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HomeMy WebLinkAboutEMAIL & DOCS - 07-00288 - Teton Wireless - Cell Tower AdditionEmil From.: Sent: To: Subject: Importance: Emily, JaNell Hansen Monday, July 02, 2007 2.-46 PM Emily Abe FW-. Teton WirellessIDIgital'Bridge Building Permit for Tower. High FYI, here is information on that cell tower. JN Hansen Building Safety Coordinator Phone: (208) 359-3020 ext. 326 Fax: (208) 359-3024 i�rr a- .y� .a 4 0 Amefica� F1, '1 -1% Wllits--f From: Donna Nims [mailto: donna - nims@dbcma,ii.com] Sent: Monday, July 02, 2007 Z:21 PM TO: JaNell Hansen Subject: Teton Wireless/Digitall3ridge Building Permit for Tower. Importance: High HiJaNell, Thank you for your phone call last weed. am told that we don't actually need any more electrical work done for this newest permit application. Can you disregard that page ? A description of the work we are doing is below.- We will be mounting a catwalk at 70'above the ground on the existing permanent tower. Antennas will be mounted onto the catwalk_ Cabling will be. installed from the antennas dawn the monopole tower to the ground and into our permanent location inside the storage unit. Please let me Know if you need anything else Thank you dor all of your help, Donna I P ■ a Donna Nims Teton Wireless/Montana Wi r l DigitafBridge Communications 208-524-8476 Direct 208-498-2350 Efax vvw�Lv, tetunwire less. com N 9 Pole ` 24260 Code= TI IMA -x"99 Rao P Copyright Semaan Engineariqq S,91Ltions. Inc Load Case: TwistlSway Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.0 Calculated Stresses Seg Elev eft) Axial (Y) (ksi) 50.00 mph Wind with No Ice r I id Stresses Shear (X) Sear (Z) Torsion Bending (X) Bending {Z} (ksq (k.si) (ksi) (ksi) (ksi) 0.00 0.40 0.24 0.00 0.05 5.00 0.38 0.24 0.00 0.06 10.00 0.36 0.24 0.00 01.05 15.00 0.34 0.23 0.00 0.05 20,00 0.32 0.23 0.00 0.05 25.00 0.30 0.22 0.00 0.05 30.00 0.28 0.22 0.00 0.05 33.75 0.26 0.22 0.0.0 0.05 33.75 0.44 0.36 0.00 0.14 35.00 0.44 0.36 0.00 0.14 40.00 0.42 0.36 0.00 0.14 45.00 0.39 0.36 0.00 0.14 50.00 0128 0.24 0.00 0.14 55.00 0.26 0.23 0.00 0.1 60.00 0.25 0.23 0.00 0.14 65.00 0.23 0.22 0.00 0.14 70.00 0.14 0.16 0.00 0.14 7 5.0 0 0.12 0.11.50.00 0.0 0.14 78.50 0.01 0.00 0.00 0.00 80.00 0.00 0.00 0.00 0.00 Combined (i) Allowable Stress (Fb) (ksi) 1 Iterations Allowable Stress (Fa) (icsi) Stress Betio 0.00 12.20 12.61 40.0 0.0 0.315 0.00 11.20 11.59 40.0 0.0 0.290 0.00 10.22 10.59 40.0 0.0 0.265 0.00 9.25 9.60 40.0 0.0 0,.240 0.00 8.30 8.63 40.0 0.0 0.21 0.100 7.36 7.67 40.0 0.0 0.192 0.00 6.44 6.74 40.00.0 0.168 0.00 5.76 6.05 40.0 0.0 0.151 0.00 16.43 16.89 40.0 0.0 0.422 0.00 15.79 7 16-26 40.0 0.0 0.406 0.00 13.26 13.71 40.0 0.0 0.343 0.00 10.75 11.18 40.0 0.0 0.280 0.00 8.27 8.58 40.0 0.0 0.214 0.00 6.61 6.90 40-0 0.0 0.17 0.00 4.99 5-27 40.0 0.0 0.132 0.00 3.40 3.68 40.0 0.0 0.092 0.01 1.86 2.06 40.0 0.0 0.052 0.01 0.75 1.01 40.0 0.0 0.025 0.00 0.000.01 40.0 0.0 0.000 0.00 0.00 0.00 40.0 0.0 0.000 Pole: 2426 Code., TI/EIA-222 Pau r COPYright Semaan Engineering3oliltions, In An"Isis Summary Reactions - Max Stresses hear'Shear Axial Moment Moment Moment CombinedAllowable FX FZ FY IX MY Mz Stress Stress Elev Stress Loa I d Case (kips) (kips) (kips) (ft -kips) (ft -kips) Ip(ksi)(ft) Ratio Ice .No . Ice 0.00 1 3.92 0.03 4.81 584.27 37.43 40.0 33.75 0.936 Twist/Sway 4.2 0.00 13-94 0.01 2.15 259.76 16.89 40.0 33.75 0.422 540.23 35.84 40.0 33.75 0.896