Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP & MOST DOCUMENTS - 07-00288 - Teton Wireless - Cell Tower Addition
Z 0 0 m O N N A CL CL 7 y 0 S N 'O y fD y o. C 7 O pl Z n d o� E v m m O =asra o.d n x C 7 y y d C y, O N o m a o 5 Er d@ol m 0 CD :E � a o O n m 0 O m te a - " CL m C ch m X c z r v_ r v 2 m ^ ou 1 v_ Z Q CA -q m W S CL CC O y a v m O 0 CL Ll ,w• y OX W O a �. tC y. �.__ Q O C C .�► V S <D O 3 . to 0 O O Q G m O CL CL �. O l< H S N rt C! 0 fD S O C7 • Q CC a1 '► C C7 �D 3 O a 0 tG Z O Q. m (D .0 `< a o '6 n C CC CL S C x CD :' V. ca 0 3 G M .o (A CD Q m z m M p 0 z .I M N C2 2) S O O CD 0 O O C n n O 14 CD 0 CD CD g v m Ch N V z N CL m rA cA m v O M m C:) 04% C13N 0 + 3 ` ..v co �, fS � o �d D m 0 m o N Ni X a+ 0 3 3 s+� m ?+ a n T c V -I A m cn O woo ;a -n n� �3 z - c N m 'o o CD Z 0m0 W O N p 1 �• fD O C . rF - zmn -a -a m m ° �. (� 0 = y 0 Z N 0 z N M m 0 z Jun 21 07 02:57p 0 = OF REXBURG BUILDINC., PERLOT App=CAnoN 19 E MAIN, REXBURG, ]ED. 83W 208-359-3020 X326 p. 2 PIC-9 0700288 Teton Wireless Cell Tower Addition 117 N ?,I r PARCEL N T-K- W ,, N tp/, �1 �42 p ro=m,, u_ SUB13IMS11—A./N. YLWrT1#—BL0CKi* 7 oTt--- (AddZessing is b ased on the lion - must be to it L-"- ONTACT PHONE# PROPERTY 1 Iry 4.1 PHONE #: Home ( - Work - q 2 1 , 3 L cen OWNER MAaLN.G ADDRESS:— I `°t Cr ! EMAIL fl Y- S Jr APPLICANT afoffi (Appfi-.t if odes thstn owner., sk sb APPLICANT INFORmATION,. STATE; =j-Aj4CkZ[p A33a I PHONE #.- Hoine 6 applicWt to as V f;x OMMcr Unwt accowpafjyilis appbCadoxt) UIMCIMOK -- –CITY S :Mtl AX Work- �Cell ( MAUJNGADDRESS- RCL At= 4944 --- zip c. PHONE; Wwk# i0MAHO REGISTRATION # & EXP. DATE �Jc�, How many boUipp are located on this pm cny-. Did you ==dy purchase this propeWWo Yes (If yes give ownee5 n ame) IS this 2 10t split? NO YES (Please bring copy of ne�wlegal descsiption of property) PROPOSED USE. C P 11 - T — .% 426 llnu"% ^v Ao Cie, Single Family Rmide=e, Multi Family, Apanments, RewwK Cmr, C - Addido� Etc.) A"PI-ICAN'rSSIGNATURF- 7 Jcderpftdt)rofpequLylltfttbyctmfydatI have Bead dint ap�sdoa sad sate thu the iafoemsQaa lteasa is aa®oct sad S or the city Co rote forth* 45WOERE.U� Some rat W gad Comm 149= M coni*vAth an City zq*d= and Rate laws -1— W the scbi= — Of d1b appficiazon itud hemby audwgmd &-paMMM&W of ft City to caw upon *0 abWoowastdozed P=P" [at iaspwtiow P&POSM NQT.P- Tbr. bang ��Aw ATOW a Vamh ou ZPPWVW issued cadet the popw4iups of Cbe 2M3 Inecoadong c4de Ja cam of any fibc 5MM=1 or Mi=P=MMdQP of fact On dz& pftmit at appooval was based Pam 2k veld if smrMd vitliin IM days P 10 in t6 eiw4 vo%4 if stop &r $1 days SSMUM Do you pimfer to be coam=ed by e 47�cim- Circle one WARNING — B22= PEP-*j3T4WUSr SE FOSTW ON CONSTRUCTION %rM Plan fees are ann-refundable aLud me paid in fidt at the time of g?pUg-.mon beginning &qm= C of ekbures Accep=oe of the plan rev ew fee dm sm coesdutte plan approval "Building Pcmdc Pets are due 2z dn= oiapplicadomf** "BuMag •ftmw we void if your check does not clear** 2 LOO Id ML KS 9H 'IN XVJ 03 BE Hal AV M:60 1H LOH-9I -NnP Jun 21 07 02:58p 0 Please complete the entire Application! 1VA141E 1<f the question does not apply fill is NA foc non applicable 1�3 � PROPERTY ADDRESS Rl t�- Pemair# SUBDIVISION __ Nj ft Dulling Units: Parcel Acres: 4..1 Or- SETBACKS FRONT —L " SIDE 0 1%— SIDE N i4 BACK N Of- p.3 YourBuildirn gl "orrle (n=distimat4 $ L�� / (e A Rit►I �Cv SURAAC.0 SQUARU.FOOTAGE (Shall. mdudc the eatctior wall measurements of the buildwe First Floor Area M lllt" Unfinzsbed Baseuxent areal Second floor /loft area h(A- Finished basement area_Nd1- 113ird floor/10& area G. .sxea__ Shed or Bam N PC Carport/Deck (W' above amdelArea si Ar Water Meter Quantity: _ N & Wit" Meter Size- PLUMBIXG Plumbing Contractor's Name: t�_1� - Business Namc: N !4 Address 1JIi� City s tate N Contact Phone: 3u3 ess Phone: INr Esuail F ag �) �' F COUNT /m dudiP,nvu�Uc�d �i -tru�a) 1 P r Clod= Washing Machine Wt Dishwasher f0k _ Floor Drain N A Garbage Disposal W�� Hot Tub /Spa N Sinks 9- Tvatories, kitchens, bar, MOP) Id I N- Sprinklers V& Tub /Showers _V , Toilet/urinal I* Water Heater _IV ft - Water Softener Plumbing Estimate $ k (Commercial Only) Regvued! Sigoatrbre oFLica�sed Coutrsct�r The GO of R9 License number sabarek is the rage xbr stge Date 4 E00 A . ML 8L5 8H 'IN XVJ 03 Oki )1111 Yid E5 :60 1�1 LON- 9[-W 0 21 07 02:57p • From: Donna Nims Fax number: 208 - 498 -2350 www.tetonwirciess.com • p.1 To: City of Rexburg Building - Janell H. Fax number: 208 - 359 -3024 i Date: 6 -20 -07 i Regarding: Building permit Phone number for follow -up: 208- 524 -8476 Comments: Hi Janell, Here is our paper work for the next stage of the work at the building and the cell tower by Clair and Dee's. If you can please refer to the Affadavit of Legal Interest filed with our prior permit. Please let me know if you need anything Ma Thank you, Donna f 1665 N Woodruff Avenue Idaho Falls ID 83401 208 -529 -0184 Jun 21 07 02:58p L J • Building Safety Departm ,� De . 4 �of ' =y J 19 FMain icrtenh ext ®r wg org fhons- 20&a59-VW x326 Re bw% JD 83"Q vrww rexbvrgcarg FcDc 208.359 -W2d Carr QF nURG ca+ Al rah' ca,, comity OWNER'S NAME PROPERTY ADDRESS pest# SUBDIVISION PHASE. LOT BXAC -)?egtzix -eWN E. ECT1"CAL Electrical Contractarrs M,= I &A 1..e F _ . B usiness Nwnc A �I Addres s.Mf5 a hi ort i h 2Srxt Cell Phone (� (;} ??�,' �� i�l" Business Phone i Pax ( ) F:rr�a7 Eleettieal Estimate (c o f ian & bj.Nw) $ (CO MMLL /MULTI- FAMLY ONL') 7TPES OPINSTALL47701V (Nesv.7tesidesrsessl rnrclvdes evagId w mwaxmed witLm die iii sidannul suucnwe =dmwckedS2rzgvMr the same tune) Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Existing Residential (# of Branch Circuits) Temporary Construction Service, 200='3p or less, one loearion (for a period not to etceed 1 year) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and/or Cooling (when not part of a new residential oaas*ucd= pet= and no additional wiano Modular, Manufactured or MobRe Howie Other Instillations: Wiring not sped6mny covered by any of the abome Cost of Wiiring & Llbw.. $ Pumps (Domestic Water, Iaigation, Scnage) Requested Inspections (of existing wising) Temporary Amnatment/Indusrrp * Indvdes a m3mdm im of 3 inspections. Addido inspections cbacged at requested inspection me of #440 par ho=. Sigpar=e of Licensed Contractor Tk sdnfik is f& same ar Date the State M p.4 500 d Z39L KS OR 'ON XVJ 03 alKI wr E9:60 1�1 COR 9t -N1P I 136 SOUAI STALE S71EET . 9EIIEC ONq aT274 '� �v�l - i - i _ w�r��ai [mi " •mow^ - ' 0 9 ! � � ! _ § a ;■ § ; §q ) � . � ■ � ! & ! ■ | � � , �. . � ~ ~� ■ -� j § | | ! | § \§ ■ | ■ |� . � . ` ■. �2m, "OU Br AM ;! STRUCTURAL gG�£m - - - - - � - ' �;.` � Jun 21 07 02:58p Please complete the entire Applicatlow If the question does xxot Apply fin in NA, fox non NAME Pr PROPERTV ADDRESS M f� Pe Snit## SUBDIVISION N Pr- p.5 MHGHANXCAL Mechanical Contractor's Name _ _ _ _ Iar Business Namc A s tV k- City U f _ Kl Zi Contact Phone: ( ) lvf Business Shone: ( ) 1up' Email ill fv - Fag N IN Mechamcal Estimate $ W I% (Commercial /1 ,1H Fa=ils Qt r) 1 l 1 VRES &APPI,,,f"CES COV NT -Al,jh Furnace h10 Fu=ce /Ant: Conditioner Combo %l or fieat Pump I_L Air Conditioner 1U0 Evaporative Cooler MY A-_ Unk Heater - . -.YVA- . Space Heater -10-r U Ar Decorative gas -fired appliance -- w*- Inc incraror System h,& Boiler - _IUA - Bath Fan Vents _ JVA other simt7srr vents & ducts_ ►}�_ Pool Heater �W r Fud Gas Pipe Owlets including stubbed in or: future outlets W _ Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) G-m Oil Coal Fircplace Electric Hydronic Mechanical Sig Calcularions musf be submitted with Plans & APPlicatian P oint of Delivery must be shown on Plans. Requiteffl s gmmtm of iaeeased Conuacror Tk a /e u ge s. ar Date * Stdk T ic"'m se asamber (Smg;6.M.p D-eMW Only) _..A Eabaust or Vent Ducts W A: Dryer Vents WEE linage Hood Vents OL+- Cook Stove Vents M 'd 2991 919 90Z ON XVA w18cm] 0 E5 :60 ]�J 000Z- 9[ -Nqr Jun 21 07 03:00p 0 P.8 SUBCONTRACTOR LIST Excavation & Earrhwgxk Concrete- mzs Roo Insulation: D 'Paintiztp Flom cQvcxings-- Pl umbing: Hea ting Special cobstluction (Manufacttirer or Supplier) Roof Trusses. Siffiig/F� Or Trim: 8 800 Id ML 8LS He 'Iq XVJ w al Rol NV VS:60 ]�J LGO?-9[-NO r 0 v� o� , - TETON `r (n= STRUCTURAL ENGINEERS j A POU"0N1NAL CORPfI6Ai[ON 136 SO81N SU/C SMM7 . p(JEY, OA110 $7274 �! MOW (208 }357 -2420. FAX (208)-357 -241.9 AAI19� • 07 00288 Teton Wireless Cell Tower Addition 117 N 2nd E R M 9LHIC 6 K RIWBfM1 6 EM14/14CMAl BBBXX �61tl1 40i09.r79 ox IiEXBtlRO TOWER h uau�lmArr mm Wham WM40NCON FII>P1u 1pBY IQ' ®�!u/I I1[ fY10.6 1Em1�14 WNI I I I I II ml � = m �' l Jun 21 07 02 :5ep p.G � # � ! � ; ■ ) 2 � \ � � ; ! ■ | , :$ ■ | . � � | � r � . \2 ■ n | ■ |� . , q | | � 2n, || �� ENGINEERS _ �. \�/ . ,s ■ .ter�zr� ` AN t3W Jun 21 07 02 :58p � . p.7 $) | \ -■ 2 « | | § | § � | ■ � | | � | , ---------------- [ . � z | � � K | � t � ■ 4 p] ~ ? - � I ■ R § � ■ ` t �2mN ■| STRUCTURAL ENGINEERS _ - - `� ®- �� ° _ SMIE 1 �r REMMMAM � _._ _� 1079 N. 204`" Avenue Elkhorn, NE 68022 Ph: 402 - 289 -1888 Fax: 402-289-1861 80 ft Hemphill Monopole Structural Analysis Prepared for: KGI 6200 Bridge Point Parkway Building IV, Suite 520 Austin, TX 78730 Site: 24260 - ID06 Madison Digital Bridge Rexburg, ID June 5, 2007 • 6 Ms. Michelle Giannascoli KG I 6200 Bridge Point Parkway Building IV, Suite 520 Austin, TX 78730 Re; Site Number 24260 — ID06 Madison. Rexburg. ID. Dear Ms. Giannascoli: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the TIA/EIA -222 Rev F standard and local building codes for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 80 ft Hemphill Monopole. Refer to Hemphill job #7490 dated November 8, 2000 and the HighTower Solutions mapping dated March 28, 2007 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non - linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with TIA/EIA -222 Rev F and local building codes for a basic wind speed of 75 mph and 1/2" radial ice with reduced wind speed (fastest mile). This wind speed is equivalent to a 90 mph 3- second gust per the IBC 2003. This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to the structure, accessories and antennas. • Page 2 • 0 Structure loading: The following loads were used in the tower analysis: Elev (ft) I Qty Antennas Mounts Coax Carrier 78.5 6 LPDA019 Low Profile Platform ( 6)7/8 Alltel 9 RWA -8009 (9)7/8 50.0 6 BSA - 185065 -12 Low Profile Platform 6 15/8 6 RWA -80017 (6) 1 5/8 Proposed Loads: Elev (ft) I Qby Antennas Mounts Coax Carrier 70.0 8 BreezeMAX A -OD Sabre 10 ft LP Platform (8) 0.405 Digital Bridge 4 723216 1 VHLP1 -23 All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 93.6 %. Foundation: Pole Reactions Original Design Reactions Current Analysis Reactions % Of Design Moment (ft-kips) 600.00 584.27 97.4 Shear (kips) 10.10 9.56 94.7 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the TIA/EIA -222 Rev F standards for a basic wind speed of 75 mph and 1/2" radial ice with reduced wind speed. This wind speed is equivalent to a 90 mph 3- second gust. • Page 3 0 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhom, NE 68022 Phone: 402- 289 -1888 Fax: 402 - 289 -1861 Copyright Semaan Engineering Solutions, Inc 46' -3" 3/8" Thick (50 KSI) 80' -0" 33' -9" 3/8" Thick (50 KSI) Job Information Pole: 24260 Code: TIA/EIA -222 Rev F Description : Client: KGI Location : ID06 Madison, Rexburg, ID Shape: Round Base Elev (ft): 0.00 Height: 80.00 (ft) Taper: 0.000000(in /ft) Load Cases No Ice 75.00 mph Wind with No Ice Ice 64.95 mph Wind with Ice Twist/Swav 50.00 mph Wind with No Ice Reactions Sections Properties Attach Force Exposed Diameter (in) Elev (ft) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in /ft) (ksi) 1 33.750 30.00 30.00 0.375 0.000 0.000000 50 2 46.250 18.00 18.00 0.375 Butt Joint 0.000 0.000000 50 Load Cases No Ice 75.00 mph Wind with No Ice Ice 64.95 mph Wind with Ice Twist/Swav 50.00 mph Wind with No Ice Reactions Discrete Appurtenance Attach Force Exposed From Elev (ft) Elev (ft) Qty Description 78.500 78.500 6 LPD -4019 78.500 78.500 9 RWA -8009 78.500 78.500 1 Low Profile Platform 70.000 70.000 1 Sabre 10 ft LP Platform 70.000 70.000 8 BreezeMAX AU -ODU 70.000 70.000 4 723216 70.000 70.000 1 VHLP1 -23 50.000 50.000 1 Low Profile Platform 50.000 50.000 6 BSA - 185065 -12 Load Cases No Ice 75.00 mph Wind with No Ice Ice 64.95 mph Wind with Ice Twist/Swav 50.00 mph Wind with No Ice Reactions Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 50.000 16/8" Coax No 0.000 50.000 15/8" Coax No 0.000 70.000 0.405 No 0.000 78.500 7/8 Coax No 0.000 78.500 7/8 Coax No Load Cases No Ice 75.00 mph Wind with No Ice Ice 64.95 mph Wind with Ice Twist/Swav 50.00 mph Wind with No Ice Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) Twist/Sway 70.00 9.073 1.226 Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) No Ice 584.27 9.56 13.92 Ice 540.23 8.50 18.06 Twist/Sway 259.76 4.25 13.94 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) Twist/Sway 70.00 9.073 1.226 9 0 Load Case: Twist/Swav Max Stress 42.2 % at 33.8ft 7s. 75. 70. 65. 60. 55.' 50. X45. c 0 A 0. d w 33. 30. 25. 20. 15. 10. stresses IKSII 0 0 Pole : 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 615/2007 1:26:16 PM Height: 80.00 (ft) Page: 1 Shape: Round Base Dia : 30.00 (in) Top Dia: 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Shaft Section Properties Discrete Appurtenance Properties Attach Elev Slip No Ice Bottom Ice Top Distance Vert Sect Lenath Thick Fv Joint Joint Weiaht Dia Elev Area Ix Wit D/t Dia Elev Area Ix Wit D/t Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (spin) (in "4) Ratio Ratio (in /ft) 1 33.750 0.3750 50 0.00 4,008 30.00 0.000 34.90 3831.8 0.00 80.00 30.00 33.75 34.90 3831.8 0.00 80.00 0.00000 2 46.250 0.3750 50 Butt Joint 0.00 3,268 18.00 33.75 20.76 806.9 0.00 48.00 18.00 80.00 20.76 806.9 0.00 48.00 0.00000 1.00 2100.00 Shaft Weight 7,276 0.000 0.000 70.00 Sabre 10 ft LP Platform 1 1300.00 19.400 1.00 Discrete Appurtenance Properties Attach Elev No Ice Ice Ice From Distance Vert FIPv CaAa Weiqht Weight CaAa CaAa Weiqht CaAa CaAa From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 78.50 LPD -4019 6 68.00 14.000 0.82 188.50 20.660 0.82 1.500 0.000 78.50 RWA -8009 9 8.00 2.000 0.67 24.00 2.310 0.67 0.000 0.000 78.50 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.000 70.00 Sabre 10 ft LP Platform 1 1300.00 19.400 1.00 1765.00 25.000 1.00 0.000 0.000 70.00 BreezeMAX AIJ-0131.1 8 18.96 1.036 1.00 27.57 1.252 1.00 0.000 0.000 70.00 723216 4 11.00 2.561 1.00 26.46 3.018 1.00 0.000 0.000 70.00 VHLP1 -23 1 7.88 2.940 1.00 32.63 3.190 1.00 0.000 0.000 50.00 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.000 50.00 BSA - 185065 -12 6 10.60 4.780 0.66 33.00 5.450 0.66 0.000 0.000 50.00 RWA -80017 6 31.00 10.912 0.77 91.00 11.838 0.77 0.000 0.000 Totals 43 5433.16 8415.03 Number of Loadings: 10 Linear Appurtenance Properties Elev Elev - No Ice Ice From To Weight CaAa Weiqht CaAa Exposed (ft) (ft) Description (lb /ft) (sf /ft) (lb /ft) (sf /ft) To Wind 0.00 78.50 (6) 718 Coax 3.00 0.00 3.00 0.00 N 0.00 78.50 (9) 718 Coax 4.50 0.00 4.50 0.00 N 0.00 70.00 (8) 0.405 0.64 0.00 0.64 0.00 N 0.00 50.00 (6115/8" Coax 6.00 0.00 6.00 0.00 N 0.00 50.00 (6)1 5/8" Coax 6.00 0.00 6.00 0.00 N Total Weight 1,233.65 (lb) 1,233.55(lb) 0 • Pole : 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:16 PM Height: 80.00 (ft) Page: 2 Shape: Round Base Dia : 30.00 (in) Top Dia: 18.00 (in) X Taper: 0.000000 (in /ft) Base El ev : 0.000 (ft) Segment Properties (Max Len : 5ft) Sea Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Fa Weight (ft) Description (in) (in) (in ^2) (in ^4) Ratio Ratio (ksi) (ksi) (ksi) (lb) 0.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 0.0 5.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 10.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 15.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 20.00 0.3750 30.000 34.901 3.831.8 0.00 80.00 50 40 0 593.8 25.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 30.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 593.8 33.75 Top - Section 1 0.3750 30.000 34.901 3,831.8 0.00 80.00 50 40 0 445.4 33.75 Bot - Section 2 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 35.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 88.3 40.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 45.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 50.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 55.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 60.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 65.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 70.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 75.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 353.3 78.50 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 247.3 80.00 0.3750 18.000 20.764 806.9 0.00 48.00 50 40 0 106.0 7,276.0 0 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:16 PM Height: 80.00 (ft) Page: 3 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Seament Forces Seg Top Ice Wind Dead Tot Dead Elev gz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (SO (SO (lb) (lb) (lb) 0.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 10.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 15.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 20.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 25.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 30.00 0.00 1.0014.400 24.33 187.50 0.590 0.00 5.00 12.500 7.37 179.5 0.0 593.8 33.75 Top - Section 1 0.00 1.0014.493 24.49 188.10 0.590 0.00 3.75 9.375 5.53 135.5 0.0 445.4 35.00 0.00 1.01 14.644 24.74 113.45 0.590 0.00 1.25 1.875 1.11 27.4 0.0 88.3 40.00 0.00 1.05 15.214 25.71 115.63 0.590 0.00 5.00 7.500 4.42 113.8 0.0 353.3 45.00 0.00 1.0915.734 26.59 117.59 0.590 0.00 5.00 7.500 4.42 117.7 0.0 353.3 50.00 ADwrtunance(s) 0.00 1.1216.215 27.40 119.38 0.590 0.00 5.00 7.500 4.42 121.3 0.0 353.3 55.00 0.00 1.1516.663 28.16121.010.590 0.00 5.00 7.500 4.42 124.6 0.0 353.3 60.00 0.00 1.18 17.082 28.86 122.53 0.590 0.00 5.00 7.500 4.42 127.7 0.0 353.3 65.00 0.00 1.21 17.477 29.53 123.93 0.590 0.00 5.00 7.500 4.42 130.7 0.0 353.3 70.00 AnnPrtunancP /s1 0.00 1.24 17.851 30.16 125.25 0.590 0.00 5.00 7.500 4.42 133.5 0.0 353.3 75.00 0.00 1.2618.207 30.76 126.49 0.590 0.00 5.00 7.500 4.42 136.2 0.0 353.3 78.50 Appertunance(s) 0.00 1.2818.446 31.17 127.32 0.590 0.00 3.50 5.250 3.10 96.6 0.0 247.3 80.00 0.00 1.2818.546 31.34 127.67 0.590 0.00 1.50 2.250 1.33 41.6 0.0 106.0 Totals: 80.00 2,383.3 0.0 7,276.0 9 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 4 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (inift) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Seament Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAa Ecc Ecc FX Y z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) ( 50.00 Low Profile Platform 1 16.215 27.404 1.00 25.55 0.000 0.000 700.16 0.00 0.00 1.600.00 50.00 BSA - 185065 -12 6 16.215 27.404 0.66 18.93 0.000 0.000 518.72 0.00 0.00 63.60 50.00 RWA -80017 6 16.215 27.404 0.77 50.41 0.000 0.000 1,381.51 0.00 0.00 186.00 70.00 Sabre 10 ft LP Platf 1 17.851 30.169 1.00 19.40 0.000 0.000 585.27 0.00 0.00 1.300.00 70.00 BreezeMAX AU -ODU 8 17.851 30.169 1.00 8.29 0.000 0.000 250.04 0.00 0.00 151.68 70.00 723216 4 17.851 30.169 1.00 10.24 0.000 0.000 309.05 0.00 0.00 44.00 70.00 VHLP1 -23 1 17.851 30.169 1.00 2.94 0.000 0.000 88.70 0.00 0.00 7.88 78.50 LPD -4019 6 18.446 31.173 0.82 68.88 2.250 0.000 2.147.20 4.831.2 0.00 408.00 78.50 RWA -8009 9 18.446 31.173 0.67 12.06 0.000 0.000 375.95 0.00 0.00 72.00 78.50 Low Profile Platform 1 18.446 31.173 1.00 25.55 0.000 0.000 796.47 0.00 0.00 1.600.00 7,153.07 5,433.16 0 . Pole : 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/2007 1:26:17 PM Height: 80.00 (ft) Page: 5 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 179.48 694.50 0.00 0.00 10.00 179.48 694.50 0.00 0.00 15.00 179.48 694.50 0.00 0.00 20.00 179.48 694.50 0.00 0.00 25.00 179.48 694.50 0.00 0.00 30.00 179.48 694.50 0.00 0.00 33.75 135.48 520.88 0.00 0.00 35.00 27.38 113.49 0.00 0.00 40.00 113.77 453.98 0.00 0.00 45.00 117.67 453.98 0.00 0.00 50.00 2,721.65 2,303.58 0.00 0.00 55.00 124.61 393.98 0.00 0.00 60.00 127.75 393.98 0.00 0.00 65.00 130.70 393.98 0.00 0.00 70.00 1.366.56 1.897.54 0.00 0.00 75.00 136.15 390.78 0.00 0.00 78.50 3,416.18 2,353.54 4,831.20 0.00 80.00 41.61 105.98 0.00 0.00 Totals: 9,536.36 13,942.69 4,831.20 0.00 0 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 602007 1:26:17 PM Height: 80.00 (ft) Page: 6 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (inift) B ase El : 0. 000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 -9.562 - 13.925 0.000 -0.031 -4.808 - 584.273 0.000 0.000 0.000 0.000 5.00 -9.427 - 13.198 0.000 -0.031 -4.809 - 536.462 -0.112 0.000 0.112 -0.208 10.00 -9.284 - 12.475 0.001 -0.033 -4.809 - 489.325 -0.432 0.000 0.432 -0.398 15.00 -9.132 - 11.756 0.001 -0.035 -4.809 - 442.906 -0.942 0.000 0.942 -0.571 20.00 -8.973 - 11.041 0.001 -0.039 -4.810 - 397.245 -1.625 0.000 1.625 -0.727 25.00 -8.808 - 10.329 0.001 -0.045 -4.810 - 352.379 -2.462 0.001 2.462 -0.867 30.00 -8.634 -9.622 0.002 -0.050 -4.811 - 308.340 -3.436 0.001 3.436 -0.989 33.75 -8.498 -9.096 0.002 -0.054 -4.811 - 275.963 -4.246 0.001 4.246 -1.071 35.00 -8.505 -8.948 0.002 -0.074 -4.814 - 265.341 -4.530 0.002 4.530 -1.096 40.00 -8.439 -8.439 0.003 -0.082 -4.817 - 222.817 -5.911 0.003 5.911 -1.526 45.00 -8.352 -7.942 0.004 -0.095 -4.819 - 180.624 -7.703 0.005 7.703 -1.882 50.00 -5.575 -5.713 0.003 -0.115 -4.821 - 138.866 -9.829 0.009 9.829 -2.163 55.00 -5.453 -5.305 0.004 -0.131 -4.823 - 110.990 - 12.214 0.014 12.214 -2.383 60.00 -5.321 -4.904 0.005 -0.150 -4.824 - 83.725 - 14.804 0.020 14.804 -2.555 65.00 -5.180 -d_507 0.005 - 0.173 -4.825 - 57.120 - 17.5d9 0.027 17.549 -2.679 70.00 -3.728 -2.673 0.004 -0.199 -4.825 - 31.218 - 20.400 0.036 20.400 -2.757 75.00 -3.574 -2.288 0.005 -0.220 -4.825 - 12.578 - 23.309 0.046 23.310 -2.796 78.50 -0.047 -0.104 0.000 0.000 0.000 -0.070 - 25.362 0.054 25.362 -2.804 80.00 -0.042 0.000 0.000 0.000 0.000 0.000 - 26.243 0.056 26.243 -2.804 9 0 Pole: 24260 Code: TIAIEIA -222 Rev F Copyright Semen Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 7 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 75.00 mph Wind with No Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (Fa) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ra 0.00 0.40 0.55 0.00 0.11 0.00 27.45 27.87 40.0 0.0 0.697 5.00 0.38 0.54 0.00 0.11 0.00 25.20 25.60 40.0 0.0 0.640 10.00 0.36 0.53 0.00 0.11 0.00 22.99 23.37 40.0 0.0 0.584 15.00 0.34 0.52 0.00 0.11 0.00 20.81 21.17 40.0 0.0 0.529 20.00 0.32 0.51 0.00 0.11 0.00 18.66 19.01 40.0 0.0 0.475 25.00 0.30 0.51 0.00 0.11 0.00 16.55 16.88 40.0 0.0 0.422 30.00 0.28 0.50 0.00 0.11 0.00 14.48 14.80 40.0 0.0 0.370 33.75 0.26 0.49 0.00 0.11 0.00 12.96 13.26 40.0 0.0 0.332 33.75 0.44 0.82 0.00 0.32 0.01 36.94 37.43 40.0 0.0 0.936 35.00 0.43 0.82 0.00 0.32 0.01 35.52 36.00 40.0 0.0 0.900 40.00 0.41 0.81 0.00 0.32 0.01 29.82 30.29 40.0 0.0 0.757 45.00 0.38 0.80 0.00 0.32 0.01 24.18 24.64 40.0 0.0 0.616 50.00 0.28 0.54 0.00 0.32 0.02 18.59 18.92 40.0 0.0 0.473 55.00 0.26 0.53 0.00 0.32 0.02 14.86 15.18 40.0 0.0 0.380 60.00 0.24 0.51 0.00 0.32 0.02 11.21 11.53 40.0 0.0 0.288 65.00 0.22 0.50 0.00 0.32 0.02 7.65 7.99 40.0 0.0 0.200 70.00 0.13 0.36 0.00 0.32 0.03 4.18 4.47 40.0 0.0 0.112 75.00 0.11 0.34 0.00 0.32 0.03 1.68 2.13 40.0 0.0 0.053 78.50 0.00 0.00 0.00 0.00 0.00 0.01 0.02 40.0 0.0 0.000 80.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 40.0 0.0 0.000 • 0 Pole: 24260 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 8 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Seament Forces Seg Top Ice Wind Dead Tot Dead Elev Qz cizGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 10.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 15.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 20.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 25.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 30.00 0.00 1.0010.799 18.25 162.37 0.590 0.50 5.00 12.917 7.62 139.1 93.1 686.9 33.75 Top - Section 1 0.00 1.0010.869 18.36 162.89 0.590 0.50 3.75 9.688 5.72 105.0 69.8 515.2 35.00 0.00 1.01 10.982 18.56 98.247 0.590 0.50 1.25 1.979 1.17 21.7 14.1 102.4 40.00 0.00 1.05 11.410 19.28 100.14 0.590 0.50 5.00 7.917 4.67 90.1 56.5 409.8 45.00 0.00 1.0911.800 19.94 101.83 0.590 0.50 5.00 7.917 4.67 93.1 56.5 409.8 50.00 Appertunance(s) 0.00 1.1212.161 20.55 103.38 0.590 0.50 5.00 7.917 4.67 96.0 56.5 409.8 55.00 0.00 1.1512.496 21.11 104.80 0.590 0.50 5.00 7.917 4.67 98.6 56.5 409.8 60.00 0.00 1.1812.811 21.65106.110.590 0.50 5.00 7.917 4.67 101.1 56.5 409.8 65.00 0.00 1.21 13.107 22.15 107.33 0.590 0.50 5.00 7.917 4.67 103.5 56.5 409.8 70.00 Annertunanca 1s1 0.00 1.24 13.3RR 22.62 10R_A7 0.590 0.50 5.00 7.917 4.67 105.7 56.5 409.9 75.00 0.00 1.2613.654 23.07 109.54 0.590 0.50 5.00 7.917 4.67 107.8 56.5 409.8 78.50 Appertunance(s) 0.00 1.2813.833 23.37 110.26 0.590 0.50 3.50 5.542 3.27 76.4 39.5 286.8 80.00 0.00 1.2813.908 23.50 110.56 0.590 0.50 1.50 2.375 1.40 32.9 16.9 122.9 Totals: 80.00 1,866.5 1,150.9 8,426.9 • 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 9 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAa Ecc Ecc FX Y z Load (ft) Description Q ty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) ( lb) 50.00 Low Profile Platform 1 12.161 20.552 1.00 27.32 0.000 0.000 561.47 0.00 0.00 2.100.00 50.00 BSA - 185065 -12 6 12.161 20.552 0.66 21.58 0.000 0.000 443.54 0.00 0.00 198.00 50.00 RWA -80017 6 12.161 20.552 0.77 54.69 0.000 0.000 1,123.98 0.00 0.00 546.00 70.00 Sabre 10 ft LP Platf 1 13.388 22.625 1.00 25.00 0.000 0.000 565.63 0.00 0.00 1,765.00 70.00 BreezeMAX AU -ODU 8 13.388 22.625 1.00 10.02 0.000 0.000 226.62 0.00 0.00 220.56 70.00 723216 4 13.388 22.625 1.00 12.07 0.000 0.000 273.13 0.00 0.00 105.84 70.00 VHLP1 -23 1 13.388 22.625 1.00 3.19 0.000 0.000 72.17 0.00 0.00 32.63 78.50 LPD -4019 6 13.833 23.378 0.82 101.65 2.250 0.000 2.376.35 5.346.7 0.00 1.131.00 78.50 RWA -8009 9 13.833 23.378 0.67 13.93 0.000 0.000 325.65 0.00 0.00 216.00 78.50 Low Profile Platform 1 13.833 23.378 1.00 27.32 0.000 0.000 638.70 0.00 0.00 2,100.00 6,607.23 8,415.03 0 • Pole: 24260 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/512007 1:26:17 PM Height: 80.00 (ft) Page: 10 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (In /ft) Ba se Elev : 0.000 (ft) Load Case: ice 64.95 mph Wind with Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 139.09 787.61 0.00 0.00 10.00 139.09 787.61 0.00 0.00 15.00 139.09 787.61 0.00 0.00 20.00 139.09 787.61 0.00 0.00 25.00 139.09 787.61 0.00 0.00 30.00 139.09 787.61 0.00 0.00 33.75 104.99 590.71 0.00 0.00 35.00 21.67 127.61 0.00 0.00 40.00 90.06 510.45 0.00 0.00 45.00 93.15 510.45 0.00 0.00 50.00 2.224.98 3,354.45 0.00 0.00 55.00 98.64 450.45 0.00 0.00 60.00 101.13 450.45 0.00 0.00 65.00 103.46 450.45 0.00 0.00 70.00 1.243.23 2.574.48 0.00 0.00 75.00 107.78 447.25 0.00 0.00 78.50 3.417.13 3,760.08 5,346.79 0.00 80.00 32.94 122.93 0.00 0.00 Totals: 8,473.69 18,075.46 5,346.79 0.00 • 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/512007 1:26:17 PM Height: 80.00 (ft) Page: 11 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (inift) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Elev (ft) Lateral FX ( -) (kips) Axial FY ( -) (kips) Lateral FZ (kips) Moment MX (ft-kips) Torsion MY (ft -kips) Moment MZ (ft -kips) X Deflect (in) Z Deflect (in) Total Deflect (in) Rotation (deg) 0.00 -8.505 - 18.061 0.000 -0.043 -5.324 - 540.233 0.000 0.000 0.000 0.000 5.00 -8.420 - 17.246 0.000 -0.043 -5.324 - 497.710 -0.103 0.000 0.103 -0.193 10.00 -8.326 - 16.435 0.001 -0.045 - 5.324 - 455.610 -0.400 0.000 0.400 -0.370 15.00 -8.222 - 15.626 0.001 -0.047 -5.324 - 413.983 -0.874 0.000 0.874 -0.531 20.00 -8.111 - 14.821 0.001 -0.051 -5.325 - 372.873 -1.509 0.000 1.509 -0.677 25.00 -7.992 - 14.018 0.001 -0.057 -5.325 - 332.320 -2.289 0.001 2.289 -0.808 30.00 -7.863 - 13.219 0.002 -0.062 -5.326 - 292.363 -3.198 0.001 3.198 -0.924 33.75 -7.759 - 12.624 0.002 -0.065 -5.326 - 262.878 -3.955 0.002 3.955 -1.001 35.00 -7.784 - 12.466 0.002 -0.086 -5.329 - 253.180 -4.220 0.002 4.220 -1.025 40.00 -7.761 - 11.907 0.003 -0.094 -5.332 - 214.262 -5.517 0.003 5.517 -1.437 45.00 -7.715 - 11.358 0.004 -0.107 -5.334 - 175.456 -7.209 0.006 7.209 -1.781 50.00 -5.413 -8.057 0.003 -0.125 -5.336 - 136.880 -9.225 0.010 9.225 -2.056 55.00 -5.323 -7.593 0.004 -0.142 -5.338 - 109.814 - 11.497 0.015 11.497 -2.274 60.00 -5.222 -7.133 0.005 -0.162 -5.339 - 83.198 - 13.971 0.021 13.971 -2.444 65.00 -5.111 -6.679 0.005 -0.185 -5.3d0 - 57.088 - 16.599 0.029 16.599 -2.567 70.00 -3.756 -4.160 0.005 -0.211 -5.341 - 31.535 - 19.333 0.038 19.333 -2.645 75.00 -3.629 -3.717 0.005 -0.234 -5.341 - 12.757 - 22.126 0.049 22.126 -2.685 78.50 -0.039 -0.121 0.000 0.000 0.000 -0.058 - 24.097 0.057 24.098 -2.692 80.00 -0.033 0.000 0.000 0.000 0.000 0.000 - 24.943 0.060 24.943 -2.692 • Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 12 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 64.95 mph Wind with Ice 22 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg I Applied Stresses Allowable Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (Fa) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.52 0.49 0.00 0.13 0.00 25.38 25.92 40.0 0.0 0.648 5.00 0.49 0.48 0.00 0.13 0.00 23.38 23.90 40.0 0.0 0.598 10.00 0.47 0.48 0.00 0.13 0.00 21.40 21.90 40.0 0.0 0.548 15.00 0.45 0.47 0.00 0.13 0.00 19.45 19.92 40.0 0.0 0.498 20.00 0.42 0.47 0.00 0.13 0.00 17.52 17.97 40.0 0.0 0.449 25.00 0.40 0.46 0.00 0.13 0.00 15.61 16.04 40.0 0.0 0.401 30.00 0.38 0.45 0.00 0.13 0.00 13.73 14.15 40.0 0.0 0.354 33.75 0.36 0.44 0.00 0.13 0.00 12.35 12.75 40.0 0.0 0.319 33.75 0.61 0.75 0.00 0.36 0.01 35.19 35.84 40.0 0.0 0.896 35.00 0.60 0.75 0.00 0.36 0.01 33.89 34.54 40.0 0.0 0.864 40.00 0.57 0.75 0.00 0.36 0.01 28.68 29.31 40.0 0.0 0.733 45.00 0.55 0.74 0.00 0.36 0.01 23.48 24.11 40.0 0.0 0.603 50.00 0.39 0.52 0.00 0.36 0.02 18.32 18.77 40.0 0.0 0.469 55.00 0.37 0.51 0.00 0.36 0.02 14.70 15.14 40.0 0.0 0.379 60.00 0.34 0.50 0.00 0.36 0.02 11.14 11.58 40.0 0.0 0.289 65.00 0.32 0.49 0.00 0.36 0.02 7.64 8.10 40.0 0.0 0.202 70.00 0.20 0.36 0.00 0.36 0.03 4.22 4.59 40.0 0.0 0.115 75.00 0.18 0.35 0.00 0.36 0.03 1.71 2.25 40.0 0.0 0.056 78.50 0.01 0.00 0.00 0.00 0.00 0.01 0.02 40.0 0.0 0.000 80.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 40.0 0.0 0.000 0 Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semen Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 13 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Seament Forces Seg Top Ice Wind Dead Tot Dead Elev az azGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 10.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 15.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 20.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 25.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 30.00 0.00 1.00 6.400 10.81 125.00 0.590 0.00 5.00 12.500 7.37 79.8 0.0 593.8 33.75 Top - Section 1 0.00 1.00 6.441 10.88 125.40 0.590 0.00 3.75 9.375 5.53 60.2 0.0 445.4 35.00 0.00 1.01 6.509 10.99 75.633 0.590 0.00 1.25 1.875 1.11 12.2 0.0 88.3 40.00 0.00 1.05 6.762 11.42 77.090 0.590 0.00 5.00 7.500 4.42 50.6 0.0 353.3 45.00 0.00 1.09 6.993 11.81 78.398 0.590 0.00 5.00 7.500 4.42 52.3 0.0 353.3 50.00 Appertunance(s) 0.00 1.12 7.207 12.17 79.587 0.590 0.00 5.00 7.500 4.42 53.9 0.0 353.3 55.00 0.00 1.15 7.406 12.51 80.678 0.590 0.00 5.00 7.500 4.42 55.4 0.0 353.3 60.00 0.00 1.18 7.592 12.83 81.687 0.590 0.00 5.00 7.500 4.42 56.8 0.0 353.3 65.00 0.00 1.21 7.768 13.12 82.626 0.590 0.00 5.00 7.500 4.42 58.1 0.0 353.3 7n-nn Annprtunanee/sl n_nn 1.24 7.934 13.40 83.506 n_59n n_nn 5_nn 7.500 4.42 59.3 n_n 353.3 75.00 0.00 1.26 8.092 13.67 84.333 0.590 0.00 5.00 7.500 4.42 60.5 0.0 353.3 78.50 Appertunance(s) 0.00 1.28 8.198 13.85 84.884 0.590 0.00 3.50 5.250 3.10 42.9 0.0 247.3 80.00 0.00 1.28 8.242 13.93 85.114 0.590 0.00 1.50 2.250 1.33 18.5 0.0 106.0 Totals: 80.00 1,059.2 0.0 7,276.0 • • Pole: 24260 Code: TIA/EIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/512007 1:26:17 PM Height: 80.00 (ft) Page: 14 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Seament Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa CaAa Ecc Ecc FX Y z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb -ft) (lb -ft) (lb) 50.00 Low Profile Platform 1 7.207 12.179 1.00 25.55 0.000 0.000 311.18 0.00 0.00 1.600.00 50.00 BSA - 185065 -12 6 7.207 12.179 0.66 18.93 0.000 0.000 230.54 0.00 0.00 63.60 50.00 RWA -80017 6 7.207 12.179 0.77 50.41 0.000 0.000 614.01 0.00 0.00 186.00 70.00 Sabre 10 ft LP Platf 1 7.934 13.408 1.00 19.40 0.000 0.000 260.12 0.00 0.00 1.300.00 70.00 BreezeMAX AU -ODU 8 7.934 13.408 1.00 8.29 0.000 0.000 111.13 0.00 0.00 151.68 70.00 723216 4 7.934 13.408 1.00 10.24 0.000 0.000 137.36 0.00 0.00 44.00 70.00 VHLP1 -23 1 7.934 13.408 1.00 2.94 0.000 0.000 39.42 0.00 0.00 7.88 78.50 LPD -4019 6 8.198 13.855 0.82 68.88 2.250 0.000 954.31 2.147.2 0.00 408.00 78.50 RWA -8009 9 8.198 13.855 0.67 12.06 0.000 0.000 167.09 0.00 0.00 72.00 78.50 Low Profile Platform 1 8.198 13.855 1.00 25.55 0.000 0.000 353.99 0.00 0.00 1.600.00 3,179.14 5,433.16 Pole: 24260 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 15 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) B ase Elev : 0.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (lb) (lb) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 79.77 694.50 0.00 0.00 10.00 79.77 694.50 0.00 0.00 15.00 79.77 694.50 0.00 0.00 20.00 79.77 694.50 0.00 0.00 25.00 79.77 694.50 0.00 0.00 30.00 79.77 694.50 0.00 0.00 33.75 60.21 520.88 0.00 0.00 35.00 12.17 113.49 0.00 0.00 40.00 50.57 453.98 0.00 0.00 45.00 52.30 453.98 0.00 0.00 50.00 1.209.62 2.303.58 0.00 0.00 55.00 55.38 393.98 0.00 0.00 60.00 56.78 393.98 0.00 0.00 65.00 58.09 393.98 0.00 0.00 70.00 607.36 1.897.54 0.00 0.00 75.00 60.51 390.78 0.00 0.00 78.50 1.518.30 2.353.54 2.147.20 0.00 80.00 18.49 105.98 0.00 0.00 Totals: 4,238.38 13,942.69 2,147.20 0.00 AdftL Adilk Pole: 24260 Code: TIAIEIA -222 Rev F Copyright Semaan Engineering Solutions, Inc Location : ID06 Madison, Rexburg, ID Y 6/5/20071:26:17 PM Height: 80.00 (ft) Page: 16 Shape: Round Base Dia : 30.00 (in) Top Dia : 18.00 (in) X Taper: 0.000000 (in /ft) Base El : 0. 000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 -4.250 - 13.939 0.000 -0.006 -2.145 - 259.756 0.000 0.000 0.000 0.000 5.00 -4.190 - 13.238 0.000 -0.006 -2.145 - 238.507 -0.050 0.000 0.050 -0.092 10.00 -4.126 - 12.538 0.000 -0.006 -2.145 - 217.557 -0.192 0.000 0.192 -0.177 15.00 -4.059 - 11.839 0.000 -0.007 -2.145 - 196.925 -0.419 0.000 0.419 -0.254 20.00 -3.988 - 11.140 0.000 -0.008 -2.145 - 176.631 -0.722 0.000 0.722 -0.323 25.00 -3.915 - 10.442 0.000 -0.009 -2.145 - 156.688 -1.095 0.000 1.095 -0.385 30.00 -3.838 -9.745 0.000 -0.010 -2.145 - 137.113 -1.528 0.000 1.528 -0.440 33.75 -3.777 -9.223 0.000 -0.011 -2.145 - 122.721 -1.888 0.000 1.888 -0.476 35.00 -3.781 -9.103 0.000 -0.015 -2.146 - 118.000 -2.014 0.000 2.014 -0.487 40.00 -3.752 -8.638 0.001 -0.016 -2.146 - 99.096 -2.628 0.001 2.628 -0.679 45.00 -3.714 -8.176 0.001 -0.019 -2.146 - 80.337 -3.425 0.001 3.425 -0.837 50.00 -2.479 -5.887 0.001 -0.023 -2.146 - 61.768 -4.370 0.002 4.370 -0.962 55.00 -2.425 -5.490 0.001 -0.026 -2.146 - 49.372 -5.432 0.003 5.432 -1.060 60.00 -2.367 -5.095 0.001 -0.030 -2.147 - 37.245 -6.584 0.004 6.584 -1.136 65.00 -2.305 -4.700 0.001 -0.034 -2.147 - 25.410 -7.905 0.005 7.905 -1.192 70.00 -1.658 -2.815 0.001 -0.039 -2.147 - 13.888 -9.073 0.007 9.073 -1.226 75.00 -1.590 -2.426 0.001 -0.043 -2.147 -5.596 - 10.367 0.009 10.367 -1.243 78.50 -0.021 -0.106 0.000 0.000 0.000 -0.031 - 11.281 0.011 11.281 -1.247 80.00 -0.018 0.000 0.000 0.000 0.000 0.000 - 11.672 0.011 11.672 -1.247