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BLD2020-0779+Structural_Analysis_or_Calculations+7.29.2020_2.00.16_PM
Trylon gsmartlink Mount Structural Analysis Report of the Existing Mount Trylon Project #163369 July 9, 2020 Carrier Name AT&T Site Code STTLWASN19 Site Name EDMONDS Pace Number MRWOR046806 PTN Number 3801AOT61VIR FA Number 10092438 Site Adress 406 Main Street, Edmonds City, Snohomish, WA 98020 Coordinates Lat: 47.8117780; Long:-122.3807220 Structure Type Building Structure Height 31-ft Mount Elevation 36-ft Antenna Centerline 36-ft Standard 12018 IBC / ASCE 7-16 / TIA-222-H Structure Rating = 72% PASS Analysis performed by: Reviewed and approved by: Teodor Nitescu Jinshan Wang, P.E. Trylon Analysis Date: 7/9/2020 MOUNT STRUCTURAL ANALYSIS REPORT SMARTLINK 11410 NE 122nd Ave, Ste 102 Kirkland, WA 98034 Attention: Dawn Fann Subject: Analysis of the Existing Mount installed at 36-ft. elevation Dear Dawn Farm, We have been provided with RF information, photos and sketches of the structure for above -referenced site. AT&T is proposing to change the equipment configuration on the existing mounting hardware. A revised antenna, coax and miscellaneous equipment schematic have been provided to us. We have been asked to evaluate this information to determine whether or not the mounting apparatus is adequate to safely support the proposed loading change. RISA 3D (version 17), a commercially available analysis software package, was used to create a three-dimensional model of the antenna mounting system and calculate member stresses for various loading cases. 1. Source of data Document Type Source Date RFDS ( Final Approved) Smartlink 4/29/2020 Previous Analysis Smartlink 12/15/2015 Construction Drawings Trylon 6/30/2020 2. Analysis Criteria Standard 2018 IBC / ASCE 7-16 / TIA-222-H Basic Design Wind Speed without Ice (mph) 98 Basic Design Wind Speed with Ice (mph) 30 Basic Design Ice Thickness (in) 1.00 Structure Risk Category II Exposure Category C Topographic Factor, Kzt 1 Wind Direction Probability Factor, Kd 0.95 Gust Factor, Gh 1.00 Shielding Factor, Ka 0.90 Velocity Pressure Coefficient, Kz 1.02 Rooftop Speed-up Factor, Ks 1.00 Ground Elevation Factor, Ke 1.00 Wind Velocity Pressure w/o ice, qz (Ibs/sf) 23.79 Wind Velocity Pressure with ice, qz (Ibs/sf) 2.23 Thickness of Radial Glaze, tiz (in) 1.01 Seismic Response Coefficient, Cs 0.51 Live Load Wind Speed (mph) 30 Man Live Load at Mounting Pipes, Lm (Ibs) 0 Man Live Load at Mid/End Points, Lv (Ibs) 0 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 ;'W Try I o n Analysis Date: 7/9/2020 3. Final Equipment Configuration Mount Centerline 36 ft. Antennas Centerline 36 ft. Antennas Azimuth 180/270/25/40 Position No. Total Oty. Equipment Manufacturer Equipment Model Height [in] Width [in] Thk. [in] Weight [Ibs] CaAa Normal w/o ice ins CaAa Side w/o ice ins Ice Weight [Ibs] CaAa Normal w/ice ins CaAa Side w/ ice in2 Wind Forces without ice Wind Forces with ice Note 0° [Ibs] F 60° [Ibs] 90° [Ibs] 120° [Ibs] 150° [Ibs] 0° [Ibs] 30° [Ibs] 60° [Ibs] 90° [Ibs] 120° [Ibs] 150° [Ibs] 1 3 KATHREIN 80010965 78.7 20 6.9 108.6 1761.2 606.9 270.4 1987.9 803.9 261.8 218.9 133.1 90.2 133.1 218.9 27.7 23.57 15.32 11.20 15.32 23.57 2 3 3 KATHREIN 80010991 78.7 20 6.9 111.9 1761.2 606.9 273.7 1987.9 803.9 261.8 218.9 133.1 90.2 133.1 218.9 27.7 23.57 15.32 11.20 15.32 23.57 2 4 3 KATHREIN 742-264 51.8 10.3 5.5 36.4 598.8 319.9 102.9 743.5 453.7 89.0 78.6 57.9 47.6 57.9 78.6 10.4 9.35 7.33 6.32 7.33 9.35 2 0 0 NONE EMPTY 0 0 0 0.0 #DIV/01 #DIV/01 0.0 4.9 4.9 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #DIV/01 0.1 0.07 0.07 0.07 0.07 0.07 1 1 16 IKATHREIN2 78211288 6.71 6.02 1 6.57 11.0 1 48.5 1 52.9 6.8 1 84.2 89.9 7.2 7.4 7.7 7.9 7.7 7.4 1.2 1.19 1.23 1.25 1.23 1 1.19 1 1 3 ALCATEL RRH2X40-07-L 19.3 10.63 9.7 52.4 246.2 224.7 30.5 323.5 299.7 36.6 35.8 34.2 33.4 34.2 35.8 4.5 4.42 4.26 4.18 4.26 4.42 1 1 3 NOKIA2 AIRSCALE RRH 4T413 B5 160W 13.3 11.6 6.5 36.8 185.1 103.7 19.5 250.3 156.6 27.5 24.5 18.4 15.4 18.4 24.5 3.5 3.16 2.51 2.18 2.51 3.16 1 1 3 ALCATEL B25 RRH4X30-4R 21.4 12 7.2 51.0 308.2 188.1 33.0 393.9 259.4 45.8 41.3 32.4 28.0 32.4 41.3 5.5 5.02 4.08 3.61 4.08 5.02 1 3 3 NOKIA2 RRH_ 4T4R_B14_160W_FR BI 22.99 13.03 7.87 55.1 359.5 220.5 38.3 451.6 297.0 53.4 48.3 37.9 32.8 37.9 48.3 6.3 5.75 4.68 4.14 4.68 5.75 1 3 3 NOKIA2 IB66A RRH4X45 (UHIE) 25.8 11.8 7.2 56.8 365.3 231.9 39.3 461.2 313.6 54.3 49.3 39.4 34.5 39.4 49.3 6.4 5.91 4.88 4.37 4.88 5.91 1 3 3 ALCATEL RRH4X25-WCS 34.7 13.2 11.3 91.0 552.3 480.5 65.5 670.5 592.4 82.1 79.4 74.1 71.4 74.1 79.4 9.3 9.07 8.52 8.25 8.52 9.07tI] 4 6 ANDREW2 ETB19G8-12UB 15.8 6.9 2.9 15.9 130.8 61.6 13.8 190.7 109.5 9.1 11.7 16.9 19.4 16.9 11.7 1.5 1.81 2.37 2.66 2.37 1.81 4 2 POWERWAVE2 TT1 9-08BP1 11 -001 9.9 6.7 5.4 16.0 79.6 64.2 9.8 124.7 106.1 9.5 10.1 11.3 11.8 11.3 10.1 1.5 1.54 1.67 1.74 1.67 1.54 - 9 RAYCAP D02 10.75 10.38 6.29 16.0 133.9 81.1 14.5 189.9 127.3 19.9 17.9 14.0 12.1 14.0 17.9 2.6 2.43 1.99 1.77 1.99 2.43 Notes: 1. CaAa determined with TIA-222-H, Section 2.6.11.2 2. CaAa determined with CFO procedure All the RRUS and DC2 are installed behind the building parapet. 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 likpl Try I o n Analysis date: 7/9/2020 4. Standard Conditions for Providing Structural Consulting Services on Existing Structures 1) Mounting hardware is analyzed to the best of our ability using all information that is provided or can be obtained during fieldwork (if authorized by client). If the existing conditions are not as we have represented in this analysis, we should be contacted to evaluate the significance of the deviation and revise the assessment accordingly. 2) The structural analysis has been performed assuming that hardware is in "like new" condition. No allowance was made for excessive corrosion, damaged or missing structural members, loose bolts, misaligned parts, or any reduction in strength due to the age or fatigue of the product. 3) The structural analysis provided is an assessment of the primary load carrying capacity of the hardware. We provide a limited scope of service. In some cases we cannot verify the capacity of every weld, plate, connection detail, etc. In some cases, structural fabrication details are unknown at the time of our analysis, and the detailed field measurement of some of the required details may not be possible. In instances where we cannot perform connection capacity calculations, it is assumed that the existing manufactured connections develop the full capacity of the primary members being connected. 4) We cannot be held responsible for mounting hardware that is installed improperly or hardware that is loose or has a tendency of working loose over the lifetime of the mounting hardware. Our analysis has been performed assuming fully tightened connections, and proper installation and symmetry of the mounting hardware per manufacturer's instructions. 5) The structural analysis has been performed using information currently provided by the client and potentially field verified. We have been provided with a mounting arrangement for all telecommunications equipment, including antennas RRH's, TMA's, RRU's, diplexers, surge protection devices, etc. Our analysis has been based upon a particular mounting arrangement. We are not responsible for deviations in the mounting arrangement that may occur over time. If deviations in equipment type or mounting arrangements are proposed, then we should be contacted to revise the recommendations of this structural report. 6) We cannot be held responsible for temporary and unbalanced loads on mounting hardware. Our analysis is based on a particular mounting arrangement or as -built field condition. We are not responsible for the methods and means of how the mounting arrangement is accomplished by the contractor. These methods and means may include rigging of equipment or hardware to lift and locate, temporary hanging of equipment in locations other than the final arrangement, movement and tie off of tower riggers, personnel, and their equipment, etc. 7) Steel grade and strength is unknown and cannot be field tested. We cannot be held responsible for equipment manufactured from inferior steel or bolts. Our analysis assumes that standard structural grade steel has been used by the equipment manufacturer for all assembled parts of the mounting apparatus. Acceptable steels and connection components are specified by the American Institute of Steel Construction. It is assumed all welded connections are performed in the shop under the latest American Welding Society Code. No field welds are permitted or assumed for the existing premanufactured equipment. 8) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM 500 (GR B-46) HSS (Round) ASTM A53 (GR 35) Connection Bolts ASTM A325 U-Bolts, Threaded Rods SAE J429 Gr.2 5. Analysis Results Mount CL (ft.) Component % Capacity Pass/Fail Notes Antenna Pipes 16 Pass 1 36 Unistrut 26 Pass 1 Threaded rods 72 Pass 1 Connections 24 Pass 1 Structure Rating (max from all components) - 72% Notes: 1. See additional documentation in "Appendix B - Analysis Output" for calculations supporting the % capacity consumed. 2. All sectors are typical 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I o n Analysis date: 7/9/2020 6. Conclusions and Recommendations Based on information provided, our calculations conclude that the Existing AT&T Mount located at 36-ft elevation on the existing Building at the specified address, is ADEQUATE to safely support the proposed equipment, subject to the attached Standard Conditions on page 3. We have assumed that the parapet wall is made from grout -filled CMUs and that the connection between the unistrut members and the parapet wall is made with HY 200-A +HIT Z, 1/2" diameter with the minimum embedment of 4.5". We recommend to validate the above listed assumptions on site, prior to any loading changes. If any of the above assumptions are not accurate, Trylon should be notified to evaluate their impact of the analysis results. Sincerely, Analysis performed by: Teodor Nitescu Reviewed by: Jinshan Wang, P.E. 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I o n Analysis date: 7/9/2020 APPENDIX A ADDITIONAL CALCULATIONS 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Trylon Analysis date: 7/9/2020 Detailed Wind Force Calculation Sample Manufacturer KATHREIN Model 80010965 Length of Normal Face 78.7 [in] Width of Normal Face 20 [in] Width of Transversal Face 6.9 [in] Weight 108.60 [lbs.] CaAa (N) w/o ice 1761.23 [in2] CaAa (S) w/o ice 606.85 [in2] Ice Weight 270.36 [lbs.] CaAa (N) w/ ice 1987.86 [in2] CaAa (S) w/ ice 803.89 [in2] Wind Forces without ice Wind Force 0 degrees 261.82 [lbs.] Wind Force 30 degrees 218.92 [lbs.] Wind Force 60 degrees 133.11 [lbs.] Wind Force 90 degrees 90.21 [lbs.] Wind Force 120 degrees 133.11 [lbs.] Wind Force 150 degrees 218.92 [lbs.] Wind Forces with ice Wind Force 0 degrees 27.69 [lbs.] Wind Force 30 degrees 23.57 [lbs.] Wind Force 60 degrees 15.32 [lbs.] Wind Force 90 degrees 11.20 [lbs.] Wind Force 120 degrees 15.32 [lbs.] Wind Force 150 degrees 23.57 [lbs.] SEISMIC CALCULATIONS Seismic Input SS S1 SMs SM1 SDS = 2/3 SMs SD1 = 2/3 SM1 P Seismic Response Coefficient Structure Height Mount Elevation As (Amplification Factor) R (Response modification coeficient) I (Importance Factor) Cs, min Cs 1.286 0.453 1.544 0.679 1.029 0.453 1 30.5 36 3.00 2 0.030 0.515 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 :: Try I o n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f N AN [in2] AT [in'] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 0 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 0 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 0 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 0 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M16 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 1 0 19.50 0.00 7.38 0.00 1 1.41 1.20 1 4.10 0.34 1 0.34 0.00 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 0 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.34 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 0 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.48 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 0 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.48 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 1 0 1 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 120 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 1 0.00 7.38 0.00 1.41 1 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 120 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.12 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 120 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.12 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 120 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 1 0.000 120 1 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.42 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 240 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 1 0.00 7.38 0.00 1.41 1 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.09 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 240 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.12 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 240 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.12 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 240 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 1 0.000 240 1 0.00 0.00 0 00 0.00 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 30 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 30 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 30 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 30 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M16 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 30 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.04 0.07 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 1 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 30 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 30 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 30 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 30 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 150 19.50 0.00 7.38 0.00 1 1.41 1.20 4.10 0.34 1 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 1 0.00 7.38 0.00 1 1.41 1 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 135 1.625 0 1.625 150 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.24 0.42 0 Channel C1.625x1.625 F 135 1.625 0 1.625 150 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.24 0.42 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 150 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 270 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 1 0.00 7.38 0.00 1 1.41 1 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 270 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 270 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 270 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 1 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 1 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 60 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 60 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 60 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 60 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M16 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 60 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.04 0.07 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 1 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 60 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 60 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 60 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 60 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - NO ICE Member Member Type Description F/R Normal Length Normal Width n Lateral Length in Lateral Width in direction from normal AN n2 AT inZ Aspect Ratio Aspect Ratio Lateral CaN CaT Resultant Wind Force Frontal Ibs Resultant Wind Force Distributed Ibs/in Resultant Component on Global X Ibs/in lResultantLabel onentNormal bal Y in 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 180 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 1 2.375 180 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 180 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 180 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 1 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 180 19.50 0.00 1 7.38 0.00 1 1.41 1.20 1 4.10 0.34 1 0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 180 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 0.17 0.30 0 Channel C1.625x1.625 F 135 1.625 0 1.625 180 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.24 0.42 0 Channel C1.625x1.625 F 135 1.625 0 1.625 180 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 0.24 0.42 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 180 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 180 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 300 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 300 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 300 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 300 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 300 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 1 0.00 7.38 0.00 1 1.41 1 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 300 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 300 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 300 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 0.06 0.10 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 300 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 300 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0 -00-0-r 300 1 0.00 0 -00-1 0.00 1 0.00 1 0.00 0.00 1 0.00 1 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 90 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 90 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.00 0.42 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 90 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 90 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M16 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 90 19.50 0.00 7.38 0.00 1 1.41 1.20 0.00 0.00 1 0.00 0.00 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 1 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 90 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 90 219.38 0.00 83.08 0.00 2.00 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 90 219.38 0.00 83.08 0.00 2.00 1.20 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 90 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 r 0 0.000 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 210 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 210 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 210 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 210 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 210 19.50 0.00 7.38 0.00 1 1.41 1.20 3.07 0.26 1 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 1 0.00 7.38 0.00 1.41 1 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 210 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 135 1.625 0 1.625 210 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 0.00 0.36 0 Channel C1.625x1.625 F 135 1.625 0 1.625 210 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 0.00 0.36 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 210 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 330 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 330 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 330 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 330 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 0.00 0.42 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 330 19.50 0.00 7.38 0.00 1 1.41 1.20 3.07 0.26 1 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 1 0.00 7.38 0.00 1.41 1 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 12 1.625 0 1.625 330 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 0.00 0.26 0 Channel C1.625x1.625 F 135 1.625 0 1.625 330 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 0.00 0.36 0 Channel C1.625x1.625 F 135 1.625 0 1.625 330 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 0.00 0.36 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 330 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.21 0.37 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 120 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M16 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 120 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 -0.04 0.07 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 1 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 120 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 120 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 -0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 120 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 -0.06 0.10 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 120 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 120 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 1 0.000 0 1 0.000 1 120 0.00 1 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 240 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 240 19.50 0.00 7.38 0.00 1 1.41 1.20 1.02 0.09 1 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 1 0.00 7.38 0.00 1 1.41 1 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 12 1.625 0 1.625 240 19.50 0.00 7.38 0.00 1.41 1.20 1.02 0.09 -0.04 0.07 0 Channel C1.625x1.625 F 135 1.625 0 1.625 240 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 -0.06 0.10 0 Channel C1.625x1.625 F 135 1.625 0 1.625 240 219.38 0.00 83.08 0.00 2.00 1.20 16.31 0.12 -0.06 0.10 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 240 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 1 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 360 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 360 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 360 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 360 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.21 0.37 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 360 19.50 0.00 7.38 0.00 1 1.41 1.20 4.10 0.34 1 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 1 0.00 7.38 0.00 1 1.41 1 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 12 1.625 0 1.625 360 19.50 0.00 7.38 0.00 1.41 1.20 4.10 0.34 -0.17 0.30 0 Channel C1.625x1.625 F 135 1.625 0 1.625 360 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 -0.24 0.42 0 Channel C1.625x1.625 F 135 1.625 0 1.625 360 219.38 0.00 83.08 0.00 2.00 1.20 65.22 0.48 -0.24 0.42 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 1 0 0.000 0 0.000 360 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 0 1 0.000 0 1 0.000 1 360 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 M15 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.37 0.21 M10 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 M5 Pipe 2.375" O.D. R 78 2.375 78 2.375 150 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 M17 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M16 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 150 19.50 0.00 7.38 0.00 1 1.41 1.20 3.07 0.26 1 -0.22 0.13 M12 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 1 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M11 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M7 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M6 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M2 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 M1 Channel C1.625x1.625 F 12 1.625 0 1.625 150 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 135 1.625 0 1.625 150 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 -0.31 0.18 0 Channel C1.625x1.625 F 135 1.625 0 1.625 150 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 -0.31 0.18 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 150 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 150 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 150 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 270 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 270 19.50 0.00 7.38 0.00 1 1.41 1.20 0.00 0.00 1 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 1 0.00 7.38 0.00 1.41 1 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 12 1.625 0 1.625 270 19.50 0.00 7.38 0.00 1.41 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 270 219.38 0.00 83.08 0.00 2.00 1.20 0.00 0.00 0.00 0.00 0 Channel C1.625x1.625 F 135 1.625 0 1.625 270 219.38 0.00 83.08 0.00 2.00 1.20 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 270 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - NO ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 390 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 390 185.25 1185.25 32.84 1 32.84 1.20 1 1.20 33.05 1 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 390 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Pipe 2.375" O.D. R 78 2.375 78 2.375 390 185.25 185.25 32.84 32.84 1.20 1.20 33.05 0.42 -0.37 0.21 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1 1.625 0 1.625 1 390 19.50 0.00 7.38 0.00 1 1.41 1.20 3.07 0.26 1 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 1 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 12 1.625 0 1.625 390 19.50 0.00 7.38 0.00 1.41 1.20 3.07 0.26 -0.22 0.13 0 Channel C1.625x1.625 F 135 1.625 0 1.625 390 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 -0.31 0.18 0 Channel C1.625x1.625 F 135 1.625 0 1.625 390 219.38 0.00 83.08 0.00 2.00 1.20 48.92 0.36 -0.31 0.18 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 1 390 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0 1 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 1 0.000 0 0.000 390 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0.000 0 0.000 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-.c N AN [inZ] AT [inZ] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 0 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 M15 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 0 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 0 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 0 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M16 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M2 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 0 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.06 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 0 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 0.10 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 0 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 0.10 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 0 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 :: Try I o n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.32 0.02 0.02 1 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 1 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 120 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.03 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 120 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.03 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 120 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 r 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 :: Try I o n Analysis date: 7/9/2020 WIND FORCES 0 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 240 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.32 0.02 0.02 1 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.02 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 240 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.03 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 240 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.03 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 240 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 240 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 9 (wind direction from normal N AN [inZ] AT [inZ] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 30 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 M15 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 30 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 30 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 30 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 M16 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 1 0.04 0.03 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.04 0.03 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 M2 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 30 51.06 7.35 3.85 0.55 1 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 30 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.07 0.04 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 30 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.07 0.04 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 r0.00 30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 0 (wind direction from normal N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 150 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.04 1 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 150 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.04 1 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.04 0.03 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 150 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.07 0.04 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 150 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.07 0.04 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 1 150 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 1 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 150 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 30 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 0 (wind direction from normal N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.06 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 270 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.12 0.01 0.01 1 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 270 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.12 0.01 0.01 1 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.01 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 270 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 270 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 1 0.00 270 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 1 270 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 1 0.0 1 270 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 9 (wind direction from normal N AN [inZ] AT [inZ] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 60 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 M15 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 60 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 60 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 60 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 M16 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 1 0.01 0.02 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.32 0.02 0.01 0.02 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 M2 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 60 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 60 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 60 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 60 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.01 0.02 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 60 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 60 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - ICE Member Label Member Type Description F/R Normal Length in Normal Width in Lateral Length in Lateral Width in 0 (wind direction from normal AN in2 AT in2 Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT Resultant Wind Force Frontal Ibs Resultant Wind Force Distributed Ibs/in Resultant Component on Global X Ibs/in Resultant Component on Global Y Ibs/in 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 180 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 1 4.39 180 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 180 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 180 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 1 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 180 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.90 0.06 0.03 1 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 180 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 0.03 0.06 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 180 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 0.05 0.09 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 180 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 0.05 0.09 0 0 0 0 2.02 0.00 1 2.02 0.00 180 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 1 180 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 180 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 :: Try I o n Analysis date: 7/9/2020 WIND FORCES 60 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] direction from normal f-r N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 300 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 300 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 300 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 300 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 300 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.32 0.02 0.01 1 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 300 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 300 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 300 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 0.01 0.02 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 300 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 300 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 300 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 0 (wind direction from normal N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 90 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 M15 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 90 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 90 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 90 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 M16 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 90 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.12 0.01 0.00 1 0.01 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 M2 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 90 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.12 0.01 0.00 1 0.01 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 90 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 0.00 0.01 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 90 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 90 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 90 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 90 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] 0 (wind direction from normal N AN [in2] AT [in2] Aspect Ratio Normal - Aspect Ratio Lateral - CaN - CaT - Resultant Wind Force Frontal [Ibs] Resultant Wind Force Distributed [Ibs/in] Resultant Component on Global X [Ibs/in] Resultant Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 210 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 210 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 210 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 210 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 210 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.00 1 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 210 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.00 1 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 210 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 210 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.00 0.08 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 210 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.00 0.08 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 1 0.00 2.02 0.00 1 210 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 210 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 90 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 330 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 1 Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 330 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 0.00 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 330 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 330 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 0.00 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 1 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 330 51.06 7.35 3.85 0.55 1 1.26 1.20 1 0.70 0.05 0.00 0.05 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 330 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.00 0.08 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 330 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 0.00 0.08 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.001 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 1 0 2.02 0.00 2.02 1 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 330 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 M15 I Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 120 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.03 0.06 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 120 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M16 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.32 0.02 -0.01 0.02 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M2 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 120 51.06 1 7.35 3.85 1 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 120 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 -0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 120 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 -0.01 0.02 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 1 120 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 1 120 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 1 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 120 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 1 Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 240 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 240 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 7.35 3.85 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 240 51.06 1 7.35 3.85 1 0.55 1.26 1.20 0.32 0.02 -0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 240 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 -0.01 0.02 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 240 499.08 7.35 37.62 0.55 2.00 1.20 3.57 0.03 -0.01 0.02 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 240 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 1 0.00 240 0.00 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 1 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 120 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 360 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 1 Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 360 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 360 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 360 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 1 3.64 2.02 3.64 1 360 51.06 7.35 1 3.85 0.55 1.26 1.20 1 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 360 51.06 7.35 3.85 0.55 1 1.26 1.20 0.90 0.06 -0.03 0.06 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 360 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 -0.05 0.09 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 360 499.08 7.35 37.62 0.55 2.00 1.20 13.91 0.10 -0.05 0.09 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 360 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 1 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 360 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] M20 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 M15 I Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 150 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.06 0.03 M10 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 M5 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 150 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 M17 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M16 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M12 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.70 0.05 -0.04 0.03 M11 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M7 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M6 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M2 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 M1 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 150 51.06 1 7.35 3.85 1 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 150 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 -0.07 0.04 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 150 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 -0.07 0.04 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 1 150 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 1 150 0.00 0.00 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 150 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 1 Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 270 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 270 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 7.35 3.85 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 270 51.06 1 7.35 3.85 1 0.55 1.26 1.20 0.12 0.01 -0.01 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 270 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 270 499.08 7.35 37.62 0.55 2.00 1.20 0.12 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 270 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 Try I O n Analysis date: 7/9/2020 WIND FORCES 150 DIRECTION - ICE Member Label Member Type Description F/R Normal Length [in] Normal Width [in] Lateral Length [in] Lateral Width [in] fj (wind direction from normal N AN [in2] AT [in2] Aspectspec Ratio Normal - Ratio Lateral - CaN - CaT - esu an Wind Force Frontal [Ibs] esu an Wind Force Distributed [Ibs/in] esu an Component on Global X [Ibs/in] esu an Component on Global Y [Ibs/in] 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 390 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 1 Pipe 2.375" O.D. R 1 80.02 4.39 80.02 1 4.39 390 351.48 1 351.48 18.22 1 18.22 1.05 1 1.05 5.14 1 0.06 -0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 390 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 Pipe 2.375" O.D. R 80.02 4.39 80.02 4.39 390 351.48 351.48 18.22 18.22 1.05 1.05 5.14 0.06 -0.06 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 1 7.35 3.85 0.55 1 1.26 1 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 7.35 3.85 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 14.02 3.64 2.02 3.64 390 51.06 1 7.35 3.85 1 0.55 1.26 1.20 0.70 0.05 -0.04 0.03 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 390 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 -0.07 0.04 0 Channel C1.625x1.625 F 137.02 3.64 2.02 3.64 390 499.08 7.35 37.62 0.55 2.00 1.20 10.46 0.08 -0.07 0.04 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 1 2.02 0.00 2.02 0.00 390 0.00 0.00 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 .0. Try I o n Analysis Date: 7/9/2020 APPENDIX B SOFTWARE OUTPUTS 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 SCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 63.94 ft (NAVD 88) Risk Category: II Latitude: 47.81089 Soil Class: C - Very Dense Longitude:-122.37816 Soil and Soft Rock r Mr Wind o i ikin, n Poll Gam LJe r-lill.;rmk F y�nr.,rc rrrmrx GIUG $hOr EIInP r- ._li""^-!'�•�C r.lrl' Pon Med�mn - . InJhn N�n]'G•+i IYbC7 501PA Kirkland - wl! Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4 Date Accessed: Thu Jul 09 2020 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 3 Thu Jul 09 2020 -ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: C - Very Dense Soil and Soft Rock Results: Ss : 1.286 Sol 0.453 S, 0.453 TL 6 Fa 1.2 PGA: 0.547 Fv 1.5 PGA M : 0.656 SMs : 1.544 FPGA 1.2 SM, 0.679 le 1 SIDS : 1.029 Cv 1.157 Seismic Design Category D 16 MCER Response Spectrum 12 Design Response Spectrum 1.4 1.0 1.2 • 0S 1.0 0_$ 0.6 0.6 0.4 0.4 0.2 0.2 0 0 - - - 7 0 - Sa (g) vs T(s) Sa (g) vs T(s) 1 MCER Vertical Response Spectrum 10 Design Vertical Response Spectrum 1 0.9 t2 0.s 0.7 1.0 0.6 08 • 0_5 •i 0.4 ••w 0.2 *•■st. ram** 0.1 0 = _ 1.5 2.0 0 0.5 1.0 1.5 2.0 Sa(g) vs T(s) Sa(g) vs T(s) Data Accessed: Thu Jul 09 2020 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Thu Jul 09 2020 -ASCE® AMERICAN SOCIUY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Jul 09 2020 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Thu Jul 09 2020 Page 1 Section Sets HSS2.375X0.154 A1085 Threaded rod Unistrut 1 X Y RIGID �tRit 7 J Q x a eoa cntr4t �r'e J x � XXi pa a a e °a rye c L2 LO oa oa tn, c x J tr4�� o x (7 (7 (7 (7 (7 U o Zt � c7 � o � o � o Envelope Only Solution Trylon SN19 SK - 2 TN July 9, 2020 at 6:26 PM 163369 SN19.r3d Page 2 X Y N9 /L1? N 19 N8 5 LO N29 M7 15 N7 2 4 o_ t� N39 71 V 5 12 L2 N10 77 N38 35 2 7 O N20 C\I 76 N37 32 M N N30 N N N (p ?1 N N N40 00 N O M 42 M 44 Envelope Only Solution Trylon SK - 3 TN SN19 July 9, 2020 at 6:26 PM 163369 SN19.r3d Page 3 X Y -55.951 b 18.21 b IF 54.31 b 18.21 b 31.81 b IQ 55.951 b IQ IQ -911b 56.81 b 54.31 b -55.121b 22.041b IF -51 lb -36.81 b -52.41b Loads: BLC 2, Weights Envelope Only Solution Trylon SK - 4 TN SN19 July 9, 2020 at 6:27 PM 163369 SN19.r3d Page 4 Y X -.42lb/in -44.5111 -.34lb/in -.42lb/in -130.911b -.34lb/in-.42lb/in .34lb/in -44.51 I .34lb/in -.42lb/in 341b/in -130.911b -18.1 -.34lb/in -.34lb/in -130.911b .34lb/in -14.4 -130.911b Loads: BLC 4, Wind 0° Envelope Only Solution Trylon SN19 SK - 5 TN July 9, 2020 at 6:27 PM 163369 SN19.r3d Page 5 X Y 42lb/in 23.781b Ib/in -45.111b .42lb/in -23.781b Ib/in -45.111b 38.91 b -45.111b Ib -45.111b Loads: BLC 7, Wind 90° Envelope Only Solution Trylon SK - 6 TN SN19 July 9, 2020 at 6:27 PM 163369 SN19.r3d Page 6 Code Check ( Env) No Calc > 1.0 90-1.0 X Y .75-.90 .50-.75 0.-.50 •09 0 77 7S 1 � 70 0 •?6 •0? •?4 U Z z U Z U 01> Z U Z U Z U Z y U Z U Z Member Code Checks Displayed (Enveloped) Envelope Only Solution Trylon SK - 7 TN SN19 July 9, 2020 at 6:28 PM 163369 SN19.r3d Page 7 Shear Check ( Env) No Calc > 1.0 90-1.0 X Y .75-.90 .50-.75 0.-.50 •04 0 •05 04 GO 0 O •01 •OS 0 •�7 01 0 •�7 U Z z U Z U 0? Z U Z ? U Z U Z U " Z U Z Member Shear Checks Displayed (Enveloped) Envelope Only Solution Trylon SK - 8 TN SN19 July 9, 2020 at 6:28 PM 163369 SN19.r3d Page 8 Company Trylon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. _ Model Name SN19 (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver [Hot Rolled Steel Code — Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code [Masonry Code E uminum Code Stainless Steel Code just Stiffness? 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 386.4 24 4 Z XY Sparse Accelerated Accelerated Solver AISC 15th(360-16): LRFD Yes(Iterative) AISC 15th(360-16): LRFD AISI S100-16: LRFD None < 100F None None None - Building Al SC 14th(360-10) Yes(Iterative) > UN% RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 9 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 (Global) Model Settings, Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET _ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Seismic Code ASCE 7-10 Seismic Base Elevation in Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X (sec) Not Entered T Z (sec) Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or I I Drift Cat Other Om Z 1 Om X 1 Cd Z 1 Cd X 1 Rho Z 1 Rho X 1 Hot Rolled Steel Properties Label E fksil G fksil Nu Therm U1... Densitvfk/f... Yieldfksil Rv Fulksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 11 29000 11 11154 .3 .65 .49 41 36 1 1.5 58 1 1.2 3 A572 G r.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 G r. B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr. B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.1 9 SAE J429 G R.2 29000 11154 .3 .65 .49 57 1.5 74 1.2 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 10 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Cold Formed Steel Properties Label E si G [ksil Nu Therm /1E5 F Densit k/ft^3 Yield ks il Fu si 1 A653 SS Gr33 29500 11346 1 .3 .65 .49 1 33 1 45 Hot Rolled Steel Section Sets La bel 1 HSS2.375X0.154 A1085 IHSS2.375X0.154... Beam 2 Threaded rod 1/2 1 Beam Des i n List Material Design ... A in2 I in4 Izz in4 J in4 SS Pipe A1.. A53 Gr. B I Typical 1.075 .669 .669 1.339 SS Pipe A1..j SAE J429 GR.2 Tvl,ical .196 .003 .003 .006 Cold Formed Steel Section Sets Label Shape T Design List Material Design Rul... A in2 I in4] Izz in4 J [in 1 Unistrut 1 Unistrut 1 1 Beam I None IA653SS... I Typical 1 .527 .165 .223 1 .002 Joint Boundary Conditions Joint Label X /in] Y /in] Z k/in X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-ft/rad 1 N 1 Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction 4 N5 Reaction Reaction Reaction 5 N11 Reaction Reaction Reaction 6 N12 Reaction Reaction Reaction 7 N14 Reaction Reaction Reaction 8 N15 Reaction Reaction Reaction 9 N21 Reaction Reaction Reaction 10 N22 Reaction Reaction Reaction 11 N24 Reaction Reaction Reaction 12 N25 Reaction Reaction Reaction 13 N31 Reaction Reaction Reaction 14 N32 Reaction Reaction Reaction 15 N34 Reaction Reaction Reaction 16 N35 Reaction Reaction Reaction 17 N41 Reaction Reaction Reaction 18 N42 Reaction Reaction Reaction 19 N43 Reaction Reaction Reaction 20 N44 Reaction Reaction Reaction 21 N47 Reaction Reaction Reaction 22 N48 Reaction Reaction Reaction 23 N49 Reaction Reaction Reaction 24 N50 Reaction Reaction Reaction 25 N51 Reaction Reaction Reaction 26 N52 Reaction Reaction Reaction 27 N53 Reaction Reaction Reaction 28 N54 Reaction Reaction Reaction 29 N55 Reaction Reaction Reaction 30 N56 Reaction Reaction Reaction 31 N57 Reaction Reaction Reaction 32 N58 Reaction Reaction Reaction RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 11 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Joint Boundary Conditions (Continued) .Inint I ahal X Ik/inl Y rk/inl 7 rk/inl X Rnt rk-ft/rnrll Y Rnt rk-ft/rnrfl 7 Rnt rk-ft/rarll 33 N59 Reaction Reaction Reaction 34 N60 Reaction Reaction Reaction 35 N61 Reaction Reaction Reaction 36 N62 Reaction Reaction Reaction Member Primary Data I ahal I .Inint .I .Inint K .Inint Rntata(rla Sartinn/Shang Tvna nacinn I ict Matarial nacinn Rill 1 M1 N1 N2 Unistrut 1 Beam None A653 SS Typical 2 M2 N4 N5 Unistrut 1 Beam None A653 SS .. Typical 3 M3 N8 N6 RIGID None None RIGID Typical 4 M4 N7 N3 RIGID None None RIGID Typical 5 M5 N9 N 10 HSS2.375X0.154 A1085 Beam HSS Pipe Al.. A53 Gr.B Typical 6 M6 N11 N12 Unistrut 1 Beam None A653 SS Typical 7 M7 N14 N15 Unistrut 1 Beam None A653 SS Typical 8 M10 N19 N20 HSS2.375X0.154 A1085 Beam HSS Pipe Al.. A53Gr.B Typical 9 M11 N21 N22 Unistrut 1 Beam None A653 SS .. Typical 10 M12 N24 N25 Unistrut 1 Beam None A653 SS Typical 11 M15 N29 N30 HSS2.375X0.154 A1085 Beam HSS Pipe Al.. A53 Gr.B Typical 12 M16 N31 N32 Unistrut 1 Beam None A653 SS .. Typical 13 M17 N34 N35 Unistrut 1 Beam None A653 SS .. Typical 14 M18 N38 N36 RIGID None None RIGID Typical 15 M19 N37 N33 RIGID None None RIGID Typical 16 M20 N39 N40 HSS2.375X0.154 A1085 Beam HSS Pipe Al.. A53 Gr.B Typical 17 M21 N41 N42 Unistrut 1 Beam None A653 SS .. Typical 18 M22 N43 N44 Unistrut 1 Beam None A653 SS.. Typical 19 M23 N45 N46 RIGID None None RIGID Typical 20 M24 N63 N64 RIGID None None RIGID Typical 21 M25 N65 N66 RIGID None None RIGID Typical 22 M26 N67 N68 RIGID None None RIGID Typical 23 M27 N69 N70 RIGID None None RIGID Typical 24 M28 N71 N72 RIGID None None RIGID Typical 25 M29 N73 N74 RIGID None None RIGID Typical 26 M30 N75 N76 RIGID None None RIGID Typical 27 M31 N77 N78 RIGID None None RIGID Typical 28 M30A N76A N75A Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 29 M30B N76B N75B Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 30 M31A N76A N76B RIGID None None RIGID Typical 31 M31B N77B N76C Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 32 M32 N79 N78A Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 33 M33 N77B N79 RIGID None None RIGID Typical 34 M34 N84 N83 Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 35 M35 N86 N85 Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 36 M36 N84 N86 RIGID None None RIGID I Typical 37 M37 N89 N88 Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 38 M38 N91 N90 Threaded rod Beam HSS Pipe Al.. SAE J42... Typical 39 M39 N89 N91 RIGID None None RIGID Typical RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 12 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Advanced Data I ahPl I RP.IP.AFP. I RPIPACP I nffsetrinl I nffsetrinl T/C nnly Physical r1Pfl Rat Analvsis Inactive Seismic 1 M1 I Yes None 2 M2 Yes None 3 M3 OOOXOO Yes ** NA ** None 4 M4 OOOXOO Yes ** NA "* None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M10 Yes None 9 M11 Yes None 10 M12 Yes None 11 M15 Yes None 12 M16 Yes None 13 M17 Yes None 14 M18 OOOXOO Yes ** NA ** None 15 M19 OOOXOO Yes ** NA ** None 16 M20 Yes Default None 17 M21 Yes None 18 M22 Yes None 19 M23 Yes *" NA "* None 20 M24 Yes ** NA ** None 21 M25 Yes *" NA "* None 22 M26 Yes ** NA ** None 23 M27 Yes *" NA "* None 24 M28 Yes ** NA ** None 25 M29 Yes "" NA "* None 26 M30 Yes ** NA ** None 27 M31 Yes "" NA "* None 28 M30A Yes Default None 29 M30B Yes Default None 30 M31A Yes ** NA ** None 31 M31B Yes Default None 32 M32 Yes Default None 33 M33 Yes ** NA ** None 34 M34 Yes Default None 35 M35 Yes Default None 36 M36 Yes ** NA ** None 37 M37 Yes Default None 38 M38 Yes Default None 39 M39 Yes ** NA ** None Hot Rolled Steel Design Parameters I ahPl Shane I Pnrithrinl I hvvrinl I h77rinl I r.mmn tnnri I cmmn hntri I -tnrn Kvv IC77 Ch Functi 1 M5 HSS2.375X0.154... 78 Segment Segment Lbyy Segm... 1 1 Lateral 2 M10 HSS2.375X0.154... 78 Segment Segment Lbyy Segm... 1 1 Lateral 3 M15 HSS2.375X0.154... 78 Segment Segment Lbyy Segm... 1 1 Lateral 4 M20 HSS2.375X0.154... 78 Segment Segment Lbyy Segm... 1 1 Lateral 5 M30A Threaded rod 6 Lbvv Lateral 6 M30B Threaded rod 6 ::tLbyy Lateral 7 M31B Threaded rod 6 Lbyy Lateral RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 13 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Hot Rolled Steel Design Parameters (Continued) I ahal Shang I annthfinl I hvvfinl I h77finl I r.mmn tnnfi I r.mmn hntri I -tnrn Kvv K77 r.h Fiinrti 8 M32 Threaded rod 6 Lbyy Lateral 9 M34 Threaded rod 6 Lbyy Lateral 10 M35 Threaded rod 6 Lbyy Lateral 11 M37 Threaded rod 6 Lbyy Lateral 12 M38 Threaded rod 6 Lbyy Lateral Cold Formed Steel Design Parameters I nhal Shang I Annth I hvvfinl I h77finl I r.mmn to I cmmn hn I-tnrnuarinl Kvv K77 Ch R afinl Fnnct 1 M1 Unistrut 1 12 12 12 Lbyy 12 1 1 Lateral 2 M2 Unistrut 1 12 12 12 LbYY 12 1 1 Lateral 3 M6 Unistrut 1 12 12 12 Lbyy 12 1 1 Lateral 4 M7 Unistrut 1 12 12 12 LbYY 12 1 1 Lateral 5 M11 Unistrut 1 12 12 12 LbvY 12 1 1 Lateral 6 M12 Unistrut 1 12 12 12 LbYY 12 1 1 Lateral 7 M16 Unistrut 1 12 12 12 Lbyy 12 1 1 Lateral 8 M17 Unistrut 1 12 12 12 LbYY 12 1 1 Lateral 9 M21 Unistrut 1 135 135 135 Lbyy 135 1 1 Lateral 10 M22 Unistrut 1 135 135 135 Lbyy 135 1 1 Lateral Joint Loads and Enforced Displacements Joint Label L,D,M Direction Ma nitude Ib,k-in , in,rad , Ib*s^2/in, lb* s^2*in No Data to Print ... Member Point Loads (BLC 2: Weights) NAamhar I ahal nirartinn Mannifiirip rlh k-inl 1 nratinnrin OM 1 M20 Z -54.3 1 2 M20 Z -54.3 70.2 3 M 10 Z -55.95 1 4 M10 Z -55.95 70.2 5 M5 Z -18.2 19.1 6 M5 Z -18.2 58.9 7 M20 Z -11.02 70 8 M20 Z -11.02 70 9 M29 Z -52.4 7 10 M28 Z -36.8 7 11 M27 Z -51 7 12 M26 Z -55.12 7 13 M25 Z -56.8 7 14 M24 Z -91 7 15 M5 Z -15.9 70 16 M5 Z -15.9 70 17 M31 Z -16 7 18 M30 Z -16 7 19 M23 Z -16 7 Member Point Loads (BLC 3: ICE Load) Member Label Direction Magnitude[lb,k-in] Location[in,%] RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 14 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 3: ICE Load) (Continued) Member Label Direction Magnitudeflb,k-in] Location rin, %l 1 M20 Z -135.18 1 2 M20 Z -135.18 70.2 3 M10 Z -136.83 1 4 M10 Z -136.83 70.2 5 M5 Z -51.44 19.1 6 M5 Z -51.44 58.9 7 M20 Z -6.84 70 8 M20 Z -6.84 70 9 M29 Z -30.52 7 10 M28 Z -19.54 7 11 M27 Z -32.97 7 12 M26 Z -38.32 7 13 M25 Z -39.3 7 14 M24 Z -65.52 7 15 M5 Z -13.78 70 16 M5 Z -13.78 70 17 M31 Z -14.51 7 18 M30 Z -14.51 7 19 M23 Z -14.51 7 Member Point Loads (BLC 4: Wind 0°) Member Label Direction Magn itu de f Ib, k-inl Locationfin, l 1 M20 X -130.91 1 2 M20 9F X -130.91 2OW 70.2 3 M10 X -130.91 1 4 M10 X -130.91 70.2 5 M5 X -44.51 19.1 6 M5 X -44.51 58.9 7 M20 X -7.21 70 8 M20 X -7.21 70 9 M5 X -9.07 70 10 M5 X -9.07 70 Member Point Loads (BLC 5: Wind 30°) Member Label Direction Magn itu de f Ib, k-inl Location f in, %l 1 M20 X -94.79 1 2 M20 X -94.79 70.2 3 M10 X -94.79 1 4 M10 X -94.79 70.2 5 M5 X -34.06 19.1 6 M5 X -34.06 58.9 7 M20 X -6.38 70 8 M20 X -6.38 70 9 M5 X -10.1 70 10 M5 X -10.1 70 11 M20 Y -54.73 1 12 M20 Y -54.73 70.2 13 M10 Y -54.73 1 14 M10 Y -54.73 70.2 15 M5 Y -19.66 19.1 16 M5 Y -19.66 58.9 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 15 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 5: Wind 30°) (Continued) Mamhar I ahal nirartinn Mannihiriarlh k-inl 1 nratinnrin %1 17 M20 Y -3.69 70 18 M20 Y -3.69 70 19 M5 Y -5.83 70 20 M5 Y -5.83 70 Member Point Loads (BLC 6: Wind 60°) Memher I ahel Directinn Mnnnihirlplih k-in] I nratinnrin %1 1 M20 X -33.28 1 2 M20 X -33.28 70.2 3 M10 X -33.28 1 4 M10 X -33.28 70.2 5 M5 X -14.48 19.1 6 M5 X -14.48 58.9 7 M20 X -3.85 70 8 M20 X -3.85 70 9 M5 X -8.43 70 10 M5 X -8.43 70 11 M20 Y -57.64 1 12 M20 Y -57.64 70.2 13 M10 Y -57.64 1 14 M10 Y -57.64 70.2 15 M5 Y -25.08 19.1 16 M5 Y -25.08 58.9 17 M20 Y -6.67 70 18 M20 Y -6.67 70 19 M5 Y -14.59 70 20 M5 Y -14.59 70 Member Point Loads (BLC 7: Wind 90°) Memher Lahel Direction Maanituderlh.k-inl Location rin. %1 1 M20 Y -45.11 1 2 M20 Y -45.11 70.2 3 M10 Y -45.11 1 4 M10 Y -45.11 70.2 5 M5 Y -23.78 19.1 6 M5 Y -23.78 58.9 7 M20 Y -7.86 70 8 M20 Y -7.86 70 9 M5 Y -19.45 70 10 M5 Y -19.45 70 Member Point Loads (BLC 8: Wind 120°) Mamhar I ahal nirartinn Mnnnihiriarlh k-inl I nratinnrin 0/.1 1 M20 X 33.28 1 2 M20 X 33.28 70.2 3 M10 X 33.28 1 4 M10 X 33.28 70.2 5 M5 X 14.48 19.1 6 M5 X 14.48 58.9 7 M20 X 3.85 70 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 16 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 8: Wind 1200) (Continued) Member Label Direction Magnitude[lb,k-inj Location [in, %j 8 M20 X 3.85 70 9 M5 X 8.43 70 10 M5 X 8.43 70 11 M20 Y -57.64 1 12 M20 Y -57.64 70.2 13 M10 Y -57.64 1 14 M10 Y -57.64 70.2 15 M5 Y -25.08 19.1 16 M5 Y -25.08 58.9 17 M20 Y -6.67 70 18 M20 Y -6.67 70 19 M5 Y -14.59 70 20 M5 Y -14.59 70 Member Point Loads (BLC 9: Wind 150°) Member Label Direction Magnitude[lb,k-in] Location [in, %] 1 M20 X 94.79 1 2 M20 X 94.79 70.2 3 M10 X 94.79 1 4 M10 X 94.79 70.2 5 M5 X 34.06 19.1 6 M5 X 34.06 58.9 7 M20 X 6.38 70 8 M20 X 6.38 70 9 M5 X 10.1 70 10 M5 X 10.1 70 11 M20 Y -54.73 1 12 M20 Y -54.73 70.2 13 M10 Y -54.73 1 14 M10 Y -54.73 70.2 15 M5 Y -19.66 19.1 16 M5 Y -19.66 58.9 17 M20 Y -3.69 70 18 M20 Y -3.69 70 19 M5 Y -5.83 70 20 M5 Y -5.83 70 Member Point Loads (BLC 10: Wind 0° with ice) Member Label Direction Ma nitude Ib,k-in Location in,% 1 M20 X -13.85 1 2 M20 X -13.85 70.2 3 M10 X -13.85 1 4 M10 X -13.85 70.2 5 M5 X -5.18 19.1 6 M5 X -5.18 58.9 7 M20 X -1.17 70 8 M20 X -1.17 70 9 M5 X -1.53 70 10 M5 X -1.53 70 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 17 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 11 : Wind 300 with ice) Member Label Direction Magnitude[lb,k-in] Location rin, %l 1 M20 X -10.21 1 2 M20 X -10.21 70.2 3 M10 X -10.21 1 4 M10 X -10.21 70.2 5 M5 X -4.05 19.1 6 M5 X -4.05 58.9 7 M20 X -1.03 70 8 M20 X -1.03 70 9 M5 X -1.57 70 10 M5 X -1.57 70 11 M20 Y -5.89 1 12 M20 Y -5.89 70.2 13 M10 Y -5.89 1 14 M10 Y -5.89 70.2 15 M5 Y -2.34 19.1 16 M5 Y -2.34 58.9 17 M20 Y -.6 70 18 M20 Y -.6 70 19 M5 Y -.9 70 20 M5 Y -.9 70 Member Point Loads (BLC 12: Wind 60' with ice) Member Label Direction Magnitude[lb,k-in] Location fin, %] 1 M20 X -3.83 1 2 M20 X -3.83 70.2 3 M10 X -3.83 1 4 M10 X -3.83 70.2 5 M5 X -1.83 19.1 6 M5 X -1.83 58.9 7 M20 X -.62 70 8 M20 X -.62 70 9 M5 X -1.19 70 10 M5 X -1.19 70 11 M20 Y -6.63 1 12 M20 Y -6.63 70.2 13 M10 Y -6.63 1 14 M10 Y -6.63 70.2 15 M5 Y -3.17 19.1 16 M5 Y -3.17 58.9 17 M20 Y -1.07 70 18 M20 Y -1.07 70 19 M5 Y -2.06 70 20 M5 Y -2.06 70 Member Point Loads (BLC 13: Wind 90' with ice) Member Label Direction Ma nitude Ib,k-in Location in,% 1 M20 Y -5.6 1 2 M20 Y -5.6 70.2 3 M10 Y -5.6 1 4 M10 Y -5.6 70.2 5 M5 Y -3.16 19.1 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 18 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 13: Wind 900 with ice) (Continued) Member Label Direction Magnitudeflb,k-in] Location rin, %1 6 M5 Y -3.16 58.9 7 M20 Y -1.25 70 8 M20 Y -1.25 70 9 M5 Y -2.66 70 10 M5 Y -2.66 70 Member Point Loads (BLC 14: Wind 120' with ice) Member Label Direction Magnitudeflb,k-in] Location rin, %l 1 M20 X 3.83 1 2 M20 X 3.83 70.2 3 M10 X 3.83 1 4 M10 X 3.83 70.2 5 M5 X 1.83 19.1 6 M5 X 1.83 58.9 7 M20 X .62 70 8 M20 X .62 70 9 M5 X 1.19 70 10 M5 X 1.19 70 11 M20 Y -6.63 1 12 M20 Y -6.63 70.2 13 M10 Y -6.63 1 14 M10 Y -6.63 70.2 15 M5 Y -3.17 19.1 16 M5 Y -3.17 58.9 17 M20 Y -1.07 70 18 M20 Y -1.07 70 19 M5 Y -2.06 70 20 M5 Y -2.06 70 Member Point Loads (BLC 15: Wind 150° with ice) Member Label Direction Maan itu de f Ib. k-inl Location rin. %l 1 M20 X 10.21 1 2 M20 X 10.21 70.2 3 M10 X 10.21 1 4 M10 X 10.21 70.2 5 M5 X 4.05 19.1 6 M5 X 4.05 58.9 7 M20 X 1.03 70 8 M20 X 1.03 70 9 M5 X 1.57 70 10 M5 X 1.57 70 11 M20 Y -5.89 1 12 M20 Y -5.89 70.2 13 M10 Y -5.89 1 14 M10 Y -5.89 70.2 15 M5 Y -2.34 19.1 16 M5 Y -2.34 58.9 17 M20 Y -.6 70 18 M20 Y -.6 70 19 M5 Y -.9 70 20 M5 Y -.9 70 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 19 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Point Loads (BLC 16: Horizontal Seismic Load)Q Member Label Direction Magnituderlb,k-in] Location rin, %l 1 M20 X -54.3 1 2 M20 X -54.3 70.2 3 M 10 X -55.95 1 4 M10 X -55.95 70.2 5 M5 X -18.2 19.1 6 M5 X -18.2 58.9 7 M20 X -11.02 70 8 M20 X -11.02 70 9 M29 X -52.4 7 10 M28 X -36.8 7 11 M27 X -51 7 12 M26 X -55.12 7 13 M25 X -56.8 7 14 M24 X -91 7 15 M5 X -15.9 70 16 M5 X -15.9 70 17 M31 X -16 7 18 M30 X -16 7 19 M23 X -16 7 Member Point Loads (BLC 17: Horizontal Seismic Load r Member Label Direction Magnituderlb.k-inl Locationrin, l 1 M20 Y -54.3 1 2 M20 9F Y -54.3"qoW 70.2 3 M 10 Y -55.95 1 4 M 10 Y -55.95 70.2 5 M5 Y -18.2 19.1 6 M5 Y -18.2 58.9 7 M20 Y -11.02 70 8 M20 Y -11.02 70 9 M29 Y -52.4 7 10 M28 Y -36.8 7 11 M27 Y -51 7 12 M26 Y -55.12 7 13 M25 Y -56.8 7 14 M24 Y -91 7 15 M5 Y -15.9 70 16 M5 Y -15.9 70 17 M31 Y -16 7 18 M30 Y -16 7 19 M23 Y -16 7 Member Distributed Loads (BLC 3: ICE Load) Member Label Direction Start Magnitudeflb/in,F,k... End Magnitudeflb[in,F,ksfl Start Locationri... End LocationrinAl 1 M20 Z -.35 -.35 0 0 M 15 -. 35 -. 35 0 0 3 M 10 Z -.35 -.35 0 0 4 M5 Z -.35 -.35 0 0 5 M 17 Z -. 34 -. 34 0 0 6 M 16 Z -. 34 -. 34 0 0 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 20 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 3: ICE Load) (Continued) Member Label Direction Start Magnitudejlb/in,F,k... End Magnitude[Ibin,F,ksfl Start Location[i... End Locationrin%1 7 M 12 Z -.34 -.34 0 0 8 Mil Z -.34 -.34 0 0 9 M7 Z -.34 -.34 0 0 10 M6 Z -.34 -.34 0 0 11 M2 Z -.34 -.34 0 0 12 M 1 Z -.34 -.34 0 0 13 M21 Z -.34 -34 0 0 14 M22 Z -.34 -.34 0 0 Member Distributed Loads (BLC 4: Wind 0°) Member Label Direction Start Magnituderlb/in,F,k... End Magnitude[lbAn,F,ksfl Start Location[i... End Location[in,%1 1 M20 X -.42 -.42 0 0 2 M 15 X -.42 -.42 0 POMR 0 3 M 10 X -.42 -.42 0 0 4 M5 X -.42 -.42 0 0 5 M 17 X -.34 -.34 0 0 6 M 16 X -. 34 -.34 0 0 7 M 12 X -.34 -.34 0 0 8 Mil X -. 34 -.34 0 0 9 M7 X -.34 -.34 0 0 10 M6 X -.34 -.34 0 0 11 M2 X -.34 -.34 0 0 12 M 1 X -.34 -.34 0 0 Member Distributed Loads (BLC 5: Wind 30°) Member Label Direction Start Ma nitude Ib/in,F,k... End Ma nitude Ib/in,F,ksf Start Location[i... End Location in% 1 M20 X -.37 -.37 0 0 2 M 15 X -.37 -.37 0 0 3 M 10 X -.37 -.37 0 0 4 M5 X -.37 -.37 0 0 5 M 17 X -.22 -.22 0 0 6 M 16 X -.22 -.22 0 0 7 M 12 X -.22 -.22 0 0 8 Mil X -.22 -.22 0 0 9 M7 X -.22 -.22 0 0 10 M6 X -.22 -.22 0 0 11 M2 X -.22 -.22 0 0 12 M 1 X -.22 -.22 0 0 13 M20 Y -.21 -.21 0 0 14 M 15 Y -.21 -.21 0 0 15 M 10 Y -.21 -.21 0 0 16 M5 Y -.21 -.21 0 0 17 M 17 Y -.13 -.13 0 0 18 M 16 Y -.13 -.13 0 0 19 M 12 Y -.13 -.13 0 0 20 Mil Y -.13 -.13 0 0 21 M7 Y -.13 -.13 0 0 22 M6 Y -.13 -.13 0 0 23 M2 Y -.13 -.13 0 0 24 M 1 Y -.13 -.13 0 0 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 21 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 6: Wind 60°) Mamhar 1 ahal nirartinn Start Mnnnihirlarlh/in F k Fnrl MnnnittirlaflhAn F kcfl Start I nratinnri Fnrl 1 nrafinnrin %1 1 M20 X -.21 -.21 0 0 2 M 15 X -.21 -.21 0 0 3 M 10 X -.21 -.21 0 0 4 M5 X -.21 -.21 0 0 5 M17 X -.04 -.04 0 0 6 M16 X -.04 -.04 0 0 7 M12 X -.04 -.04 0 0 8 Mil X -.04 -.04 0 0 9 M7 X -.04 -.04 0 0 10 M6 X -.04 -.04 0 0 11 M2 X -.04 -.04 0 0 12 M 1 X -.04 -.04 0 0 13 M20 Y -.37 -.37 0 0 14 M 15 Y -.37 -.37 0 0 15 M 10 Y -.37 -.37 0 0 16 M5 Y -.37 -.37 0 0 17 M17 Y -.07 -.07 0 0 18 M16 Y -.07 -.07 0 0 19 M12 Y -.07 -.07 0 0 20 Mil Y -.07 -.07 0 0 21 M7 Y -.07 -.07 0 0 22 M6 Y -.07 -.07 0 0 23 M2 Y -.07 -.07 0 0 24 M 1 Y -.07 -.07 0 0 Member Distributed Loads (BLC 7: Wind 90°) Mamhar I ahal rlirartinn Start Mannifiirlarlh/in F k Fnrl MnnnifiirlaflhAn F kcfl Start I nrntinnfi Fnrl 1 nraflnnrin M1 1 M20 Y -.42 -.42 0 0 2 M 15 Y -.42 -.42 0 0 3 M 10 Y -.42 -.42 0 0 4 M5 Y -.42 -.42 0 0 5 M17 Y 0 0 0 0 6 M16 Y 0 0 0 0 7 M12 Y 0 0 0 0 8 M11 Y 0 0 0 0 9 M7 Y 0 0 0 0 10 M6 Y 0 0 0 0 11 M2 Y 0 0 0 0 12 M1 Y 0 0 0 0 Member Distributed Loads (BLC 8: Wind 120°) MP.mhF,r I ahal nirartion Start Mnnnihirlarlh/in F k Fnrt Mannitiirtarlhln F kcfl Start I nrntionfi Fnrt I nrafionrin %I 1 M20 X .21 .21 0 0 2 M15 X .21 .21 0 0 3 M10 X .21 .21 0 0 4 M5 X .21 .21 0 0 5 M17 X .04 .04 0 0 6 M16 X .04 .04 0 0 7 M12 X .04 .04 0 0 8 M11 X .04 .04 0 0 9 M7 X .04 .04 0 0 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 22 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 8 : Wind 120°) (Continued) Member Label Direction Start Magnituderlblin,F,k... End Magnituderlblin,F,ksfl Start Locationri... End Locationrin%1 10 M6 X .04 .04 0 0 11 M2 X .04 .04 0 0 12 M 1 X .04 .04 0 0 13 M20 Y -.37 -.37 0 0 14 M 15 Y -.37 -.37 0 0 15 M 10 Y -.37 -.37 0 0 16 M5 Y -.37 -.37 0 0 17 M 17 Y -.07 -.07 0 0 18 M 16 Y -.07 -.07 0 0 19 M 12 Y -.07 -.07 0 0 20 Mil Y -.07 -.07 0 0 21 M7 Y -.07 -.07 0 0 22 M6 Y -.07 -.07 0 0 23 M2 Y -.07 -.07 0 0 24 M 1 Y -.07 -. 07 0 0 Member Distributed Loads (BLC 9: Wind 150°) Member Label Direction Start Ma nitude Iblin,F,k... End Ma nitude Ib/in,F,ks Start Location i... End Location in% 1 M20 X .37 .37 0 0 2 M15 X .37 .37--W 0 0 3 M10 X .37 .37 0 0 4 M5 X .37 .37 0 0 5 M 17 X .22 .22 0 0 6 M 16 X .22 .22 0 0 7 M 12 X .22 .22 0 0 8 Mil X .22 .22 0 0 9 M7 X .22 .22 0 0 10 M6 X .22 .22 0 0 11 M2 X .22 .22 0 0 12 M 1 X .22 .22 0 0 13 M20 Y -.21 -.21 0 0 14 M 15 Y -.21 -.21 0 0 15 M 10 Y -.21 -.21 0 0 16 M5 Y -.21 -.21 0 0 17 M 17 Y -.13 -.13 0 0 18 M 16 Y -.13 -.13 0 0 19 M 12 Y -.13 -.13 0 0 20 Mil Y -.13 -.13 0 0 21 M7 Y -.13 -.13 0 0 22 M6 Y -.13 -.13 0 0 23 M2 Y -.13 -.13 0 0 24 M 1 Y -.13 -.13 0 0 Member Distributed Loads (BLC 10 : Wind 0° with ice) Member Label Direction Start Magnitiderlb/in,F,k... End Magnituderlb[in,F,ksfl Start Locationri... End Locationrin%1 1 M20 X -.06 -.06 0 0 M 15 X -.06 0 0 3 M 10 X -.06 -.06 0 0 4 M5 X -.06 -.06 0 0 5 M 17 X -.06 -.06 0 0 6 M 16 X -.06 -.06 0 0 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 23 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 10: Wind 0° with ice) (Continued) Member Label Direction Start Magnituderlb/in,F,k... End MagnituderlbAn,F,ksfl Start Locationri... End Locationrin%1 7 M 12 X -.06 -.06 0 0 8 Mil X -.06 -.06 0 0 9 M7 X -.06 -.06 0 0 10 M6 X -.06 -.06 0 0 11 M2 X -.06 -.06 0 0 12 M 1 X -.06 -.06 0 Member Distributed Loads (BLC 11 : Wind 30' with ice) Member Label Direction Start Magnituderlb/in,F,k... End Magnituderlbfin,F,ksfl Start Locationri... End Locationrin,%1 1 M20 X -.06 -.06 0 0 2 M 15 X -.06 -.06 0 0 3 M 10 X -.06 -.06 0 0 4 M5 X -.06 -.06 0 0 5 M 17 X -.04 -.04 0 0 6 M 16 X -.04 -.04 0 0 7 M 12 X -.04 -.04 0 0 8 Mil X -.04 -.04 0 0 9 M7 X -.04 -.04 0 0 10 M6 X -.04 -.04 0 0 11 M2 X -.04 -.04 0 0 12 M 1 X -.04 -.04 0 0 13 M20 Y -.03 -.03 0 0 14 M 15 Y -.03 -.03 0 0 15 M 10 Y -.03 -.03 0 0 16 M5 Y -.03 -.03 0 0 17 M 17 Y -.03 -.03 0 0 18 M 16 Y -.03 -.03 0 0 19 M 12 Y -.03 -.03 0 0 20 Mil Y -.03 -.03 0 0 21 M7 Y -.03 -.03 0 0 22 M6 Y -.03 -.03 0 0 23 M2 Y -.03 -.03 0 0 24 M 1 Y -.03 -.03 0 0 Member Distributed Loads (BLC 12 : Wind 60° with ice) Member Label Direction Start Ma nitude Ib/in,F,k... End Ma nitude Ibfin,F,ks Start Location i... End Location in% 1 M20 X -.03 -.03 0 0 2 M 15 X -.03 -.03 0 0 3 M 10 X -.03 -.03 0 0 4 M5 X -.03 -.03 0 0 5 M 17 X -.01 -.01 0 0 6 M 16 X -.01 -.01 0 0 7 M 12 X -.01 -.01 0 0 8 Mil X -.01 -.01 0 0 9 M7 X -.01 -.01 0 0 10 M6 X -.01 -.01 0 0 11 M2 X -.01 -.01 0 0 12 M 1 X -.01 -.01 0 0 13 M20 Y -.06 -.06 0 0 14 M 15 Y -.06 -.06 0 0 15 M 10 Y -.06 -.06 0 0 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 24 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 12: Wind 600 with ice) (Continued) Mamhar I nhal nirprtinn Start Mnnnitiirtarlh/in F k Fnd Mnnnihidarlh/in F kafl Start I nratinnri Fnd I nratinnrin %1 16 M5 Y -.06 -.06 0 0 17 M 17 Y -.02 -.02 0 0 18 M 16 Y -.02 -.02 0 0 19 M 12 Y -.02 -.02 0 0 20 Mil Y -.02 -.02 0 0 21 M7 Y -.02 -.02 0 0 22 M6 Y -.02 -.02 0 0 23 M2 Y -.02 -.02 0 0 24 M 1 Y -.02 -.02 0 0 Member Distributed Loads (BLC 13 : Wind 90' with ice) Member Label Direction Start Maonituderlb/in.F.k... End Man nituderlb/in.F.ksfl Start Locationri... End Locationrin%1 1 M20 Y -.06 -.06 0 0 2 M 15 Y -.06 -.06 0 0 3 M 10 Y -.06 -.06 0 0 4 M5 Y -.06 -.06 0 0 5 M 17 Y -.01 -.01 0 0 6 M 16 Y -.01 -.01 0 0 7 M 12 Y -.01 -.01 0 0 8 Mil Y -.01 -.01 0 0 9 M7 Y -.01 -.01 0 0 10 M6 Y -.01 -.01 0 0 11 M2 Y -.01 -.01 0 0 12 M 1 Y -.01 -.01 0 0 Member Distributed Loads (BLC 14 : Wind 120' with ice) Mamhor I nhal rlirartinn Start Mannitiirlarlh/in F k Fnrl Mannitnrlar1h1iin F kcfl Start 1 nratinnri Fnrl 1 nrafinnrin %1 1 M20 X .03 .03 0 0 2 M15 X .03 .03 0 0 3 M10 X .03 .03 0 0 4 M5 X .03 .03 0 0 5 M17 X .01 .01 0 0 6 M16 X .01 .01 0 0 7 M12 X .01 .01 0 0 8 M11 X .01 .01 0 0 9 M7 X .01 .01 0 0 10 M6 X .01 .01 0 0 11 M2 X .01 .01 0 0 12 M1 X .01 .01 0 0 13 M20 Y -.06 -.06 0 0 14 M 15 Y -.06 -.06 0 0 15 M 10 Y -.06 -.06 0 0 16 M5 Y -.06 -.06 0 0 17 M 17 Y -.02 -.02 0 0 18 M 16 Y -.02 -.02 0 0 19 M 12 Y -.02 -.02 0 0 20 Mil Y -.02 -.02 0 0 21 M7 Y -.02 -.02 0 0 22 M6 Y -.02 -.02 0 0 23 M2 Y -.02 -.02 0 0 24 M 1 Y -.02 -.02 0 0 RISA-3D Version 17.0.4 [Z:\..A...\...\Engineed ng\SN19.r3d] Page 25 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Member Distributed Loads (BLC 15: Wind 150' with ice) Mesmhesr 1 ahal nirartinn Start Mnnnifiirlesrlh/in F k Fnrl Mannittirlarlh/in F kcfl Start I nratinnri Fnrl 1 nrafinnrin %1 1 M20 X .06 .06 0 0 2 M 15 X .06 .06 0 0 3 M 10 X .06 .06 0 0 4 M5 X .06 .06 0 0 5 M 17 X .04 .04 0 0 6 M 16 X .04 .04 0 0 7 M12 X .04 .04 0 0 8 M11 X .04 .04 0 0 9 M7 X .04 .04 0 0 10 M6 X .04 .04 0 0 11 M2 X .04 .04 0 0 12 M 1 X .04 .04 0 0 13 M20 Y -.03 -.03 0 0 14 M 15 Y -.03 -.03 0 0 15 M 10 Y -.03 -.03 0 0 16 M5 Y -.03 -.03 0 0 17 M 17 Y -.03 -.03 0 0 18 M 16 Y -.03 -.03 0 0 19 M 12 Y -.03 -.03 0 0 20 Mil Y -.03 -.03 0 0 21 M7 Y -.03 -.03 0 0 22 M6 Y -.03 -.03 0 0 23 M2 Y -.03 -.03 0 0 24 M 1 Y -.03 -.03 0 0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksfl No Data to Print ... Basic Load Cases RI C nesarrintinn Cntannry X C,'ravi Y rravi 7 C,'ravity .Inint Point rlictrih Aresa(MP.mh Surfaces 1 Self Weight DL -1 2 Weights DL 19 3 ICE Load DL 19 14 4 Wind 0° WL 10 12 5 Wind 30' WL 20 24 6 Wind 60' WL 20 24 7 Wind 90' WL 10 12 8 Wind 120' WL 20 24 9 Wind 150' WL 20 24 10 Wind 00 with ice WL 10 12 11 Wind 30° with ice WL 20 24 12 Wind 600 with ice WL 20 24 13 Wind 90° with ice WL 10 12 14 Wind 120' with ice WL 20 24 15 Wind 150' with ice WL 20 24 16 Horizontal Seismic Load X ELX -1 19 17 Horizontal Seismic Load Y ELY -1 19 18 Lm1 LL RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 26 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Basic Load Cases (Continued) RI r nacrrintinn rAtP.nnry X rravi Y rrnvi 7 rravity .Inint Pnint nictrih Arnn(MPmh SIlrf r.P 19 Lm2 LL 20 Lm3 LL 21 Lm4 LL 22 Lm5 LL 23 Lm6 LL 24 Lm7 LL 25 Lm8 LL 26 Lm9 LL 27 Lm10 LL 28 Lm11 LL 29 Lm12 LL 30 Lv1 LL 31 Lv2 LL 32 Lv3 LL 33 Lv4 LL 34 Lv5 LL 35 Lv6 LL 36 Lv7 LL 37 Lv8 LL 38 Lv9 LL 39 Lv10 LL 40 Lv11 LL 41 Lv12 LL Load Combinations nPcrrintinn oniVP. PnP S RI r Far. R Far. R Far. RI r Far. R Far. R Far. R Far. R Far. R Far. R Far. © 1 1 ��■�®©®��--■-■-■-■-■-■- 1 1 ��■�®©® '©�--■-■-■-■-■-■- 1 1 ��■�®©®��--■-■-■-■-■-■- m 1 1 ��■�®©®��--■-■-■-■-■-■- RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 27 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Load Combinations (Continued) r)acrrintinn Snlva Pna S RI r Far. R Far. R Far RI r Far. R Far. R Far. R Far. R Far. R Far. R Far. 25 1.2D+1.ODi+1.0... Yes Y 1 1.2 2 1.2 15 -1 3 1 26 1.2D+1.OE 00 Yes Y 1 1.4.. 2 1.4.. 161.5.. 17 27 1.2D+1.OE 300 Yes Y 1 1.4.. 2 1.4.. 161.3.. 17 .772 28 1.2D+1.OE 600 Yes Y 1 1.4.. 2 1.4.. 16.772 17 1.3.. 29 1.2D+1.OE 900 Yes Y 1 1.4.. 2 1.4.. 16 17 1.5.. 30 1.2D+1.OE_120° Yes Y 1 1.4.. 2 1.4.. 16 .772171.3.. 31 1.2D+1.OE_150° Yes Y 1 1.4.. 2 1.4.. 16-1 .... 17 •772 32 1.2D+1.OE_180° Yes Y 1 1.4.. 2 1.4.. 16-1 .... 17 33 1.2D+1.OE_210° Yes Y 1 1.4.. 2 1.4.. 16-1 .... 17,772 34 1.2D+1.OE_240° Yes Y 1 1.4.. 2 1.4.. 16 .772 17 -1.... 35 1.2D+1.OE 270° Yes Y 1 1.4.. 2 1.4.. 16 17-1 .... 36 1.2D+1.OE_300° Yes Y 1 1.4.. 2 1.4.. 16 •772 17 -1.... 37 1.2D+1.OE_330' Yes Y 1 1.4.. 2 1.4.. 161.3.. 17 .772 38 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 4 .094 39 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 5 .094 40 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 6 .094 41 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 7 .094 42 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 8 .094 43 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 9 .094 44 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 4 .094 45 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 5 .094 46 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 6 .094 47 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 7 .094 48 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 8 .094 49 1.2D+1.5Lm1+1.... Yes Y 1 1.2 2 1.2 18 1.5 9 .094 50 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 4 .094 51 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 5 .094 52 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 6 .094 53 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 7 .094 54 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 8 .094 55 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 9 .094 56 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 4 .094 57 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 5 .094 58 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 6 .094 59 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 7 .094 60 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 8 .094 61 1.2D+1.5Lm2+1.... Yes Y 1 1.2 2 1.2 19 1.5 9 .094 62 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 4 .094 63 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 5 .094 64 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 6 .094 65 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 7 .094 66 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 8 .094 67 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 9 .094 68 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 4 .094 69 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 5 .094 70 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 6 .094 71 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 7 .094 72 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 8 .094 73 1.2D+1.5Lm3+1.... Yes Y 1 1.2 2 1.2 20 1.5 9 .094 74 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 4 .094 75 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 5 .094 76 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 6 .094 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 28 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Load Combinations (Continued) r)acrrintinn Snlva Pna S RI r Far. R Far. R Far. RI r Far. R Far. R Far. R Far. R Far. R Far. R Far. 77 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 7 .094 78 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 8 .094 79 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 9 .094 80 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 4 .094 81 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 5 .094 82 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 6 .094 83 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 7 .094 84 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 8 .094 85 1.2D+1.5Lm4+1.... Yes Y 1 1.2 2 1.2 21 1.5 9 .094 86 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 4 .094 87 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 5 .094 88 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 6 .094 89 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 7 .094 90 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 8 .094 91 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 9 .094 92 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 4 .094 93 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 5 .094 94 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 6 .094 95 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 7 .094 96 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 8 .094 97 1.2D+1.5Lm5+1.... Yes Y 1 1.2 2 1.2 22 1.5 9 .094 98 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 4 .094 99 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 5 .094 100 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 6 .094 101 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 7 .094 102 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 8 .094 103 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 9 .094 104 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 4 .094 105 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 5 .094 106 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 6 .094 107 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 7 .094 108 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 8 .094 109 1.2D+1.5Lm6+1.... Yes Y 1 1.2 2 1.2 23 1.5 9 .094 110 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 4 .094 111 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 5 .094 112 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 6 .094 113 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 7 .094 114 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 8 .094 115 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 9 .094 116 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 4 .094 117 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 5 .094 118 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 6 .094 119 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 7 .094 120 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 8 .094 121 1.2D+1.5Lm7+1.... Yes Y 1 1.2 2 1.2 24 1.5 9 .094 122 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 4 .094 123 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 5 .094 124 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 6 .094 125 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 7 .094 126 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 8 .094 127 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 9 .094 128 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 4 .094 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 29 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Load Combinations (Continued) r)acrrintinn Snlva Pna S RI r Far. R Far. R Far. RI r Far. R Far. R Far. R Far. R Far. R Far. R Far. 129 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 5 .094 130 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 6 .094 131 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 7 .094 132 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 8 .094 133 1.2D+1.5Lm8+1.... Yes Y 1 1.2 2 1.2 25 1.5 9 .094 134 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 4 .094 135 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 5 .094 136 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 6 .094 137 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 7 .094 138 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 8 .094 139 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 9 .094 140 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 4 .094 141 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 5 .094 142 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 6 .094 143 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 7 .094 144 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 8 •094 145 1.2D+1.5Lm9+1.... Yes Y 1 1.2 2 1.2 26 1.5 9 .094 146 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 4 .094 147 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 5 .094 148 1.2D+1.5Lm10+1.., Yes Y 1 1.2 2 1.2 27 1.5 6 .094 149 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 7 .094 150 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 8 .094 151 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 9 .094 152 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 4 .094 153 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 5 .094 154 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 6 .094 155 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 7 .094 156 1.2D+1.5Lm10+1.., Yes Y 1 1.2 2 1.2 27 1.5 8 .094 157 1.2D+1.5Lm10+1.. Yes Y 1 1.2 2 1.2 27 1.5 9 .094 158 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 4 .094 159 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 5 .094 160 1.2D+1.5Lm11+1.., Yes Y 1 1.2 2 1.2 28 1.5 6 .094 161 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 7 .094 162 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 8 .094 163 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 9 .094 164 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 4 .094 165 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 5 .094 166 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 6 .094 167 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 7 .094 168 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 8 .094 169 1.2D+1.5Lm11+1.. Yes Y 1 1.2 2 1.2 28 1.5 9 .094 170 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 4 .094 171 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 5 .094 172 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 6 .094 173 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 7 .094 174 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 8 .094 175 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 9 .094 176 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 4 .094 177 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 5 .094 178 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 6 .094 179 1.2D+1.5Lm12+1.. Yes Y 1 1.2 2 1.2 29 1.5 7 .094 180 1.2D+1.5Lm12+1.., Yes Y 1 1.2 2 1.2 29 1.5 8 .094 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 30 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Load Combinations (Continued) nacrrintinn Snlva Pna S RI r Far. R Far. R Far RI r Far. R Far. R Far. R Far. R Far. R Far. R Far. Envelope Joint Reactions .Inint X nhl I r. Y nhl 1 C: 7 rlhl I r MY rk-inl I r. MY rk-inl I r M7 rk-inl I r 1 N 1 max 105.208 27 68.563 29 86.175 32 0 193 0 193 0 193 2 min -72.882 33 -68.563 35 -18.709 26 0 1 0 1 0 1 3 N4 max 14.97 3 10.102 3 85.891 26 0 193 0 193 0 193 4 min -42.564 9 -10.102 13 -18.992 32 0 1 0 1 0 1 5 N2 max 105.208 37 68.563 29 86.175 32 0 193 0 193 0 193 6 min -72.882 31 -68.563 35 -18.709 26 0 1 0 1 0 1 7 N5 max 14.97 13 10.102 3 85.891 26 0 193 0 193 0 193 8 min -42.564 7 -10.102 13 -18.992 32 0 1 0 1 0 1 9 N 11 max 88.111 3 42.481 29 119.643 20 0 193 0 193 0 193 10 min -47.103 9 -42.173 35 29.203 2 0 1 0 1 0 1 11 N 12 max 88.111 13 42.173 29 119.643 20 0 193 0 193 0 193 12 min -47.103 7 -42.481 35 29.203 2 0 1 0 1 0 1 13 N 14 max 86.812 3 65.94 29 122.021 15 0 1931 0 193 0 193 14 min -127.508 9 -66.505 35 29.336 9 0 1 0 1 0 1 15 N 15 max 86.812 13 66.505 29 122.021 25 0 193 0 193 0 193 16 min -127.508 7 -65.94 35 29.336 7 0 1 0 1 0 1 17 N21 max 18.618 27 11.11 29 17.562 21 0 193 0 193 0 193 18 min -10.02 33 -11.044 35 7.959 3 0 1 0 1 0 1 19 N22 max 18.618 37 11.044 29 17.562 19 0 1931 0 193 0 193 20 min -10.02 31 -11.11 35 7.959 13 0 1 0 1 0 1 21 N24 max 10.016 27 11.049 29 17.596 15 0 193 0 193 0 193 22 min -18.607 33 -11.123 35 7.973 9 0 1 0 1 0 1 23 N25 max 10.016 37 11.123 29 17.596 25 0 193 0 193 0 193 24 min -18.607 31 -11.049 35 7.973 7 0 1 0 1 0 1 25 N31 max 122.151 27 70.916 29 249.728 8 0 193 0 193 0 193 26 min -67.882 33 -70.916 35 -154.8 2 0 1 0 1 0 1 27 N32 max 122.151 37 70.916 29 249.728 8 0 193 0 193 0 193 28 min -67.882 31 -70.916 35 -154.8 2 0 1 0 1 0 1 29 N34 max 76.841 3 51.071 29 249.608 2 0 1931 0 193 0 193 30 min -123.164 9 -51.071 35 -154.92 8 0 1 0 1 0 1 31 N35 max 76.841 13 51.071 29 249.608 2 0 193 0 193 0 193 32 min -123.164 7 -51.071 35 -154.92 8 0 1 0 1 0 1 33 N41 max 1.849 26 8.907 29 2.978 25 0 193 0 193 0 193 34 min -1.849 32 -6.908 35 .673 2 0 1 0 1 0 1 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 31 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Envelope Joint Reactions (Continued) .Inint X nhl I r. Y nhl I r 7 rlhl I r MY rk-inl I r MY rk-inl I r M7 rk-inl I r 35 N42 max 6.081 26 7.604 29 8.908 25 0 193 0 193 0 193 36 min -6.081 32 -8.211 35 4.484 2 0 1 0 1 0 1 37 N43 max 1.849 26 6.908 29 2.978 25 0 193 0 193 0 193 38 min -1.849 32 -8.907 35 .673 2 0 1 0 1 0 1 39 N44 max 6.081 26 8.211 29 8.908 25 0 193 0 193 0 193 40 min -6.081 32 -7.604 35 4.484 2 0 1 0 1 0 1 41 N47 max 48.603 26 46.123 29 66.461 25 0 1931 0 193 0 193 42 min -48.603 32 -43.407 35 38.298 2 0 1 0 1 0 1 43 N48 max 48.603 26 43.407 29 66.461 25 0 193 0 193 0 193 44 min -48.603 32 -46.123 35 38.298 2 0 1 0 1 0 1 45 N49 max 65.945 26 60.373 29 85.483 25 0 193 0 193 0 193 46 min -65.945 32 -60.655 35 51.737 2 0 1 0 1 0 1 47 N50 max 65.945 26 60.655 29 85.483 25 0 1931 0 193 0 193 48 min -65.945 32 -60.373 35 51.737 2 0 1 0 1 0 1 49 N51 max 42.743 26 46.254 29 55.69 25 0 193 0 193 0 193 50 min -42.743 32 -47.075 35 33.037 2 0 1 0 1 0 1 51 N52 max 42.743 26 47.075 29 55.69 25 0 193 0 193 0 193 52 min -42.743 32 -46.254 35 33.037 2 0 1 0 1 0 1 53 N53 max 46.769 26 44.266 29 60.578 25 0 1931 0 193 0 193 54 min -46.769 32 -44.585 35 36.382 2 0 1 0 1 0 1 55 N54 max 46.769 26 44.585 29 60.578 25 0 193 0 193 0 193 56 min -46.769 32 -44.266 35 36.382 2 0 1 0 1 0 1 57 N55 max 34.965 26 37.213 29 44.127 25 0 193 0 193 0 193 58 min -34.965 32 -37.495 35 27.078 2 0 1 0 1 0 1 59 N56 max 34.965 26 37.495 29 44.127 25 0 1931 0 193 0 193 60 min -34.965 32 -37.213 35 27.078 2 0 1 0 1 0 1 61 N57 max 39.862 26 37.808 29 49.052 25 0 193 0 193 0 193 62 min -39.862 32 -37.981 35 31.105 2 0 1 0 1 0 1 63 N58 max 39.862 26 37.981 29 49.052 25 0 193 0 193 0 193 64 min -39.862 32 -37.808 35 31.105 2 0 1 0 1 0 1 65 N59 max 30.521 26 29.362 29 40.424 25 0 1931 0 193 0 193 66 min -30.521 32 -30.369 35 23.844 2 0 1 0 1 0 1 67 N60 max 30.521 26 30.369 29 40.424 25 0 193 0 193 0 193 68 min -30.521 32 -29.362 35 23.844 2 0 1 0 1 0 1 69 N61 max 15.775 26 15.202 29 25.944 25 0 193 0 193 0 193 70 min -15.775 32 -16.428 35 12.258 2 0 1 0 1 0 1 71 N62 max 15.775 26 16.428 29 25.944 25 0 193 0 193 0 193 72 min -15.775 32 -15.202 35 12.258 2 0 1 0 1 0 1 73 Totals: max 1319.194 26 1319.193 29 2216.758 18 74 min -1319.194 32 -1319.193 35 1025.279 9 Envelope RISC 15th(360-16): LRFD Steel Code Checks Mamhar Shang C:nrla C:hrrk I nrri 1 t. Shaar I nrri rlirl t. nhi*Pnr. nhi*Pnt nhi*Mn nhi*Mn rh Fnn 1 M5 HSS2.375X0.154 A1085 .056 50.3.. 35 .010 50.3.. 36 32308.3733875.34 24.043 24.043 1.. H 1-1 b 2 M10 HSS2.375X0.154 A1085 .160 27.6•• 8 .014 26.8.. 8 32308.37 875.3424.043 24.043 1 H1-lb 3 M15 HSS2.375X0.154 A1085 .011 50.3.. 26 .001 50.3.. 25 32308.3733875.34 24.043 24.043 1 H1-1 b 4 M20 HSS2.375X0.154 A1085 .148 26.8•• 8 .015 51.1.. 8 31904.... 33875.34 24.043 24.043 1 H 1-1 b 5 M30A 1 /2 1 .087 0 25 .005 6 35 8264.773 10054.8 .985 .985 1 . H 1-1 b 6 M30B 1 /2 .087 0 15 .005 6 29 8264.773 10054.8 .985 .985 1.. H 1-1 b 7 M31 B 1 /2 .087 0 19 .005 6 29 8264.7773 10054.8 .985 .985 1.. H 1-1 b RISA-31D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 32 Company Tryon July 9, 2020 Designer TN 6:28 PM Job Number 163369 Checked By. Model Name SN19 Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Mamhar Shang r:nrla r.hark I nrri 1 C: Shaar I nrri nirl C: nhi*Pnr. nhi*Pnt nhi*Mn nhi*Mn r.h Fnn 8 M32 1/2 .087 0 21 .005 6 35 8264.773 10054.8 .985 .985 1.. H 1-1 b 9 M34 1/2 .719 0 14 .048 6 35 8264.773 10054.8 .985 .985 1 - H 1-1 b 10 M35 1/2 .719 0 14 .048 6 298264.773 10054.8 .985 .985 1... H1-1b 11 M37 1/2 .718 0 20 .034 6 298264.773 10054.8 .985 .985 1•• H1-1b 12 M38 1/2 .718 0 20 .034 6 358264.773 10054.8 .985 .985 1•• H1-1b Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Mamhar Shang Cnrta I nrrinl 1 i. Shaar I nnrinl nir 1 r` nhi*Pnrlhlnhi*Tnllhl nhi*Mnv nhi*Mn7 nhi*V nhi*\/ C h Fnn 1 M 1 Unistrut 1 .147 6 31 .038 O y 32 13521.0.. 15661.76 4.969 8.16 2269....4539.... 1 H 1. 2-1 2 M2 Unistrut 1 .094 6 24 .038 0 2613521.0.. 15661.76 4.969 8.16 2269...4539.... 1 H1.2-1 3 M6 Unistrut 1 .102 8.25 25 .053 3.75 21 13521.0.. 15661.76 5.148 8.16 2269....4539.... 1 H 1. 2-1 4 M7 Unistrut 1 .110 3.75 9 .054 3.75 1613521.0.. 15661.76 5.149 8.161 2269....4539.... 1 H1.1-1 5 M11 Unistrut 1 .018 8.25 36 .008 1 O y 21 13521.0.. 15661.76 5.148 8.16 2269....4539.... 1 H1.2-1 6 M12 Unistrut 1 .018 8.25 30 .008 12 y 2513521.0.. 15661.76 5.149 8.161 2269....4539.... 1 H1.1-1 7 M16 Unistrut 1 .239 6 8 .110 12 8 13521.0.. 15661.76 4.969 8.16 2269...4539.... 1 H1.2-1 8 M17 Unistrut 1 .258 6 2 .110 0 2 13521.0.. 15661.76 5.148 8.16 2269....4539.... 1 H1.2-1 9 M21 Unistrut 1 .068 22.5 27 .022 29.531 y 25 1960.424 15661.76 4.023 6.282 2269...4539.... 1 H 1. 2-1 10 M22 Unistrut 1 .068 22.5 27 .022 29.531 25 1960.424 15661.76 4.023 6.282 2269....4539.... 1 H 1. 2-1 RISA-3D Version 17.0.4 [Z:\...\...\...\Engineering\SN19.r3d] Page 33 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 1 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9, 2020 (1)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: HY 200-A + HIT-Z 1/2 Item number: 2018444 HIT-Z 1/2" x 6 1/2" (element) / 2022791 HIT-HY 200-A (adhesive) Effective embedment depth: hef = 4.500 in. Material: DIN EN ISO 4042 Evaluation Service Report: ESR-3963 Issued I Valid: 1/1/2020 1 12/1/2020 Proof: Design Method ASD Masonry Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.118 in. Anchor plate : Ix x ly x t = 6.000 in. x 4.000 in. x 0.118 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: Grout -filled CMU, L x W x H: 16.000 in. x 8.000 in. x 8.000 in.; Joints: vertical: 0.375 in.; horizontal: 0.375 in.; Head (vertical) joints are completely filled with grout or mortar Base material temperature: 68 °F Installation: Face installation Seismic loads no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 0 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 2 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9, 2020 (1)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: Geometry [in.] & Loading [lb, in.kip] 1.1 Design results Case Description 1 Combination 1 �0 0 N ti Y Z X Forces [lb] / Moments [in.kip] Seismic Max. Util. Anchor [%] N = 47; Vx = 0; Vy = 249; no 24 Mx = 0.000000; My = 0.000000; Mz = 0.000000; 2 Load case/Resulting anchor forces Load case: Service loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 47 249 0 249 max. compressive strain: [%a] max. compressive stress: [psi] resulting tension force in (x/y)=(0.000/0.000): 47 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan y 2 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 3 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9,2020(1)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: 3 Tension load (Most utilized anchor 1) Load Ps [lb] Capacity P, [lb] Utilization Pr = PjPt [%] Status Steel strength 47 6,100 1 OK Bond strength 47 1,406 4 OK 3.1 Steel strength Pt s = ESR Value refer to ICC-ES ESR-3963 Pts >_ Ps Results Pts [lb] Ps [lb] 6,100 47 3.2 Bond strength Pt,b,Base = ESR Value refer to ICC-ES ESR-3963 Pl,b = Pt,b,Base ' fred,E fred,s ' fred,Temp fred,Bedjoint Pt,b > Ps Variables Cmin [in.] cam. [in.] Smin [in.] Sir [in.] Temperature [°F] 4.000 20.000 4.000 18.000 68 Results Ptb [lb] Pt,b,Base [lb] Ps [lb] fred,E fred,S fred,Temp fred,Bedjoint 1,406 1,520 47 0.925 1.000 1.000 1.000 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9,2020(1)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: 4 Shear load (Most utilized anchor 1) Load VS [lb] Capacity Vt [lb] Utilization Pv = VjVt [%] Status Steel strength 249 3,145 8 OK Bond strength para and perp, (Dir. x-)t - - 21 OK 'Shear utilization may result from parallel and perpendicular shear (see details) 4.1 Steel strength Vts = ESR Value refer to ICC-ES ESR-3963 Vt,s > Vs Results Vt.s [lb] Vs [lb] 3,145 249 4.2 Bond strength parallel Vt,b,Base,ll - ESR Value refer to ICC-ES ESR-3963 Vt,b,ll = Vt,b,Base,ll ' fred,E,ll - fred,s,ll - fred,Temp Vt,b; I > Vsdl Variables Cmin [in.] co. [in.] Smin [in.] Sir [in.] Temperature [°F] 4.000 12.000 4.000 18.000 68 Results Vt,b,il [lb] Vt,b,Base,ll [lb] Vsdi [lb] fred,E,ll fred,S,ll fred,Temp Utilization Rv,ii [%] 1,240 1,240 249 1.000 1.000 1.000 20 4.3 Bond strength perpendicular Vt,b,Base,l = ESR Value refer to ICC-ES ESR-3963 Vt,b,1 = Vt,b,Base,l - fred,E,l . fred,s,1 ' fred,Temp V"b,l > Vs,l Variables Cmin [in.] car [in.] Smin [in.] sir [in.] Temperature [°F] 4.000 12.000 4.000 18.000 68 Results 1 Vt,b,1 [lb] 1 Vt,b,Base,l [lb] 1 Vs, [Ib] fred,E,1 fred,S,l fred,Temp Utilization Rv,l [%] 0 1,240 0 0.000 0.000 1.000 0 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 5 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9, 2020 (I)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: 4.4 Shear interaction _ -Vs, R�,u Vtii Rv,� - Vt,l S Utilization Rv [%] Status 0.201 0.000 1.000 21 OK RV = KV,u + ay.' — 1.0 5 Combined tension and shear loads (Most utilized anchor 1) _ _� _ RP Pt Rv,u Vt,1 Rv' Vt,I a Utilization RPv [%] Status 0.033 0.201 0.000 1.000 24 OK RP,v = K + R�,ii + R�,l <=1.0 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • The min. sizes of the bricks, the masonry compressive strength, the type / strength of the mortar and the grout (in case of fully grouted CMU walls) has to fulfill the requirements given in the relevant ESR-approval or in the PTG. • Only the local load transfer from the anchor(s) to the wall is considered, a further load transfer in the wall is not covered by PROFIS! • Wall is assumed as being perfectly aligned vertically - checking required(!): Noncompliance can lead to significantly different distribution of forces and higher tension loads than those calculated by PROFIS. Masonry wall must not have any damages (neither visible nor not visible)! While installation, the positioning of the anchors needs to be maintained as in the design phase i.e. either relative to the brick or relative to the mortar joints. • The effect of the joints on the compressive stress distribution on the plate / bricks was not taken into consideration. • If no significant resistance is felt over the entire depth of the hole when drilling (e.g. in unfilled butt joints), the anchor should not be set at this position or the area should be assessed and reinforced. Hilti recommends the anchoring in masonry always with sieve sleeve. Anchors can only be installed without sieve sleeves in solid bricks when it is guaranteed that it has not any hole or void. • The accessories and installation remarks listed on this report are for the information of the user only. In any case, the instructions for use provided with the product have to be followed to ensure a proper installation. • The compliance with current standards (e.g. 2015, 2012, 2009 and 2006 IBC) is the responsibility of the user. • Drilling method (hammer, rotary) to be in accordance with the approval! • Masonry needs to be built in a regular way in accordance with state -of the art guidelines! • Warnings/Notes - OST in Masonry HNA! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 6 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9, 2020 (I)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 7 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9,2020(1)-SP19-N31-LC8 Date: 7/9/2020 Fastening point: 7 Installation data Profile: no profile Hole diameter in the fixture: df = 0.625 in. Plate thickness (input): 0.118 in. Drilling method: Drilled in hammer mode Anchor type and diameter: HY 200-A + HIT-Z 1/2 Item number: 2018444 HIT-Z 1/2" x 6 1/2" (element) / 2022791 HIT-HY 200-A (adhesive) Installation torque: 0.360000 in.kip Hole diameter in the base material: 0.563 in. Hole depth in the base material: 4.500 in. Minimum thickness of the base material: 7.625 in. Hilti HIT-Z non -cleaning bonded expansion anchor with HIT-HY 200 injection mortar with 4.5 in embedment h_ef, 1/2, Steel galvanized, Hammer drilled installation per ESR-3963 1/ 3.000 3.000 0 0 0 0 N N O O O O N N 3.000 Coordinates Anchor [in.] Anchor x y a.x c+x c-y c+y 1 0.000 0.000 20.000 16.000 36.000 36.000 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3.000 7 Hilti PROFIS Engineering 3.0.62 www.hilti.com Company: Page: 8 Address: Specifier: Phone I Fax: E-Mail: Design: Masonry - Jul 9, 2020 (1)-SP1 9-N31 -LC8 Date: 7/9/2020 Fastening point: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROMS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan .0. Try I o n Analysis Date: 7/9/2020 APPENDIX C SCOPE OF WORK FILES 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 - 1 • - • RFDS NAME: STTLWASNI9 DATE: 1 12/06/2017 RF DESIGN ENG: Gisele Lima RF PERF END: Game Tuason RFDS PROGRAM TYPE: 2020 5G NR Radio ISSUE: IL Approved? (YIN): Yes I RF DESIGN PHONE: 4259193253 RF PERF PHONE: 2066611073 RFDS TECHNOLOGY: 5G NR iSR REVISION: RF MANAGER: I Piero Rovani I RF DESIGN EMAIL: g1013y@us.aft.com RF PERF EMAIL: gt9197@us.aft.c0m STATEISTATUS: Final/Approved INITIATIVE /PROJECT: V1.0: Scoped on 02/26/2020. L7 antenna close to FN. Swap antenna pos 2 with 80010965 and move it to pos 1 for 5G/L7/L9 in order to increase distance between L] and FN ADDITIONAL WORKFLOW NOTIFICATIONS: RFDS ID: 3592533 RFDS VERSION: 1.00 Created By: af4499 Updated By: af4499 Date Created: 12/24/2019 12,4158 PM Date Updata l: 4/29/20201:59:05 PM I -PLAN JOB # 1: WR_ RWOR-19-08864 EXPIRATION DATE: ESTIMATED SON: IPLAN PRO GRP SUB GRP #1: Calculation ID: 5G NR Radio II 5G NR iSR I -PLAN JOB # 2: (PLAN PRO GRP SUB GRP #2: I -PLAN JOB # 3: ?PLAN PRO GRP SUB GRP #3: I -PLAN JOB # 4: IPLAN PRO GRP SUB GRP #4: I -PLAN JOB # 5: IPLAN PRO GRP SUB GRP #5: I -PLAN JOB # 6: IPLAN PRO GRP SUB GRP #6: I - PLAN JOB # 7: IPLAN PRO GRP SUB GRP #7: Section• • INFORMATION -PLAN JOB # 8: IPLAN PRO GRP SUB GRP #8: 114211 FA LOCATION CODE: 10092438 LOCATION NAME EOMONO. ORACLE PTN # 1: 3801AOT6MR PACE JOB # 1: MRWOR046806 REGION: WEST MARKET CLUSTER: SEATTLE/OREGONINO. ID MARKET: WASHINGTON ORACLE PTN#2: PACE JOB 92: ADDRESS: 406 MAIN STREET CITY: EDMONDS STATE: WA ORACLE PTN 03: PACE JOB 03: ZIP CODE: 98020 COUNTY: SNOHOMISH LONG (DEC. DEG.). -122,3807220 ORACLE PTN # 4: PACE JOB # 4: LATITUDE (0-M-5): 47d 46m42.40085 LONGITUDE (D-MS):-122tl-22m-50.59925 LA 47.8117180 ORACLE PTN # 5: PACE JOB # 5: DIRECTIONS, ACCESS AND EQUIPMENT LOCATION: TIME MILE INSTRUCTION FOR TOWARD DEPART SEATTLE-TACOMA INTERNATIONAL AIRPORT ON LOCAL ROAD(S) (EAST)TERMINAL / FREEWAYS CONTINUE (NORTH) ON NORTH EXIT DR 0.3 MI WA-99 / S. 17OTH ST. I FREEWAY BEAR RIGHT (NORTH) ONTO RAMP 0.2 MI S. 170TH ST. I WA-99I ON NORTH EXIT DR CONTINUE (NORTH-EAST) ON RAMP 0.4 MI WA-51811-511-4051 SEATTLE 1 TACOMA MERGE ONTO SR-518 (FAST) TURN OFF ONTO RAMP 0.5 MI 1-5 / SEATTLE MERGE ONTO 1-5 (NORTH) 26.3 AT 1-5 EXIT 177, TURN OFF ONTO RAMP 0.7 MI WA-104 / EDMONDS / LAKE FOREST PARK 27.0 MERGE ONTO SR. 104 [NE 205TH ST] (WEST)4.8 MI 31.7 TURN RIGHT (EAST) ONTO SR-524 [MAIN ST] 0.1 MI 31.9 CONTINUE (EAST) ON MAIN ST 98 YDS 31.9 ARRIVE 406 MAIN ST, EDMONDS, WA 98020 (406 MAIN ST, EDMONDS, WA 98020]AT THE INTERSECTION OF MAIN & 4TH AVE, THE CELL SITE IS IN THE BASEMENT OF THE COMMERCIAL BUILDING LOCATED ON THE SE CORNER OF THE SAME INTERSECTION AT 406 MAIN STREET.VALIDATED BY BMU68 0W17/2016 ORACLE PTN # 6: PACE JOB # 6: ORACLE PTN # 7: PACE JOB # 7: ORACLE PTN # 8: PACE JOB # 8: BORDER CELL WITH CONTOUR COORD: SEARCH RING NAME: AM STUDY REQ'D (YIN): No SEARCH RING ID: FREO COORD: BTA: MSAI RSA: LAC(UMTS): 42976 RF DISTRICT: 29 RFZONE: A RNC(UMTS): TACNWADNCRARI7 MME POOL ID(LTE): FF49 PARENT NAMEIUMTSI: TACOMA - ALU RNC 9370-17 SectionLICENSECOVERAGE/FILING INFORMATION CGSA- NO FILING TRIGGERED(Yes/No): No CGSA LOSS: PCS REDUCED - UPS ZIP: I III PCS POPS REDUCED: CGSA CALL SIGNS: CGSA - MINOR FILING NEEDED (YeslNo):: No CGSA EXT AGMT NEEDED: CGSA- MAJOR FILING NEEDED(Yea/No): Yes CGSA SCORECARD UPDATED: SectionTOWER/REGULATORY INFORMATION STRUCTURE AT&T OWNED?: I No GROUND ELEVATION (N): STRUCTURE TYPE: BUILDING -SIDE MOUNT MARKET LOCATION 700 MHz Band: ADDITIONAL REGULATORY?: No HEIGHT OVERALL (#): FCC ASH NUMBER: 1 0 MARKET LOCATION 850 MHz Band: SUB -LEASE RIGHTS?: I No STRUCTURE HEIGHT (ft): 0.00 MARKET LOCATION 1900 MHz Bantl: LIGHTING TYPE: NOT REQUIRED MARKET LOCATION AWS Bantl: MARKET LOCATION WCS Bantl: MARKET LOCATION Future Band: • •- • PSAP NAME: PSAP ID: E911 PHASE: MPC SVC PROVIDER: LMU REQUIRED: ESRN: DATE LIVE PH1: DATE LIVE PH2: SECTOR E-911 0 SECTOR B 0 SECTOR C 0 SECTOR D SECTOR E SECTOR F .MNI INFORMATION PSAP NAME'. PSAP ID: E911 PHASE: MPC SVC PROVIDER: LMU REQUIRED: ESRN: DATE LIVE PHI : DATE LIVE PH2: SECTOR A E-911 0 SECTOR B 0 SECTOR C 0 SECTOR D SECTOR E SECTOR F OMNI SECTION•- • BBU 1 BBU 2 BBU 3 BBU RBS ID: 135876 251834 372691 TECHNOLOGY: UMTS UMTS LTE BBU NAME (CTS Common ID(: WASNU2631 WASNU2631 _2 WAL02631 CELL ID/BCF: WASNU2631 WASNU2631 2 WAL02631 BTAMD: 413V 413U 413L 4A DIGIT SITE ID: 2631 2631 02631 COW OR TOY?: No No No CELL SITE TYPE: SECTORIZED SECTORIZED SECTORIZED SITE TYPE: MACRO -CONVENTIONAL MACRO -CONVENTIONAL MACRO -CONVENTIONAL BTS LOCATION ID: ROOF ROOF GROUND BASE STATION TYPE: OVERLAY OVERLAY OVERLAY EQUIPMENT NAME: EDMONDS EDMONDS EDMONDS LTE DISASTER PRIORITY: 1 2 1 EQUIPMENT VENDOR: ALL ALU NOKIA EQUIPMENT TYPE (Model(: MACRO CELL INDOOR MACRO CELL INDOOR FSM4 ASIA C1 BASEBAND CONFIGURATION: xxxxx / IxAMIA / 3xABIA / 1xASIA MARKET STATE CODE: WA NODE B NUMBER: 0 0 2631 SIDEHAUL SWITCH VENDOR: SIDEHAUL SWITCH MODEL: SIDEHAUL SWITCH NAME: �CTI•INFORMATION BBU 1 BBU 2 BBU 3 BBU RBS ID: 251834 372691 789569 TECHNOLOGY: UMTS LTE 5G BBU NAME (CTS Common ID(: WASNU2631_2 WAL02631 WAWN002631 CELL ID/BCF: WASNU2631 2 WAL02631 WAWN002631 BTA?ID: 413U 413L 413 4-9 DIGIT SITE ID: 2631 422631 02631 COW OR TOY?: No No No CELL SITE TYPE: SECTORIZED SECTORIZED SECTORIZED SITE TYPE: MACRO -CONVENTIONAL MACRO -CONVENTIONAL MACRO -CONVENTIONAL BTS LOCATION ID: ROOF GROUND GROUND BASE STATION TYPE: OVERLAY OVERLAY OVERLAY EQUIPMENT NAME: EDMONDS EDMONDS LTE EDMONDS DISASTER PRIORITY: 2 1 0 EQUIPMENT VENDOR: ALL NOKIA NOKIA EQUIPMENT TYPE (Model): MACRO CELL INDOOR FSM4 ASIA CI SGNR ASIK C2 BASEBAND CONFIGURATION: xxm/1xAMIA I3xABIA/lxASIA mm/xxxxx/lxABIL/lxASIK MARKET STATE CODE: WA WAW NODE B NUMBER: 0 2631 2631 SIDEHAUL SWITCH VENDOR: SIDEHAUL SWITCH MODEL: SIDEHAUL SWITCH NAME: Section 8 - RBS/SECTOR ASSOCIATION - existing Nov- Section 8 - RBS/SECTOR ASSOCIATION - final Section 9 - SOFT SECTOR ID - existing Section 9 - SOFT SECTOR ID - final Section 9 - Cell Number - existing Section 9 - Cell Number - final Section 10 - CID/SAC - existing SECTOR A SECTOR E SECTOR F OMNI Section 10 - CID/SAC -final ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifi.d) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION 4 ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION 7 ANTENNA MAKE - MODEL 80010865 80010991 742-264 ANTENNA VENDOR Kathmin Kathrein Kathmin ANTENNA SIZE IN x W x D) 75.6X14.8X6.7 78.7X20X6.9 51.8X(0.3X5.5 ANTENNA WEIGHT 66.1 100.9 36.4 AZIMUTH 180 180 180 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.15 39.3 38.15 MECHANICAL DOWNTILT 2 2 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTVIMODEL) DIPLEXER (OTYIMODEL) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (OTVIMODEL) TMAILNA(QTVIMODEL) 2 2-ETB19G&12UB_(U9); CURRENT INJECTORS FOR TMA (QTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID(QTVIMODEL) 1 DC&4&60-1"F 2 DC648-60-1"F FIBER TRUNK (OTVIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (OTYIMODEL) 1 RRH2x40W_7L (REUSE ONLY) 1 Flexi RRH 4T4R B14 160W FRBI RRH -850 band (QTVIMODEL) RRH -1900 band (OTYIMODEL) 1 B25 RRH4X30-0R RRH- AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH- WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 any band (QTYIMODEL) Additional RRH #2 - any band (QTVIMODEL) Additional Component 1 (QTYIMODEL) Additional Component 2 (QTYIMODEL) Additional Component 3 (QTYIMODEL) Local Market Note 1 ELECTRICAL TILTS: L7(02) , L9(03), L2(02), WCS(02), L7_PS(02), U8(04) , U9(00) ERP: L7(1442), L9(3890), L2(4149),WCS(13), L7_PS(2685), U8(382), U9(0) Local Markel Nota 2 ANTENNA PORTS: L7 8c+80 , L9 Ba+Bb+8e+8 , L2 9a+9b+9e+ ( ) ( f) ( 9f),WCS(9i+9j+9k+91),L7_P8(9c+gd+9g+9h), U8(10c+10tl), U9(10a+10b) Local Markel Note 3 SECTOR NAME: L7(WAL02631_7A_1), L9(WAL02631_9A_1), L2(WAL02631_2A_1), WCS(WAL02631_3A_1), L7_PS(WAL02631 _7A_2_F), UB(WASNU2631X) , U9(WASNU2631A) PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL T%ID ATOLL CELL ID TXIRX 7 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/eottom/ Integrated/No ne) FEEDERS TYPE FEEDER LENGTH (tee[) RXAIT KIT MODULE? TRIPLEXER or LLC (QTY) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT E POWER (Watts) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT 1 WAL02631 7A_1 WAL02631 7A_I LTE 700 ZOT 0865_728MHz_0 15 2 Top FIBER 155 1442 PORT 2 WAL02631_7A_1 WAL02631_7A_1 LTE 700 ZDT 0865_728MHz_0 15 2 Top FIBER 155 7442 ANTENNA POSITION 2 PORT 3 WAL02631_9A_1 WAL02631_9A_1 LTE 1900 80010865_1950MHz_ 02.513T 17 25 Top FIBER 155 3890 PORT WAL02631_9A_I WAL02631_9A_I LTE 1900 80010865_1950MHz_ 02.5DT 17 25 Top FIBER 155 3890 PORT 5 WAL02631_9A_1 WAL02631_9A_1 I I LTE 1900 80010865_1950MHz_ 17 2.5 Top FIBER 155 3890 02.5DT 800108851950MHz_ PORT 6 WAL02631_9A_I WAL02631_9A_1 LTE 1900 02.5DT 17 2 5 Top FIBER 155 3890 PORT 1 LTE 700 20010991_716MHz_0 14 2 Top FIBER 155 2685 PORT 2 LTE 700 20T 0991_716MHz_0 14 2 Top FIBER 155 2685 0991_716MHz_0 PORT 3 LTE 700 200 14 2 Top FIBER 155 2685 PORT LTE 700 2000991_716MHz_0 14 2 Top FIBER 155 2685 800109912133MHz_ PORT WAL02631_2A_1 WAL02631_2A_I LTE AWS 02DT 16 2 Top FIBER 155 4149 PORT WAL02631_2A_1 WAL02631_2A_1 LTE AWS 800109912133MHz_ 16 2 Top FIBER 155 4149 02DT ANTENNA POSITION 3 PORT 7 WAL02631_2A_1 WAL02631_2A LTE AWS 80010991_2133MHz_ 16 2 Top FIBER 155 4149 02DT 80010991_2133MHz_ PORT 8 WAL02631_2A_1 WAL02631_2A_1 LTE AWS 02DT 16 2 Top FIBER 155 4149 91_2355MHz_ PORT 9 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 02DT 02DT 17 2 Top FIBER 155 13 800109912355MHz_ PORT 10 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 02DT 17 2 Top FIBER 155 13 PORT 11 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 100109112355MHz_ 17 2 Top FIBER 155 13 02DT PORT 12 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 0010991_2355MHz_ 2DT 17 2 Top FIBER 155 13 KT-742-264- PORT1 WASNU2631X WASNU2631X UMTS 850 85004DT 14 4 None LDF57/8_850 118 382 KT 742264 PORT WASNU2631X WASNU2631X UMTS 850 850 04DT 14 4 None LDF57/8850 — 118 382 ANTENNA POSITION 4 PORT UMTS 1900 KT742264 16 0 None LDF57/81900 118 0 1900 OODT — KT742264 PORT UMTS 1900 1900 MET 16 0 None LDF57/81900 — 118 0 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifi.d) ANTENNA POSITION 1 ANTENNA POSITION 2 • • • ANTENNA POSITION 3 ANTENNA POSITION 4 Flhl,.,n •- ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION ] ANTENNA MAKE -MODEL 80010865 742-264 ANTENNA VENDOR Kathmin Kathmin ANTENNA SIZE IN x W x D) 75.6X14.8X6.7 78.7X20X6.9 51.8X10.3X5.5 ANTENNA WEIGHT 66.1 100.9 36.4 AZIMUTH 270 270 270 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.15 39.3 38.15 MECHANICAL DOWNTILT 0 0 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTYIMODEL) DIPLEXER (OTYIMODEL) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTVIMODEL) TMA/LNA (QTYIMODEL) 1 1-TT19-08BP111- 001_(U9); CURRENT INJECTORS FOR TMA (OTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID (QTYIMODEL) FIBER TRUNK (QTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (OTYIMODEL) 1 RRH2x40W_7L(REUSE ONLY) 1 Flexi RRH 4T4R B14160W FRBI RRH .850 bond (QTYIMODEL) RRH -1900 band (QTYIMODEL) 1 B25 RRH4X30-0R RRH -AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH - WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 -any band (OTWMODEL) Additional RRH #2 - any bond (QTYIMODEL) Atltlitional Component 1 (OTYIMODEL) Additional Component 2 (QTYIMODEL) Additional Component 3 (QTYIMODEL) Local Market Note 1 ELECTRICAL TILTS: L7(05) , L9(03), L2(02), WCS(02), L7_PS(02), U8(04) , U9(00) ERP: L7(1475), Lg(3890), L2(4149), WCS(17), L7_PS(2685), U8(334), U9(0) Local Markel Nola 2 ANTENNA PORTS: L7(14c+14d), L9(14a+14b+14e+14f), L2(15a+15b+15e+15f), WCS(15i+15j+15k+151) , L7_PS(15c+15d+15g+15h), UB(16c+16d), U9(16a+16b) Local Markel Note 3 SECTOR NAME: L7(WAL02631_7B_1), L9(WAL02631_9B_1), L2(WAL02631_2B_1), WCS(WAL02631_3B_1), L7_PS(WAL02631 _7B_2_F), UB(WASNU2631Y) , U9(WASNU2631B) PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL TXID ATOLL CELL ID TXIRX ? TECHNOLOGY/FRED UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Botlom/ IntegratetlMo ne) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC(OTY) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULEI HATCHPLAT E POWER (Walls) ERP (Walls) Antenna RET Name CABLE NUMBER CABLE ID (CSID PORT f WAL02631_7B_1 WAL02631_7B_I LTE 700 5DT 0865_728MHz_0 15 5 Top FIBER 118 1475 PORT 2 WAL02631_7B_1 WAL02631B _7_i LTE 700 5DT 0865_728MHz_0 15 5 Top FIBER 118 1475 ANTENNA POSITION 2 PORTS WAL02631_9B_1 WAL02631_9B_i LTE 1900 80010865_1950MHz 02.SOT — 17 2.5 Top FIBER 118 3890 PORT4 WAL02631_9B_i WAL02631_96_1 LTE 1900 80010865_7950MHz_ 02.5DT 17 25 Top FIBER 118 3890 PORT 5 WAL02631_913_1 WAL02631_913_1 LTE 1900 02.10865SDT _1950MHz_ 2. 17 2.5 Top FIBER 118 3890 800108651950MHz_ PORT 6 WAL02631_9B_1 WAL02631_96_1 LTE 1900 02.5DT 17 2.5 Top FIBER 118 3890 80010991_716MHz_0 PORT 1 LTE 700 14 2 Top FIBER 118 2685 0991-716MHz_0 PORT 2 LTE 700 20T 14 2 Top FIBER 118 2685 0991_71fiMHz_0 PORT 3 LTE 700 20T 14 2 Top FIBER 118 2685 PORT LTE 700 2000991-716MHz_0 14 2 Top FIBER 118 2685 800109912133MHz_ PORT WAL02631_26_1 WAL02631_26_1 LTE AWS 02DT 16 2 Top FIBER 118 4149 PORT 6 WAL02631_2B_1 WAL02631_213_1 LTE AWS 800109912133MHz_ 16 2 Top FIBER 118 4149 02DT ANTENNA POSITION 3 PORT 7 WAL02631_213_1 WAL02631_28_1 LTE AWS 80010991_2133MHz_ 16 2 Top FIBER 118 4149 02DT 80010991_2133MHz_ PORT 8 WAL02631B _2_1 WAL02631_2B_1 LTE AWS 02DT 16 2 Top FIBER 118 4149 91_2355MHz_ PORT 9 WAL02631_3B_1 WAL02631_3B_1 LTE WCS 02DT 02DT 17 2 Top FIBER 118 17 800109912355MHz_ PORT 10 WAL02631_36_1 WAL02631_36_1 LTE WCS 02DT 17 2 Top FIBER 118 17 PORT 11 WAL02631_313_1 WAL02631_313_1 LTE WCS 100109912355MHz_ 17 2 Top FIBER 118 17 02, 80010991_2355MHz_ PORT 12 WAL026318 _3_i WAL02631B _3_i LTE WCS 020T 17 2 Top FIBER 118 17 KT-742-264- PORT1 WASNU2631Y WASNU2631Y UMTS 850 85004DT 14 4 None LDF57/8_850 168 334 KT 742264 PORT WASNU2631Y WASNU2631Y UMTS 850 850 04DT 14 4 None LDF57/8850 — 168 334 ANTENNA POSITION 4 PORT 3 UMTS 1900 KT 742 264 16 0 None LDF5 7/8 1900 168 0 1900 OODT — KT 742 264 PORT 4 UMTS 1900 1900 OODT 16 0 None LDF5 7/8 1900 — 168 0 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifi.d) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION 4 Flhl,.,n ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION ] ANTENNA MAKE -MODEL 80010865 742-264 ANTENNA VENDOR Kathmin Kathmin ANTENNA SIZE IN x W x D) 75.6X14.8X6.7 78.7X20X6.9 51.8X10.3X5S ANTENNA WEIGHT 66.1 100.9 36.4 AZIMUTH 25 25 40 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.15 39.3 38.15 MECHANICAL DOWNTILT 0 0 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTYIMODEL) DIPLEXER (OTYIMODEL) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTYIMODEL) TMA/LNA (QTYIMODEL) 1 1-TT19-08BP111- 001_(U9); CURRENT INJECTORS FOR TMA (OTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID (OTYIMODEL) FIBER TRUNK (QWIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (OTYIMODEL) 1 RRH2x40W_7L(REUSE ONLY) 1 Flexi RRH 4T4R B1416OW FRBI RRH .850 bond (QTYIMODEL) RRH -1900 band (QTYIMODEL) 1 B25 RRH4X30 R RRH -AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH - WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 -any band (OTWMODEL) Additional RRH #2 - any band (QTY/MODEL) Additional Component 1 (OTYIMODEL) Additional Component 2 (QTYIMODEL) Additional Component 3 (QTYIMODEL) Local Market Note 1 ELECTRICAL TILTS: L7(04) , L9(03), L2(02), WCS(02), L7_PS(02), U8(08) , U9(00) ERP: L7(1475), L9(3890), L2(4149), WCS(221), L7_PS(2685), U8(345), U9(0) Local Markel Nola 2 ANTENNA PORTS: L7(2c+2d) , L9(2a+2b+2e+2f) , L2(3a+3b+3e+3f) , WCS(3i+3j+3k+3I) , L7_PS(3c+3d+3g+3h) , UB(4c+4d) , U9(4a+4b) Local Markel Note 3 SECTOR NAME: L7(WAL02631_7C_1), L9(WAL02631_9C_1), L2(WAL02631_2C_1), WCS(WAL02631 _3C_1), L7_PS(WAL02631_7C_2_F), U8(WASNU2631Z), U9(WASNU2631C) PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL TXID ATOLL CELL ID TXIRX 1 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Botlom/ IntegmtediNo ne) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC(.TY) TRIPLEXER or LLC (MODEL) MODULE? SMODUL ? HATCHPLAT E POWER (WaUs) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT f WAL02631_7C_1 WAL02631_7C_1 LTE 700 40T 0865J28MHz_0 15 4 Top FIBER 168 1475 PORT 2 WAL02631_7C_1 WAL02631_7C_1 LTE 700 40T 0865_728MHz_0 15 4 Top FIBER 168 1475 ANTENNA POSITION 2 PORT3 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 800108651950MH2 02.SDT — 17 2.5 Top FIBER 168 3890 PORT4 WAL02631_9C_I WAL02631_9C_I LTE 1900 80010865_I950MHz_ 02.5DT 17 25 Top FIBER 168 3890 PORT 5 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 02.10865SDT _1950MHz_ 2. 17 2.5 Top FIBER 168 3890 800108651950MHz_ PORT 6 WAL02631_9C_I WAL02631_9C_I LTE 1900 02.5DT 17 2.5 Top FIBER 168 3890 PORT 1 LTE 700 80010991_716MHz_0 14 2 Top FIBER 168 2685 PORT 2 LTE 700 20T 0991_716MHz_0 14 2 Top FIBER 168 2685 0991_716MHz_0 PORT 3 LTE 700 200 14 2 Top FIBER 168 2685 0991_716MHz_0 PORT LTE 700 20T 14 2 Top FIBER 168 2685 800109912133MHz_ PORT WAL02631_2C_1 WAL02631_2C_1 LTE AWS 02DT 16 2 Top FIBER 168 4149 PORT WAL02631_2C_1 WAL02631_2C_1 LTE AWS 800109912133MHz_ 16 2 Top FIBER 168 4149 02DT ANTENNA POSITION 3 PORT WAL02631_2C_1 WAL02631_2C_1 LTE AWS 800109912133MHz_ 1B 2 Top FIBER 168 4149 02DT 80010991_2133MHz_ PORT 8 WAL02631_2C_1 WAL02631_2C_1 LTE AWS 02DT 16 2 Top FIBER 168 4149 800109912355MHz_ PORT 9 WAL02631_3C_1 WAL02631_3C_1 LTE WCS 02DT 17 2 Top FIBER 168 221 800109912355MHz_ PORT 10 WAL02631_3C_1 WAL02631_3C_1 LTE WCS 02DT 17 2 Top FIBER 168 221 PORT 11 WAL02631_3C_1 WAL02631_3C_1 LTE WCS 100109112355MHz_ 17 2 Top FIBER 168 221 02DT PORT 12 WAL02631_3C_1 WAL02631_3C_1 LTE WCS 0010991_2355MHz_ 2DT 17 2 Top FIBER 168 221 KT-742-264- PORT1 WASNU2631Z WASNU2631Z UMTS 850 850 080T 14 8 None LDF57/8_850 155 345 KT 742264 PORT2 WASNU2631Z WASNU2631Z UMTS 850 850 08DT 14 8 None LDF57/8850 — 155 345 ANTENNA POSITION 4 KT 742 264 PORT 3 UMTS 1900 1900 OODT 16 0 None LDF5 7/8 1900 — 155 0 —+ KT 742 264 PORT 4 UMTS 1900 1900 OODT 16 0 None LDF5 7/8 1900 — 155 0 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifi.d) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION 4 ANTENNA POSITION 5 7 ANTENNA POSITION 6 ANTENNA POSITION 7 Existing Antenna? ANTENNA MAKE -MODEL 80010965 ANTENNA VENDOR K.m.in ANTENNA SIZE IN a W z D) ANTENNA WEIGHT AZIMUTH 180 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 ANTENNA TIP HEIGHT MECHANICAL DOWNTILT FEEDER AMOUNT VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of Inches) Antenna RET Motor (QTVIMODEL) SURGE ARRESTOR (OTYIMODEL) DIPLEXER (QTYIMODEL) 2 Kalhrein 78211288(D) OUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTYIMODEL) TMAILNA (OTYIMODEL) CURRENT INJECTORS FOR TMA (QTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (OTWIMODEL) SQUID (QTVIMODEL) FIBER TRUNK (OTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (QTYIMODEL) RRH -850 band (QTY/MODEL) 1 AirScale RRH 4T4R 85 160W AHCA RRH -1900 band (QTYIMODEL) RRH -AWS band (QTYIMODEL) RRH - WCS band (OTYIMODEL) Additional RRH #1 any band (QTVIMODEL) Additional RRH #2 - any band (OTYIMODEL) Additional Component 1 (QTYIMODEL) 1 2nd FIBER for PCS RRH Additional Component (QTYIMODEL) 1 2nd FIBER for SG RRH Additional Component 3 (QTY/MODEL) Local Markel Note 1 Local Markel Note 2 Local Markel Note 3 PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL T%ID ATOLL CELL ID TXIRX 1 TECHNOLOGY/FRED UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Bott InlegmtediN. /No no) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC (QT1) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT EPOWER (Watts) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT 1 5G 850 PORT 2 SG 850 PORT 3 LTE 700,5G 850 ANTENNA POSITION 1 PORT 4 LTE 700,5G 850 PORTS LTE 1900 PORTS LTE 1900 PORT 7 LTE 1900 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specified) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION d ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION 7 Existing Antenna? ANTENNA MAKE - MODEL 80010965 ANTENNA VENDOR Kathmin ANTENNA SIZE IN a W z D) ANTENNA WEIGHT AZIMUTH 270 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 ANTENNA TIP HEIGHT MECHANICAL DOWNTILT FEEDER AMOUNT VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORI NTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of Inches) Antenna RET Motor (QTVIMODEL) SURGE ARRESTOR (OTYIMODEL) DIPLEXER (QTYIMODEL) 2 Kalhrein 78211288(D) OUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTYIMODEL) TMAILNA (OTYIMODEL) CURRENT INJECTORS FOR TMA (QTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (OTWIMODEL) SQUID (QTVIMODEL) FIBER TRUNK (OTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (QTYIMODEL) RRH -850 band (QTY/MODEL) 1 AirScale RRH 4T4R 85 160W AHCA RRH -1900 band (QTYIMODEL) RRH -AWS band (QTYIMODEL) RRH - WCS band (OTYIMODEL) Additional RRH #1 any band (QTVIMODEL) Additional RRH #2 - any band (OTYIMODEL) Additional Component 1 (QTYIMODEL) 1 2nd FIBER for PCS RRH Additional Component (QTYIMODEL) 1 2nd FIBER for SG RRH Additional Component 3 (QTYIMODEL) Local Markel Note 1 Local Markel Note 2 Local Markel Note 3 PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL T%ID ATOLL CELL ID TXIRX 1 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Boftom/ Integrated/No no) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC (QT1) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT EPOWER (Wane) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT 1 5G 850 PORT 2 SG 850 PORT 3 LTE 700,5G 850 ANTENNA POSITION 1 PORT 4 LTE 700,5G 850 PORTS LTE 1900 PORTS LTE 1900 PORT 7 LTE 1900 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specified) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION 4 ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION 7 Existing Antenna? ANTENNA MAKE - MODEL 80010965 ANTENNA VENDOR Kathmin ANTENNA SIZE IN a W z D) ANTENNA WEIGHT AZIMUTH 25 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 ANTENNA TIP HEIGHT MECHANICAL DOWNTILT FEEDER AMOUNT VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORI NTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of Inches) Antenna RET Motor (QTVIMODEL) SURGE ARRESTOR (OTYIMODEL) DIPLEXER (QTYIMODEL) 2 Kalhrein 78211288(D) OUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTYIMODEL) TMAILNA (OTYIMODEL) CURRENT INJECTORS FOR TMA (QTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (OTWIMODEL) SQUID (QTVIMODEL) FIBER TRUNK (OTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (QTYIMODEL) RRH -850 band (QTY/MODEL) 1 AirScale RRH 4T4R 85 160W AHCA RRH -1900 band (QTYIMODEL) RRH -AWS band (QTYIMODEL) RRH - WCS band (OTYIMODEL) Additional RRH #1 any band (QTVIMODEL) Additional RRH #2 - any band (OTYIMODEL) Additional Component 1 (QTYIMODEL) 1 2nd FIBER for PCS RRH Additional Component (QTYIMODEL) 1 2nd FIBER for SG RRH Additional Component 3 (QTYIMODEL) Local Markel Note 1 Local Markel Note 2 Local Markel Note 3 PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL T%ID ATOLL CELL ID TXIRX 1 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Boftom/ Integrated/No no) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC (QT1) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT EPOWER (Wane) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT 1 5G 850 PORT 2 SG 850 PORT 3 LTE 700,5G 850 ANTENNA POSITION 1 PORT 4 LTE 700,5G 850 PORTS LTE 1900 PORTS LTE 1900 PORT 7 LTE 1900 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifietl) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 ANTENNA POSITION 4 ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION ] ANTENNA MAKE - MODEL 80010965 80010991 742-264 ANTENNA VENDOR Kathrein Karl, Kathmin ANTENNA SIZE IN x W x D) 78.7X20X6.9 78.7X20X6.9 51.8X(0.3X5.5 ANTENNA WEIGHT 97.6 100.9 36.4 AZIMUTH 180 180 180 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.3 39.3 38.15 MECHANICAL DOWNTILT 2 2 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTYIMODEL) DIPLEXER (OTYIMODEL) 2 Kathrein 78211288(D) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (OTYIMODEL) TMAILNA(QTYIMODEL) 2 2-ETB19G8.12UB_(U9); CURRENT INJECTORS FOR TMA (QTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID(QTYIMODEL) 1 DC648-60-18-8F 2 DC648-60-1"F FIBER TRUNK (OTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH .700 band (OTYIMODEL) 1 RRH2x40W_7L (REUSE ONLY) 1 Flexi RRH 4T4R B14 160W FRBI RRH -850 band (QTYIMODEL) 1 AwScale RRH 4T4R B5 160W AHCA RRH -1900 band (QTYIMODEL) 1 B25 RRH4X304R RRH -AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH - WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 -any band (OTWMODEL) Additional RRH #2 - any band (QTYIMODEL) Additional Component 1 (OTYIMODEL) 1 2nd FIBER for PCS RRH 1 2nd FIBER for AWS RRH Additional Component 2 (QTYIMODEL) 1 2nd FIBER for SG RRH 1 2nd FIBER for 700 RRH Additional Component 3 (QTYIMODEL) Local Market Note 1 ELECTRICAL TILTS: L7(02) , L9(03), 5G8(02), L2(02), WCS(02), L7_PS(02), U8(04) , U9(00) ERP: L7(1409), L9(4168), 5G8(496), L2(4149), WCS(2786), L7_PS(2685), US(382), U9(0) Local Markel Nola 2 ANTENNA PORTS: L7(7c+70), L9 7a+7b+7e+7 5G8 7c+7d+7 +7h , L2 9a+9b+9e+ ( f), ( g ) ( 9F), WCS(9i+9j+9k+9Q, L7_P8(9c+Bd+9g+9h), US(10c+10tl), U9(10e+10b) Local Markel Note 3 SECTOR NAME: L7(WAL02631_7A_1), L9(WAL02631_9A_1), 5G8(WAWN002631_N005A_1), L2(WAL02631_2A_1), WCS(WAL02631_3A_1), L7_PS(WAL02631_7A_2_F) , U8(WASNU2631X), U9(WASNU2631A) PORT SPECIFIC FIELDS PORT NUMBER USEID (CSSng) USEID (Atoll) ATOLL TXID ATOLL CELL ID TXIRX ? TECHNOLOGY/FREO UENCY ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH ELECTRICAL TILT RRH LOCATION (Top/Bonom/ IntegretedMo ne) FEEDERS TYPE FEEDER LENGTH (feet) RXAIT KIT MODULE? TRIPLEXER or LLC(QTY) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT E POWER (Wens) ERP (Walls) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) PORT111421.A.850.SG.tmpl WAWN002631_N005 A 1 WAW1,10026311,1005 A 1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 155 496 PORT211421.A.850.SG.imp1 WAWN002631_N005 A_1 WAWN002631_N005 A_1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 155 496 ANTENNA POSITION 1 PORT30 SG.t A.700.4G.1,11421.A.85 .G.imp1 WAL02631_7A_1, WAWN002631_N005 A 1 WAL02631_7A_1, WAWN002631_N005 A 1 LTE 700,5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 155 1905 PORT405G.tmpl 11421.A.700.4G.1,11421.A.85 WAL02631_7A_1, WAWN002631_N005 WAL02631_7A_1, WAWN002631_N005 LTE 700,SG 850 80010965_849MHz 0 2DT — 15 2 Top FIBER 155 7905 A_1 A_1 80010965_1950MHz_ PORTS 11421.A.1900.4G.1 WAL02631_9A_1 WAL02631_9A_1 LTE 1900 02.5DT 18 25 Top FIBER 155 4168 PORTS 11421.A.1900.4G.1 WAL02631_9A_1 WAL02631_9A_I LTE 1900 800109651950MHz_ 18 2.5 Top FIBER 155 4168 02.50T PORT 7 11421.A.1900.4G.1 WAL02631_9A_1 WAL02631_9A_1 LTE 1900 065_1950MHz_ 2SDT 2.50T 18 2.5 Top FIBER 155 4168 80010965_1950MHz_ PORT 8 11421.A.1900.4G.1 WAL02631_9A_1 WAL02631_9A_1 LTE 1900 02.SOT 18 25 Top FIBER 155 4168 0991_716MHz_0 PORT 1 11421.A.]00.4G.2 WAL02631_7A_2_F WAL02631_7A_2_F LTE 700 2DT 14 2 Top FIBER 155 2685 0991_716MHz_O PORT 2 11421.A.700.4G.2 WAL02631_7A_2_F WAL02631 7A_2_F LTE 700 2DT 14 2 Top FIBER 155 2685 PORT 311421.A.700.4G.2 WAL02631_7A_2_F WAL02631_7A_2_F LTE 700 Z0D010991716MHz_0 14 2 Top FIBER 155 2685 PORT 411421.A.700.4G.2 WAL02631_7A_2_F WAL02631_7A_2_F LTE 700 2DT 0991_]i6MHz_0 14 2 Top FIBER 155 2685 80010991_2133MHz_ PORT 5 11421.A.AWSAGA WAL02631_2A_1 WAL02631_2A_1 LTE AWS 02DT 16 2 Top FIBER 155 4149 91_2133MHz_ PORT 611421.A.AWS.4G.1 WAL02631_2A_1 WAL02631_2A_1 LTE AWS 02DT 02DT 16 2 Top FIBER 155 4149 ANTENNA POSITION 3 800109912133MHz_ PORT 711421.A.AWS.4G.1 WAL02631_2A_I WAL02631_2A_I LTE AWS 02DT 16 2 Top FIBER 155 4149 PORT 811421.A.AWS.4G.1 WAL02631_2A_1 WAL02631_2A_1 LTE AWS 100109112133MHz_ 16 2 Top FIBER 155 4149 .2DT PORT 911421.A.WCS.4G.1 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 0010991_2355MHz_ 2DT 17 2 Top FIBER 155 2786 91_2355MHz_ PORT 1011421.A.WCS.4G.1 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 02DT 0 02DT 17 2 Top FIBER 155 2786 800109912355MHz_ PORT 1111421.A.WCS.4G.1 WAL026313A1 — — WAL026313A_1 — LTE WCS 02DT 17 2 Top FIBER 155 2786 PORT 1211421.A.WCS.4G.1 WAL02631_3A_1 WAL02631_3A_1 LTE WCS 80010991_2355MHz_ 17 2 Top FIBER 155 2786 02DT KT ]42264 PORT 111421.A.850.3G.1 WASNU2631X WASNU2631X UMTS 850 850 04DT 14 4 None LDF57/8850 — 118 382 KT 742264 PORT 211421.A.850.3G.1 WASNU2631X WASNU2631X UMTS 850 850_04DT 14 4 None LDF57/8_850 118 382 ANTENNA POSITION 4 KT-742-264- PORT 3 UMTS 1900 19000ODT 16 0 None LDF57/8_1900 118 0 KT742264 PORT UMTS 1900 1900 OODT 16 0 None LDF57/81900 — 118 0 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specifietl) ANTENNA POSITION 1 ANTENNA POSITION 2 1 • ANTENNA POSITION 3 • - • • - - ANTENNA POSITION 4 ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION 7 ANTENNA MAKE - MODEL 80010965 80010991 742-264 ANTENNA VENDOR Kathrem Katr rein Kathrein ANTENNA SIZE IN x W x D) 78.7X20X6.9 78.7X20X6.9 51.8X10.3X5.5 ANTENNA WEIGHT 97.6 100.9 36.4 AZIMUTH 270 270 270 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.3 39.3 38.15 MECHANICAL DOWNTILT 0 0 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTYIMODEL) DIPLEXER (OTYIMODEL) 2 Kathrein 78211288(D) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTVIMODEL) TMA/LNA (QTYIMODEL) 1 ool—(U -08BP111- 01_(U9); CURRENT INJECTORS FOR TMA (OTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID (QTYIMODEL) FIBER TRUNK (QTYIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH.700 bend (OTYIMODEL) 1 RRH2x40W_7L(REUSE ONLY) 1 Flexi RRH 4T4R B14160W FRBI RRH - 850 band (QTYIMODEL) 1 AwScale RRH 4T4R B5 60W AHCA RRH -1900 bond (QTVIMODEL) 1 B25 RRH4X304R RRH -AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH- WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 -any band (QTYIMODEL) Additional RRH #2 -any band (QTYIMODEL) Additional Component 1 (OTYIMODEL) 1 2nd FIBER for PCS RRH 1 2nd FIBER for AWS RRH Additional Component 2 (QTYIMODEL) 1 2nd FIBER for SG RRH 1 2nd FIBER for 700 RRH Additional Component 3 (QTY/MODEL) Local Market Note 1 ELECTRICAL TILTS: L7(05) , L9(03), 5G8(02), L2(02), WCS(02), L7_PS(02), U8(04) , U9(00) ERP: L7(1345) , L9(4168), 5G8(496), L2(4149), WCS(2786), L7_PS(2685), US(334), U9(0) Local Market Note 2 ANTENNA PORTS: L7 13c+13d , L9 13a+13b+13e+1 , 5G8 13c+13d+13 +13h L2 15a+15b+ ( ) ( 3f) ( g ), ( i5e+i5f),WCB(i5iN5j+i5k+151),L7_PS(i5c+i5tl+i5g+1 Sh), UB(16c+16d), U9(16a+18b) Local Markel Note 3 SECTOR NAME: L7(WAL02631_7B_1) , L9(WAL02631_9B_1) , 5G8(VOAWN002631_N005B_1) , L2(WAL02631_2B_1) , WCS(WAL02631_3B_1) , L7_PS(WAL02631_7B_2_F) , U8(WASNU2631Y) , U9(WASNU2631 B) PORT SPECIFIC FIELDS PORT NUMBER USER) (CSSng) USEID (Atoll) ATOLL T%ID ATOLL CELL ID TXIRX 1 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH RRH LOCATION (Top/Bottom/ Integrated/No ne) FEEDERS TYPE FEEDER LENGTH (fee[) KIT MRXAITODULE? MODULE? TRIPLEXER or LLC (QTY) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE? HATCHPLAT EPOWER (Watts) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) ELECTRICAL TILT P0RT111421.B.BSO.SG.imp1 WAWN002631_N005 B1 WAWN002631_N005 B1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 118 496 P0RT211421.B.850.SG.imp1 WAWN002631_N005 6_1 WAWN002631_N005 6_1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 118 496 ANTENNA POSITION 1 P0RT311421.B.]00.4G.1,11421.B.85 0.5G.imp1 WA102631_71_1, WAWN002631_N005 B 1 WAL02631_7B_1, WAWN002631_N005 B 1 LTE 700,SG 850 80010965_849MHz_0 2DT 15 2 Top FIBER 118 1841 P0RT4 11421.B.]00.4G.1,11421.B.85 WAL02631_7B_1, WAL02631_7B_1, LTE]OO,SG 8So 80010965 849MHz 0 15 2 Top FIBER 118 1841 WAWN002631_N005 WAWN002631_N005 0.5G.tmp1 B_1 B_1 20T 80010965_1950MHz_ PORT 511421.B.1900.4G.1 WAL02631_96_1 WAL02631_96_1 LTE 1900 02.5DT 18 25 Top FIBER 118 4168 PORT 611421.B.1900.4G.1 WAL02631_9B_1 WAL02631_9B_I LTE 1900 800109651950MHz_ 18 2.5 Top FIBER 118 4168 02.513T PORT 7 11421.13.1900.4G.1 WAL02631_9B_1 WAL02631_98_i LTE 1900 065_7950MHz_ 2SDT 2.5DT 18 2.5 Top FIBER 118 4168 80010965_1950MHz_ PORT 8 11421.8.1900.4G.1 WAL02631_913_1 WAL02631_98_1 LTE 1900 o2ZDT 18 25 Top FIBER 118 4168 0991_716MHz_0 PORT 1 11421.8.700.4G.2 WAL02631_713_2_F WAL02631_7B_2_F LTE 700 ZDT 14 2 Top FIBER 118 2685 0991_716MHz_0 PORT 2 11421.B.700.4G.2 WAL02631_76_2_F WAL02631_76_2_F LTE 700 ZDT 14 2 Top FIBER 118 2685 PORT 311421.13.700AG.2 WAL02631_7B_2_F WAL02631_713_2_F LTE 700 010991716MHz_0 Z0D 14 2 Top FIBER 118 2685 PORT 4 11421.B.700.4G.2 WAL02631_7B_2_F WAL02631 LTE LTE 700 80010991 —716MHz_0 14 2 Top FIBER 118 2685 010991_2133MHz_ PORT 5 11421.B.AWS.4G.1 WAL02631_2B_i WAL02631_28_i LTE AWS 0 02DT 16 2 Top FIBER 118 4149 80010991_2133MHz_ PORT 611421.B.AWS.4G.1 WAL02631B _2_1 WAL02631B _2_1 LTE AWS 02DT 16 2 Top FIBER 118 4149 ANTENNA POSITION 3 PORT] 11421.B.AWSAGA WAL02631_26_1 WAL02631_26_1 LTE AWS 800109912133MHz_ 16 2 Top FIBER 118 4149 02DT PORT 811421.B.AWSAGA WAL02631_213_1 WAL02631_213_1 LTE AWS 80010991_2133MHz_ 16 2 Top FIBER 118 4149 02DT PORT 911421.B.WCS.4G.1 WAL02631_313_1 WAL02631_36_1 LTE WCS 0010991_2355MHz_ 02 2DT 17 2 Top FIBER 118 2786 80010991_2355MHz_ PORT 1011421.B.WCS.4G.1 WAL02631B _3_1 WAL02631_3B_1 LTE WCS 02DT 17 2 Top FIBER 118 2786 80010991_2355MHz_ PORT 1111421.B.WCS.4G.1 WAL02631 313 1 — — WAL02631 313 1 — — LTE WCS 02DT 17 2 Top FIBER 118 2786 PORT 1211421.B.WCS.4GA WAL02631_3B_1 WAL02631_38_1 LTE WCS 800109912355MHz_ 17 2 Top FIBER 118 2786 02DT KT ]42264 PORT 111421.B.850.3G.1 WASNU2631Y WASNU2631Y UMTS 850 850 04DT 14 4 None LDF57/8850 — 168 334 KT ]42264 PORT 211421.B.850.3G.1 WASNU2631Y WASNU2631Y UMTS 850 850_04DT 14 4 None LDF57/8_850 168 334 ANTENNA POSITION 4 KT-742-264- PORT 3 UMTS 1900 1900 OODT 16 0 None LDF57/8_1900 168 0 KT742264 PORT UMTS 1900 1900 OODT 16 0 None LDF57/81900 — 168 0 ANTENNA POSITION is LEFT to RIGHT from BACK OF ANTENNA (unless otherwise specified) ANTENNA POSITION 1 ANTENNA POSITION 2 ANTENNA POSITION 3 1-hrein ANTENNA POSITION 4 ANTENNA POSITION 5 ANTENNA POSITION 6 ANTENNA POSITION 7 ANTENNA MAKE -MODEL 80010965 010991 742-264 ANTENNA VENDOR Kathrein Kathrein ANTENNA SIZE IN x W x D) 78.7X20X6.9 78.7X20X6.9 51.8X10.3X5.5 ANTENNA WEIGHT 97.6 100.9 36.4 AZIMUTH 25 25 40 MAGNETIC DECLINATION RADIATION CENTER (feet) 36 36 36 ANTENNA TIP HEIGHT 39.3 39.3 38.15 MECHANICAL DOWNTILT 0 0 0 FEEDER AMOUNT 0 0 2 VERTICAL SEPARATION from ANTENNA ABOVE (TIP to TIP) VERTICAL SEPARATION from ANTENNA BELOW (TIP to TIP) HORIZONTAL SEPARATION from CLOSEST ANTENNA to LEFT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from CLOSEST ANTENNA to RIGHT (CENTERLINE to CENTERLINE) HORIZONTAL SEPARATION from ANOTHER ANTENNA (which antenna # / # of inches) Antenna RET Motor (OTYIMODEL) SURGE ARRESTOR (QTYIMODEL) DIPLEXER (OTYIMODEL) 2 Kathrein 78211288(D) 2 DUPLEXER (QTYIMODEL) Antenna RET CONTROL UNIT (QTYIMODEL) DC BLOCK (QTVIMODEL) TMA/LNA (QTYIMODEL) 1 ool—(U -08BP111- 01_(U9); CURRENT INJECTORS FOR TMA (OTYIMODEL) PDU FOR TMAS (QTYIMODEL) FILTER (QTYIMODEL) SQUID (QTYIMODEL) FIBER TRUNK (QWIMODEL) DC TRUNK (QTYIMODEL) REPEATER (QTYIMODEL) RRH.700 bend (OTYIMODEL) 1 RRH2x40W_7L(REUSE ONLY) 1 Flexi RRH 4T4R B14160W FRBI RRH - 850 band (QTYIMODEL) 1 AirScale RRH 4T4R B5 60W AHCA RRH -1900 bond (QTVIMODEL) 1 B25 RRH4X304R RRH -AWS band (QTYIMODEL) 1 B66A RRH4X45-4R RRH- WCS band (QTYIMODEL) 1 RRH4x25-WCS3R Additional RRH #1 -any band (QTVIMODEL) Additional RRH #2 -any band (QTYIMODEL) Additional Component 1 (OTYIMODEL) 1 2nd FIBER for PCS RRH 1 2nd FIBER for AWS RRH Additional Component 2 (QTYIMODEL) 1 2nd FIBER for SG RRH 1 2nd FIBER for 700 RRH Additional Component 3 (QTYIMODEL) Local Market Note 1 ELECTRICAL TILTS: L7(04) , L9(03), 5G8(02), L2(02), WCS(02), L7_PS(02), U8(08) , U9(00) ERP: L7(1377) , L9(4168), 5G8(496), L2(4149), WCS(2786), L7_PS(2685), UB(345), U9(0) Local Market Note2 ANTENNA PORTS: L7lc+ld,L9la+lb+le+1 ,5G8lc+id+1 lh L23a+3b+3e+3 WCS3i+3'+3k+31 L7 P53c+3d+3+3h U84c+4d U94e+4b Local Markel Note 3 SECTOR NAME: L7(WAL02631_7C_1), L9(WAL02631_9C_1), 5G8(WAWN002631_N005C_1), L2(WAL02631 _2C_1) , WCS(WAL02631_3C_1), L7_PS(WAL02631 _7C_2_F), UB(WASNU2631Z) , U9(WASNU2631C) PORT SPECIFIC FIELDS PORT NUMBER USER) (CSSng) USEID (Atoll) ATOLL T%ID TXIRX 1 TECHNOLOGY/FREO UENCV ANTENNA ATOLL ANTENNA GAIN ELECTRICAL AZIMUTH RRH LOCATION (Top/Bottom/ Integrated/No ne) FEEDERS TYPE FEEDER LENGTH (tea[) RXAIT KIT MODULE? TRIPLEXER or LLC (QTY) TRIPLEXER or LLC (MODEL) SCPA/MCPA MODULE] HATCHPLAT EPOWER (Watts) ERP (Watts) Antenna RET Name CABLE NUMBER CABLE ID (CSSNG) ATOLL CELL ID ELECTRICAL TILT PORT111421.C.850SG.imp1 WAWN002631_N005 C_1 WAWN002631_N005 C 1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 168 496 PORT211421.C.850.SG.imp1 WAWN002631_N005 C_1 WAWN002631_N005 C_1 5G 850 80010965_849MHz_0 2DT 15 2 Top FIBER 168 496 ANTENNA POSITION 1 PORT311421.C.700.4G.1,11421.C.65 0.5G.tmpl WAL02631_7C_i, WAWN002631_N005 C 1 WAL02631_7C_i, WAWN002631_N005 C 1 LTE 700,5G 850 �&DW13.13-91v1H._0 2DT 15 2 Top FIBER 168 1873 PORT4 11421.C.700.4G.1,11421.C.85 WAL02631_7C_1, WAL02631_7C_1, LTE ]OO,SG 850 80010965 849MHz 0 15 2 Top FIBER 168 1873 WAWN002631_N005 WAWN002631_N005 0.5G.tmp1 C_1 C_1 20T 80010965_1950MHz_ PORT 5 11421.C.1900.4G.1 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 02.5DT 18 25 Top FIBER 168 4168 PORT 6 11421.C.1900.4G.1 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 800109651950MHz_ 18 2.5 Top FIBER 168 4168 02.513T PORT 7 11421.C.1900.4G.1 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 065_7950MHz_ 2SDT 2.5DT 18 2.5 Top FIBER 168 4168 80010965_1950MHz_ PORT 8 11421.C.1900.4G.1 WAL02631_9C_1 WAL02631_9C_1 LTE 1900 o2ZDT 18 25 Top FIBER 168 4168 0991_716MHz_0 PORT 1 11421.C.700.4G.2 WAL02631_7C_2_F WAL02631_7C_2_F LTE 700 ZDT 14 2 Top FIBER 168 2685 0991_716MHz_0 PORT 2 11421.C.700.4G.2 WAL02631_7C_2_F WAL02631 7C_2_F LTE 700 ZDT 14 2 Top FIBER 168 2685 PORT 311421.C.700.4G.2 WAL02631_7C_2_F WAL02631_7C_2_F LTE 700 010991716MHz_0 Z0D 14 2 Top FIBER 168 2685 PORT 4 11421.C.700.4G.2 WAL02631_7C_2_F WAL02631_7C_2F LTE 700 ZDT 0991-716MHz_0 14 2 Top FIBER 168 2685 _ 010991_2133MHz_ PORT 5 11421.C.AWS.4G.1 WAL02631_2C_1 WAL02631_2C_1 LTE AWS 0 02DT 16 2 Top FIBER 168 4149 80010991_2133MHz_ PORT 611421.C.AWS.4G.1 WAL02631_2C_1 WAL02631_2C_1 LTE AWS 02DT 16 2 Top FIBER 168 4149 ANTENNA POSITION 3 PORT 711421.C.AWSAW WAL02631_2C_I WAL02631_2C_I LTE AWS 800109912133MHz_ 16 2 Top FIBER 168 4149 02DT PORT 811421.C.AWSAW WAL02631_2C_1 WAL02631_2C_1 LTE AWS 80010991_2133MHz_ 16 2 Top FIBER 168 4149 02DT PORT 911421.C.WCS.4G.1 WAL02631_3C_1 WAL02631 3C _1 LTE WCS 0010991_2355MHz_ 2DT 02 17 2 Top FIBER 168 2786 80010991_2355MHz_ PORT 1011421.C.WCS.4G.1 WAL02631_3C_1 WAL02631 3C LTE WCS 02DT 17 2 Top FIBER 168 2786 80010991_2355MHz_ PORT 11 11421.C.WCS.4G.1 WAL02631 3C 1 — — WAL02631 3C 1 — — LTE WCS 02DT 17 2 Top FIBER 168 2786 PORT 1211421.C.WCSAG.1 WAL02631_3C_1 WAL02631_3C_1 LTE WCS 800109912355MHz_ 17 2 Top FIBER 168 2786 02DT KT742264 PORT 111421.C.850.3G.1 WASNU2631Z WASNU2631Z UMTS 850 850 08DT 14 8 None LDF57/8850 — 155 345 KT 742264 PORT 211421.C.850.3G.1 WASNU2631Z WASNU2631Z UMTS 850 850_08DT 14 8 None LDF57/8_850 155 345 ANTENNA POSITION 4 KT-742-264- PORT 3 UMTS 1900 1900 OODT 16 0 None LDF57/8_1900 155 0 KT742264 PORT UMTS 1900 1900 OODT 16 0 None LDF57/81900 — 155 0 Ant Pos 1 Hatch Sector A Ant Pos 3 cs wcs wcs wcs 4T4R B14160W PRH4%454R RRH4x25 r WC91 Vpdc Fibe ISlte SyuWl OPHc inner OpUe Finer Finer TNek i �. Bas Unit Power Plan[ (WgwN000026311 Ant Pos 4 Ant Pos 1 Hatch Sector B Ant Pos 3 cs wcs wcs wcs 4T4R B14160W PRH4%454R RRH4x25 r WC91 Vpdc Fibe ISlte SyuWl OPHc inner OpUe Finer Finer TNek i �. Bas Unit Power Plan[ (WgwN000026311 Ant Pos 4 Ant Pos 1 Hatch Sector c Ant Pos 3 cs wcs wcs wcs 4T4R B14160W PRH4%454R RRH4x25 r WC91 Vpdc Fibe ISlte SyuWl OPHc inner OpUe Finer Finer TNek i �. Bas Unit Power Plan[ (WgwN000026311 Ant Pos 4 FROM FROM TO TO PACE Date Operation Comments State /Status ATTUID State /Status ATTUID Status Preliminary Submitted for WR-RWOR-19-08864 MRWOR046806 SUCCESS 01/16/2020 Preliminary In Progress af4499 ML738X Promote — Approval 01/16/2020 6:52:37 PM Preliminary Submitted for 04/27/2020 ML738X Preliminary Approved JE710W Promote Approval 04/27/2020 Preliminary Approved JE71 OW Final RF Approval AF4499 Promote Promoting for final WR-RWOR-19-08864 PENDING 04/29/2020 2:08:14 04/29/2020 Final RF Approval AF4499 Final Approved JE710W Promote PM— .0. Try I o n Analysis Date: 7/9/2020 APPENDIX D PREVIOUS MOUNT ANALYSIS 1825 W. Walnut Hill Lane Suite 302 Irving, Texas 75038 C � ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning STRUCTURAL ANALYSIS REPORT SN19 EDMONDS Rooftop Site 406 Main Street Edmonds, WA 98020 CG Project No.: 15015.109 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-10 LATERAL LOAD CALCULATIONS 11-12 APPURTENANCE & MAIN STRUCTURE ANALYSIS 13-22 APPURTENANCE DATA SHEETS 23 PREVIOUS MODIFICATION STRUCTURAL ANALYSIS (EXCERPT) A1- A4 ARCHITECTURAL DRAWINGS (EXCERPT) A5 - A10 AT&T SN19 Edmonds—15015.109 December 15, 2015 Structural Analysis Report Page 1 INTRODUCTION CG Engineering was retained by Camp+ Associates (Client) to provide structural analysis of the existing rooftop structure for the site modifications proposed by AT&T. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed AT&T site modifications. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The appurtenances are mounted to an existing building roof parapet with an overall height of 38'-11". The Client provided us with a structural analysis for a previous modification dated 5/06/2011 as well as the corresponding architectural drawings dated 5/09/2011. Photos of the site and architectural plans were also provided for the proposed revisions. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site. Existing Appurtenance Proposed Appurtenance Configuration Sector Mount Type Configuration (Bold=New) (1) Kathrein LTE 700/1900 Antennas (1) Kathrein LTE 700 Antennas Model No. 80010865 Model No. 80010764 (1) Kathrein GSM 850/1900 Antennas Mount (1) Kathrein GSM 850/1900 Antennas antennas to Model No. 742-264 Model No. 742-264 exist 2" A (1) Kathrein UMTS 850/1900 Antennas (1) Kathrein UMTS 850/1900 Antennas standard pipe & Model No. 742-264 Model No. 742-264 RRUs to new 2" (1) Alcatel -Lucent RRH 700MHz (1) Alcatel -Lucent RRH 700MHZ std pipe (1) Surge Suppressor (1) Surge Suppressor (1) Alcatel -Lucent 1900 MHz B25 RRH (1) Kathrein LTE 700/1900 Antennas (1) Kathrein LTE 700 Antennas Model No. 80010865 Model No. 80010764 (1) Kathrein GSM 850/1900 Antennas Mount (1) Kathrein GSM 850/1900 Antennas antennas to Model No. 742-264 Model No. 742-264 exist 2" B (1) Kathrein UMTS 850/1900 Antennas (1) Kathrein UMTS 850/1900 Antennas standard pipe & Model No. 742-264 Model No. 742-264 RRUs to new 2" (1) Alcatel -Lucent RRH 700MHz (1) Alcatel -Lucent RRH 700MHZ std pipe (1) Surge Suppressor (1) Surge Suppressor (1) Alcatel -Lucent 1900 MHz B25 RRH (1) Kathrein LTE 700/1900 Antennas (1) Kathrein LTE 700 Antennas Model No. 80010865 Model No. 80010764 (1) Kathrein GSM 850/1900 Antennas Mount (1) Kathrein GSM 850/1900 Antennas antennas to Model No. 742-264 Model No. 742-264 exist 2" G (1) Kathrein UMTS 850/1900 Antennas (1) Kathrein UMTS 850/1900 Antennas standard pipe & Model No. 742-264 Model No. 742-264 RRUs to new 2" (1) Alcatel -Lucent RRH 700MHz (1) Alcatel -Lucent RRH 700MHZ std pipe (1) Surge Suppressor (1) Surge Suppressor (1) Alcatel -Lucent 1900 MHz B25 RRH 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ENGINEERING ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com AT&T SN19 Edmonds—15015.109 Structural Analysis Report December 15, 2015 Page 2 The coax cables that serve the antennas weigh less than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Edmonds, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Risk Category: II Sds: 0.847 Exposure: C Kzt (ASCE 7-10): 1.0 Sd1: 0.498 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. 2. Parameters based on the 2012 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed AT&T installation as described above in the appurtenance and equipment configuration tables. Appurtenance Anchorage: • The antennas and RRU's shall mount to 2" standard pipes on the existing Unistrut channel which attaches to the building's concrete parapet. Attach the antennas and RRU's to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. The RRU's are assumed to be mounted as shown in the previous structural analysis on page A4. The contractor is to field verify this condition and the spacing shown in the sketch. This includes the distance from the center of the equipment to the wall face and the distance between the wall anchors securing the Unistrut channel to the wall. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ENGINEERING ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com AT&T SN19 Edmonds—15015.109 Structural Analysis Report REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: "EDMONDSSNI9", by Camp+Associates, dated 11/25/2015 December 15, 2015 Page 3 2. "AT&T SN19 Edmonds Structural Calculations: Antenna Mounts", by LDC, Inc., dated 05/06/2011 "EDMONDSSNI9", by LDC, Inc., dated 05/09/2011 250 4th Avenue South, Suite 200 CM Edmonds, WA 98020 ENGINEERING ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com vruuuwuy Esperance m 104 99 104 n f Lynnwood. 624) r a £ Alderwood Mall a 204th St SW �rchw�` z2am sl sw £ Mountlake Terrace .61h St Sw Brier �e C G PDT o �he�ked ENGINEERING Aerial Site Photo 2504thAve. South SN19 EDMONDS I N.T.S. Suite 200 Job No. Edmonds, WA 98020 1 15015.1 12/15/2015 USGS Design Maps Summary Report User -Specified Input Report Title SN19 EDMONDS Mon December 14, 2015 17:30:37 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.810890N, 122.37816°W Site Soil Classification Site Class D - "Stiff Soil" 3 Risk Category I/II/III F SAVOOYIP+) COAWORT of PORT GAAFI)CE ReSERyhj70N Lynnwood EdmonJ Mountlake Terrace* PORT VAL�ifCrr) SEScsiA Drd Indianola 0Suouamish �,U.V USGS-Provided Output Ss = 1.270 g Sns = 1.270 g Sl = 0.498 g Sr = 0.748 g Bothell 'Shoreline 4a}5 Sos = 0.847 g Fa , 1. D Sol = 0.499 g fV = t.5 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.43 1.30 1.17 1.04 0.51 0 0.78 to 0.65 0.52 0.39 0.26 0.13 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum 0.59 0.50 0.81 0.72 0.53 T 0.54 h 0.45 0.36 0.27 0.18 0.09 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the M El I m U W Q L 0 O 0 O F r72N6AVE W M 1 Y .2N All' W « ` N 72ND AVE W NM 3Atl ON L 7,3RD AVE W M n�3V ]4TM AVE W 7�3R.�i�by A M ld O I E OH u 76IRi�AVEJV— 3AV H.49L 3 __ 77f PL 7TH AVE W h;3A\ HIE '^ •- I1 M-ld 6T�W- ' 1 Al A. H15L--_ TH AVE ��a - 783H AVE W ir� H1L� P 3 79TN AVE W �k �M-117 HIM 3Atl 8L I 3.3 H�. m M ]d HTBL l L ! rAVLH116Z 01TH-P O m6�1A BOTH-PL�'j' m BTST PL W 2NB AVE W rn�n f QCC uy ��m 83RD VE Vf82NDP� �� TH PL- m �; i r M tl 83 D- C' 8031'STL1:4W N �ZE I ^' A.V,EW PL W' R 8 RD `u o z m 84TH AVE 84TH AVE �N oo 1' w 3 5W rvrv-'-: y�pl w 2 BSSN S 86 AVE 6TM PL W 86TH PL W c 3 I I� 1-`fi n n z —.n, 3 x z �-3� 'ui 31 =in f ng "i ^' a In in m VI d' M�Atl H16 v I �9ry 3¢ m 60 ^ B6TH VE Wrvuj ai 3 �m'a AVE PE�N�� II/y�3p.V_H1L8 8 89TH PL W �x5+� YST AVE W 8 yt I% OD DR W�O r. vl rv\ yi 3 ry ry ry a t xLiltll��ry M ld H168,m IS c \ I 9 MAP•LEWO A O' L1.92 D AVE a 92 O / O r F, F- ; m 3))bA o n�nm�mi ' E M V__— p. JO 1 T- AVE W n d NO 3N[l'A HIGHS 9- -'3. N 3AV Ir ry 93RD^VE'W z S / 1d3HS 93RD PL iW ry ry nrn' -.m / _ i 94TH AV,E W q TII PL W ` 1Li c] j 95TH PL W N_Z M l h=LL_ 'N� �ry 1Sfi Dr, O I N/ = 9 A 977 V W. yi\ 1 r I I�-{I 9 H1B6 N 3A , "N 3A Hl6 '�'b�o i V! J �r`II-y �rynQ�� O��PI z J 6- AVE SJ C100TH AVELW(_g7 �RPI mo- 1H AV 5 AVE S ld. 8. BP-�/ - IO15T PL W W ry o N @. '^ PL I GAVE S� ,.P}L �" p102ND k�z. a a 7iH £ 104TH A�W t S 3AV H1C, O TH AVE• 1106TH AVE' -'IG EpMON05 WAY M 1 H1 r z � 7,9 z in + E tt D AVE S �r w �1 AV L E I S 3TIM ONZ /3 PpK RD HI� tt 1� ,o Atl SaNOWO3 ---1—Y DOW AVIP _. I 1 - _ w — NOOTKA KD WO WOODW AV PA0.K 0.D M 3Ay H1� Q Le o IT n O N O v o 0 0 0 0 0 PO,1 N O O p 0 Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S, = 1.270 (ASCE 7, Figure 22-1 thru 22-6) 1.0s Spectral Response Acceleration, Site Class B, Sl = 0.498 (ASCE 7, Figure 22-1 thru 22-6) Site Class D (ASCE 7, Section 11.4.2) Seismic Design Category = D (ASCE 7, Tables 11.6-1 & 11.6-2) Site Coefficient per S, & Site Class, F. = 1.00 (ASCE 7, Table 11.4-1) Site Coefficient per Sl & Site Class, F„ = 1.50 (ASCE 7, Table 12.4-2) Seas = F.S. = 1.270 (ASCE 7, Section 11.4.3) Sm, = R S1 = 0.747 (ASCE 7, Section 11.4.3) SDs = 2/3 Sms = 0.847 (ASCE 7, Section 11.4.4) SDI = 2/3 SM1 = 0.498 (ASCE 7, Section 11.4.4) (Per ASCE 7-10,13.3) Component Amplification Factor, aP = 1.0 (ASCE 7, Table 13.6-1) Component Response Modification Factor, RP = 2.5 (ASCE 7, Table 13.6-1) Component Importance Factor, IP = 1.0 (ASCE 7, Table 1.5-2) Component Operating Weight, WP = WP (lb) Height in structure at lowest point of attachment of component, z, = 30.S (ft) Height in structure at highest point of attachment of component, zz = 38.9 (ft) Average Roof Height of Structure, h = 36 (ft) 1♦ '� Seismic design force, Fp = 0.4aPSDSWP (1+2z/h) fro s . a.$3X � (o '" RWIP (Eq.13.3-1) /44. A r t,,_ � - '� ��;� x �' 3�� Max. seismic design force, F = 1.65 I W o�; os P P (Eq.13.3-2) ' gF Min. seismic design force, FP,1, = 0.3SDSIPWP (Eq.13.3-3) �wrNo'`�•�S�� # Seismic design force at lowest point, FPi = 0.365 WP Seismic design force at highest point, Fp2 = 0.428 WP +F U r�iN�u�h t r Min. seismic design force, FPmm = 0.2S4 WP +�� caAGL'L\a"„'S, C G n ENGINEERING Project 250 4th Ave. South Suite 200 Edmonds, WA 98020 Max. seismic design force, FP,,,,, = 1.355 WP Seismic design force, Fp (ASD) = 0.283 WP Seismic Loads For Components & Systems SN19 EDMONDS 0.397 By Date PDT 12/15/2015 Checked Date sale sheet No. N.T.S. !06 Na. � I 15015.109 Wind Load Calculation for Other Structures (Reference. 2012 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velodty Pressure: Average Roof Height of Building, h (ft) - 36 (Per Architectural Drawings) Height of Other Structure, z (ft) = 38.9 (Per Architectural Drawings) Basic Wind Speed, Vb (mph) = 110 (ASCE Figure 26.5-1) Exposure Category = C (ASCE Section 26.7.3) Risk Category = II (IBC Table 1.5-1) Velocity Pressure Coefficient, Kh = 1.01 (ASCE Section 29.3.1 & Table 29.3-2) Topographic Factor, Kn = 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) Wind Directionality Factor, Kd = 0.85 (ASCE Section 26.6 & Table 26.6-1) Velocity Pressure, qh (psf) 0.00256KhKztKdVA2 (ASCE Eq. 29.3-1) qh = 26.67 psf Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient, (GCr) = 1.9 (ASCE Section 29.5.1) Vert Gust Effect/Force Coefficient, (GCr) = 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind, A( or A, (ft) = At or A, (Projected Wind Area) Design Lateral Wind Load, F (Ibs) = gh(GCr)Af & (ASCE Eq. 29.5-2 & 29.5-3) qh(GCr)Ar LRFD Horiz Force, Fh = 50.7 psf x A, Vert Force, Fv = 40.0 psf x Ar ASD Horiz Force, Fh = 30.4 psf x A, Vert Force, Fv 24.0 psf x Ar K- or K, IM&CT Tahla 79_q-1 i Height Z(ft) Exposure BT Exposure C Exposure D 0 0.57 0.85 1.03 15 _ _ 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 _ 1.12 30 0.70 0.98 1.16 40 _-�50 _ --_ 60 -- 0.76 �- 0.81 - - 1.04 1.22 1.09 _ 1.27 0.85 - - 0.89 _ - _ -- 0.93 - _ 1.13 1.31 1.34 - � 1.38 _- 70 - 1.17 80 -_ ---- 1.21 90 _ _ _-- 0.96 �_- _ 0.99 1.04 1.24 - --- _ 1.40 _ 1.43 1.48 100 120 1.26 1.31 140 1.09 1.36 1.52 160 1.13 1.39 Y 1.55 180 1.17 1.43 1.46 _ 1.58 200 1.20 1.61 G ENGINEERING wled Suite 200 Edmonds, WA 98020 Wind Loads For Components and Systems SN19 EDMONDS PDT 12/15/2015 Date sheet No. N.T.S. 15015.109 _ ram . cc.r1 4 nKo s.. new ._... ....... .. 11 _Jl j �1� -C Olpt� TO ('c l ac.t-.fX .._._... _... ... 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Description J O By n D � Date i � f � q/ tS' ENGINEERING l �W P.� M D � Checked Date Scale Sheet No. 250 4th Ave. South Suite 200 Edmonds, WA 98020 Project 5 �dm v,1o�S Job No. I 425.778.8500 www.cgengineering.com Steel Beam Sn 19 ECmmf Mbma _CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Lead Combination Sat: IBC 2012 MNerielmpedlea_ __ Maydc Me1Fatl: Albwable Strength Design E adel. 35.0 kd Bean Blamq: CajorAi Benditl E: Modulu¢: 29,000.0 kai Lad4elw'c: Major 12 Bending Loatl CaMinaam IBC 2012 s� :xne �� s•xo� •—• m.. ama w 1n wwsm w xre Applied Leads Servke baits entered. Load Fedors we be appled for oNuaMbns. Bean wllwebbt cawlated and added to to de p Lonna he all span... Unilwm Load on ALL share : W=O.msO MR Lead(.) M Sun Winner 2 Moment: D-O MO kR, Lm=1.0 R in spas DESIGN SUMMARY Manmum Banding Suess Rego = 0.050: 1 Mavmum Shear Stwse Rego= 0.009: 1 Setlbn usM for this seen PIpe2STD Section used for this span PIpe2STD Ma: Applied 0.072 k-0 Va: Applbd 0.05954 k MeGmepe: eamaele 1.245k-A WVOnwpe:Nlowade 6.413k Load Canlbinaim +D.O.66I14x Land Cambbnlion eD.O.WWM Locasmofma®mmonopali 0.98711 Lowsmdmadm mph plan 2,000R Span#M nnaumunncaae 8psi Spaleafaremadmlanowssa Spaitl2 Maximum Defledian Max Downward Transient 0e1lectlpn 0.029 in Rage- 1,831 Max Ulrwara Transient Deflection -0004 in She. - 6,199 Max Die shal Total Densclbn 0.0211n R.U.- 2W Max UpaeN Teal Collection 4.0031, RBge= 6810 Load penWuess So. Me'"Bek loMlbnMspm lRad CpneatYbn has. 'Bea Lmalon Yl r,}we WQW Wont, Vertical Reasons Lpsd Dmbwawe .B.x 40,002 a.mi .O.L.N 40.002 Owl •pU.N 4002 eml .MS41 awe owl .p.e,lrJAr.O.]50..H awl owl -0b 250Lw.250sH1 a001 owl .MO.fi01V.x onto SAM .Dw.20E.x 4007 pall .M0.2501:42WL4450" pwR e06 .Dw2501.4150S445(ri pw9 ease .DA.15OLw.]5954WWEx 40.001 pml wWow60Ww Wx polo awl wWaw>oEwWN a.04 0,019 NUM m Vertical Reactions lotl LaNva&n Dons Lr Ody LQW Sci Wont, ErkW xO* _ SypMlahaan:Fml bft %hipp Pe Spapwll &*W2 Beni SplW4 a. 0124 0.124 ..._ _ . ._ .... . TA I - Description T1 r I A /� _ � C. � cc,� BY P V 'r Date MI,� ISIf.s I h -c.a-�" O- I Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project Job No. Edmonds, WA 98020 S N 19 S 425.778.8500 1 SD Ls'.1 O °i www.cgengineering.com 250 4th Ave. South Suite 200 project Edmonds, WA 98020 S 425.778.8500 www.cgengineering.com Job No. I 1 150 is, (o1� P1000 1 Pierced channels are found on pages 60 and 61. P1001 2 9.51 ��''.2-I �9.5 7 1 .710" 118.0 2 Weight 190 Lbs/C Ft (283 kg1100 m) Weight: 380 Lbs/C Ft (566 kg1100 m) BEAM LOAD' 3500 30002500 - -� 131000 y o P1001 2000 a 1500 _ J 1000 500 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 'Maximum allowable uniform load. SPAN (In) Channel Weight Allowable Moment Material Thickness Standard Lengths Finishes Other Materials LbslFt I kglm I In -Lb I N•m In mm 10' 20' PL GR HG I PG SS EA P1000 1.90 1 2.8 1 5.080 570 .105 2.7 P1001 3.80 1 5.7 114.39011630 1 .105 2.7 Nominal thickness of 12 gage strip steel is .105 inches. BEAM LOADING DATA Span Max. Allowable Deflection at Uniform Loading at Deflections Span1180 SpanJ240 Spanl380 Channel Uniform Load Uniform Load In mm Lbs M In mm Lbs M Lbs M Lbs M P1000 169.0. 7.5 0.06 ' 1 1600' 7.5 4690 7.5 1890 7.5 24 610 P1001 • Ism' 13.9 0.02 1 8t30* 13.9 3130 13.9 .313Q 13.9 P1000 1.130 5.0 0.13 3 1130 5.0 1130 5.0 :00 4.0 :3l3 914 p1001 3130" 13.9 0007 2 3130" 13.9 3130' 13.9 $13e 13.9 P1000 850 :. 3.8 0.22 6 . •860.- 3.8 760 • 3.4 5:16 : 2.3 48. 1219 P1001 2466 " 10.7 0M 3 2400:. 10.7 2400 10.7 24 •: 10.7 _ P1000 680 3.0 0.35 9 -650 2.9 496 - 22 • .326 1.4 •60 1524 P1001 1920. 8.5 020 5 .1920 8.5 1920 8.5 4636 7.3 P1000 560 2.5 0.50 13 450. 2.0 340 1.5 220 1.0 72 1829 P1001 1660 7.1 0.28 7 1600 7.1 1600 7.1 11.M 5.0 P1000 480 2.1 0.68 17 330 1.5 250 1.1 0.8 84 2134 P1001 1370 _ 6.1 0.3.9 10 1370 6.1 1240 5.5 .116. 930 3.7 P1000 420. 1.9 0.89 : 23 250 � 1.1 190 0.8 130 0.6 96 2438 P1001 'I20a 5.3 0:50' 13 1200 5.3 950 4.2 ;:640,: 2.8 P1000 '380 1.7 1.14 29 200 0.9 150 0.7 100 0.4 108 2743 p1001 1670 4.8 0.64 16 1040 4.4 750 3.3 500 2.2 P1000 344 1.5 1.40 36 160 0.7 120 0.5 80 � 0.4 120 3048 p1001 960 4.3 0.79 20 810 3.6 610 2.7 410 1.8 P1000 280 12 1.99 51 110 0.5 80 0.4 60 0.3 144 3658 p1001 .866 3.6 1413 29 660 2.5 420 1.9 280 1.2 P1000 240 1.1 2.72 . 69 80 0.4 60 0.3 40 -0.2 168' : 4267 p1001 690� 3.1 1.55 39 410 1.8 310 1.4 : 2-10 . 0.9 P1000 210 0.9 3.55 90 60 0.3 50 0.2 NR NR 192 4877 p1001 600 2.7 2.02 51 320 1.4 240 1.1 160 0.7 P1000 190 0.8 4.57 116 50 0.2 40 0.2 -NR NR 216 5486 p1001 530 2A 2.53 64 250 1.1 190 0.8 130 0.6 P1000 170 0.8 5.61 142 40 0.2 NR NR NR NR 240 6096 p1001 480 2.1 3.15 80 200 0.9 160 0.7 100 0.4 *Load limited by spot weld shear. NR = Not Recommended Notes: 1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported in such a manner as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8. 4. See page 66 for lateral bracing load reduction charts. COLUMN LOADING DATA Unbraced Max. Allowable Maximum Column Load Applied at C.G. Height Channel Load at Slot Face K=.65 K=.80 K1.0 Kc1.2 In mm Lbs kN Lbs kN Lbs kN Lbs kN Lbs kN �r` ! P1000 `3400,`' 15.1 9600� 42.7 9500, 42.3 '�83 0 41.5 40.5 4 ;7 610 P1001 6360 28.3 .. 23820, 106.0 �; - .3560 : 104.8 23t30 102 9 226 0 100.6 J. ,,. P1000 3000 13.3 76'- ; 34.0 7400 32.9 7000 31.1 6490_: 28.9 P1001 6190 27.5 23190 vr- 103.2 22610 ! 100.6 91640 96.3 20460: 91.0 P1000 2570_-, 11.4 5910. 26.3 5530 24.6 4980 22.2 4430 19.7 48 1219 P1001 :5970 26.6 22310. 99.2 21270 94.6 19550 87.0 1746Q' 77.7 P1000 2230 9.9 4780': 21.3 4390 19.5 3850~ 17.1 3330 ' 14.8 60 1524 p1001 5690 25.3 21180 - 94.2 19560 87.0 16870 75.0 13590 60.5 P1000 1970 - 8.8 4090 - 18.2 3680 16.4 3140 14.0 2660 11.8 72 1829 P1001 5360 23.8 19790 88.0 17460 77.7 13590 60.5 -9570 42.6 P1000 1.760 7.8 3600 16.0 3170 14.1 2630 11.7 2160 9.6 84 2134 P1001 4.970 22.1 18150. 80.7 14980 66.6 10130 45.1 7030 31.3 P1000 1580 7.0 3220 14.3 2770 12.3 2240 10.0 1800 8.0 96 2438 p1001 4510 20.1 16270 72.4 12120 53.9 7750 34.5 6380 23.9 P1000 1430 6.4 2910 12.9 2450 10.9 1930 8.6 *' " 108 2743 P1001 4030 17.9 14126 62.8 9570 42.6 6130 27.3 4250 18.9 P1000 1290 5.7 2640 11.7 2180 9.7 '* '• •' 120 3048 P1001 3610 16.1 11750 52.3 7750 34.5 4960 22.1 *" " " r > 200 ELEMENTS OF SECTION Channel Areas of Section Axis 1 -1 Axis 2.2 I S r I S r in cm2 In` cm' In' cm' In cm In` cm' In' cm' In cm P1000 .556 3.6 .185 7.7 .202 3.3 .577 1.5 .236 9.8 .290 4.7 .651 1.7 P1001 1.112 7.2 .930 38.7 .572 9.4 .915 2.3 .472 19.6 .580 9.5 .651 1.7 - Moment of Inertia S - Section Modulus r - Radius of Gyration -CD � U 1 `� rur ucucb rwwncra - iensum ana shear Loaas in Normal Weight Concrete — Simpson Stro... http://www.simpsonanchors.conitcatalog/Pat/lestLnerstloads—pdp.huW PDP Series Fasteners Tension and Shear Loads in Normal Weight Concrete SIMP50hi www.simpsonanchors.com— , +} .; t$(dodeI Sll'1'I}, nlaui l�l 'ill inlml ill rrl, 9l nlallf'e t'eI la m ln tdgv 0lstaa rllfDau ~ m "ift :. 1�,17W y1-�, ��vv 1ensib ` I * ' Yt S Pi' . IDS + 4x in�l s x;t5;7 I ughC r, s P c ¢Op ii p c 0 s fSD 1 �t�d D� L� s6e1s L s�JJ 0.145 - 1 s 4 45 - 100 15D - Cb e3. 120 T55 205 pop _ 2 7 f10g 0 OAT M. .53 Ot7 (0.01 0.145 irk 3 4 140 255 370 255 205 255 _ 0tA5 7 1 3 DD 0.52 t.13 (1.65 .rib 1.1g (1.18 POP -SS 3 i 10D D 7 Y95 0.&7 1. The fasteners shall not be driven until the concrete has reached the designated compressive strength. Minimum concrete thickness is three 0mes the fastener embedment into the concrete.. 2. The allowable tension and shear values are for the fastener only. Wood or steel members connected must be investigated In accordance with accepted design criteria. is� ° nti y The table applies to the following Simpson Strong -Tie it4r. fasteners where minimum penetration e)dsts: PDP & PDP-SS click on the links above for more information on these fasteners F` w PDPW Click on the rink shove Im mnre Infnvnatinn nn th... het-ners PDP* PDPW` ----PDPWL` PDP-125 PDPW-125 PDPWL-125 PDP-150 PDPW-150 PDPWL-150 PDP-175 PDPW-175 PDPWL-175 PDP-200 PDPW-200 PDPWL-200 PDP-225 PDPW-225 PDPWL-225 PDP-250 PDPW-250 PDPWL-250 5/3/2011 10:38 AM Fasteners for Simpson Strong -Tie Powder -Actuated Tools -- Simpson S... http://www.siapsonanchors.com/catalog/pat(fasteners/faste=s.htW 2 PDPH-200MG*1001"000 PTM•27HD PT+27H0 . 721'10,00. G-2000, System 1 Sygiam 3 and teiostotherlaw 2Y� POPN 250MG 3 PAPH 300MG vdattityigols. Mechanical Gatvaniang meets ASTM B695, Class 65, Type 1. *Up to 2 1/2', "Up to 1 112 " PDPHMG 316 Stainless Steel .300" Headed Fasteners with .145" Shank Diameter See load value information �� modes "M NOW -mac ' PDP-50SS 100 1,000 PTP-27` PTP-27AL" PTP�27AS , PTM-27 PTM-22 PT 27" : PT268"" PT-22 P722GS PT--22H 7211*,i040„ U-2000, System 1, System 3 and mostothettow Velocity tools. 1hKnurled PDP-50KSS 10a 1,00D §e lCn rled 1?OP-62KSS 100 100 a!, --- PDP-76SS 100 1 000 1 PDP-100SS too 1,000 11/4 POP-1255S 100 1,000 - 1V2 PDP-150SS ' 100 11000 1si< PDP-175SS 100 LOOD 2 POP-2 M :100 1 1;000 2✓z ... POP-26OSS 100 1,000 3 PDP-300SS 100 j 1,000 *Up to21/2","Up to 1 112" .300" Headed Fasteners with .145" Shank Diameter and 3/4" Metal Washers See load value information Le Ih. -vd PDPW-75 100 1,OOp PTP-27 P7P+27AL PTP 27AS` PTM-27 721 `, �0 00, ysttem 1 PDP1N-100 10D 1,000 11J< POPW-125 100 1,000 P7 2722 1, System 3 11h POPW-150 100 1,000 PT-258' and most 2 POPW 244 104 i,p00 Fi-22 otherdow velocity 21k POPW 250 100 1,Opp PT-22G5 PT-22H MC& 3 POPW-300 100 t;000 of 8 PDPW PDPSS a� 5/6/2011 10:52 AM G G ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description E X iSq rl RCJ U Project S, , c� E By C OT Date ! Z 1 i� 1 Checked Date Scale Sheet No. Job No. 6� I SO i' ,10 (:!1 Triple -band Panel HUTHREIn c 0 CS S N r, R uS 0 CO S c E cr c Electrical specifications, all systems Impedance 12 50 VSWR < 1.5 Return Loss dB > 14 Interband Isolation dB > 30 Passive Intermodulation dBc <-150 (2 x 43 dBm carrier) Polarization 0+45, -45 Max. Effective Power for the Antenna W 900 (at 50 °C ambient temperature) Values based on NGMN-P-BASTA (version 9.6) requirements. Accessories (order separately if required Mechanical specifications Input 6 x 7-16 female Connector Position bottom Adjustment Mechanism FlexRET, continuously adjustable Wind load N I Ibf Maximum 1210 272 (at Rated Wind Frontal 1160 261 $peed: 150 km/h) Lateral 390 88 Rearside 1210 272 Max. Wind Velocity km/h 241 mph 150 Height / Width / Depth mm 1921 / 377 / 169 Inches 75.6 / 14.8 / 6.7 Category of Mounting Hardware H (Heavy) Weight kg 30.0 / 32.2 clamps Incl. Ib 66.1 / 70.9 (clamps Incl.; Packing Size mm 2121 / 397 / 212 inches 83.5 / 15.6 / 8.3 Scope of Supply Panel, FlexRET and 2 units of clamps for 42-115 mm I 1.7-4.5 inches diameter Type No. Description Remarks mm I inches Weight approx. kg I lb Units per antenna 85010002 1 clamp Mast diameter 110 - 220 14.3 - 8.7 2.716.0 2 85010003 1 clamp Mast diameter: 210 - 380 18.3 -15.0 4.8 10.6 2 85010008 1 downtilt kit Downtilt angle: 00 -11 ° 1 4.319.5 1 1 Accessories (included in the scope of supply) 738546 1 clamp Mast diameter: 42 -115 1.7 - 4.5 1 1.112.4 2 86010153 FlexRET I 1 For downtilt mounting use the clamps for an appropriate mast diameter together with the downtilt kit. Wall mounting: No additional mounting kit needed. Material: Reflector screen: Aluminum. Fiberglass housing: It covers totally the intemal antenna components. The special design reduces the sealing areas to a minimum and guarantees the best weather protection. Fiberglass material guarantees optimum performance with regards to stability, stiffness, UV resistance and painting. The color of the radome Is light grey. All nuts and bolts: Stainless steel or hot -dip galvanized steel. Grounding: The metal parts of the antenna including the mounting kit and the inner conductors are DC grounded. 1)f13910.4 2 7212.8 3 13 0.5 All dimensions In mm I inches www.kathreln.com 80010865 ' Page 3 of 4 KATHREIN-Werke KG - Anton-Kathreln-StraSe 1-3 • P.O. Box 10 04 44.83004 ROSENHEIM • GERMANY - Phone +49 8031 184-0 - Fax +49 8031 184-820 9.3 May 6, 2011 AT&T Mobility Corporation c/o: Paul Long Goodman Networks 8815 122"d Ave NE Kirkland, WA 98033 RE: Level 1 Structural Analysis SDI Edmonds 406 Main Street Edmonds, WA 98020 I. Introduction LDC THE Gvil ENGINEERING GROUP Commercial Infrastructure Residential At the request of Goodman Networks, we have performed a structural analysis of the existing antenna mounts at SC30 Key Tower in Seattle, Washington. The evaluation was completed in conformance with the 2009 International Building, the Steel Construction Manual (AISC 13) and the American Society of Civil Engineers Standard 7-05 (ASCE/SEI 7-05)under the following site specific conditions: Basic Wind Speed: 85 mph Exposure Category: B Occupancy Category: II Seismic Site Class: D Based on our visual inspections performed on December 22, 2010 and May 4, 2011 the existing antenna mounts appear to be well maintained and relatively free of corrosion. This evaluation assumes that the mounts were properly installed per the original design documents. The following sections detail the existing and proposed configurations in the areas subject to change. II. Proposed Antenna Configuration Sector Antenna Model Antenna Weight Effective Area A Kathrein 80010764 40.8 lbs 4.52 sf B Kathrein 80010764 40.8 lbs 4.52 sf C Kathrein 80010764 40.8 lbs 4.52 sf Additional Appurtenances: 1. Mount an Alcatel -Lucent 9442 700MHz RHH unit, and an Alcatel -Lucent RRH AWS unit on P1000 Unistruts attached to the building side of the parapet near the new antennas. III. Conclusion The subject antenna mounting masts are assumed to be 2-inch diameter standard pipe. Wind is the controlling load, and the 2-inch pipe mounts are judged to be structurally adequate to support the loading in conformance with IBC Chapters 16 and 22. The evaluation compared proposed gravity plus wind loading with the design capacity of the system. Seismic loads were calculated, but did not control. o� N N co "It Ln lV V x The %z-inch diameter bolts or threaded rods that connect the mounting masts to Unistruts which are attached to the exterior face of the wall were checked for gravity plus wind loads. The bolts are ok for the given loads provided that the distance from the Unistrut to the centerline of the mounting mast is not greater than 7 inches. The Alcatel -Lucent RRH units should be mounted on P1000 Unistruts behind the parapet at locations close to the new antennas. The locations of the RRH units must be verified with AT&T prior to installation. If any existing conditions are found to be different than our assumptions, then we shall be notified immediately in order to determine whether a reanalysis is necessary. Our calculations are attached. Please contact the undersigned with any questions relating to this work. LDC, Inc. David Ohnsager, P.E., S.E. A-1 AT&T SN19 Edmonds Structural Calculations: Antenna Mounts Prepared for AT&T Mobility Corporation c/o: Paul Long Goodman Networks 8815 122nd Ave NE Kirkland, WA 98033 Prepared by LDC, Inc. 14201 NE 200th Street, Suite 100 Woodinville, WA 98072 (425) 806-1869 Engineering Review: David Ohnsager, P.E., S.E. up May 6, 2011 Engineering ABOVE the Standard LDC THE CIVIL ENGINEERING GROUP Commercial Infrastructure Residential Job No: 10-655 a a L Q u V J 3 3 3 co N N co Ln N X G+ co a OR LM a N O co O� Q 3 0 0 3 e 0 0 s 0 0 N w z 0 N I� Project S/t1� / 9 Ed oza.4S LDC M. ✓O- 4-57 Date: / Engineer. _,l% Pager of if LDC ( 14201 NE 200th St., #100 • Woodinville, WA 98072 . ph: 425.806.1869 - fx: 425.482.2893 www.LDCcorp.com r —1- - -rt. XJCrf fjssc�,r� 30Uo�si. C/l° co�r�e. LdSz Slx,ZX,,817= k-33,&L Seft)nec A-Ascr- to : s!d-2.33 > 60& f% = px d 0 r = =lad 5 LG3e Se��s� P�P� fps �- e�@ �� o c If e% Ay at&t EDMONDS Your world. Delivered SN19 ( LTE 2C) FA# 10092438 406 MAIN STREET PROPRIETARY INFORMATION _ _ _ EDMONDS, WA 98020 BYE THRE. pNY CE ON BUOIXT113 SETOF MS4 TW GHIONEUGES3OW AT4T SgY BYXFWTug9E gwusEDR wscLGsvRE DINEN M.xrNgTnTIw REurfis Tn WE nrBT 3 mwcnv WMIBREO. u o f 0 z a 41 ! f6} H W Z m m 6 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX ... ,u.� v APPLICPNTAESSEE AP GANFS REPRESENTATNE: ,TTSTNRTESUUEBNG3 GENEAOLIXNMIMS ONGO. DESCRIPTION k• /• .SITE Yvay ,.n,.,. •• :` A. 5 _ t` "SITE .•:�� `•+T . a A '7 i xM _., 1 ET]N WAV x30 SD4TPO ST, BVRMXGq REDMWO.WAROG NEMON.WASWST OHHAACT. SAUBMISIG PHONE: Nzrslu3Bm DESIGN OONSULTANO ZONING S PERMUTING: fsAlP.ASSoEwres ns. UNH1OTNAVE W. GTE ]W w3TNG LVNXWWU WASWM LYNNWCOp, Wq SBNS LOFFICEI I.xs1TY M NeNU (42w ONY1 ONTAGT: EAIC CHIP CONTACT. NApF{pECgsHEY LANDOWNER: NN i-10 TTESNEEC Y111LL "T- CAMP+ ASSOCIATP.S G1.0 6EISRALXbfEB Gxa BENPA.LL NOSE$ o Mmr.vsmi M1A OVEMLLSIrEPVN /rf.t eA4EMwT qpN q-20 FNLViOEOEO1TLf.NSgG(M FLW9 a30 PgA1LLLxpirNEIEVArCN9 A31 PMNL WEBTE.EVATCHe WIE: /a/Is MA WWIRUCTILW OETM8 pgWN m: flFt EASTWOSPRJPOSEDNIIFIiNPUH9 T n 1, .x...i p Vs, `w•= ro ✓1 MESS FARMER THE.3-1 SON PggwEP9 TIE SESSION FARMERS GEAWTNNE BEAT E,m SEATRE Wg9B105 fiEAT :D BBOA CwOACF).. IEWTN Port T:000GLg3EOOTN ONE ITWIK6iTIB ONE(ZtlI4531118 ECI(m B/: sx qF3 gF0.VNBW30UGMM REVISIONS EI.O ANLw1U xx GRg SGp4Ne1p1E8 GROVIILWOCETMB' CODE INFORMATION BUROMGCOOE: x01 IG 3TAXOMUSANOANENOMENSWACSI=A W2A'TANDAmENSW51E 20 WOETAOASDwNAANErvo•wA a N Nn= ,.�.s N •.: Ie. m- i".' �" LEGAL DESCRIPTION mlzwcETAHQATWUIQAMwOMwTEA!lEsm ' NTS N.�= 7 NTSi BDI.IWNXTOMI CCNMEnC4L WgE1 zWISTRUCT NWIP. BIG C�IN31RVmI0N T1 IIB pMWOSRgTOF&1{ Bfs W.O.`T T BTG I. LOr BaDPUT TIfR1r.W3wwmFf TN6ElrB0.TXw SOLOSASOTEEll BCWPANcv: Gx am19DwTaN: GRYOF EOMOxos. wgsgwmw PROPOSED BUI DING USE: C. CCIA.EJNIGTONS NO MAG SIXTSBEYrOTHREOfNw TD PDa NaOTMw BED SwwBLmesovut MxBLYAw w LNBfftWe . BRLVBPLTNWT0WUN MGBSY AIDALLErro W GGNrMRAN70GNWN3DLUTTI3vnY TPBBULB DRIVING DIRECTIONS 1. _ __ AW V— N 11nWIO �.m - Pva I —I wrta I�-S�' midTH i - "-GP I IOWi,T�IlAs.l'An Mn iiw//A TO W B wul,u WWrpnu[ x. w w 1 ¢P urr u IxL s I. LM. wm s r.WTx •r ms muncxI—, .wT ,Pc 1A nn rnlo uux n. law rvL xa .1 � SITE LOGATON: (BASED ON BAD 83) PROJECT DESCRIPTION TA 10, BBA NBIEWTW umUDE: ar •B'axRxlnmml TBT NIP[PMESTOPEPV,CEISIEAe1NOPAVEI.W1FN149 .WAGwE: TFIVBUPW(-Ixx.b BASE UEVATION: ITA' ANEW WNM(3)NEVI PANELANTEN SS. ADD11. MIM N RB ELEVATION AT BASE OF EWGGNgE Vd AGL ELEVATION AT TOP OF STRUCTURE.-M3L TO FX1. IMNWSS ON ME PENFIIWSES OF SH WSIHO ASUSNG AND PNXT TO TMICR EMSTRID WE 00INUU NS, CUNSULTANTGRWP6IGH PFi SIGNANflE ATAT9WXOFF pwlE Aw—UNE _ CWBTRUCTNSNCWR.. GONRVNCE THIS SUE IS EQUIPPED ARTH94) GXG I KE Ifl BATPEWCELw WAGSREPRESENTATRE CWETTWCIIW MANAGER GENERAL INFORMATION ANDRECMIERS TO MEET ATTMMPB4H we RUNTIME PEW WEMEMB. We STE IS CWPLWIT. P0.0lEm MNNOER -- BUEA...BUT. — -- - OEPLUYMENI. AGED EOUIPMENTEWINEER - 1.PARUNGREOUWEMENTSAREUNCNwGED. z. IAAEFw.DU AFFECTED. I. NO ADDITRMAL IMVEGV o AREA M PROPOSED. gTBTPRCPoSEe T0A20iXEEIXLgNXGEWP,.1EMf: • WSrµLALUUp11ALx4MNNEFIERMOpIAE3WTE LTEDCCOMTTETSNELF EDMOINOS Wfi WJN SIREET EWW05. WA 9B0x0 E.m _ INTEACODDRAT 6REAWISfIIW MWPP£P OPEMTIWs SAGN (3) NSA 1a NAP BREANERs A MECOM40.1EA HEW PERMUS RFENGINEEU ENEEi T11E TTIEBMEET _.... Of IMNI3E�BDN�G MRGENFNEO R�EOS SHEET NUNSEA EkH E NmE DISMISSED S T-1.0 U\ / NOTE: THIS IS NOT A SITE ZONING: BDI / I / SURVEY. ALL PROPERTY LINES. / MEETS AND BOUNDS. ORIENTATION OF TRUE NORTH. 11 STREET HALF WIDTHS HAVE BEEN OBTAINED FROM A ` \ e eiwNc / n- / BUi�NC �/ / PREVIOUS SITE PLAN AND ARE I V APPROXIMATE / TAX LOT 1 100 ZONING: BD1 \ euaaNc / r ` TAX LOT / • / � I / (E) 00434400101202 euaD.+c \ \ ` ZONING: BD, TAX -LOT / V y (O 34400T0120 eua0urc ZONING: Sot, II (E) ANTENNAS MOUNTED TO // BuID 10 _,/ BUaDCHO (E) FLUSH NOUN' Poe (EI (E) JET _ wi m TWEE PER SECTOR. j DulukNG BURDwc / BUlDINO f 1 WE TOTAL ,. Ik2 \ TAX LOT p /` TAX lOT / 00434400100102 00434101600300 / � .�� � �I ZONING: 801 I ZONING: BDI / I IMF) iII R>y cn (El On, ANTEr4w \ TAX LOT III BALLASTED POE QDa \ 004344Do100,01 / \ Al _.� 'To /j/•.' IAOUNt �� \ZONING: B01 / FIBER CONNECTCN TAX LOT - _ / BOX MOUNTED To J .• 00434401601100 / IE[IST04 CABLE TRAY I ZONING: BD1 / - / (E) AMT TAX LOT `•• coAA cuASE `00434401500602 / QQ. ZONING: SDI 1 / � I I 004TAX LOT 344015007DO ` l / ZONING: BD1 / -LDIND / / J E PROPERTY LINE TAX LOT � 27032300404600 / 1 / . TAX LOT / 00434401500601 I ZONING:801 TAX LOT 270323DO404100 ZONING: SDI I TAX LUI ( 270323004036W I I I 29 �7-%Q (E)20NtkC: B0� f I eu�alNc I� TAX LOT / Buia)Nc 1 1 TAX LOT 3 00 �, Q (E) I ( � I ZONING BD1 ,I 1 N emaNc I I 27032300404200 1 ZONING: BD1 OVERALL SITE PLAN m U 0 �3 Z j M SSm Y S oc CAMP+ ASSOCIATES MM M=AYl W.&M M LYNNACOB•AWEo01 WlolrrlfsA*�eap ►ARICg9►TEN WWW. AMF1%2 OC= TE: tl/xS,/Ib BY: ECKED BY: PM REVISIONS EEN_ out, D[SfOMM or I w SN19 EDMONDS 406 MAIN STREET EDMONDS. WA 98020 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1.0 EXISTING ANTENNA CONFIGURATION AND SCHEDULE -PER RFD$ DATED 1048.15 i9flORA K RAD Col lecw M W10011 NImOa EM I SET TM w iemd4 rum dM FORKawa till% LAToO te7 w x w 1 RASIRON 9mwm V r YES ma-cw-cut o Tim iw4r ROOFTOP CAM TRAY ,q TES ra ml-� O a No 2 1-y9 ttra mA1ao _ L9RISQ0 low 703" V. r NO e-mluwlmjLm 2 7/r' ur•R SICIORr K "0Cra C* rMOOII Rama to � AST TM MA ma MEN tam eornwtf m x IT[ go to c4m no OIM99D _ _ elr I>D x 2I0' 1 uT,RTw 2:00161 r O Ival RRHm10W4WL 1 a ma or-0r ROOFTO► YRAr ND mwet ra aoTeA O r NO ts7N9T t 1.90 mrf r N2.1" 0. 0• No I-At90ea Itc0l 2 7/r IQO smca9c K LW CIR AM rO,OOR Ngma I" TUACIF ENT RR TWA m- Hz" � raN/Lwrr orM tATm Gm tm as,Aam _ eAUAao 2r To x a 1 uT,SmN 9701W" r cr ra RRJ<De4OW4rL 0 Rea I sm-wIt ROOTTO► wtTRAr NO m ra RT-� a v No asp 2 1-wo %W-W w-1" r r NO 1-Ti199M►1114m = aAr sua- PROPOSED ANTENNA CONFIGURATION AND SCHEDULE - PER RFDS DATED 10.28-15 MIORA K RAO CM Sd ARTS VOem0l1 Mom cm TILT A1[TAI Tat SET rNIA Irx Sd Fm tttml 9RT/RR i0R 16511 10RRdAI1T trM WON to = �, teo x w 1 utwrrl � >r r r rs ��`1Da ee0,low mIL m Tual L%� t MO No Ta Ta 701" Q m• No 2 1-" ltr_w 70M � a No MTRUG& III9jtal t 7/r lira eKT09e K RAa RII /d ANtee YOAOR 1AOOa am TRY Aml W. rtT AAA SRM rd I= pmmll mo tan RlItMN{T SIM 17100 I. tla x w 1 uTlndl O rrs n m REM 1294 Ttu FIO To LAOS "m Tang v o No usn e 1-"to 10td' rot" � a No 11a:s0orcl� a 7/r Tas mcTORC K Ra Cm SOP am V0100II a mOa RtccF Tv Y0°` Tu ar TM MISS Sd ro1 FEOx& roll tan I'MRSAW Wq Lirrim R9 "ll" 1r x x 1 uIIm1 Somme :sT r r M MeR" x ,Rla.lowan 0 ISO ISM rM NO eTs eT3 mam"mlA map C a, NO asrTr a 1-wo 1ffir lAltteo 702M r r is I-TopammTm1 : 7Ar taa ANTENNA SCHEDULE '„ g 0 0 LY13 aso 190D -� + WNW ReR SSO 1900 / �• •�� ,t� SECTOR \ 86c70R ` ! 0 0 "> / �EZcsLeso t9oo caEfluw ``'-1. `.��� f' (EJ,Ar&T NTOfAT&Tum tm. (t PER scta1F Trr. (t PER sEcroR\ �.• .�` •�. AZIMU \_ ATOTAy (NL%AT&T LYE PANEL ��� ���•, ` •.� (I') AT&T PANEL Aqa)" TO BE KRACM TTP. (I PER •```` ! �• �-1W SEt:iOR, A TOTAL) `��� 4 1 / 1 f St7:TOR..1 TOTAL) ,` !/ /! L1E 70m r „ :, .-+ E LSE 700 1900 %, AT&T 700 NM SRm, IMP. 1 u ,,. (c) AT&T 700 NNt MV IMP. —(1 PER SECTOR. s TOTAL) / jf y �— I PER SEEM s TOT 1" (E) AT&T stm suPPREmTeo l /• O VAWT10N uw, TYP. (I PER (,e) AT&T 1900 mu mu. rfpl. o/ SECTOR s TOTAL) `5+ +�. // (1 PM SECTOR, s TOTAL) / O AT&T PANEL ANTTMM TO \� (E) AT&T PANEL ANTENNA TO KWJK TYP. (2 PER SECTOR. �• / e TOTAy � i6mjlc tm. (: PER SECTOR. ' (E) SAT&t' �l J TOTAL) lYp. � AT&T -M wI IML (I PER SOCtOw:a•MAL)) ._ I ••,`\ AT&T �rllL R;P ®��-'• INSTALLATION NOTE: 0 PER SECTOR. �'� � sxPR�apN (E) AT&TT suTCE CONTRACTOR TO FIELD �. -rS}� owpelmm LINT, op. (1 VERIFY PRIOR TO BID smcrOR s TOTAL) ACCESSING AREA FOR l tl •` OOwammm Lon. . PROPOSED WORK. CURRENT scam s MEAL) (O AT&TPANEL ANTo&w m STRUCTURES i0 8E d REPAIRED REPLACED TOBE REPLACED. TVP. MiO1niTYLry PANEL _ SECTORTOTs „� (1 POI MATCH EXISTING. _ ` '•'•� (TOW SOCTM s VC7 J NOTE: IN 00,\ \� PAINT NOTE: EASU N0 ANTENNAS AND ,PAINT ANTENNASA NEW >; MODEL HUMBERS SHOWN ^ �.` SECTOR �� ARE TO BE FIELD VERIFIED FOR B ti EQUIPMENT TO TCH EXISTING 'A' PRIOR TO CONSTRUCTION w '•ti EXISTING ANTENNA PLAN ';Ta 1 PROPOSED ANTENNA PLAN nm.a '',W;, 2 In �C L III 20 19 S (((C CAMP+ ASSOCIATES "m SNNAYcx.omm L"om=MN= N,OCILTRmm /AlN7N>KNN MAMtIIInpmG0011 DATE: ,1/2S/Ie DRAWN BY: a CHECKED Br: Pp REVISIONS •• DATE: OESCRVM : Ur 11/rS/1 BB SN19 EDLMDS 408 WIN STREET EDMOND% WA 98020 EXMTMET nnE P ANTENNA PLANS SHEET NUMBER RF-1 NOTE: (E) AT&T ANTENNA STEALTH SHROUD NOT SHOWN FOR CLARITY. INSTAI IATTON NOTE - CONTRACTOR TO FIELD VERIFY PRIOR 10 81D MEANS AND METHOD 01 RLMUV(NG/RLPLACING EXISTING EQUIPMENT, OR ACCESSING AREA FOR PROPOSED WORK. CURRENT STRUCTURES TO BE RLPAIRLO/REPLACED 10 MATCH EXISTING. PAINT NOTE: PAINT ANTENNAS & NEW EOUIPMENT TO MATCH EXISTING SITE CONDITIONS. (E) AT&T PANEL ANTENNA (E) AT&T PAWL ANTENNA TO REVAM. TYP- (2 PER TO BE PE -LACED, TfP. 0 SECTOR. 6 TOTAL) PER SECTOR. 3 TOTAL) (E) AT&T PANEL (N) ATtT PINIL /����y���\�� ANTENNA. 1TP. (2 PER ANTEJIftA 11'P, (1 PER T'L't}12r2RT SECTOR 6 TOTAL) SECTOR. 2 Tom) 'Alz 7 T/ ITT ANTEN/NS A OVERAL T T'— fR .. .... .. .. ... ., ,•,. E36•-11• AGl N 'i— v •1I• . ..+., �� F:.� T„T z-tI-AOL 7 ( Roa Cm" ... _..,. 'T_ .- L36-O AOL w.v.. •, v .. AD CNtL(L) AQTCN/N DP l �. r �• •� t �-vv'\:-•L^ r !•vim. •� rr �'•_.��I{{I .........1 .^�'1r ! •'v'V-vV- 1-'V -vim^ 11� : i� _NiN[D C .._ l0 -0 AGL EXISTING PARTIAL NORTH ELEVATION ELEVATIONS 00 PROPOSED PARTIAL NORTH ELEVATION U �� 3VV � N Z ul I m y (((C CAMPt ASSOCIATES 1004""ARLR.am T4L LNNVMWA1m1 11101i.ILTRT1llm 1ARTCtlIDN1N vTATAtirA11xm1 TE: T1/23/Ts RAWN BY: a+ECKED BY: REVISIONS RW� atc D[wuPTtDTe tM -Two TIB SN19 EDMONDS 406 MAIN STREET EDMONDS• WA 98020 SHEET TITLE PARTIAL NORTH ELEVATIONS SHEET NUMBER A-3,0 NOTE: (E) AT&T ANTENNA STEALTII SHROUD NOT SHOWN FOR CLARITY. (f) AT&T PANEL ANTENNA (E) ATV PANEL ANTEPMA TO REMON, h'P (2 PfR 11 Nf KPLArt D. RP. (T SECTOR. 6 TOTAL) PER SUMP. ! TOTAL) EXISTING PARTIAL WEST ELEVATION ELEVATIONS INSTAIIATION NOTE CONTRACTOR TO FIELD VERIFY PRIOR TO 810 MEANS AND METHOD OF REULMNG/RLPLACINC EXISTING SHROUD, OR ACCESSING AREA FOR PROPOSED WORK, CURRENT STRUCTURES TO BE kLPXRLU/RLVLACLU TO UAICH EXISTING. PAINT NOTE: PAINT ANTENNAS h NEW EQUIPMENT TO MATCH EXISTING SITE CONDITIONS. (E) AT&T PANM (N) AT&T PAHM 2 S ANIONA, IMP. (2 POt ANfL W� frP. (1 PER stem 6 TOTAL) st.tW 3 TOTAL) PROPOSED PARTIAL WEST ELEVATION it4 Q p--O Aa I v E to ? V C L �•— 0 ; m Y S oc CAMP♦ ASSOCIATES +MrT ARTTAIILT�. 11111m T`IM"M14000a • rAe(mlTaTaeeA rAwvArERsrocoor TE nps/Ts pmw BY. d CHECKED BY: PR REVISIONS TIY: Q%M* DtsarrTwle TRr. ST 10" FM SN19 EDMONDS 406 MAIN STREET EDMONDS, WA 98020 SHEET TITLE PARTIAL WEST ELEVATIONS SHEET NUMBER A-3.1 GENERAL NOTES, 1. THE CONTRACTOR SWILL COMPLY WITH ALL LOCAL AND NATIONAL CODES. REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES. AND ANY UILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS TIRO SPECIFICATIONS ARE A GENERAL OWECTNE FOR THE SCOPE OF WORK. EXACT OtMENStONS AND LOCATIONS MAY CHANCE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS N THE DRAWINGS AND SPECIFICAT30NS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE MIN THE INTENT Of THESE DOCUMENTS, J. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING, 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA. COAX & ADDITIONAL EQUPLIE14T LOADING IS TO BE DONE BY OTHERS. 5. RET CONTROL FROM AWS/RRU (EA) SECTOR AND DAISY CHAIN WIIH:N SECTOR. BOIES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING h INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON TI4E SCISSOR BRACKETS AND SECURE USING 5/16 NCH HARDWARE PROVIDED E. THE NUMBER OF CONNECTORS WILL VARY EASED ON ANTENNA TYPE. DOW NTILT NT (TYP) MICROFLECT 001 OR EQUAL ITENNA (TYP) PARTS: IIEM OTY DESCRIPTION 1 1 ADAPTER POLE LOWER 1 BRACKET DOWNTILT POLE t BRACKET DOWNTIT ANTENNA 4 6 112 X 1 HEX HEAD DOLT 6 1 2 SPUT WASHER _ 2 S 16 X 1 HEX NEW) BOLT 2 S I6 SPUf WASHER 4 1 2 THREADED ROD _ E 1 2 SPLIT WASHER 12 1 1 2 NUT NEW MOUNTING HARDFARE INCLUDED WITH UNIT SCHEDULE BO y O o • s YOLNTNO PIPE 1 (A OU7 ZZ =u UW UM cr¢ ]7 Oro cr K W W a W a oe• •oo HARDWARE INCLUDED WITH UNIT LAN FRONT VIEW MOUNTING PPE GENERAL NOTES s, „" ; 1 ANTENNA MOUNTING DETAIL �waL-wo 2 1 RRH INSTALLATION DETAIL „';� ,'q ; 3 MAMFACTURIM ALCATEL-LUCENT MODEL 025 RRH4.W MANUFACTURER: KATNREN 14AH" YIX •Y WEIGHT: SS LBS MODEL OW10665 DIMENSIONS: 21.2' X 12.0' X 7.2- WEIGHT: 65.1 LOS FREQUENCY: REFER TO RF DATA SKEET DIMENSIONS: 75.6' X 14.64' X 6.Y FREQUENCY: REFER TO RF DATA SHEET IHI W 12.0" lap- RF CONNECTOR,TYP [T G + N f14LT4M T� 2L2" N�^ I I ^ RF CONNECTOR. TYP FRONT SIDE RRH INFORMATION BALED FROM ANTENNA INfORMAT1pN PRODUCT DATA SHEET PUTTED TROY NOT USED 141 HB/LB/HB ANTENNA 5 1900MHz RRH „', „r;,, r 6 r 3 ! ) W1 Y oc CAMP♦ ASSOCIATES WI41 4WNA1C W.r4TE m LW.Y1000.OI41CI1 p"ImomYYEIM MCIQN9�MN Y11YWL1/NHOGOaI TE: n/a/ss BY: psEMED BY: p„ REVISIONS elv_ aft: accorm4praftBY: Iwo =11111 INN SN19 EDMONDS 406 MAIN STREET EOMONDS. WA 91020 SHEET TITLE CONSTRUCTION OETALS SHEET NUMBER A-4.0 d