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BP13380CITY OF BLAIR - APPLICATION FOR BUILDING PERMIT �••A�,�,,..' Permit # j Date: 2// (v Approximate Completion Date: 3 D Site Plan Attached: REScheck Attached: Complete Plans Attached Application for: Residential Commerclal/Industrial ..New Construction Manufactured Home Mod lar Move -on: Home Accessory Building Other Remodel Addition Accessory Building: Garage Pole Barn Other Floor Type: Dirt Concrete Electricity: Yes No Sign Erecting, Awnings Decks/Handicap Ramps (piot pian required) Satellite Dishes/Radio Antenna/Cell Towers (plot pian required) Other Utilities: Public Water: Yes No Private Well if yes, responsible entity: Blair OPPD Line Kennard Agreement needed; Date Agreement Received: Public Sewer: Yes No Septic Drawing Provided: If yes, responsible entity: Blair Kennard County Road Permit Required: Yes No Submitted: Yes No Additional Description of Project Information: �Q Old 8 Job Address: -1- T 15? 1~: 1?- Legal, Description (if applicable) -TLZ?.o^( N r17- .n-Ja cA &&Mi fa( Owner • , 2f i ZZO'n ' 1 fe.ieSS Address: ILe'7_M Phone#: �Ci-4•n: �'e I�tnt1@ �., L-.tncr� Iv'1�G (oBSC�� Vg,0'2 Contractor: r S 1- 1 �t� , SNC Phone #.,- •73 _SClyO ddress: l�f� 515i Jlk cl`T MA -0 I �I-E`I 5.2- 302 Cell #: O2. Email Address or Contractor: JI iS1CerkU --ii 1ede tZ>wP..l • C ��l `-c r N"I?of-, �04&c� - 'NCVCod m a U -a-01. cOYM Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature below, I acknowledge this building permit application does not constitute Issuance of this building permit. i further agree that construction covered by this permit application shall not be commenced until I have received a copy of a permit signed by the Building Inspector. i hereby agree to perform the proposed work in accordance with the specifications set forth above and In accordance with the codes/ordinances of the City of Blair and the State of Nebraska. i understand that this permit Is void If work Is not commenced within 180 days or is not completed within two (2) years of date of issue. LN4!gatb re of Owner/Contractor Date For Building Permits other than One &Two Family Residential Structures: I hereby acknowledge and agree that I have/will submit a set of plans for this project to the Nebraska State Fire Marshal's Office for Review. Signature of Owner/Contractor Date High Hazard HPM Institutional, supervised environment Institutional, incapacitated Institutional, restrained Institutional, day care facilities Mercantile Residential, hotels Residential, multiple family Residential, one- and two-family Residential, care/assisted living facilities Storage, moderate hazard Storage, low hazard Utility, miscellaneous Is building required to be protected by automatic fire sprinkler system?" No Only partially in some areas or rooms Please Specify Yes If yes, the standard to which the sprinkler system will be designed: NFPA 13 NFPS 13R NFPA 13D Driveway Grade: 20% grade or less? Yes No (Dale will review new residential construction. AI will review all second access requests and industrial and commercial driveway requests) Required Off Street Parking: Permit Fee Calculation: Building Permit Deposit Fee: Commercial, new homes and residential additions/remodels/accessory buildings valued $10,000 or greater $ Fee - $50.0.00 Residential additions%remodels/accessory buildings valued under $10,000 $ Fee = $200.00 All other permits Fee = $50.00 $ RESIDENTIAL - NEW CONSTRUCTION: Permit fee is: Finished sq/ft area X $92 (not including finished basement area) Finished basement sq/ft area X $56 Unfinished basement sq/ft area X $29 Garage sq/ft area X$25 Total Valuation: Total Valuation Issuance Fee: Multiplied by 0.006 = $ 25.00 Total Permit Fee = Deposit + Permit Fee + Issuance Fee $ RESIDENTIAL - ADDITIONS / REMODELS and COMMERCIAL - NEW CONSTRUCTION / ADDITIONS / REMODELS: Business/Industrial/Educational/Assembly/Factory/Storage/Utility *Porches with roofs/screened patios are considered additions Construction valuation computation: Sq/ft area X $63 Except for the followin . Accessory Buildings & Interior Remodeling Projects: sq/ft area X $43 Pole barns with no hard surface floor: sq/ft area X $25 Sign Erect! ng/Awn 1 ngs and Decks/Handicap Ramps: sq/ft area X $25 (Minimum valuation of $2000) Construction valuation computation: Finished sq/ft area Z®U '�X $ $ )-LGOO.00I Construction valuation is ...................................Permit fee is: $0 TO$50...........................................................$0 $51 TO $500 ........................................................ $25 $501 TO $2,000........................................................ $25 + $3 per additional $100 $2,001 TO $25,000........................................................ X70, +$13 per additional $1,000 $25,001 TO $50,000......................................................$370 + $10 per additional $1,000 $50,001 TO $100,000......................................................$620 + $7 per additional $1,000 $100,001 TO $500,000......................................................$970 + $5 per additional $1,000 $500,001 TO$1,000,000..................................................$2,970 + $4 per additional $i,000 $1,000,001 AND OVER..................................................$4,970 + $3 per additional $1,000 Permit Fee calculated from chart above $ X07. 80 -- Issuance Fee: $ 25.00 Total Permit Fee = Deposit + Permit Fee + Issuance Fee $ 232-90 r Additional Comments:r'�c� -- �r 0 '4 'U 4' "."'i C.? a Approved by: i/` ' r Date: C ` - ( 0 ' Contingent On Approval by Fire Marshall Meet IBC, IPC, IMC and NEC Code Requirements Sleeping Rooms below Story and in Basement required to have egress For Office Use Only Date Permit Paid: Permit Fee: Deposit Amount Receipt # Deposit Paid by for return to: Building Inspection Pouch given: Yes No CITY OF BLAIR, NEBRASKA Phone 402-426-4191 RECEIVED OR ADDRESS CITY, STATE, ZIP CODE THANK YOU KEEP THIS COPY FOR YOUR RECORDS. NO RECEIVED BY Pounds Printing, Blair, NE 68008 71 E"P =PERhff ERMT • f MATERIAL INDEX ASSOCIATED �MAR AAL SUPPLIED BY: INSTALLED BY: 680 TER VERIZON WIRELESS CONTRACTOR )LN, NE 68508 TELCO CABINET AND :CN WIRELESS M STREET I HEREBY CERT FY THAT THIS ENGINEERING DOCU- MENT WAS PREPARED - ME OR UNDER MY DIRECT SURGE PROTECTION DEVICE VERIZON WIRELESS CONTRACTOR LAWS OF THE STATE OF NEBRASKA ANTENNAS VERIZON WIRELESS CONTRACTOR Tom Medhi Date ANTENNA MY LICENSE REI'EW�I QI/� DEC. 31, 2010 q �g \\�1 I''II ) ��eoFESSIO'''/i • • Q 80 1 BUSH LAKE ROAD IMINGTON, MN 55438 ACT: JONATHAN SABLAN MOUNTING BRACKETS VERIZON WIRELESS CONTRACTOR LE (612) 910-9622 GPS ANTENNA VERIZON WIRELESS CONTRACTOR IATED ENGINEERING, INC. COAX VERIZON WIRELESS CONTRACTOR �/ V %� cf'�•. •°•�,0 ��`� 'i 9T °' ° • S ;UMPERS AND CONNECTORS VERIZON WIRELESS CONTRACTOR ANTENNA SECTOR MOUNTS AND PIPES CONTRACTOR CONTRACTOR k COAX ICE BRIDGE CONTRACTOR CONTRACTOR ER AND ICE BRIDGE COAX t ;SUPPORT HARDWARE CONTRACTOR CON TOR H—FRAME CONTRACTOR CONT TELCO CONDUIT WIRING CONTRACTOR CONT NCRETE, WIRE MESH ('•, '00AND RE"BAR CONTRACTOR CONT `CRUSHED ROCK CONTRACTORCONT W `CE, GATE AND LATCH CONTRACTOR CONT P, FR AND DISCONNECT CONTRACTOR CONTRACTOR Vic AREA MAP SITE 29 L 80 OMAHA m r e "ITLE SHEET SITE SURVEY 1 SITE SURVEY 2 SITE SURVEY 3' PLAN EAST ANTENNA COAX CGP ANTENNA FENCE AN UTILITY PL UTILITY DE UTILITY DE GROUND GROUNDI VERIZON VERIZON VERIZON FOUNDAT STIR AND LINE :OPERATIONS MF IG SCHEDULING) ON AND INSTALL VTIFY CDMA AND H CONTACT IS W IT SHELTER IS IN CONTRACTOR SF p GSM PANEL AN' T THERE IS NO IN THE HOURS OF 5 (,VAL FILE Copy fHE Wi 'T CONTACTS ASSOCIATED 80 680 OMAHA, NE 68022 M STREET : (402) 289-5040 )LN, NE 68508 i :CN WIRELESS M STREET I HEREBY CERT FY THAT THIS ENGINEERING DOCU- MENT WAS PREPARED - ME OR UNDER MY DIRECT ALN, NE 68508 Cot, ACT.• SCOTT HORKY LAWS OF THE STATE OF NEBRASKA , (402) 440-0044 Tom Medhi Date 29 MY LICENSE REI'EW�I QI/� DEC. 31, 2010 q �g \\�1 I''II ) ��eoFESSIO'''/i • • Q 80 1 BUSH LAKE ROAD IMINGTON, MN 55438 ACT: JONATHAN SABLAN �`� •' ° •�l'% �`� Q Qy • • • �_ :E: (952) 946-4694 m r e "ITLE SHEET SITE SURVEY 1 SITE SURVEY 2 SITE SURVEY 3' PLAN EAST ANTENNA COAX CGP ANTENNA FENCE AN UTILITY PL UTILITY DE UTILITY DE GROUND GROUNDI VERIZON VERIZON VERIZON FOUNDAT STIR AND LINE :OPERATIONS MF IG SCHEDULING) ON AND INSTALL VTIFY CDMA AND H CONTACT IS W IT SHELTER IS IN CONTRACTOR SF p GSM PANEL AN' T THERE IS NO IN THE HOURS OF 5 (,VAL FILE Copy fHE Wi 'T CONTACTS ASSOCIATED ENGINEERING, INC T2705 N. MAIN STREET ?ON WIRELESS OMAHA, NE 68022 M STREET : (402) 289-5040 )LN, NE 68508 X: (402) 289-5045 AE INC. PROJECT #2505 :CN WIRELESS M STREET I HEREBY CERT FY THAT THIS ENGINEERING DOCU- MENT WAS PREPARED - ME OR UNDER MY DIRECT ALN, NE 68508 PERSONAL SUPERVISION AND THAT 1 AM A DULY USCENSED PROFESSIONAL ENGINEER UNDER THE ACT.• SCOTT HORKY LAWS OF THE STATE OF NEBRASKA IE (402) 436-4723 (402) 440-0044 Tom Medhi Date (402) 436-5041 MY LICENSE REI'EW�I QI/� DEC. 31, 2010 q �g \\�1 I''II ) ��eoFESSIO'''/i • • Q SON WIRELESS 1 BUSH LAKE ROAD IMINGTON, MN 55438 ACT: JONATHAN SABLAN �`� •' ° •�l'% �`� Q Qy • • • �_ :E: (952) 946-4694 . LE (612) 910-9622 TOM '.°G = _ �• _ ,• MEDHI ; z IATED ENGINEERING, INC. N. MAIN STREETIE-8433 °°• A, NE 68022 %CT: TOM MEDHI �/ V %� cf'�•. •°•�,0 ��`� 'i 9T °' ° • S E: (402) 289-5040 ��` EBt��`� OF Nlift (402) 289-5045 EERING & SURVEYING STREET VERMUN WIREL 1620 M Street Lincoln, NE 68508 =DRAWN BY:=CHK BY:—APV BY: I TM TM -VERIZON SITE NAME: =NE05 BLAIR EAST -VERIZON SITE NUMBER: 75 -SUBMITTALS: UNAVVINU HILL: TITLE SHEET DRAWING NUMBER: T-1 ERIZON JOB NUMBER: 2009373217 WIMP;, ;, i. FIBER OPTIC_/ MISSOURI; Structural Analysis Structure Proposed Carrier Site ID Site Location County Date Usage Prepared for: NOV 12 2009 Nevco Wireless CITY OF BSI NEBRASKA 705 SE Cardinal Lane Waukee, IA 50263 ATTN: Mr. Jeffrey Skinner : 300 ft Andrew Guyed Tower : Verizon : 100006117 : Blair East, NE : Washington : November 5, 2009 95.0% Legs, 84.0% Diagonals, 18.0% Horizontals, 88.0% Guys Semaan Engineering Solutions, LLC 1079 N.205 1h Street Elkhorn, NE 68022 Phone: 402-289-1888 CITY OF BLAIR, NEBRASKA Phone 402-426-4191 RECEIVED OF: ADDRESS CITY, STATE, ZIP CODE THANK YOU KEEP THIS COPY FOR YOUR RECORDS. NO RECEIVED BY Pounds Printing, Mau, NE 68008 November 5, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 300 ft Andrew Guyed Tower located at Blair East, NE, Washington County (site #100006117). The tower was originally designed and manufactured by Andrew (Drawing #GI -94793 dated October 3, 1994). Anal sis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non -corroded condition. The analysis was performed in conformance with TIA/EIA-222 Rev F and local building codes for a basic wind speed of 80 mph no ice and 69 mph with 1/2" radial ice (fastest mile). This is in conformance with the IBC 2006: Section 1609.1.1, Exception (4) and Section 3108.4. Basic Wind Speed: 80.0 mph Radial Ice: 69.0 mph w/ 0.50" ice Code: TLA/EIA-222 Rev F Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. ($) Qty Antennas Mount Coax (in) Carrier 295.0 2 DB567KR (3) Sector Mounts (6)15/8 Alltel 2 DB567KR 1 BXA-80090/8CF 261.4 4 BSA -185090/12 (3) Sector Mounts (6) 1 5/8 2 RV65-18-XXDPL2 220.0 9 RWA-80015 (3) Sector Mounts (9) 15/8 Nextel Proposed Antennas Elev. ($) Qty Antennas Mount Coax (in) Carrier 274.0 1 LPA-185090/8CF Leg Mount (1) 15/8 Verizon The transmission lines shall be distributed and/or stacked over the tower faces, such that no more than (9) lines are exposed to the wind on any one face. 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The maximum structure usage is: 95.0% Legs, 84.0% Diagonals, 18.0% Horizontals, 88.0% Guys. The analysis reactions are less than the design reactions therefore no foundation modifications are required. Conclusion Based on the analysis results, the existing structure meets the requirements per the TLA/EIA-222 Rev F standards for a basic wind speed of 80 mph no ice and 69 mph with 1/2" radial ice. If you have any questions or require additional information, please call 402-289-1888. Design Anchor Radius Analysis Uplift (Ft) Uplift (kip) o /o Of Design (kip) 169.0 ft 18.70 17.32 92.6 240.0 ft 33.30 32.47 97.5 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Conclusion Based on the analysis results, the existing structure meets the requirements per the TLA/EIA-222 Rev F standards for a basic wind speed of 80 mph no ice and 69 mph with 1/2" radial ice. If you have any questions or require additional information, please call 402-289-1888. III aR7w- BUILDING PERMIT DEPOSIT AGREEMENT A $500.00 r undable deposit is being .collected for any new commercial, new side 'a , and any additions, remodels and accessory building valued $10,000 or g r at the time of your building permit application. A $200.00 refundable deposit is being collected for any residential remodel, addition or accessory building valued under $10,000. A $50.00 refundable deposit is being collected for all misc. permits. The City reserves the right to not refund this deposit if any of the following conditions occur during the construction period: 1) Theft of water service by the plumber, owner or general contractor. 2) All permits have not been obtained. 3) All required inspections have not been obtained. 4) Occupancy occurs prior to a final inspection. 5) The project is completed without a final inspection being done. 6) Storm Water Management Plan inspection not obtained. (If Required) If any or all of these situations occur during construction, you may forfeit your deposit. I hereby agree to the above conditions, and understand that should any or all of the above situations occur, the building permit deposit SHALL be forfeited or discounted upon the discretion of the City of Blair, Building and Inspections Department. 3 �5 "Contractor/Owner 3 .3 Date Contractor/Owner City of Blair Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the infonnation provided to Semaan Engineering Solutions and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that -all structures were constructed in accordance with the drawings and specifications and are in an un -corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. -"7ise of av CITY Of 5LAIQ BUILDING PERMIT SUPPORTING DOCUMENTS This building permit packet includes various items dealing with particular code requirements and/or building permit requirements. It in no way includes ALL particular code items. Also, it is your responsibility to know the 2006 International Building Code requirements that apply to your project. Please understand this packet is only designed and distributed to aid you in your building permit process. A copy of the International Building Code is available for your use at the Blair Public Library. I have read the above disclosure and accept this building permit documentation on my own behalf assuming full responsibility as the owner/contractor for this project. 91 (_-- Owner/Occupant City of Blair Contractor .3(�s 1 to Date 218 South 16th Street • Blair, Nebraska 68008 • 402-426-4191 • Fax 402-426-4195 • E-mail cityofblair@ci,blair.ne,us <L N N d r N to Q O CD > O _ Cu Z d i U` ;i �2 D7 W I� (fl ll'1 a: z U .B N U N C d 2 r x } U w U � O = N G O N N Y Y C 0 N M Z m = a U C O L N i zUzzzzZz 3 a) UUUUUU rr Q QL J Q Q Q Q Q Q = CL � J JJ JJJJ r Z O. N x}J>.}�-j-}} 00vavvvvvv 0 O =oE00=XE=ln O.NN c Y N .N V!NN X10 N to O Y Y Y Y Y Y Y Y m m In10 1c w In1c r c M M MQ Mm M M M ++ yy`�oa��g�agoo nr o Joao v o Q@ZQQQQQQQQ ++ O = J JJ J J J J J Uaaaaaaaa U aQQ �o N Q UUUUUU U d `�.Q CO yX N m W W W W W W W W N J J J J J J J J x.4.0 vv I?N1?9 N Nww1otDW Dcow L V V It It V It It V � � � � �N119 .a N N d Q) y VN N N N N N N N C G Q. 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Wind Normal To Face with No Ice Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X Allow Stress Inc: 1.333 Total Round Area (sqft) Ice Round Area (sgft) Sol Ratio Eff Area Cf Df Dr Rr (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight Weight (lb) Ice (lb) Struct Force (lb) Linear Total Force Force (lb) (lb) Eff Face y19 290.0 30.49 16.61 Dead LF: 1.000 0.38 2.11 0.80 1.00 0.64 19.66 0.00 0.00 621.0 0.0 1,373.81 0.00 1,373.81 1 18 270.0 29.87 16.24 Wind LF: 1.000 0.42 2.02 0.80 1.00 0.66 21.70 2.31 0.00 663.0 0.0 1,427.75 90.07 1,517.82 1 17 250.0 29.22 16.23 16.50 Total Total Ice 24.23 3.30 0.00 785.2 Ice 1,498.57 125.86 1,624.43 2 16 233.3 28.65 10.82 Wind Flat Round Round 16.16 2.20 Eff Linear Linear Total 82.27 1,061.79 Struct Linear Total 5.41 Sect Height Area Area Area Sol 1.10 Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sgft) (sgft) Ratio Cf Df Dr Rr (sqft) (sqft) (sgft) (Ib) Ice (lb) (Ib) (lb) (lb) Face 19 290.0 30.49 16.61 9.90 0.00 0.38 2.11 1.00 1.00 0.64 22.98 0.00 0.00 621.0 0.0 1,606.00 0.00 1,606.00 1 18 270.0 29.87 16.24 13.20 0.00 0.42 2.021.00 1.00 0.66 24.95 2.31 0.00 663.0 0.0 1,641.36 90.07 1,731.43 1 17 250.0 29.22 16.23 16.50 0.00 0.47 1.951.00 1.00 0.68 27.48 3.30 0.00 785.2 0.0 1,699.36 125.86 1,825.22 2 16 233.3 28.65 10.82 11.00 0.00 0.47 1.951.00 1.00 0.68 18.32 2.20 0.00 523.5 0.0 1,110.77 82.27 1,193.04 2 15 223.3 28.29 5.41 5.50 0.00 0.47 1.951.00 1.00 0.68 9.16 1.10 0.00 261.7 0.0 548.51 40.63 589.14 2 14 210.0 27.80 16.24 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,835.44 119.75 1,955.18 1 13 190.0 27.02 16.24 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,783.70 116.37 1,900.07 1 12 170.0 26.17 17.11 23.10 0.00 0.57 1.821.00 1.00 0.74 34.16 3.30 0.00 1,071.1 0.0 1,772.11 112.73 1,884.84 1 11 150.0 25.25 16.24 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,667.20 108.77 1,775.97 1 10 130.0 24.24 16.24 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,600.41 104.41 1,704.83 1 9 110.0 23.11 18.18 23.10 0.00 0.59 1.81 1.00 1.00 0.75 35.44 3.30 0.00 1,104.1 0.0 1,613.21 99.55 1,712.76 1 8 90.00 21.82 16.24 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,440.80 94.00 1,534.80 1 7 70.00 20.31 16.23 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,340.97 87.49 1,428.45 1 6 50.00 18.45 18.18 23.10 0.00 0.59 1.81 1.00 1.00 0.75 35.44 3.30 0.00 1,104.1 0.0 1,287.82 79.47 1,367.29 1 5 33.33 16.43 10.82 15.40 0.00 0.56 1.831.00 1.00 0.73 22.08 2.20 0.00 648.2 0.0 723.19 47.18 770.37 1 4 26.00 16.38 1.47 1.54 0.00 0.65 1.781.00 1.00 0.78 2.68 0.22 0.00 77.9 0.0 85.06 4.71 89.76 1 3 23.67 16.38 2.71 3.85 0.00 0.56 1.831.00 1.00 0.73 5.52 0.55 0.00 162.0 0.0 180.27 11.76 192.03 1 2 12.00 16.38 16.23 23.10 0.00 0.56 1.831.00 1.00 0.73 33.12 3.30 0.00 972.4 0.0 1,081.71 70.57 1,152.28 1 1 1.00 16.38 8.02 2.31 0.00 1.00 2.101.00 1.00 1.00 10.33 0.33 0.00 379.7 0.0 386.58 7.06 124.75 1 ** *` = 2QzGhAg Controls 14,208.3 0.0 24,538.22 LoadCase 60 deg No Ice 80.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Wind Sect Height S_eq (ft) qz Total Flat Area (sqft) Total Round Area (sqft) Ice Round Area (sgft) Sol Ratio Eff Area Cf Df Dr Rr (sqft) Linear Area (sqft) Ice Linear Area (sqft) Total Weight Weight (lb) Ice (lb) Struct Force (lb) Linear Total Force Force (lb) (lb) Eff Face y19 290.0 30.49 16.61 9.90 0.00 0.38 2.11 0.80 1.00 0.64 19.66 0.00 0.00 621.0 0.0 1,373.81 0.00 1,373.81 1 18 270.0 29.87 16.24 13.20 0.00 0.42 2.02 0.80 1.00 0.66 21.70 2.31 0.00 663.0 0.0 1,427.75 90.07 1,517.82 1 17 250.0 29.22 16.23 16.50 0.00 0.47 1.950.80 1.00 0.68 24.23 3.30 0.00 785.2 0.0 1,498.57 125.86 1,624.43 2 16 233.3 28.65 10.82 11.00 0.00 0.47 1.95 0.80 1.00 0.68 16.16 2.20 0.00 523.5 0.0 979.52 82.27 1,061.79 2 15 223.3 28.29 5.41 5.50 0.00 0.47 1.95 0.80 1.00 0.68 8.08 1.10 0.00 261.7 0.0 483.70 40.63 524.33 2 14 210.0 27.80 16.24 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,655.51 119.75 1,775.25 1 13 190.0 27.02 16.24 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,608.84 116.37 1,725.21 1 12 170.0 26.17 17.11 23.10 0.00 0.57 1.82 0.80 1.00 0.74 30.74 3.30 0.00 1,071.1 0.0 1,594.61 112.73 1,707.34 1 11 150.0 25.25 16.24 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,503.76 108.77 1,612.54 1 10 130.0 24.24 16.24 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,443.52 104.41 1,547.94 1 9 110.0 23.11 18.18 23.10 0.00 0.59 1.81 0.80 1.00 0.75 31.80 3.30 0.00 1,104.1 0.0 1,447.73 99.55 1,547.28 1 8 90.00 21.82 16.24 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,299.55 94.00 1,393.55 1 7 70.00 20.31 16.23 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 1,209.51 87.49 1,297.00 1 6 50.00 18.45 18.18 23.10 0.00 0.59 1.81 0.80 1.00 0.75 31.80 3.30 0.00 1,104.1 0.0 1,155.72 79.47 1,235.19 1 5 33.33 16.43 10.82 15.40 0.00 0.56 1.83 0.80 1.00 0.73 19.92 2.20 0.00 648.2 0.0 652.30 47.18 699.48 1 4 26.00 16.38 1.47 1.54 0.00 0.65 1.78 0.80 1.00 0.78 2.38 0.22 0.00 77.9 0.0 75.70 4.71 80.41 1 Page 1 S IVIAAN ENGINEERING SOLUTIONS 1079 IV.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Gh : 1.09 Site Number: 100006117 Location: Blair East, NE Code: TIA/EIA-222 Rev F Section Forces Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X 3 23.67 16.38 2.71 3.85 0.00 0.56 1.83 0.80 1.00 0.73 4.98 0.55 0.00 162.0 0.0 162.59 11.76 174.35 1 2 12.00 16.38 16.23 23.10 0.00 0.56 1.83 0.80 1.00 0.73 29.88 3.30 0.00 972.4 0.0 975.67 70.57 1,046.24 1 1 1.00 16.38 8.02 2.31 0.00 1.00 2.10 0.80 1.00 1.00 8.73 0.33 0.00 379.7 0.0 326.56 7.06 124.75 1 ** ** = 2QzGhAg Controls 14,208.3 0.0 22,068.71 LoadCase 90 deg No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Wind Flat Round Round Sect Height Area Area Area Seq (ft) qz (sqft) (sqft) (sqft) 80.00 mph Wind at 90 deg From Face with No Ice Ice Eff Linear Linear Total Sol Area Area Area Weight Weight Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) Struct Force (Ib) Linear Total Force Force (Ib) (lb) Eff Face 19 290.0 30.49 16.61 9.90 0.00 0.38 2.11 0.85 1.00 0.64 20.49 0.00 0.00 621.0 0.0 1,431.85 0.00 1,431.85 1 18 270.0 29.87 16.24 13.20 0.00 0.42 2.02 0.85 1.00 0.66 22.51 2.31 0.00 663.0 0.0 1,481.15 90.07 1,571.22 1 17 250.0 29.22 16.23 16.50 0.00 0.47 1.95 0.85 1.00 0.68 25.05 3.30 0.00 785.2 0.0 1,548.77 125.86 1,674.63 2 16 233.3 28.65 10.82 11.00 0.00 0.47 1.95 0.85 1.00 0.68 16.70 2.20 0.00 523.5 0.0 1,012.33 82.27 1,094.60 2 15 223.3 28.29 5.41 5.50 0.00 0.47 1.95 0.85 1.00 0.68 8.35 1.10 0.00 261.7 0.0 499.91 40.63 540.53 2 14 210.0 27.80 16.24 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,700.49 119.75 1,820.24 1 13 190.0 27.02 16.24 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,652.55 116.37 1,768.92 1 12 170.0 26.17 17.11 23.10 0.00 0.57 1.82 0.85 1.00 0.74 31.60 3.30 0.00 1,071.1 0.0 1,638.99 112.73 1,751.72 1 11 150.0 25.25 16.24 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1.544.62 108.77 1.653.40 1 10 130.0 24.24 16.24 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,482.74 104.41 1,587.16 1 9 110.0 23.11 18.18 23.10 0.00 0.59 1.81 0.85 1.00 0.75 32.71 3.30 0.00 1,104.1 0.0 1,489.10 99.55 1,588.65 1 8 90.00 21.82 16.24 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,334.86 94.00 1,428.86 1 7 70.00 20.31 16.23 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,242.37 87.49 1,329.86 1 6 50.00 18.45 18.18 23.10 0.00 0.59 1.81 0.85 1.00 0.75 32.71 3.30 0.00 1,104.1 0.0 1,188.75 79.47 1,268.21 1 5 33.33 16.43 10.82 15.40 0.00 0.56 1.83 0.85 1.00 0.73 20.46 2.20 0.00 648.2 0.0 670.02 47.18 717.20 1 4 26.00 16.38 1.47 1.54 0.00 0.65 1.78 0.85 1.00 0.78 2.46 0.22 0.00 77.9 0.0 78.04 4.71 82.75 1 3 23.67 16.38 2.71 3.85 0.00 0.56 1.83 0.85 1.00 0.73 5.11 0.55 0.00 162.0 0.0 167.01 11.76 178.77 1 2 12.00 16.38 16.23 23.10 0.00 0.56 1.83 0.85 1.00 0.73 30.69 3.30 0.00 972.4 0.0 1,002.18 70.57 1,072.75 1 1 1.00 16.38 8.02 2.31 0.00 1.00 2.10 0.85 1.00 1.00 9.13 0.33 0.00 379.7 0.0 341.56 7.06 124.75 1 ** = 2QzGhAg Controls 14,208.3 0.0 22,686.09 LoadCase Normal Ice 69.28 mph Wind Normal To Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Page 2 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sgft) (sqft) Ratio Cf Df Dr Rr (sqft) (sgft) (sqft) (Ib) Ice (lb) (Ib) (lb) (lb) Face 19 290.0 22.86 16.61 23.36 13.46 0.57 1.821.00 1.00 0.74 33.81 0.00 0.00 757.4 136.4 1,534.36 0.00 1,534.36 1 18 270.0 22.40 16.24 28.03 14.83 0.63 1.791.00 1.00 0.77 37.93 2.31 1.17 878.9 215.9 1,652.10 101.66 1,753.76 1 17 250.0 21.91 16.23 33.00 16.50 0.70 1.781.00 1.00 0.82 43.37 3.30 1.67 1,179.1 393.9 1,836.29 142.06 1,978.35 2 16 233.3 21.49 10.82 22.00 11.00 0.70 1.781.00 1.00 0.82 28.91 2.20 1.11 786.0 262.6 1,200.27 92.86 1,293.13 2 15 223.3 21.22 5.41 11.00 5.50 0.70 1.781.00 1.00 0.82 14.46 1.10 0.56 393.1 131.3 592.72 45.85 638.57 2 14 210.0 20.85 16.24 42.93 19.83 0.85 1.861.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 2,372.43 135.16 2,507.59 1 13 190.0 20.26 16.24 42.93 19.83 0.85 1.861.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 2,305.55 131.35 2,436.90 1 12 170.0 19.63 17.11 43.22 20.13 0.86 1.871.00 1.00 0.95 58.13 3.30 1.67 1,764.2 693.1 2,326.61 127.24 2,453.86 1 11 150.0 18.94 16.24 42.93 19.83 0.85 1.861.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 2,154.97 122.77 2,277.74 1 10 130.0 18.18 16.24 42.93 19.83 0.85 1.861.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 2,068.64 117.85 2,186.49 1 Page 2 S MAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Gh : 1.09 Site Number: 100006117 Location: BlairEast,NE Code: TIA/EIA-222 Rev F Section Forces Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X 411 9 110.0 17.33 18.18 43.22 20.13 0.88 1.89 1.00 1.00 0.96 59.78 3.30 1.67 1,797.2 693.1 2,133.69 112.36 2,246.05 1 8 90.00 16.37 16.24 42.93 19.83 0.85 1.861.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 1,862.33 106.10 1,968.43 1 7 70.00 15.23 16.23 42.93 19.83 0.85 1.86 1.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 1,733.29 98.75 1,832.04 1 6 50.00 13.84 18.18 43.22 20.13 0.88 1.891.00 1.00 0.96 59.78 3.30 1.67 1,797.2 693.1 1,703.32 89.70 1,793.01 1 5 33.33 12.32 10.82 28.62 13.22 0.85 1.86 1.00 1.00 0.93 37.57 2.20 1.11 1,092.6 444.4 934.78 53.26 988.03 1 4 26.00 12.29 1.47 3.16 1.62 0.99 2.091.00 1.00 1.00 4.64 0.22 0.11 122.3 44.4 129.28 5.31 124.75 1 ** 3 23.67 12.29 2.71 7.15 3.31 0.85 1.86 1.00 1.00 0.93 9.39 0.55 0.28 273.1 111.1 233.01 13.27 246.28 1 2 12.00 12.29 16.23 42.93 19.83 0.85 1.86 1.00 1.00 0.93 56.35 3.30 1.67 1,639.0 666.6 1,398.18 79.66 1,477.84 1 1- 1.00 12.29 8.02 4.24 1.93 1.00 2.101.00 1.00 1.00 12.26 0.33 0.17 557.6 177.8 344.15 7.97 93.56 1 ** " = 2QzGhAg Controls 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 22,871.4 8,663.1 2,235.72 29,830.75 1 LoadCase 60 deg Ice 69.28 mph Wind at 60 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 LoadCase 90 deg Ice 69.28 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Round Eff Linear Linear Total Total Struct Linear Total Linear Sect Height Area Area Area Sol Area Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sgft) (sgft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (lb) (Ib) (lb) Face 19 290.0 22.86 16.61 23.36 13.46 0.57 1.82 0.80 1.00 0.74 30.49 0.00 0.00 757.4 136.4 1,383.59 0.00 1,383.59 1 18 270.0 22.40 16.24 28.03 14.83 0.63 1.79 0.80 1.00 0.77 34.68 2.31 1.17 878.9 215.9 1,510.68 101.66 1,612.34 1 17 250.0 21.91 16.23 33.00 16.50 0.70 1.78 0.80 1.00 0.82 40.12 3.30 1.67 1.179.1 393.9 1.698.81 142.06 1.840.88 2 16 233.3 21.49 10.82 22.00 11.00 0.70 1.78 0.80 1.00 0.82 26.75 2.20 1.11 786.0 262.6 1,110.41 92.86 1,203.27 2 15 223.3 21.22 5.41 11.00 5.50 0.70 1.78 0.80 1.00 0.82 13.38 1.10 0.56 393.1 131.3 548.35 45.85 594.20 2 14 210.0 20.85 16.24 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 2,235.72 135.16 2,370.89 1 13 190.0 20.26 16.24 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 2,172.70 131.35 2,304.05 1 12 170.0 19.63 17.11 43.22 20.13 0.86 1.87 0.80 1.00 0.95 54.70 3.30 1.67 1,764.2 693.1 2,189.64 127.24 2,316.88 1 11 150.0 18.94 16.24 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 2,030.80 122.77 2,153.57 1 10 130.0 18.18 16.24 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 1,949.44 117.85 2,067.30 1 9 110.0 17.33 18.18 43.22 20.13 0.88 1.89 0.80 1.00 0.96 56.14 3.30 1.67 1,797.2 693.1 2,003.93 112.36 2,116.29 1 8 90.00 16.37 16.24 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 1,755.02 106.10 1,861.12 1 7 70.00 15.23 16.23 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 1,633.42 98.75 1,732.16 1 6 50.00 13.84 18.18 43.22 20.13 0.88 1.89 0.80 1.00 0.96 56.14 3.30 1.67 1,797.2 693.1 1,599.73 89.70 1,689.43 1 5 33.33 12.32 10.82 28.62 13.22 0.85 1.86 0.80 1.00 0.93 35.40 2.20 1.11 1,092.6 444.4 880.91 53.26 934.17 1 4 26.00 12.29 1.47 3.16 1.62 0.99 2.09 0.80 1.00 1.00 4.34 0.22 0.11 122.3 44.4 121.07 5.31 124.75 1 ** 3 23.67 12.29 2.71 7.15 3.31 0.85 1.86 0.80 1.00 0.93 8.85 0.55 0.28 273.1 111.1 219.58 13.27 232.86 1 2 12.00 12.29 16.23 42.93 19.83 0.85 1.86 0.80 1.00 0.93 53.10 3.30 1.67 1,639.0 666.6 1,317.61 79.66 1,397.27 1 1 1.00 12.29 8.02 4.24 1.93 1.00 2.10 0.80 1.00 1.00 10.66 0.33 0.17 557.6 177.8 299.13 7.97 93.56 1 ** = 2QzGhAg Controls 22,871.4 8,663.1 28,028.57 LoadCase 90 deg Ice 69.28 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Page 3 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sgft) (sgft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (ib) (lb) Face 19 290.0 22.86 16.61 23.36 13.46 0.57 1.82 0.85 1.00 0.74 31.32 0.00 0.00 757.4 136.4 1,421.29 0.00 1,421.29 1 18 270.0 22.40 16.24 28.03 14.83 0.63 1.79 0.85 1.00 0.77 35.50 2.31 1.17 878.9 215.9 1,546.03 101.66 1,647.69 1 17 250.0 21.91 16.23 33.00 16.50 0.70 1.78 0.85 1.00 0.82 40.94 3.30 1.67 1,179.1 393.9 1,733.18 142.06 1,875.25 2 16 233.3 21.49 10.82 22.00 11.00 0.70 1.78 0.85 1.00 0.82 27.29 2.20 1.11 786.0 262.6 1,132.88 92.86 1,225.74 2 Page 3 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Site Number: 100006117 Location: Blair East, NE Code: TIAIEIA-222 Rev F Gh : 1.09 Section Forces Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X 41 15 223.3 21.22 5.41 11.00 5.50 0.70 1.78 0.85 1.00 0.82 13.65 1.10 0.56 393.1 131.3 559.44 45.85 605.29 2 14 210.0 20.85 16.24 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 2,269.90 135.16 2,405.06 1 13 190.0 20.26 16.24 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 2,205.91 131.35 2,337.26 1 12 170.0 19.63 17.11 43.22 20.13 0.86 1.87 0.85 1.00 0.95 55.56 3.30 1.67 1,764.2 693.1 2,223.88 127.24 2,351.13 1 11 150.0 18.94 16.24 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 2,061.84 122.77 2,184.62 1 10 130.0 18.18 16.24 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 1,979.24 117.85 2,097.10 1 9 110.0 17.33 18.18 43.22 20.13 0.88 1.89 0.85 1.00 0.96 57.05 3.30 1.67 1,797.2 693.1 2,036.37 112.36 2,148.73 1 8 90.00 16.37 16.24 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 1,781.84 106.10 1,887.94 1 7 70.00 15.23 16.23 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 1,658.38 98.75 1,757.13 1 6 50.00 13.84 18.18 43.22 20.13 0.88 1.89 0.85 1.00 0.96 57.05 3.30 1.67 1,797.2 693.1 1,625.63 89.70 1,715.32 1 5 33.33 12.32 10.82 28.62 13.22 0.85 1.86 0.85 1.00 0.93 35.94 2.20 1.11 1,092.6 444.4 894.38 53.26 947.64 1 4 26.00 12.29 1.47 3.16 1.62 0.99 2.09 0.85 1.00 1.00 4.42 0.22 0.11 122.3 44.4 123.13 5.31 124.75 1 ** 3 23.67 12.29 2.71 7.15 3.31 0.85 1.86 0.85 1.00 0.93 8.99 0.55 0.28 273.1 111.1 222.94 13.27 236.21 1 2 12.00 12.29 16.23 42.93 19.83 0.85 1.86 0.85 1.00 0.93 53.92 3.30 1.67 1,639.0 666.6 1,337.76 79.66 1,417.41 1 1 1.00 12.29 8.02 4.24 1.93 1.00 2.10 0.85 1.00 1.00 11.06 0.33 0.17 557.6 177.8 310.39 7.97 93.56 1 ** = 2QzGhAg Controls 22,871.4 8,663.1 28,479.12 Page 4 SEIVIAAN ENGINEERING SOLUTIONS Copyright Semaan Engineering Solutions, Inc 1079 N.204th Avenue Site Number: 100006117 Y 11/5120092:00:59 PM Elkhorn, NE 68022 Location: Blair East, NE Phone: 402-289-1888 Fax: 402-289-1861 Code: TIA/EIA-222 Rev F X ZIf Tower Loading Discrete Appurtenance Properties Attach Elev To (ft) Description Qty No Ice Weight (Ib/ft) Pct In Wind Ice Bundlinq Arrangement Distance 295.0 Vert Fiev 1.98 1.04 Weight CaAa CaAa Weight CaAa CaAa From Face XAngle Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (deg) (ft) 295.0 DB567KR 2 90.00 14.060 1.00 461.00 20.320 1.00 0.000 0.00 4.000 295.0 DB567KR 2 90.00 14.060 1.00 461.00 20.320 1.00 0.000 0.00 -4.000 295.0 Sector Mounts 3 500.00 15.000 0.67 650.00 20.600 0.67 0.000 0.00 0.000 295.0 BXA-80090/8CF 1 23.00 8.290 1.00 70.40- 9.180 1.00 0.000 0.00 0.000 287.0 Torque Arm 1 500.00 15.000 0.67 1000.00 20.000 0.67 0.000 0.00 0.000 274.0 LPA-18509018CF 1 7.00 2.790 1.00 25.04 3.250 1.00 0.000 0.00 0.000 261.4 BSA -185090/12 4 9.10 3.400 0.76 25.43 4.050 0.76 0.000 0.00 0.000 261.4 Sector Mounts 3 233.00 10.600 0.67 332.00 15.540 0.67 0.000 0.00 0.000 261.4 RV65-18-XXDPL2 2 11.60 3.300 0.50 30.00 3.819 0.50 0.000 0.00 0.000 227.0 Torque Arm 1 500.00 15.000 0.67 1000.00 20.000 0.67 0.000 0.00 0.000 220.0 Sector Mounts 3 500.00 15.000 0.67 650.00 20.600 0.67 0.000 0.00 0.000 220.0 RWA-80015 9 31.00 10.912 0.78 91.00 11.838 0.78 0.000 0.00 0.000 Totals 32 5427.60 9816.16 Number of Appurtenances : 12 Linear Appurtenance Properties Elev From (ft) Elev To (ft) Description Qty Width (in) Weight (Ib/ft) Pct In Wind Spread On Faces Bundlinq Arrangement 0.00 295.0 1 5/8" Coax 4 1.98 1.04 100.00 1 Separate 0.00 295.0 1 518" Coax 2 1.98 1.04 100.00 1 Separate 0.00 274.0 1 518" Coax 1 1.98 1.04 100.00 2 Separate 0.00 261.4 1 518" Coax 6 1.98 1.04 50.00 2 Separate 0.00 220.0 1 5/8" Coax 6 1.98 1.04 50.00 1 Separate 0.00 220.0 15/8" Coax 3 1.98 1.04 50.00 3 Separate Page 5 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Site Number: 100006117 Location: Blair East, NE Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM i X �f. Section: 1 M46BASE Force Bot Elev (ft): 0.00 Height (ft): 2.000 Fy Cap Num Num Shear Bear Use Member Shear Bear (ksi) (kip) Bolts Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG CHN - C12 x 25 -57.46 Normal Ice 2.84 100 100 100 43.7 33.7 247.88 0 0 0.00 0.00 23 Member Y HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Page 6 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ CHN - C8 x 11.5 24.50 Normal Ice 50 135.19 0 0 0.00 0.00 18 Member DIAG 0.00 0 0.00 0 0 0.00 0.00 0 Section: 2 M46 Bot Elev (ft): 2.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -44.17 60 deg Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 95 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -0.94 60 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 18 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 0.81 60 deg Ice 36 5.15 0 0 0.00 0.00 15 User Input Section: 3 M46-3'-4" Bot Elev (ft): 22.00 Height (ft): 3.333 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -42.55 60 deg Ice 3.33 100 100 100 55.5 31.3 46.29 0 0 0.00 0.00 91 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -0.81 Normal Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 15 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG 0.00 0 0.00 0 0 0.00 0.00 0 Page 6 SEMAAN ENGINEERING SOLUTIONS 1079 N.204tn Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Site Number: 100006117 Location: BlairEast, NE Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc `r 11/5/2009 2:00:59 PM X Section: 4 M46-1'-4" Force Bot Elev (ft): 25.33 Height (ft): 1.333 Fy Cap Num Num Shear Bear Use Max Tension Member Member Shear Bear Holes Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -43.16 60 deg Ice 1.33 100 100 100 22.2 37.4 55.37 0 0 0.00 0.00 77 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Page 7 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -LN LACING 0.73 Normal Ice 36 4.37 0 0 0.00 0.00 16 User Input Section: 5 M46-13'-4" Bot Elev (ft): 26.67 Height (ft): 13.333 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -43.41 Normal Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 93 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -1.02 90 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 19 User Input Force FV Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 1.11 90 deg Ice 36 5.15 0 0 0.00 0.00 21 User Input Section: 6 M46 Bot Elev (ft): 40.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-64 LEG -48.55 Normal Ice 3.33 100 100 100 49.5 32.6 53.92 0 0 0.00 0.00 90 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -1.76 Normal Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 34 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 1.43 90 deg Ice 36 5.15 0 0 0.00 0.00 27 User Input Page 7 SEMAAN ENGINEERING SOLUTIONS 1079N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Site Number: 100006117 Location: BlairEast,NE Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X Section: 7 M46 Bot Elev (ft): 60.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -41.47 Normal Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 89 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -0.76 90 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 14 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 0.95 90 deg Ice 36 5.15 0 0 0.00 0.00 18 User Input Section: 8 M46 Bot Elev (ft): 80.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -39.77 60 deg Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 85 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -0.67 60 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 13 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 0.89 90 deg Ice 36 5.15 0 0 0.00 0.00 17 User Input Section: 9 M46 Bot Elev (ft): 100.0 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-64 LEG -45.10 Normal Ice 3.33 100 100 100 49.5 32.6 53.92 0 0 0.00 0.00 83 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -2.16 Normal Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 42 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 1.74 Normal Ice 36 5.15 0 0 0.00 0.00 33 User Input Page 8 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax:,402-289-1861 Site Number: 100006117 Location: Blair East, NE Code: TIAIEIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X Section: 10 M46 Bot Elev (ft): 120.0 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -36.84 Normal Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 79 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -1.08 90 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 21 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) /o Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 1.28 90 deg Ice 36 5.15 0 0 0.00 0.00 24 User Input Section: 11 M46 Bot Elev (ft): 140.0 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -37.08 Normal Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 80 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -0.68 90 deg Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 13 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 0.88 60 deg Ice 36 5.15 0 0 0.00 0.00 17 User Input Section: 12 M46 Bot Elev (ft): 160.0 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -36.33 90 deg Ice 3.33 100 100 100 55.6 31.3 46.29 0 0 0.00 0.00 78 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING -2.02 Normal Ice 4.833 100 100 100 0.0 0.0 5.15 0 0 0.00 0.00 39 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46 -Y LACING 1.82 90 deg Ice 36 5.15 0 0 0.00 0.00 35 User Input Page 9 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-289-1861 Site Number: 100006117 Location: Blair East, NE Code: TIA/EIA-222 Rev F Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) 90 deg Ice A4b -27.13 -30.62 -14.59 Ma 3.51 -5.83 -2.99 A4 -2.16 -18.25 17.66 Alb 1.86 -1.32 -1.37 Ala -22.33 -16.93 -12.52 Al -0.78 -8.94 13.92 1 -0.37 121.30 -0.24 60 deg Ice A41b -28.21 -32.47 -16.29 Ma 7.89 -11.28 -6.54 A4 -1.72 -11.28 10.10 Alb 5.15 -3.81 -3.65 Ala -22.69 -17.32 -13.10 Al -0.59 -3.81 6.28 1 -0.54 118.75 -0.31 Normal Ice A41b -21.15 -25.47 -14.31 Ma 21.15 -25.47 -14.31 A4 0.00 -3.35 2.18 Alb 18.80 -14.47 -11.63 Ala -18.80 -14.47 -11.63 Al 0.00 -0.49 1.15 1 0.00 123.74 -0.22 90 deg No Ice A4b -20.70 -24.29 -11.43 Ma 1.78 -2.86 -1.46 A4 -0.98 -13.54 12.90 Alb 1.14 -0.78 -0.79 Ala -16.10 -12.58 -9.12 Al -0.36 -6.59 9.92 1 -0.52 83.32 -0.14 60 deg No Ice A4b -20.88 -24.78 -12.06 Ma 4.74 -6.56 -3.62 A4 -0.77 -6.56 5.91 Alb 3.37 -2.46 -2.26 Ala -16.05 -12.54 -9.27 Al -0.27 -2.46 4.05 1 -0.59 77.75 -0.34 Normal No Ice A4b -17.18 -20.98 -10.91 Ma 17.18 -20.98 -10.91 A4 0.00 -1.55 1.02 Alb 14.12 -11.17 -8.52 Ala -14.12 -11.17 -8.52 Al 0.00 -0.28 0.66 1 0.00 89.07 -0.45 Max Reactions (kip) Base Anchl Anch2 Vertical 123.74 -17.32 -32.47 Horizonal 0.68 26.20 32.57 Page 13 Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X (-) = Uplift (+) = Down SEMAAN ENGINEERING SOLUTIONS Copyright SemaanEngineering Solutions, Inc 1079 N.204th Avenue Site Number: 100006117 Y 11/5/2009 2:00:59 PM Elkhorn, NE 68022 Location: Blair East, NE Phone: 402-289-1888 Fax: 402-289-1861 Code: TIA/EIA-222 Rev F X Cable Forces Summary Allow Applied Elevation Tension Tension Use Load Case (ft) Cable Node 1 Node 2 (kip) (kip) % Normal No Ice 50.00 1/2 EHS Al 17 13.35 0.53 4 1/2 EHS Alb 17a 13.35 4.88 36 1/2 EHS Ala 17b 13.35 4.88 36 110.00 1/2 EHS Al 35 13.35 0.13 0 1/2 EHS Alb 35a 13.35 6.52 48 1/2 EHS Ala 35b 13.35 6.52 48 170.00 9/16 EHS Al 53 16.85 0.28 1 9/16 EHS Alb 53a 16.85 9.10 54 9/16 EHS Ala 53b 16.85 9.10 54 226.67 1/2 EHS A4 T4 13.35 0.38 2 1/2 EHS A4b T4b 13.35 7.61 57 1/2 EHS A4a T4a 13.35 7.46 55 1/2 EHS A4a T4 13.35 7.61 57 1/2 EHS A4b T4a 13.35 7.46 55 1/2 EHS A4 TO 13.35 0.38 2 286.67 1/2 EHS A4 T5 13.35 0.81 6 1/2 EHS A4b T5b 13.35 7.48 56 1/2 EHS A4a T5a 13.35 7.25 54 1/2 EHS A4a T5 13.35 7.48 56 1/2 EHS A4b T5a 13.35 7.25 54 1/2 EHS A4 T5b 13.35 0.81 6 60 deg No Ice 50.00 1/2 EHS Al 17 13.35 1.74 13 1/2 EHS Alb 17a 13.35 1.74 13 1/2 EHS Ala l7b 13.35 5.54 41 110.00 1/2 EHS Al 35 13.35 1.45 10 1/2 EHS Alb 35a 13.35 1.45 10 1/2 EHS Ala 35b 13.35 7.19 53 170.00 9/16 EHS Al 53 16.85 1.86 11 9/16 EHS Alb 53a 16.85 1.86 11 9/16 EHS Ala 53b 16.85 10.28 61 226.67 1/2 EHS A4 T4 13.35 2.19 16 1/2 EHS A4b T4b 13.35 8.81 65 1/2 EHS A4a T4a 13.35 2.10 15 1/2 EHS A4a T4 13.35 2.19 16 1/2 EHS A4b T4a 13.35 8.81 65 1/2 EHS A4 T4b 13.35 2.10 15 286.67 1/2 EHS A4 T5 13.35 2.61 19 1/2 EHS A4b T5b 13.35 8.77 65 1/2 EHS A4a T5a 13.35 2.50 18 1/2 EHS Ma T5 13.35 2.61 19 1/2 EHS A4b T5a 13.35 8.77 65 1/2 EHS A4 T5b 13.35 2.50 18 90 deg No Ice 50.00 1/2 EHS Al 17 13.35 3.18 23 1/2 EHS Alb 17a 13.35 0.74 5 1/2 EHS Ala 17b 13.35 5.39 40 110.00 1/2 EHS Al 35 13.35 3.86 28 1/2 EHS Alb 35a 13.35 0.43 3 1/2 EHS Ala 35b 13.35 7.25 54 170.00 9/16 EHS Al 53 16.85 5.32 31 9/16 EHS Alb 53a 16.85 0.66 3 Page 14 SMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Site Number: 100006117 Elkhorn, NE 68022 Location: Blair East, NE MMO iM- 1 IL��►�:6!3i11B. ? Fax: 402-289-1861 Code: TIA/EIA-222 Rev F 9/16 EHS Ala 53b 16.85 10.37 61 226.67 1/2 EHS A4 T4 13.35 4.85 36 112 EHS A4b T4b 13.35 8.68 65 112 EHS A4a T4a 13.35 0.82 6 1/2 EHS Ma T4 13.35 0.88 6 1/2 EHS A4b T4a 13.35 8.72 65 1/2 EHS A4 T4b 13.35 4.67 34 286.67 1/2 EHS A4 T5 13.35 4.99 37 112 EHS A4b T5b 13.35 8.49 63 1/2 EHS A4a T5a 13.35 1.22 9 1/2 EHS A4a T5 13.35 1.28 9 1/2 EHS A4b T5a 13.35 8.58 64 1/2 EHS A4 T5b 13.35 4.77 35 Normal Ice 50.00 1/2 EHS Al 17 13.35 0.94 7 1/2 EHS Alb 17a 13.35 6.82 51 1/2 EHS Ala 17b 13.35 6.82 51 110.00 1/2 EHS Al 35 13.35 0.24 1 1/2 EHS Alb 35a 13.35 8.96 67 1/2 EHS Ala 35b 13.35 8.96 67 170.00 9/16 EHS Al 53 16.85 0.54 3 9/16 EHS Alb 53a 16.85 11.56 68 9/16 EHS Ala 53b 16.85 11.56 68 226.67 1/2 EHS A4 T4 13.35 0.82 6 112 EHS A4b T4b 13.35 9.57 71 1/2 EHS A4a T4a 13.35 9.23 69 112 EHS A4a T4 13.35 9.57 71 1/2 EHS A4b T4a 13.35 9.23 69 1/2 EHS A4 T4b 13.35 0.82 6 286.67 112 EHS A4 T5 13.35 1.75 13 1/2 EHS A4b T5b 13.35 9.37 70 1/2 EHS A4a T5a 13.35 9.09 68 1/2 EHS A4a T5 13.35 9.37 70 112 EHS A4b T5a 13.35 9.09 68 1/2 EHS A4 T5b 13.35 1.75 13 60 deg Ice 50.00 1/2 EHS Al 17 13.35 2.65 19 1/2 EHS Alb 17a 13.35 2.65 19 1/2 EHS Ala 17b 13.35 7.95 59 110.00 112 EHS Al 35 13.35 2.35 17 112 EHS Alb 35a 13.35 2.35 17 112 EHS Ala 35b 13.35 10.36 77 170.00 9/16 EHS Al 53 16.85 2.95 17 9116 EHS Alb 53a 16.85 2.95 17 9/16 EHS Ala 53b 16.85 14.10 83 226.67 112 EHS A4 T4 13.35 3.82 28 112 EHS A4b T4b 13.35 11.80 88 1/2 EHS A4a T4a 13.35 3.67 27 1/2 EHS A4a T4 13.35 3.82 28 1/2 EHS A4b T4a 13.35 11.80 88 1/2 EHS A4 T4b 13.35 3.67 27 286.67 1/2 EHS A4 T5 13.35 4.54 33 112 EHS A4b T5b 13.35 11.80 88 1/2 EHS A4a T5a 13.35 4.38 32 1/2 EHS A4a T5 13.35 4.54 33 112 EHS A4b T5a 13.35 11.80 88 1/2 EHS A4 T5b 13.35 4.38 32 90 deg Ice 50.00 1/2 EHS Al 17 13.35 4.65 34 Page 15 Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:00:59 PM X SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Site Number: 100006117 Elkhorn, NE 68022 Location: Blair East, NE ..T7ii-[1110001:TIii BUD Fax: 402-289-1861 Code: TIA/EIA-222 Rev F 1/2 EHS Alb 17a 13.35 1.21 9 112 EHS Ala 17b 13.35 7.67 57 110.00 1/2 EHS Al 35 13.35 5.62 42 1/2 EHS Alb 35a 13.35 0.77 5 1/2 EHS Ala 35b 13.35 10.25 76 170.00 9/16 EHS Al 53 16.85 7.04 41 9116 EHS Alb 53a 16.85 1.18 7 9/16 EHS Ala 53b 16.85 13.77 81 226.67 1/2 EHS A4 T4 13.35 6.76 50 1/2 EHS A4b T4b 13.35 11.20 83 1/2 EHS A4a T4a 13.35 1.67 12 1/2 EHS A4a T4 13.35 1.77 13 1/2 EHS A4b T4a 13.35 11.29 84 1/2 EHS A4 T4b 13.35 6.40 47 286.67 1/2 EHS A4 T5 13.35 6.91 51 1/2 EHS A4b T5b 13.35 11.03 82 1/2 EHS A4a T5a 13.35 2.53 18 1/2 EHS A4a T5 13.35 2.63 19 1/2 EHS A4b T5a 13.35 11.13 83 1/2 EHS A4 T5b 13.35 6.61 49 Page 16 Copyright Semaan Engineering Solutions, Inc Y 11/5/2009 2:01:00 PM X SMAAN ENGINEERING SOLUTIONS Copyright SemaanEngineering Solutions, Inc 1079 N.204th Avenue Site Number: 100006117 Y 11/5/2009 2:01:00 PM Elkhorn, NE 68022 Location: Blair East, NE Phone: 402-289-1888 Fax: 402-289-1861 Code: TIA/EIA-222 Rev F X Zf` Deflections and Rotations Page 17 Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) 69.28 mph Wind Normal To Face with Ice 220.00 1.4644 0.0013 0.0666 226.67 1.4683 0.0011 0.1073 260.00 1.5825 0.0006 0.1482 273.33 1.6049 0.0005 0.0541 286.67 1.6097 0.0004 0.0386 296.67 1.6270 0.0003 0.1061 69.28 mph Wind at 60 deg From Face with Ice 220.00 1.1059 -0.0002 0.2082 226.67 1.1266 -0.0004 0.2365 260.00 1.3195 -0.0007 0.2872 273.33 1.3745 -0.0008 0.1986 286.67 1.4124 -0.0007 0.1767 296.67 1.4534 -0.0005 0.2438 69.28 mph Wind at 90 deg From Face with Ice 220.00 1.3097 0.0051 0.1527 226.67 1.3183 0.0045 0.1776 260.00 1.4538 0.0020 0.2197 273.33 1.4855 0.0014 0.1465 286.67 1.5003 0.0011 0.1323 296.67 1.5257 0.0011 0.1828 80.00 mph Wind Normal To Face with No Ice 220.00 1.2927 0.0000 0.2355 226.67 1.3164 0.0000 0.2608 260.00 1.5025 0.0002 0.2584 273.33 1.5511 0.0002 0.1668 286.67 1.5835 0.0003 0.1611 296.67 1.6213 0.0003 0.2256 80.00 mph Wind at 60 deg From Face with No Ice 220.00 0.8068 -0.0007 0.1786 226.67 0.8238 -0.0008 0.1976 260.00 0.9794 -0.0007 0.2165 273.33 1.0190 -0.0006 0.1369 286.67 1.0444 -0.0006 0.1294 296.67 1.0770 -0.0004 0.1923 80.00 mph Wind at 90 deg From Face with No Ice 220.00 1.0768 0.0019 0.2056 226.67 1.0968 0.0016 0.2278 260.00 1.2624 0.0006 0.2298 273.33 1.3042 0.0004 0.1463 286.67 1.3317 0.0002 0.1402 296.67 1.3662 0.0001 0.2037 0.0000 0.0000 0.0000 Page 17 I I f n O 0 o� z 0 A m 0 z r 0 O c c m n m IN o m 0 m D z A '� Nna.=151 v m3a; goo v 3o � a 4°3°0 aa,'Oay$oo -F3 a un an o�oo`�O SRa�a a3A o°a a •N a otiL"oc °9� 9.-,rA 8 =g�,4aaa m i 'n2'o na.To o4 J. 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TIME INSPECTION REQUESTED - PERMIT NO - TYPE OF INSPECTION REQUESTED: ❑ CONFERENCE ❑ STATUS CHECK BUILDING: ❑ _ FOOTING ❑ DECK FOOTING ❑ FRAMING ❑ DRYWALL ❑ FINAL ❑PARTIAL PASSED FAILED ❑ COMMENTS: UTILITIES: ❑ SEWER TAP ❑ SEWER ❑ SEPTIC ❑ WATER TAP ❑ REMOTE ❑ WATER SERVICE PASSED FAILED ❑ PARTIAL ❑ ❑ COMMENTS: ELECTRICAL: ❑ ROUGH IN ❑ FINAL ❑ PERMANENT SERVICE ❑ TEMPORARY SERVICE ❑ PRECONNECT PASSED FAILED ❑ PARTIAL ❑ ❑ COMMENTS: MECHANICAL: ❑ ROUGH -IN ❑ A/C ❑ FURNACE ❑ RADIANT HEAT ❑ FINAL ❑ PARTIAL PASSED FAILED ❑ ❑ COMMENTS: PLUMBING: ❑ GROUNDWORK ❑ ROUGH -IN ❑ FINAL ❑ WATER METER INSTALLED ❑ PARTIAL PASSED FAILED ❑ PRESSURE TEST ❑ ❑ COMMENTS: ❑ OCCUPANCY GRANTED ❑ CONDITIONAL OCCUPANCY GRANTED NOTES/REMARKS: INSPECTOR �U` DATE OF INSPECTION MADE: 7-1 0 TIME- I FAXED OPPD\BURT REA TO CONNECT SERVICE: ON BY