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HomeMy WebLinkAboutBLD08-155F0:' Project Information 15 UILIINGEIIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit Type Commercial Miscellaneous Site Address 2911 20TH STREET Project Description Add 3 Antennas and associated equipment cabinets Names Associated with this Project Type Name Contact Applicant Cingular Owner City Of Port Townsend Contractor Oregon Electric Construction Inc Permit # BLD08-155 Project Name Add 3 Antennas to Stranger Lake Parcel # tower 001092004 License Phone # Type License # Exp Date (503) 546-6093 STATE OREGOEC9581 03/24/2009 Fee Information Project Details Project Valuation $20,000.00 Manual Input Building Permit Fee 321.25 Units: 0 Plan Review Fee 208.81 Bedrooms: 0 State Building Code Council Fee 4.50 Bathrooms: Technology Fee for Building Permit 6.43 Record Retention Fee for Building 10.00 Permit Total Fees $ 550.99 Heat Type: Construction Type: Occupancy Type: 20,000 DOLI Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the properly or authorized agent oaf the owner. Print Name V"eee, , ,TC�"ta°� � Date Issued: 08/14/2008 Issued By: FRONTDESK gym, 1 � " ^ Signature ittit' �"'"� _ �""� _ � _ Date Expires: 02/10/2009 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # _._......__��_. �� 6...._...._ DATE RECEIVED ..._ ..... _...._._.m SCOPF OF WORK:I DATE _...mm .__. _ AC ION INITIALS ENTERED INTO CHET _ �_... CA .., to Planning „ m�.....� No evidence _mm_,.__........__ n .. CHECKED FOR COMPLETENESS w .. Al" r..r.�.� c... _------. 1 ]_ c�St ......... —e _.... _____ - ...... ...__.,,� �.... .... _._ _ ... w _ _ �`.. ....... ... _ �.__ �. __.._w� _ ......._� ��. _..�....__ _ ..� ..,.._..... ..e_ ...... ...._ ......._ ... �................ City of Fort Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360) 379-5095 FAX (360) 344-4619 Findings, Conclusions and Decision of the Director DATE: July 10, 2008 SUBJECT: LUP08-161, Personal Wireless Service Facility Application SAI, as agent for AT&T/Cingular Wireless After respectful consideration of the above referenced application, the Port Townsend Director of Development Services hereby adopts the following Findings, Conclusions and Decision. F'indings of Fact SAI, as agent for AT&T/Cingular Wireless, has made application for a Type I modification to a previously approved wireless facility. The purpose of the Type I modification is to add three (3) new wireless panel antennas to complement the six (6) existing panel antennas already located on the wireless facility. In addition, two (2) new equipment cabinets with associated support equipment would be added within the existing fenced lease area. 2. The existing wireless facility consists of a 160-foot tall monopole on a site that is also home to the city's main water tank and standpipe facility. The site is located within the P/OS(B) (Public/ Mixed Use) zoning district.. The subject property is bordered by R-II single family residential zoning to the north, west and south, and more P/OS(B) zoned land to the east. Surrounding properties are predominantly well vegetated and undeveloped with a few scattered homes in the area. The Hamilton Heights Planned Unit Development lies approximately 1,200 feet to the northeast. The project meets the applicable bulk, height, and setback standards for wireless facilities established in the P/OS(B) zoning district. 3. More pertinently, the city water tank site is identified as a preferred location for the sitting of wireless facilities by section 17.78.080 PTMC. Monopoles with a maximum height of 160 feet are permitted on the water tank property. The monopole was originally constructed by Voice Stream Wireless (now known as T-Mobile) in 2000 (LUP99-100). Since that time, Cingular Wireless and Nextel Wireless have both been permitted to co -locate onto the existing tower. 4. Chapter 17.78.140.0 Port Townsend Municipal Code (Personal Wireless Service Facilities) requires approval from the Director of Development Services to modify or change any portion of the site plan or design of a wireless facility. In the review of such requests, the modification is evaluated against 6 criteria. Each criteria is listed below in italics and follows by the Director's finding: AT&T/Cingular Wirelss Type I wireless facility modification LUP08-161 a. Criteria 1: The use will remain the same. The proposed modification will not alter the use the site as a wireless communications facility. b, Criteria 2: The total site coverage and the total area covered by the structures will not increase. No increase in the area covered by structures that was not anticipated by the original wireless permit will occur. The equipment enclosure will remain the same size. Criteria 3: The location and height of the facility will not change. The site is not being relocated and no increase in monopole or antenna height is proposed. The location of AT&T/Cingular's antenna array, located below the existing T-Mobile and Nextel antenna arrays will not change with this request. d. Criteria 4: The use will continue to comply with all conditions of approval of the original permit. All conditions of approval for the original permit will continue to be met by the proposed modification. C. Criteria S: The use will comply with the then existing requirements of the zoning code and this chapter. The proposed modification will comply with all existing requirements of the current zoning code, including the wireless facilities chapter. f, Criteria 6: Viewscapes are not impacted by the proposed change. The addition of three (3) new panel antennas to the existing AT&T/Cingular array will not impact to viewscapes to a material degree. Conclusions The proposed wireless facility modification can be reviewed as a Type I application, subject to review and approval by the Director of Development Services. 2. The proposed wireless facility modification complies with the approval criteria set forth in PTMC 17.78.140.C. The use will remain the same, site coverage, location and overall height are not increased, all conditions of the original permit continue to be met and all applicable standards of the current zoning and wireless facility chapters continue to be met. No material impacts to viewscapes will result from the proposed modification. Decision Based on the foregoing Findings and Conclusions, application for Type I Wireless Facility Modification LUP08-161 is hereby APPROVED subject to compliance with the following CONDITIONS: AT&T/Cingular Wirelss Type I wireless facility modification LUP08-161 Modification of the wireless facility shall be done in strict conformance with the plans submitted for such, including the number, sizes and height for the new antennas, and the number, height and placement of new equipment cabinets. 2. The applicant shall obtain approval of a City building permit prior to beginning construction on the wireless facility modification. All other applicable local, state and federal permits that may be needed to effect the modification shall be obtained prior to beginning construction, including but not limited to the securing of local (City) business licenses by any contractor performing work under the building permit. 3. All other original conditions of approval remain in full effect, including but not limited to providing the City with periodic monitoring reports for noise and RF emissions. Leomard Yarberry, Development Services ...... �-................ Date _ Jul 10 08 01:06P p.2 Commercial Building Pe Project Address & Zoning District: Parcel # 250; Madison Street,Suite 3 t Phone: mit Application �.� Office Use, On Ol � -egal 90e �cri � n � a � Prmrt ) 31ock: It , ot(s) !r As ociated Permits': " Project Description: as Isrwoi+osaI if darrlt t wadiflcetim of an unmanned telcoommumcdiom p f, '.a'Voay, cnntua wimg t s'u9a.)ne�, (1) arnenvus. Also, the addition of(7) i uryrymmc t;u;,b;tu %6Ntun the esis[mg UmSular Lmac arm __ 4 A Applications accepted by mail must include a Y Seethe "Commercial Building Permit Applica plan submittal requirements. Propertv C ner:�, Nara., c `"� ._ Address.0 r 113i aw,I^Zy 4l. Cityisvzlp• !!tL,0f ,� r� C Phone:��." T6 q Email: N _ — M Phone: --) 1 - Bmatl: 1""7 (,r.�,� 6 Contractor: CitylStCip:— Phone; Email: State License # p: City Business License #::� U] NWT I hereby certify that the information Pr 6d is correct, and that all activities associated - itais permit will 1 Print Signatu ack for initial plan review fee of $150 " i Checklist" for details on q Lender Information: _ Lender information must be provided for F. j7 j over $5,000 in valuation per RCW 19.27.t I�las�ae: I v _- Project Valuation: bq� ..... Construction Type-,— Occupancy Rating;' Building Information (square feet): 1 gc floor �_ Restrooms: 2"d floor__ Deck(s). 3nd floor ��IT m Storage: d Basement: '\ Is it finished? Yes No Other: l New ❑ Addition ❑ Remodel/Repair Change of Use ❑ Total Lot Coverage (BuildingFootprint)* Square feet: M 1'/. R� _ impervious Surface:' Square feet: N f/�Ir r the owner or authorized to act on behalf of the ov, with State Laws and the Port Townsend Municipal Dater l Jul 10 08 01:05P P.1 � a T 7110/08 John McDonagh City of Port Townsend Development Services Department 250 Madison Street, Ste. #3 Port Townsend, WA 998368 360-344-3070 office 360-344-4619 fax Re: Land Use and Building Permit Suiam John; Sorry for the owner mistake. Attached are the revised applications. Please 1%me know if you have any qi ZlTha k Eric Frederick. SAI Communications 130 Andover Park East, Suite 300 Seattle, WA 98188 206-551-5099 1 PI Development Services Vaar ro 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone:360-379-5095 Fax: 360-344-4619 �o W www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: �q IV P/os Parcel # Addition. Project Description: This proal 6 for I ly-, mufifiimianoNm �a +Ht cvru�e�aVx auq �utl �dae� ¢ V zturriva�. Also, d od4itiva" 0f(2) equi@ameno cahir�o-e&'s zviffiuwu ttlre exau1u4ag 4."6r, kjjH br lxmc nere ➢ Applications accepted by mail must include a check for initial plan revw t�q of $,150 ➢ See the "Commercial Building Permit Application Checklist' for details plan submittal requirements. Prope O ner: Name: , ,e e" Address: 1 Q, .. -0 City/St/Zip:A-6&\-0- \&\16ei_, 4 Y i4 ` �,W Phone:ze a Email: Contact/Represen Live; Name:EgkC ,,,Vv GAZ, Cow. Address. % a0C7 City/St/Zip:,S c-t as �� Phone: ' _ '� '" Email: " Name: t LL tom ¢ U� Address: i� " City/St/Zip: Phone: gc)�-,.o o 9 ': ? .- ct, Email: State License City Business License # I hereby certify that the information prs vid d is correct, and that all activities associated it"'this permit will to Print Name: Office Use Only Permit Associated Permits: Lender Information Lender inform tidr� must tie `provided for projects over $5,000 in valuation per RCW 19.27.095. Name: WA Project Valuation: $ I Construction Type: Occupancy Rating: Building Information (square feet): 1 st floor Restrooms: 2"d floor Deck(s):_ �. 3`d floor Storage: R Basement: Is it finished? Yes No Other: New ❑ Addition ❑ Remodel/Repair Change of Use ❑ Total Lot Coverage (Building Footprint): Square feet: M t_ % NIA Impervious Surface: Square feet:! Wither the owner or authorized to act on behalf of the owner nce with State Laws and the Port Townsend Municipal Code,, Signature: Date: EXIMIT A LEGAL DESCRIPTION Site Name: Stranger Lake Site I.D. WA709 Site situated in the County of Jefferson, State of Washington commonly described as follows: Legal Description: The'land referred to in'this comitment is.described as follows: The Eabt 1/2 of -the Northeast 1/4 of the Northeast 1/4 of the - ,Northwest 1/4 of Section 9, Township 30 North, Range I West, W.M; EXCEPT right of way dedicated by Auditor's File No. 354633, records of Jefferson County, Washington. Situate in'the County of Jefferson, StateofWashington. -continued- Lessor's T.—tia-1- Lessee's fn;f4ala Note: Lessor and Lessee may, at Lessee's option, replace this Exhibit with an exhibit setting forth the legal description of the property on which the Site is located and/or an as -built drawing depicting the Site. C.wrNDOWS\Dcsktop\Forrn MOA.doc v DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 OREGON ELECTRIC CONST INC 1010 SE 11TH AVE PORTLAND OR 97214-2507 P� REGISTERED AS FIR,11017IDED BYIII AS CONS11.1' C011T (3R[IJEFAL REGIST.. # EXP, DATE ccol OREGOEC958D4 03/24/2009 EFFECTIVE DATE 03/24/2005 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST, # EXP. DATE Ccol OREGOEC958D4 03/24/2009 EFFECTIVE DATE. 03/24/2005 t "'Old V, N- I )fl DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44460 OLYMPIA WA 98504-4460 OREGON ELECTRIC CONST INC 1010 SE 11TH AVE PORTLAND OR 97214 Z7 LICENSED AS PROVIDED BY LAW S. ELEC CONTR GENERAL LICENSE # E�XP, DATE EC'01 , OREGOEC188MF 04/'01 30/209 EFFECTIVE DATE 07/06/1'982 OREGON ELECTRIC COST INC 1010 SE 11TH AVE PORTLAND OR 97214 LICENSED AS PROVIDED BY LAW AS ELEC CONTR ;GENERAL LICENSE # EXP. DATE Ecol OREGOEC188MF 04/30/2,009 EFFECTIVE., DATE 0-7/66/1982.; OREGON Eli,EC7Rl(.' CONST T"NC 1010 SIE 1-177HAVE PORTI.iAND, OR" 91723,4, T, �ES' OF L"'OWR /\N:!) And St I ldcjod'�CaHkml In I 11,0 f d 1079 N. 204t" Avenue Elkhorn, NE 68022 Ph: 402-289-1888 Fax: 402-289-1861 156 ft Newmark Monopole Structural Analysis Prepared for: T-Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Site: SE06104A / PT Reservoir / AT&T Wireless PT Reservoir, WA June 10, 2008 t J' T.Ci,`dw� I, o iri)m Ms. Kathleen Walton T-Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number SE061 4'A -- ff ftgenmir, OLA. Dear Ms. Walton: 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 156 ft Newmark Monopole. Refer to Newmark design # 00-212 dated March 28, 2000 for a detailed descripion of the structure. The tower was analyzed using Semaan Engineering Solutions' software suitefor 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 80 mph and 1/2" radial ice with reduced wind speed (fastest mile). This is in conformance with the IBC 2006: Section 1609.1.1, Exception (4) and Section 3108.4. Wind is applied to the structure, accessories and antennas. * Page 2 The following loads were used in the tower analysis: Elev (ft) Qty Antennas Mounts Coax Carrier 156.0 12 S20045A1 LNA Platform w/Rail (24)1 5/8" T-Mobile 12 RR65-19-OODP 143.0 9 DB848H90E XY (3) T-Arms (15)1 5/8" Sprint-Nextel 3 RR65-18-00DPL2 (outside) 130.0 1 4' Dish (3) T-Arms (1) 1 5/8" AT&T (outside) Wireless 125.0 1 4 ft HP Dish Dish Mount (1) 7/8" (outside) T-Mobile 90.0 1 4 ft HP Dish Dish Mount (1) 7/8" (outside) Sprint-Nextel Proposed Loads: Elev (ft) Qty Antennas Mounts Coax Carrier 6 RET 86010025 130.0 6 Diplexers On existing (3) T-Arms (12)1 5/8" AT&T 6 TMAs (outside) Wireless 9 Kathrein 742 265 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 with the exception of those (as noted). These lines are assumed strapped tightly to the pole. 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: 78.1 %. 0 Page 3 Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft kips) 4.250.00 3.325.96 78.3 Shear (kips) 37.00 30.55 82.6 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 80 mph and 1 /2" radial ice with reduced wind speed. • Page 4 SEMAAN ENGINEERING SOLUTIONS 1079 N.204th Avenue Elkhorn, NE 68022 Phone:402-289-1888 Fax: 402-289-1861 Copyright Semaan Engineering Solutions, Inc 156'-0" 150'-0" 143'-0„ 136-9" 133,_7„ 130 -0 125'-0„ 22'-5" 3/16" Thick (65 KSI) 38" 39'-9" 5/16" Thick (65 KSI) 53" 156'-0" 53'-9" 3/8" Thick (65 KSI) 73" 53'-9" 3/8" Thick (65 KSI) Job Information Pole: SE06104A Code: TIA/EIA-222 Rev F Description : Client : T-Mobile USA -WA Location : PT Reservoir, WA Shape : 18 Sides Base Elev (ft): 1.00 Height: 156.00 (ft) Taper: 0.276718(in/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 53.750 44.56 59.43 0.375 0.000 0.276718 65 2 53.750 32.12 46.99 0.375 Slip Joint 73.000 0.276718 65 3 39.750 22.97 33.97 0.313 Slip Joint 53.000 0.276718 65 4 22.417 18.02 24.22 0.188 Slip Joint 38.000 0.276718 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) City Description 156.000 157.500 1 Platform w/Rail 156.000 156.000 12 S20045A1 LNA 156.000 156.000 12 RR65-19-OODP 150.000 153.500 1 Beacon 143.000 143.000 9 DB848H90E XY 143.000 143.000 3 T-Arms 143.000 143.000 3 RR65-18-OODPL2 130.000 130.000 1 4' Dish 130.000 130.000 6 RET 860 10025 130.000 130.000 6 Diplexers 130.000 130.000 6 TMAs 130.000 130.000 3 T-Arms 130.000 130.000 9 Kathrein 742 265 125.000 125.000 1 4 ft HP Dish gn_nnn -90.000 1 d ft HP Dish Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 90.000 7/8" Coax Yes 0.000 125.0 7/8" Coax Yes 0.000 130.0 1 5/8" Coax Yes 0.000 130.0 1 5/8" Coax Yes 0.000 143.0 1 5/8 coax Yes 0.000 156.0 1 5/8" Coax No Load Cases No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice Twist/Swav 50.00 mph Wind with No Ice Reactions Moment Shear Axial Load Case (Kip-ft) (Kips) (Kips) No Ice 3325.96 30.55 38.21 Ice 2926.93 26.53 51.86 Twist/Sway 1300.36 11.93 38.25 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) Twist/Sway 90.00 11.236 1.253 Twist/Sway 125.00 22.498 1.810 Twist./Sway 130.00 24.428 1.872 22'-5" 3/16" Thick (65 M) 38" 39'-9" 5/16" Thick (65 iStl) 53' 156'-0" 53'-9" 3/8" Thick (65 KSi) 73" 53'-9" 3/8" Thick (65 KSI) F. I 2 Load Case: No Ice Max Stress 78.1 % at O.Oft btresses I ksi Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA y 6/10/2008 9:06:08 AP Height: 156.0 (ft) Page: 1 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) � l « «r: Sect Lenath Thick Num (ft) (in) Fv Joint (ksi) Tvpe Slip Joint Len (in) Weiaht Ob) Dia Elev (in) (ft) Bottom Area Ix (sgin) (in"4) Wlt Dlt Ratio Ratio Dia Elev Area (in) (ft) (spin) Top Ix (in"4) W/t Ratio D/t Taper Ratio (in/ft) 1 53.750 0.3750 65 0.00 11,238 59.43 0.000 70.30 30982.8 26.54 158.5 44.56 53.75 52.59 12975.6 19.54 118.84 0.27672 2 53.750 0.3750 65 Slip Joint 73.00 8,530 46.99 47.66 55.49 15239.4 20.69 125.3 32.12 101.4 37.79 4812.5 13.69 85.66 0.27672 3 39.750 0.3125 65 Slip Joint 53.00 3,778 33.97 97.00 33.38 4778.5 17.76 108.7 22.97 136.7 22.47 1457.9 11.55 73.51 0.27672 4 22.417 0.1875 65 Slip Joint 38.00 950 24.22 133.5 14.30 10".0 21.37 129.1 18.02 156.0 10.61 426.4 15.54 96.11 0.27672 Shaft Weight 24,497 Attach No Ice Ice Distance Vert FIPv Weiqht CaAa CaAa Weiqht CaAa CaAa From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 156.0 Platform w/Rail 1 2500.00 35.850 1.00 3500.00 40.460 1.00 0.000 1.500 156.0 S20045A1 LNA 12 9.92 0.762 0.74 15.03 0.953 0.74 0.000 0.000 156.0 RR65-19-OODP 12 23.00 6.000 0.67 52.00 6.850 0.67 0.000 0.000 150.0 Beacon 1 200.00 5.000 1.00 400.00 7.500 1.00 0.000 3.500 143.0 DB848H90E XY 9 28.00 8.360 1.00 78.00 9.250 1.00 0.000 0.000 143.0 T-Arms 3 258.0010.670 0.67 336.00 14.200 0.67 0.000 0.000 143.0 RR65-18-OODPL2 3 13.50 4.356 1.00 35.92 4.988 1.00 0.000 0.000 130.0 4' Dish 1 188.00 20.910 1.00 277.00 21.790 1.00 0.000 0.000 130.0 RET 860 10025 6 1.16 0.177 0.92 2.81 0.285 0.92 0.000 0.000 130.0 DiMexers 6 5.60 0.521 0.67 8.84 0.673 0.67 0.000 0.000 130.0 TMAs 6 13.20 0.690 0.67 18.25 0.870 0.67 0.000 0.000 130.0 T-Arms 3 258.0010.670 0.67 336.00 14.200 0.67 0.000 0.000 130.0 Kathrein 742 265 9 52.90 7.715 1.00 96.25 8.492 1.00 0.000 0.000 125.0 4 ft HP Dish 1 170.00 15.860 1.00 280.00 16.520 1.00 0.000 0.000 90.00 4 ft HP Dish 1 170.00 15.860 1.00 280.00 16.520 1.00 0.000 0.000 Totals 74 6059.38 9412.77 Number of Loadings: 15 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 0.00 156.00 (24)1 5/8" Coax 24.00 0.00 24.00 0.00 N 0.00 143.00 (15)1 5/8 coax 15.00 0.60 37.50 0.90 Y 0.00 130.00 (12)1 5/8" Coax 12.00 0.40 36.00 0.60 Y 0.00 130.00 (1)1 5/8" Coax 1.04 0.00 2.50 0.00 Y 0.00 125.00 M 17/8" Coax 0.52 0.00 0.75 0.00 Y 0.00 90.00 (1) 7/8" Coax 0.52 0.00 0.75 0.00 Y Total Weight 7,695.97(lb) 14,272.75(lb) Pole: SE06104A Code: TIA/EIA-222 Rev F opyrigtH Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:08 All Height: 156.0 (ft) Page: 2 Shape : 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Segment Properties (Max Len : 5ft) Seq Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (in A2) (in A4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.3750 59.438 70.297 30.982.8 26.54 158.50 65 51 0.0 5.00 0.3750 58.054 68.650 28.856.0 25.89 154.81 65 51 1.182.0 10.00 0.3750 56.671 67.004 26,828.8 25.24 151.12 65 52 1.154.0 15.00 0.3750 55.287 65.357 24.898.9 24.59 147.43 65 52 1.126.0 20.00 0.3750 53.904 63.710 23.063.9 23.94 143.74 65 52 1.098.0 25.00 0.3750 52.520 62.063 21,321.2 23.28 140.05 65 52 1,069.9 30.00 0.3750 51.136 60.417 19,668.7 22.63 136.36 65 52 1.041.9 35.00 0.3750 49.753 58.770 18,103.8 21.98 132.67 65 52 1,013.9 40.00 0.3750 48.369 57.123 16,624.2 21.33 128.98 65 52 985.9 45.00 0.3750 46.986 55.476 15.227.5 20.68 125.29 65 52 957.9 47.67 Bot - Section 2 0.3750 46.248 54.598 14,515.7 20.34 123.33 65 52 499.4 50.00 0.3750 45.602 53.829 13,911.3 20.03 121.61 65 52 868.0 53.75 Top - Section 1 0.3750 45.314 53.487 13.647.6 19.90 120.84 65 52 1,369.4 55.00 0.3750 44.968 53.075 13,334.8 19.73 119.92 65 52 226.6 60.00 0.3750 43.585 51.429 12,131.7 19.08 116.23 65 52 889.0 65.00 0.3750 42.201 49.782 11,003.3 18.43 112.54 65 52 861.0 70.00 0.3750 40.818 48.135 9.947.0 17.78 108.85 65 52 833.0 75.00 0.3750 39.434 46.488 8.960.7 17.13 105.16 65 52 805.0 80.00 0.3750 38.050 44.842 8,041.8 16.48 101.47 65 52 776.9 85.00 0.3750 36.667 43.195 7.187.9 15.83 97.78 65 52 748.9 90.00 0.3750 35.283 41.548 6.396.8 15.18 94.09 65 52 720.9 95.00 0.3750 33.900 39.901 5.665.9 14.53 90.40 65 52 692.9 97.00 Bot - Section 3 0.3750 33.346 39.243 5.389.9 14.27 88.92 65 52 269.3 100.0 0.3750 32.516 38.255 4.993.0 13.88 86.71 65 52 732.2 101.4 Top - Section 2 0.3125 32.749 32.172 4,276.6 17.07 104.80 65 52 339.3 105.0 0.3125 31.758 31.188 3,896.3 16.51 101.62 65 52 386.3 110.0 0.3125 30.374 29.816 3,404.3 15.73 97.20 65 52 519.0 115.0 0.3125 28.990 28.444 2,955.5 14.95 92.77 65 52 495.6 120.0 0.3125 27.607 27.072 2,548.0 14.17 88.34 65 52 472.3 125.0 0.3125 26.223 25.699 2.179.9 13.39 83.91 65 52 448.9 130.0 0.3125 24.840 24.327 1.849.0 12.61 79.49 65 52 425.6 133.5 Bot - Section 4 0.3125 23.848 23.343 1.633.7 12.05 76.31 65 52 290.6 135.0 0.3125 23.456 22.955 1,553.4 11.82 75.06 65 52 180.0 136.7 Top - Section 3 0.1875 23.347 13.782 933.9 20.54 124.52 65 52 218.2 140.0 0.1875 22.447 13.247 829.3 19.70 119.72 65 52 149.5 143.0 0.1875 21.617 12.753 739.9 18.92 115.29 65 52 132.7 145.0 0.1875 21.064 12.424 684.1 18.40 112.34 65 52 85.7 150.0 0.1875 19.680 11.600 556.9 17.10 104.96 65 52 204.4 155.0 0.1875 18.297 10.777 446.5 15.80 97.58 65 52 190.4 156.0 0.1875 18.020 10.612 426.4 15.54 96.11 65 52 36.4 24,496.7 Pole: SE06104A Code: TWEIA-222 Rev F C pyri trl Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:08 A( Height: 156.0 (ft) Page: 3 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (SO (lb) (lb) (lb) 0.00 0.00 1.00 16.384 27.68 396.25 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.68 387.02 0.650 0.00 5.00 24.478 15.91 440.5 0.0 1,182.0 10.00 0.00 1.00 16.384 27.68 377.80 0.650 0.00 5.00 23.901 15.54 430.2 0.0 1.154.0 15.00 0.00 1.00 16.384 27.68 368.58 0.650 0.00 5.00 23.325 15.16 419.8 0.0 1,126.0 20.00 0.00 1.00 16.384 27.68 359.35 0.650 0.00 5.00 22.748 14.79 409.4 0.0 1,098.0 25.00 0.00 1.00 16.384 27.68 350.13 0.650 0.00 5.00 22.172 14.41 399.0 0.0 1.069.9 30.00 0.00 1.00 16.384 27.68 340.90 0.650 0.00 5.00 21.595 14.04 388.7 0.0 1.041.9 35.00 0.00 1.02 16.796 28.38 335.83 0.650 0.00 5.00 21.019 13.66 387.8 0.0 1.013.9 40.00 0.00 1.0617.432 29.46 332.61 0.650 0.00 5.00 20.442 13.29 391.5 0.0 985.9 45.00 0.00 1.10 18.015 30.44 328.45 0.650 0.00 5.00 19.866 12.91 393.1 0.0 957.9 47.67 Bot - Section 2 0.00 1.11 18.307 30.93 325.91 0.650 0.00 2.67 10.359 6.73 208.3 0.0 499.4 50.00 0.00 1.1318.554 31.35 323.52 0.650 0.00 2.33 9.076 5.90 185.0 0.0 868.0 53.75 Top - Section 1 0.00 1.1518.934 31.99 319.37 0.650 0.00 3.75 14.323 9.31 297.9 0.0 1.369.4 55.00 0.00 1.16 19.056 32.20 323.31 0.650 0.00 1.25 4.702 3.06 98.4 0.0 226.6 60.00 0.00 1.1919.528 33.00 317.22 0.650 0.00 5.00 18.449 11.99 395.7 0.0 889.0 65.00 0.00 1.21 19.972 33.75 310.62 0.650 0.00 5.00 17_R72 11.62 392.1 0.0 861.0 70.00 0.00 1.24 20.393 34.46 303.59 0.650 0.00 5.00 17.296 11.24 387.5 0.0 833.0 75.00 0.00 1.26 20.794 35.14 296.16 0.650 0.00 5.00 16.719 10.87 381.9 0.0 805.0 80.00 0.00 1.29 21.176 35.78 288.38 0.650 0.00 5.00 16.143 10.49 375.5 0.0 776.9 85.00 0.00 1.31 21.541 36.40 280.29 0.650 0.00 5.00 15.566 10.12 368.3 0.0 748.9 90.00 Appertunance(s) 0.00 1.33 21.892 36.99 271.90 0.650 0.00 5.00 14.990 9.74 360.5 0.0 720.9 95.00 0.00 1.35 22.229 37.56 263.24 0.650 0.00 5.00 14.413 9.37 351.9 0.0 692.9 97.00 Bot - Section 3 0.00 1.36 22.360 37.78 259.70 0.650 0.00 2.00 5.604 3.64 137.6 0.0 269.3 100.0 0.00 1.37 22.554 38.11 254.33 0.650 0.00 3.00 8.389 5.45 207.8 0.0 732.2 101.4 Top - Section 2 0.00 1.38 22.644 38.26 251.77 0.650 0.00 1.42 3.889 2.53 96.7 0.0 339.3 105.0 0.00 1.39 22.867 38.64 250.12 0.650 0.00 3.58 9.631 6.26 241.9 0.0 386.3 110.0 0.00 1.41 23.171 39.15 240.80 0.650 0.00 5.00 12.944 8.41 329.5 0.0 519.0 115.0 0.00 1.43 23.464 39.65 231.28 0.650 0.00 5.00 12.368 8.04 318.8 0.0 495.6 120.0 0.00 1.45 23.749 40.13 221.58 0.650 0.00 5.00 11.791 7.66 307.6 0.0 472.3 125.0 Auoertunance(s) 0.00 1.46 24.025 40.60 211.69 0.650 0.00 5.00 11.215 7.29 296.0 0.0 448.9 130.0 Appertunance(s) 0.00 1.48 24.294 41.05 201.64 0.650 0.00 5.00 10.638 6.91 283.9 0.0 425.6 133.5 Bot - Section 4 0.00 1.49 24.482 41.37 194.34 0.650 0.00 3.58 7.269 4.73 195.5 0.0 290.6 135.0 0.00 1.49 24.555 41.49 191.43 0.650 0.00 1.42 2.836 1.84 76.5 0.0 180.0 136.7 Top - Section 3 0.00 1.50 24.645 41.65 187.82 0.650 0.00 1.75 3.440 2.24 93.1 0.0 218.2 140.0 0.00 1.51 24.810 41.92 184.15 0.650 0.00 3.25 6.201 4.03 169.0 0.0 149.5 143.0 Aooertunance(s) 0.00 1.52 24.959 42.18 177.87 0.650 0.00 3.00 5.508 3.58 151.0 0.0 132.7 145.0 0.00 1.52 25.058 42.34 173.66 0.650 0.00 2.00 3.557 2.31 97.9 0.0 85.7 150.0 Anvertunance(s) 0.00 1.54 25.300 42.75 163.03 0.650 0.00 5.00 8.488 5.52 235.9 0.0 204.4 155.0 0.00 1.55 25.537 43.15 152.28 0.650 0.00 5.00 7.912 5.14 221.9 0.0 190.4 156.0 Appertunance(s) 0.00 1.56 25.583 43.23 150.11 0.650 0.00 1.00 1.513 0.98 42.5 0.0 36.4 Totals: 156.00 10,966.5 0.0 24,496.7 Pole: SE06104A Code: TIA/EIA-222 Rev F CopwrightSemaan Engineering Solutions, Inc Location : PT Reservoir, WA °Y 6/10/2008 9:06:08 All Height: 156.0 (ft) Page: 4 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) MMMMMMMMMM Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 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) (lb) 90.00 4 ft HP Dish 1 21.892 36.997 1.00 15.86 0.000 0.000 586.78 0.00 0.00 170.00 125.0 4 ft HP Dish 1 24.025 40.602 1.00 15.86 0.000 0.000 643.95 0.00 0.00 170.00 130.0 4' Dish 1 24.294 41.056 1.00 20.91 0.000 0.000 858.48 0.00 0.00 188.00 130.0 RET 860 10025 6 24.294 41.056 0.92 0.98 0.000 0.000 40.11 0.00 0.00 6.94 130.0 Diplexers 6 24.294 41.056 0.67 2.08 0.000 0.000 85.59 0.00 0.00 33.60 130.0 TMAs 6 24.294 41.056 0.67 2.76 0.000 0.000 113.37 0.00 0.00 79.20 130.0 T-Arms 3 24.294 41.056 0.67 21.35 0.000 0.000 876.58 0.00 0.00 774.00 130.0 Kathrein 742 265 9 24.294 41.056 1.00 69.43 0.000 0.000 2.850.75 0.00 0.00 476.10 143.0 DB848H90E XY 9 24.959 42.181 1.00 75.24 0.000 0.000 3,173.69 0.00 0.00 252.00 143.0 T-Arms 3 24.959 42.181 0.67 21.35 0.000 0.000 900.47 0.00 0.00 774.00 143.0 RR65-18-OODPL2 3 24.959 42.181 1.00 13.07 0.000 0.000 551.23 0.00 0.00 40.50 150.0 Beacon 1 25.466 43.038 1.00 5.00 0.000 3.500 215.19 0.00 753.17 200.00 156.0 Platform w/Rail 1 25.653 43.354 1.00 35.85 0.000 1.500 1,554.23 0.00 2,331.34 2,500.00 156.0 S20045A1 LNA 12 25.583 43.236 0.74 6.77 0.000 0.000 292.56 0.00 0.00 119.04 156.0 RR65-19-OODP 12 25.583 43.236 0.67 46.02 0.000 o_w 2.076.37 0.00 0.00 276.00 14,819.33 6,059.38 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:08 Al Height: 156.0 (ft) Page: 5 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 - ,r Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load (ft) Description To Wind (ft) fib/ft) (sf/ft) (Psf) (Ib) (Ib) 5.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 16.384 83.07 75.00 5.00 02) 1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 5.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 5.00 (1)7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 5.00 (1)7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 10.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 16.384 83.07 75.00 10.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 10.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 10.00 (117/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 10.00 (1)7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 15.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 16.384 83.07 75.00 15.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 15.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 15.00 (117/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 15.00 (117/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 20.00 11511 5/8 coax Yew 5.00 15.00 0.60 16.384 83.07 75.00 20.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 20.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 20.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 20.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 25.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 16.384 83.07 75.00 25.00 02) 1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 25.00 (111 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 25.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 25.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 30.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 16.384 83.07 75.00 30.00 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 30.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 30.00 (1)7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 30.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.384 0.00 2.60 35.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 16.796 85.16 75.00 35.00 02) 1 5/8" Coax Yes 5.00 12.00 0.40 16.796 56.77 60.00 35.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 16.796 0.00 5.20 35.00 (1)7/8" Coax Yes 5.00 0.52 0.00 16.796 0.00 2.60 35.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 16.796 0.00 2.60 40.00 (151 1 5/8 coax Yes 5.00 15.00 0.60 17.432 88.38 75.00 40.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 17.432 58.92 60.00 40.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 17.432 0.00 5.20 40.00 (1)7/8" Coax Yes 5.00 0.52 0.00 17.432 0.00 2.60 40.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 17.432 0.00 2.60 45.00 05) 1 5/8 coax Yes 5.00 15.00 0.60 18.015 91.34 75.00 45.00 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 18.015 60.89 60.00 45.00 (111 5/8" Coax Yes 5.00 1.04 0.00 18.015 0.00 5.20 45.00 (1)7/8" Coax Yes 5.00 0.52 0.00 18.015 0.00 2.60 45.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 18.015 0.00 2.60 47.67 0 5)1 5/8 coax Yes 2.67 15.00 0.60 18.307 49.50 40.00 47.67 (12)1 5/8" Coax Yes 2.67 12.00 0.40 18.307 33.00 32.00 47.67 (1) 1 5/8" Coax Yes 2.67 1.04 0.00 18.307 0.00 2.77 47.67 (1)7/8" Coax Yes 2.67 0.52 0.00 18.307 0.00 1.39 47.67 (1) 7/8" Coax Yes 2.67 0.52 0.00 18.307 0.00 1.39 50.00 (15)1 5/8 coax Yes 2.33 15.00 0.60 18.554 43.90 35.00 Pole: SE06104A Location : PT Reservoir, WA Height: 156.0 (ft) Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Code: TIA/EIA-222 Rev F Base Elev : 1.000 (ft) Copyright Semaan Engineering Solufions, Inc I 6/10/2008 9:06:08 All Page: 6 Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 50.00 (1211 5/8" Coax Yes 2.33 12.00 0.40 18.554 29.27 28.00 50.00 (1)1 5/8" Coax Yes 2.33 1.04 0.00 18.554 0.00 2.43 50.00 (1) 7/8" Coax Yes 2.33 0.52 0.00 18.554 0.00 1.21 50.00 (1) 7/8" Coax Yes 2.33 0.52 0.00 18.554 0.00 1.21 53.75 0 5)1 5/8 coax Yes 3.75 15.00 0.60 18.934 72.00 56.25 53.75 (12)1 5/8" Coax Yes 3.75 12.00 0.40 18.934 48.00 45.00 53.75 (1) 1 5/8" Coax Yes 3.75 1.04 0.00 18.934 0.00 3.90 53.75 (1) 7/8" Coax Yes 3.75 0.52 0.00 18.934 0.00 1.95 53.75 (117/8" Coax Yes 3.75 0.52 0.00 18.934 0.00 1.95 55.00 0 5) 15/8 coax Yes 1.25 15.00 0.60 19.056 24.15 18.75 55.00 0 2) 15/8" Coax Yes 1.25 12.00 0.40 19.056 16.10 15.00 55.00 (1)1 5/8" Coax Yes 1.25 1.04 0.00 19.056 0.00 1.30 55.00 (1) 7/8" Coax Yes 1.25 0.52 0.00 19.056 0.00 0.65 55.00 (1) 7/8" Coax Yes 1.25 0.52 0.00 19.056 0.00 0.65 60.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 19.528 99.01 75.00 60.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 19.528 66.00 60.00 60.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 19.528 0.00 5.20 60.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 19.528 0.00 2.60 60.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 19.528 0.00 2.60 65.00 (151 1 5/8 coax Yes 5.00 15.00 0.60 19.972 101.26 75.00 65.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 19.972 67.51 60.00 65.00 (111 5/8" Coax Yes 5.00 1.04 0.00 19.972 0.00 5.20 65.00 (117/R" Coax Yes 5.00 0.52 0.00 19.972 0.00 2.60 65.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 19.972 0.00 2.60 70.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 20.393 103.39 75.00 70.00 0 2) 15/8" Coax Yes 5.00 12.00 0.40 20.393 68.93 60.00 70.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 20.393 0.00 5.20 70.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 20.393 0.00 2.60 70.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 20.393 0.00 2.60 75.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 20.794 105.42 75.00 75.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 20.794 70.28 60.00 75.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 20.794 0.00 5.20 75.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 20.794 0.00 2.60 75.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 20.794 0.00 2.60 80.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 21.176 107.36 75.00 80.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 21.176 71.57 60.00 80.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 21.176 0.00 5.20 80.00 (1)7/8" Coax Yes 5.00 0.52 0.00 21.176 0.00 2.60 80.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 21.176 0.00 2.60 85.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 21.541 109.21 75.00 85.00 0 2) 15/8" Coax Yes 5.00 12.00 0.40 21.541 72.81 60.00 85.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 21.541 0.00 5.20 85.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 21.541 0.00 2.60 85.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 21.541 0.00 2.60 90.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 21.892 110.99 75.00 90.00 0 2) 15/8" Coax Yes 5.00 12.00 0.40 21.892 73.99 60.00 90.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 21.892 0.00 5.20 90.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 21.892 0.00 2.60 90.00 (117/8" Coax Yes 5.00 0.52 0.00 21.892 0.00 2.60 95.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 22.229 112.70 75.00 95.00 (12) l 5/8" Coax Yes 5.00 12.00 0.40 22.229 75.13 60.00 95.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 22.229 0.00 5.20 95.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 22.229 0.00 2.60 97.00 0 5) 15/8 coax Yes 2.00 15.00 0.60 22.360 45.35 30.00 97.00 (12)1 5/8" Coax Yes 2.00 12.00 0.40 22.360 30.23 24.00 97.00 (111 5/8" Coax Yes 2.00 1.04 0.00 22.360 0.00 2.08 97.00 (1) 718" Coax Yes 2.00 0.52 0.00 22.360 0.00 1.04 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA Y 6/10/2008 9:06:09 All Height: 156.0 (ft) Page: 7 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (inlft) Base Elev : 1.000 (ft)MOMMOMMOOMMMMON Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor. 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 100.0 0 5) 15/8 coax Yes 3.00 15.00 0.60 22.554 68.61 45.00 100.0 (12) 1 5/8" Coax Yes 3.00 12.00 0.40 22.554 45.74 36.00 100.0 (1) 1 518" Coax Yes 3.00 1.04 0.00 22.554 0.00 3.12 100.0 (1) 7/8" Coax Yes 3.00 0.52 0.00 22.554 0.00 1.56 101.4 0 5) 15/8 coax Yes 1.42 15.00 0.60 22.644 32.53 21.25 101.4 0 2) 15/8" Coax Yes 1.42 12.00 0.40 22.644 21.69 17.00 101.4 (1) 1 5/8" Coax Yes 1.42 1.04 0.00 22.644 0.00 1.47 101.4 (1) 7/8" Coax Yes 1.42 0.52 0.00 22.644 0.00 0.74 105.0 (15) 1 5/8 coax Yes 3.58 15.00 0.60 22.867 83.09 53.75 105.0 0 2) 15/8" Coax Yes 3.58 12.00 0.40 22.867 55.39 43.00 105.0 (1)1 5/8" Coax Yes 3.58 1.04 0.00 22.867 0.00 3.73 105.0 (1) 7/8" Coax Yes 3.58 0.52 0.00 22.867 0.00 1.86 110.0 (15)1 5/8 coax Yes 5.00 15.00 0.60 23.171 117.47 75.00 110.0 (12)1 5/8" Coax Yes 5.00 12.00 0.40 23.171 78.32 60.00 110.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 23.171 0.00 5.20 110.0 (1) 7/8" Coax Yes 5.00 0.52 0.00 23.171 0.00 2.60 115.0 (15)1 5/8 coax Yes 5.00 15.00 0.60 23.464 118.96 75.00 115.0 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 23.464 79.31 60.00 115.0 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 23.464 0.00 5.20 115.0 (1) 7/8" Coax Yes 5.00 0.52 0.00 23.464 0.00 2.60 120.0 (151 1 5/8 coax Yes 5.00 15.00 0.60 23.749 120.41 75.00 120.0 (1211 5/8" Coax Yes 5.00 12.00 0.40 23.749 80.27 60.00 120.0 1111 5/8" Coar Yes 5.00 1.04 0.00 23.749 0.00 5.20 120.0 (1) 7/8" Coax Yes 5.00 0.52 0.00 23.749 0.00 2.60 125.0 (15)1 5/8 coax Yes 5.00 15.00 0.60 24.025 121.81 75.00 125.0 0 2) 15/8" Coax Yes 5.00 12.00 0.40 24.025 81.20 60.00 125.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 24.025 0.00 5.20 125.0 (1)7/8" Coax Yes 5.00 0.52 0.00 24.025 0.00 2.60 130.0 (151 1 5/8 coax Yes 5.00 15.00 0.60 24.294 123.17 75.00 130.0 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 24.294 82.11 60.00 130.0 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 24.294 0.00 5.20 133.5 (15)1 5/8 coax Yes 3.58 15.00 0.60 24.482 88.95 53.75 135.0 0 5) 15/8 coax Yes 1.42 15.00 0.60 24.555 35.27 21.25 136.7 (15)1 5/8 coax Yes 1.75 15.00 0.60 24.645 43.73 26.25 140.0 05) 1 5/8 coax Yes 3.25 15.00 0.60 24.810 81.76 48.75 143.0 (151 1 5/8 coax Yes 3.00 15.00 0.60 24.959 75.93 45.00 Totals: 4,714.94 3,951.97 Pole: SE06104A Code: TIAIEIA-222 Rev F 'olx t+ Iit'SemaanEngineeringSolutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:09 AA Height: 156.0 (ft) Page: 8 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 w 6• Seg Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) (lb) (lb) (lb-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 578.99 1,447.42 0.00 0.00 10.00 568.61 1.419.40 0.00 0.00 15.00 558.24 1,391.38 0.00 0.00 20.00 547.86 1,363.36 0.00 0.00 25.00 537.48 1,335.35 0.00 0.00 30.00 527.11 1,307.33 0.00 0.00 35.00 529.74 1,279.31 0.00 0.00 40.00 538.76 1.251.29 0.00 0.00 45.00 545.35 1,223.27 0.00 0.00 47.67 290.84 640.96 0.00 0.00 50.00 258.14 991.84 0.00 0.00 53.75 417.89 1.568.45 0.00 0.00 55.00 138.69 292.98 0.00 0.00 60.00 560.76 1.154.41 0.00 0.00 65.00 560.87 1.126.39 0.00 0.00 70.00 559.78 1,098.37 0.00 0.00 75.00 557.61 1,070.36 0.00 0.00 80.00 554.44 1,042.34 0.00 0.00 85.00 550.37 1,014.32 0.00 0.00 90.00 1,132.24 1,156.30 0.00 0.00 95.00 539.79 955.68 0.00 0.00 97.00 213.22 374.43 0.00 0.00 100.0 322.19 889.83 0.00 0.00 101.4 150.96 413.77 0.00 0.00 105.0 380.42 574.62 0.00 0.00 110.0 525.25 781.76 0.00 0.00 115.0 517.05 758.41 0.00 0.00 120.0 508.28 735.06 0.00 0.00 125.0 1,142.93 881.72 0.00 0.00 130.0 5,314.06 2,243.61 0.00 0.00 133.5 284.45 430.38 0.00 0.00 135.0 111.78 235.23 0.00 0.00 136.7 136.86 286.44 0.00 0.00 140.0 250.77 276.21 0.00 0.00 143.0 4.852.32 1.316.21 0.00 0.00 145.0 97.90 133.67 0.00 0.00 150.0 451.10 524.37 0.00 753.17 155.0 221.94 310.36 0.00 0.00 156.0 3,965.68 2,955.43 0.00 2,331.34 Totals: 30,500.73 38,252.02 0.00 3,084.51 Pole : SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA X 6/10/2008 9:06:09 AA Height: 156.0 (ft) Page: 9 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 24 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-ki s (ft-kips) (in) (in) (in) (deg) 0.00 -30.551 -38.211 0.000 0.000 0.000 -3,325.962 0.000 0.000 0.000 0.000 5.00 -30.067 -36.685 0.000 0.000 0.000 -3.173.208 -0.081 0.000 0.081 -0.149 10.00 -29.588 -35.188 0.000 0.000 0.000 -3,022.874 -0.319 0.000 0.319 -0.302 15.00 -29.114 -33.721 0.000 0.000 0.000 -2,874.937 -0.720 0.000 0.720 -0.458 20.00 -28.644 -32.281 0.000 0.000 0.000 -2,729.371 -1.286 0.000 1.286 -0.618 25.00 -28.180 -30.871 0.000 0.000 0.000 -2,586.151 -2.022 0.000 2.022 -0.782 30.00 -27.721 -29.490 0.000 0.000 0.000 -2,445.252 -2.932 0.000 2.932 -0.950 35.00 -27.254 -28.138 0.000 0.000 0.000 -2,306.650 -4.019 0.000 4.019 -1.122 40.00 -26.772 -26.815 0.000 0.000 0.000 -2.170.384 -5.289 0.000 5.289 -1.298 45.00 -26.259 -25.542 0.000 0.000 0.000 -2,036.527 -6.745 0.000 6.745 -1.478 47.67 -25.992 -24.866 0.000 0.000 0.000 -1,966.503 -7.600 0.000 7.600 -1.578 50.00 -25.754 -23.830 0.000 0.000 0.000 -1,905.856 -8.393 0.000 8.393 -1.666 53.75 -25.326 -22.233 0.000 0.000 0.000 -1,809.278 -9.759 0.000 9.759 -1.809 55.00 -25.223 -21.893 0.000 0.000 0.000 -1.777.621 -10.240 0.000 10.240 -1.858 60.00 -24.690 -20.679 0.000 0.000 0.000 -1.651.509 -12.294 0.000 12.284 -2.041 65.00 -24.152 -19.495 0.000 0.000 0.000 -1.528.061 -14.521 0.000 14.521 -2.227 70.00 -23.609 -18.342 0.000 0.000 0.000 -1,407.305 -16.955 0.000 16.955 -2.417 75.00 -23.064 -17.219 0.000 0.000 0.000 -1,289.261 -19.590 0.000 19.590 -2.610 80.00 -22.516 -16.126 0.000 0.000 0.000 -1,173.945 -22.427 0.000 22.427 -2.805 85.00 -21.967 -15.065 0.000 0.000 0.000 -1,061.366 -25.471 0.000 25.471 -3.003 90.00 -20.823 -13.900 0.000 0.000 0.000 -951.532 -28.722 0.000 28.722 -3.202 95.00 -20.260 -12.927 0.000 0.000 0.000 -847.420 -32.182 0.000 32.182 -3.402 97.00 -20.048 -12.530 0.000 0.000 0.000 -806.900 -33.625 0.000 33.625 -3.485 100.0 -19.689 -11.631 0.000 0.000 0.000 -746.758 -35.853 0.000 35.853 -3.608 101.4 -19.533 -11.192 0.000 0.000 0.000 -718.865 -36.933 0.000 36.933 -3.667 105.0 -19.150 -10.582 0.000 0.000 0.000 -648.874 -39.740 0.000 39.740 -3.812 110.0 -18.609 -9.768 0.000 0.000 0.000 -553.127 -43.849 0.000 43.849 -4.032 115.0 -18.071 -8.984 0.000 0.000 0.000 -460.083 -48.184 0.000 48.184 -4.243 120.0 -17.536 -8.231 0.000 0.000 0.000 -369.729 -52.734 0.000 52.734 -4.443 125.0 -16.349 -7.394 0.000 0.000 0.000 -282.050 -57.484 0.000 57.484 -4.625 130.0 -10.881 -5.571 0.000 0.000 0.000 -200.306 -62.411 0.000 62.411 -4.782 133.5 -10.567 -5.154 0.000 0.000 0.000 -161.316 -66.036 0.000 66.036 -4.882 135.0 -10.439 -4.921 0.000 0.000 0.000 -146.346 -67.489 0.000 67.489 -4.920 136.7 -10.283 -4.637 0.000 0.000 0.000 -128.078 -69.299 0.000 69.299 -4.964 140.0 -10.015 -4.370 0.000 0.000 0.000 -94.658 -72.700 0.000 72.700 -5.035 143.0 -5.069 -3.484 0.000 0.000 0.000 -64.613 -75.888 0.000 75.888 -5.117 145.0 -4.964 -3.353 0.000 0.000 0.000 -54.475 -78.039 0.000 78.039 -5.162 150.0 -4.470 -2.867 0.000 0.000 0.000 -28.904 -83.489 0.000 83.489 -5.250 155.0 -4.222 -2.577 0.000 0.000 0.000 -6.553 -89.009 0.000 89.009 -5.295 156.0 -3.966 0.000 0.000 0.000 0.000 -2.331 -90.117 0.000 90.117 -5.298 Pole: SE06104A Code: TIA/EIA-222 Rev F apvrrgtxt'SemaanEngineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:09 All Height: 156.0 (ft) Page: 10 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Sag m Shear ( O Applied Stresses -Allowable Elev Axial X) Shear Torsion Bending (X) Bending (Z) Combined Stress ( b) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (sl) Ratio 0.00 0.54 0.88 0.00 0.00 0.00 38.87 39.45 50.5 0.0 0.781 5.00 0.53 0.88 0.00 0.00 0.00 38.90 39.46 51.1 0.0 0.773 10.00 0.53 0.89 0.00 0.00 0.00 38.90 39.46 51.6 0.0 0.764 15.00 0.52 0.90 0.00 0.00 0.00 38.89 39.44 52.0 0.0 0.759 20.00 0.51 0.91 0.00 0.00 0.00 38.86 39.40 52.0 0.0 0.758 25.00 0.50 0.92 0.00 0.00 0.00 38.81 39.34 52.0 0.0 0.757 30.00 0.49 0.92 0.00 0.00 0.00 38.73 39.25 52.0 0.0 0.755 35.00 0.48 0.93 0.00 0.00 0.00 38.62 39.13 52.0 0.0 0.753 40.00 0.47 0.94 0.00 0.00 0.00 38.47 38.98 52.0 0.0 0.750 45.00 0.46 0.95 0.00 0.00 0.00 38.28 38.78 52.0 0.0 0.746 47.67 0.46 0.96 0.00 0.00 0.00 38.17 38.66 52.0 0.0 0.744 50.00 0.44 0.96 0.00 0.00 0.00 38.06 38.54 52.0 0.0 0.742 53.75 0.42 0.95 0.00 0.00 0.00 36.60 37.05 52.0 0.0 0.713 55.00 0.41 0.96 0.00 0.00 0.00 36.52 36.97 52.0 0.0 0.711 60.00 0.40 0.97 0.00 0.00 0.00 36.15 36.59 52.0 0.0 0.704 65.00 0.39 0.98 0.00 0.00 0.00 35.71 36.14 52.0 0.0 0.695 70.00 0.38 0.99 0.00 0.00 0.00 35.18 35.61 52.0 0.0 0.685 75.00 0.37 1.00 0.00 0.00 0.00 34.57 34.98 52.0 0.0 0.673 80.00 0.36 1.01 0.00 0.00 0.00 33.84 34.25 52.0 0.0 0.659 85.00 0.35 1.02 0.00 0.00 0.00 32.99 33.38 52.0 0.0 0.642 90.00 0.33 1.01 0.00 0.00 0.00 31.98 32.36 52.0 0.0 0.623 95.00 0.32 1.02 0.00 0.00 0.00 30.89 31.26 52.0 0.0 0.602 97.00 0.32 1.03 0.00 0.00 0.00 30.41 30.79 52.0 0.0 0.592 100.00 0.30 1.04 0.00 0.00 0.00 29.63 29.99 52.0 0.0 0.577 101.42 0.35 1.22 0.00 0.00 0.00 33.54 33.95 52.0 0.0 0.653 105.00 0.34 1.24 0.00 0.00 0.00 32.22 32.63 52.0 0.0 0.628 110.00 0.33 1.26 0.00 0.00 0.00 30.07 30.47 52.0 0.0 0.586 115.00 0.32 1.28 0.00 0.00 0.00 27.50 27.90 52.0 0.0 0.537 120.00 0.30 1.31 0.00 0.00 0.00 24.41 24.81 52.0 0.0 0.477 125.00 0.29 1.28 0.00 0.00 0.00 20.67 21.08 52.0 0.0 0.406 130.00 0.23 0.90 0.00 0.00 0.00 16.39 16.70 52.0 0.0 0.321 133.58 0.22 0.91 0.00 0.00 0.00 14.35 14.65 52.0 0.0 0.282 135.00 0.21 0.92 0.00 0.00 0.00 13.46 13.77 52.0 0.0 0.265 136.75 0.34 1.50 0.00 0.00 0.00 19.51 20.01 52.0 0.0 0.385 140.00 0.33 1.52 0.00 0.00 0.00 15.61 16.16 52.0 0.0 0.311 143.00 0.27 0.80 0.00 0.00 0.00 11.50 11.86 52.0 0.0 0.228 145.00 0.27 0.81 0.00 0.00 0.00 10.22 10.58 52.0 0.0 0.204 150.00 0.25 0.78 0.00 0.00 0.00 6.22 6.61 52.0 0.0 0.127 155.00 0.24 0.79 0.00 0.00 0.00 1.64 2.32 52.0 0.0 0.045 156.00 0.00 0.75 0.00 0.00 0.00 0.60 1.44 52.0 0.0 0.028 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semen Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:09 AP Height: 156.0 (ft) Page: 11 Shape : 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 .,, Seg Top Ice Wind Dead Tot Dead Elev qz cizGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (nsf) (osf) (moh-ftl Cf (m) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 12.287 20.76 343.15 0.650 0.50 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 12.287 20.76 335.16 0.650 0.50 5.00 24.894 16.18 336.0 180.7 1,362.7 10.00 0.00 1.00 12.287 20.76 327.17 0.650 0.50 5.00 24.318 15.81 328.2 176.4 1.330.4 15.00 0.00 1.00 12.287 20.76 319.19 0.650 0.50 5.00 23.741 15.43 320.4 172.1 1,298.1 20.00 0.00 1.00 12.287 20.76 311.20 0.650 0.50 5.00 23.165 15.06 312.7 167.9 1,265.8 25.00 0.00 1.00 12.287 20.76 303.21 0.650 0.50 5.00 22.588 14.68 304.9 163.6 1.233.6 30.00 0.00 1.00 12.287 20.76 295.22 0.650 0.50 5.00 22.012 14.31 297.1 159.3 1.201.3 35.00 0.00 1.02 12.597 21.28 290.83 0.650 0.50 5.00 21.435 13.93 296.6 155.1 1.169.0 40.00 0.00 1.0613.073 22.09 288.04 0.650 0.50 5.00 20.859 13.56 299.6 150.8 1.136.7 45.00 0.00 1.10 13.510 22.83 284.44 0.650 0.50 5.00 20.282 13.18 301.0 146.5 1.104.4 47.67 Bot - Section 2 0.00 1.11 13.730 23.20 282.24 0.650 0.50 2.67 10.581 6.88 159.6 76.9 576.3 50.00 0.00 1.13 13.915 23.51 280.16 0.650 0.50 2.33 9.270 6.03 141.7 67.5 935.4 53.75 Top - Section 1 0.00 1.15 14.200 23.99 276.58 0.650 0.50 3.75 14.635 9.51 228.3 106.0 1.475.4 55.00 0.00 1.1614.291 24.15 279.99 0.650 0.50 1.25 4.806 3.12 75.5 35.1 261.7 60.00 0.00 1.19 14.645 24.75 274.71 0.650 0.50 5.00 18.865 12.26 303.5 136.0 1.025.0 65.00 0.00 1.21 14.978 25.31 269.00 0.650 0.50 5.00 18.289 11.89 300.9 131.R 992.9 70.00 0.00 1.24 15.294 25.84 262.91 0.650 0.50 5.00 17.712 11.51 297.6 127.5 960.5 75.00 0.00 1.2615.594 26.35 256.48 0.650 0.50 5.00 17.136 11.14 293.5 123.2 928.2 80.00 0.00 1.2915.881 26.83 249.74 0.650 0.50 5.00 16.559 10.76 288.9 119.0 895.9 85.00 0.00 1.31 16.155 27.30 242.73 0.650 0.50 5.00 15.983 10.39 283.6 114.7 863.6 90.00 Appertunance(s) 0.00 1.33 16.418 27.74 235.46 0.650 0.50 5.00 15.406 10.01 277.9 110.4 831.3 95.00 0.00 1.35 16.671 28.17 227.96 0.650 0.50 5.00 14.830 9.64 271.6 106.1 799.0 97.00 Bot - Section 3 0.00 1.36 16.769 28.34 224.90 0.650 0.50 2.00 5.770 3.75 106.3 41.8 311.1 100.0 0.00 1.37 16.914 28.58 220.25 0.650 0.50 3.00 8.639 5.62 160.5 62.3 794.4 101.4 Top - Section 2 0.00 1.38 16.982 28.69 218.03 0.650 0.50 1.42 4.007 2.60 74.8 29.1 368.4 105.0 0.00 1.3917.150 28.98 216.60 0.650 0.50 3.58 9.930 6.45 187.1 71.3 457.6 110.0 0.00 1.41 17.377 29.36 208.53 0.650 0.50 5.00 13.361 8.68 255.0 95.3 614.2 115.0 0.00 1.43 17.597 29.73 200.29 0.650 0.50 5.00 12.784 8.31 247.1 91.0 586.6 120.0 0.00 1.45 17.811 30.10 191.89 0.650 0.50 5.00 12.208 7.94 238.8 86.7 559.0 125.0 Aopertunance(s) 0.00 1.4618.018 30.45 183.33 0.650 0.50 5.00 11.631 7.56 230.2 82.5 531.4 130.0 Appertunance(s) 0.00 1.48 18.219 30.79 174.62 0.650 0.50 5.00 11.055 7.19 221.2 78.2 503.8 133.5 Bot - Section 4 0.00 1.49 18.360 31.02 168.30 0.650 0.50 3.58 7.568 4.92 152.6 53.8 344.5 135.0 0.00 1.49 18.415 31.12 165.78 0.650 0.50 1.42 2.955 1.92 59.8 21.3 201.3 136.7 Top - Section 3 0.00 1.50 18.483 31.23 162.65 0.650 0.50 1.75 3.586 2.33 72.8 25.8 243.9 140.0 0.00 1.51 18.606 31.44 159.47 0.650 0.50 3.25 6.472 4.21 132.3 46.0 195.5 143.0 Aooertunance(s) 0.00 1.52 18.718 31.63 154.04 0.650 0.50 3.00 5.758 3.74 118.4 40.9 173.7 145.0 0.00 1.52 18.792 31.75 150.39 0.650 0.50 2.00 3.723 2.42 76.9 26.6 112.3 150.0 Appertunance(s) 0.00 1.5418.974 32.06 141.19 0.650 0.50 5.00 8.905 5.79 185.6 62.3 266.6 155.0 0.00 1.55 19.151 32.36 131.87 0.650 0.50 5.00 8.329 5.41 175.2 58.0 248.4 156.0 Appertunance(s) 0.00 1.56 19.186 32.42 130.00 0.650 0.50 1.00 1.597 1.04 33.6 11.4 47.8 Totals, 156.00 8,447.4 3,710.9 28,207.6 Pole: SE06104A Code: TIA/EIA-222 Rev F Copy6ght Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:09 All Height: 156.0 (ft) Page: 12 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 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 Qty (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 90.00 4 ft HP Dish 1 16.418 27.746 1.00 16.52 0.000 0.000 458.37 0.00 0.00 280.00 125.0 4 ft HP Dish 1 18.018 30.450 1.00 16.52 0.000 0.000 503.03 0.00 0.00 280.00 130.0 4' Dish 1 18.219 30.790 1.00 21.79 0.000 0.000 670.92 0.00 0.00 277.00 130.0 RET 860 10025 6 18.219 30.790 0.92 1.57 0.000 0.000 48.44 0.00 0.00 16.86 130.0 Diplexers 6 18.219 30.790 0.67 2.69 0.000 0.000 82.92 0.00 0.00 53.04 130.0 TMAs 6 18.219 30.790 0.67 3.48 0.000 0.000 107.20 0.00 0.00 109.50 130.0 T-Arms 3 18.219 30.790 0.67 28.41 0.000 0.000 874.88 0.00 0.00 1,008.00 130.0 Kathrein 742 265 9 18.219 30.790 1.00 76.43 0.000 0.000 2.353.25 0.00 0.00 866.25 143.0 DB848H90E XY 9 18.718 31.634 1.00 83.25 0.000 0.000 2,633.54 0.00 0.00 702.00 143.0 T-Arms 3 18.718 31.634 0.67 28.41 0.000 0.000 898.71 0.00 0.00 1,008.00 143.0 RR65-18-OODPL2 3 18.718 31.634 1.00 14.96 0.000 0.000 473.37 0.00 0.00 107.76 150.0 Beacon 1 19.099 32.277 1.00 7.50 0.000 3.500 242.08 0.00 847.26 400.00 156.0 Platform w/Rail 1 19.239 32.513 1.00 40.46 0.000 1.500 1,315.49 0.00 1,973.23 3,500.00 156.0 S20045AI LNA 12 19.186 32.425 0.74 8.46 0.000 0.000 274.40 0.00 0.00 180.36 156.0 RR65-19-OODP 12 19.186 32.425 0.67 54.83 0.000 0.000 1.777.78 0.00 0.00 624.00 12,714.40 9,412.77 Pole : SE06104A Code: TIAIEIA-222 Rev F Copyrignt Semen Engineering Solutions, Inc Location : PT Reservoir, WA 1f 6/10/2008 9:06:09 All Height: 156.0 (ft) Page: 13 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load ft Description To Wind ft lb/ft st/ft) (psf) (1b )b 5.00 0 5)1 5/8 coax Yes 5.00 37.50 0.90 12.287 93.44 187.50 5.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 5.00 (111 5/8" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 5.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 5.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 10.00 0 5) 15/8 coax Yes 5.00 37.50 0.90 12.287 93.44 187.50 10.00 (12) 1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 10.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 10.00 (117/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 10.00 (1)7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 15.00 (15)1 5/8 coax Yes 5.00 37.50 0.90 12.287 93.44 187.50 15.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 15.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 15.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 15.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 20.00 (151 1 5I8 coax Yec 5.00 37.50 0.90 12.287 93.44 187.50 20.00 (1211 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 20.00 (1) 1 5/8" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 20.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 20.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 25.00 (15) 1 5/8 coax Yes 5.00 37.50 0.90 12.287 93.44 187.50 25.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 25.00 (111 518" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 25.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 25.00 (1)7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 30.00 (1511 5/8 coax Yes 5.00 37.50 0.90 12.287 93.44 187.50 30.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 30.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 12.287 0.00 12.50 30.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 30.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 12.287 0.00 3.75 35.00 05) 1 5/8 coax Yes 5.00 37.50 0.90 12.597 95.80 187.50 35.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.597 63.86 180.00 35.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 12.597 0.00 12.50 35.00 (1)7/8" Coax Yes 5.00 0.75 0.00 12.597 0.00 3.75 35.00 (1)7/8" Coax Yes 5.00 0.75 0.00 12.597 0.00 3.75 40.00 (1511 5/8 coax Yes 5.00 37.50 0.90 13.073 99.42 187.50 40.00 02) 1 5/8" Coax Yes 5.00 36.00 0.60 13.073 66.28 180.00 40.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 13.073 0.00 12.50 40.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 13.073 0.00 3.75 40.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 13.073 0.00 3.75 45.00 0511 5/8 coax Yes 5.00 37.50 0.90 13.510 102.75 187.50 45.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 13.510 68.50 180.00 45.00 (111 5/8" Coax Yes 5.00 2.50 0.00 13.510 0.00 12.50 45.00 (1)7/8" Coax Yes 5.00 0.75 0.00 13.510 0.00 3.75 45.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 13.510 0.00 3.75 47.67 0 5)1 5/8 coax Yes 2.67 37.50 0.90 13.730 55.69 100.00 47.67 (12)1 5/8" Coax Yes 2.67 36.00 0.60 13.730 37.13 96.00 47.67 (1)1 5/8" Coax Yes 2.67 2.50 0.00 13.730 0.00 6.67 47.67 (1) 7/8" Coax Yes 2.67 0.75 0.00 13.730 0.00 2.00 47.67 (1)7/8" Coax Yes 2.67 0.75 0.00 13.730 0.00 2.00 50.00 (15)1 5/8 coax Yes 2.33 37.50 0.90 13.915 49.38 87.50 Pole : SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/1012008 9:06:09 A( Height: 156.0 (ft) Page: 14 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 50.00 (12)1 5/8" Coax Yes 2.33 36.00 0.60 13.915 32.92 84.00 50.00 (1)1 5/8" Coax Yes 2.33 2.50 0.00 13.915 0.00 5.83 50.00 (117/8" Coax Yes 2.33 0.75 0.00 13.915 0.00 1.75 50.00 (1) 7/8" Coax Yes 2.33 0.75 0.00 13.915 0.00 1.75 53.75 0 5) 15/8 coax Yes 3.75 37.50 0.90 14.200 80.99 140.63 53.75 (12)1 5/8" Coax Yes 3.75 36.00 0.60 14.200 53.99 135.00 53.75 (1)1 5/8" Coax Yes 3.75 2.50 0.00 14.200 0.00 9.38 53.75 (1)7/8" Coax Yes 3.75 0.75 0.00 14.200 0.00 2.81 53.75 (117/8" Coax Yes 3.75 0.75 0.00 14.200 0.00 2.81 55.00 0 5) 15/8 coax Yes 1.25 37.50 0.90 14.291 27.17 46.88 55.00 0 2) 15/8" Coax Yes 1.25 36.00 0.60 14.291 18.11 45.00 55.00 (1)1 5/8" Coax Yes 1.25 2.50 0.00 14.291 0.00 3.13 55.00 (1) 7/8" Coax Yes 1.25 0.75 0.00 14.291 0.00 0.94 55.00 (1) 7/8" Coax Yes 1.25 0.75 0.00 14.291 0.00 0.94 60.00 (15)1 5/8 coax Yes 5.00 37.50 0.90 14.645 111.38 187.50 60.00 (1211 5/8" Coax Yes 5.00 36.00 0.60 14.645 74.25 180.00 60.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 14.645 0.00 12.50 60.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 14.645 0.00 3.75 60.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 14.645 0.00 3.75 65.00 (151 1 5/8 coax Yes 5.00 37.50 0.90 14.978 113.91 187.50 65.00 (1211 5/8" Coax Yes 5.00 36.00 0.60 14.978 75.94 180.00 65.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 14.978 0.00 12.50 65.00 1117/8" Coax Yes 5.00 0.75 0.00 14.978 0.00 3.75 65.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 14.978 0.00 3.75 70.00 (15)1 518 coax Yes 5.00 37.50 0.90 15.294 116.31 187.50 70.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 15.294 77.54 180.00 70.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 15.294 0.00 12.50 70.00 (1)7/8" Coax Yes 5.00 0.75 0.00 15.294 0.00 3.75 70.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 15.294 0.00 3.75 75.00 0 5) 1 5/8 coax Yes 5.00 37.50 0.90 15.594 118.60 187.50 75.00 0 2) 15/8" Coax Yes 5.00 36.00 0.60 15.594 79.06 180.00 75.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 15.594 0.00 12.50 75.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 15.594 0.00 3.75 75.00 (1)7/8" Coax Yes 5.00 0.75 0.00 15.594 0.00 3.75 80.00 (15)1 518 coax Yes 5.00 37.50 0.90 15.881 120.77 187.50 80.00 (1211 5/8" Coax Yes 5.00 36.00 0.60 15.881 80.52 180.00 80.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 15.881 0.00 12.50 80.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 15.881 0.00 3.75 80.00 (1)7/8" Coax Yes 5.00 0.75 0.00 15.881 0.00 3.75 85.00 0 5) 15/8 coax Yes 5.00 37.50 0.90 16.155 122.86 187.50 85.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 16.155 81.91 180.00 85.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 16.155 0.00 12.50 85.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 16.155 0.00 3.75 85.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 16.155 0.00 3.75 90.00 (15)1 5/8 coax Yes 5.00 37.50 0.90 16.418 124.86 187.50 90.00 (12) 1 5/8" Coax Yes 5.00 36.00 0.60 16.418 83.24 180.00 90.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 16.418 0.00 12.50 90.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 16.418 0.00 3.75 90.00 (117/8" Coax Yes 5.00 0.75 0.00 16.418 0.00 3.75 95.00 0 5) 15/8 coax Yes 5.00 37.50 0.90 16.671 126.78 187.50 95.00 0211 5/8" Coax Yes 5.00 36.00 0.60 16.671 84.52 180.00 95.00 (1)1 5/8" Coax Yes 5.00 2.50 0.00 16.671 0.00 12.50 95.00 (1) 7/8" Coax Yes 5.00 0.75 0.00 16.671 0.00 3.75 97.00 0 5) 15/8 coax Yes 2.00 37.50 0.90 16.769 51.01 75.00 97.00 (12)1 5/8" Coax Yes 2.00 36.00 0.60 16.769 34.01 72.00 97.00 (111 5/8" Coax Yes 2.00 2.50 0.00 16.769 0.00 5.00 97.00 (1) 7/8" Coax Yes 2.00 0.75 0.00 16.769 0.00 1.50 Pole: SE06104A Code: TIAIEIA-222 Rev F Copyfig?O Semaan Engineering Solutions, Inc Location: PT Reservoir, WA 6/10/2008 9:06:10 AP Height: 156.0 (ft) Page: 15 Shape : 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 100.0 (15)1 5/8 coax Yes 3.00 37.50 0.90 16.914 77.18 112.50 100.0 (12)1 5/8" Coax Yes 3.00 36.00 0.60 16.914 51.45 108.00 100.0 (111 5/8" Coax Yes 3.00 2.50 0.00 16.914 0.00 7.50 100.0 (1)7/8" Coax Yes 3.00 0.75 0.00 16.914 0.00 2.25 101.4 (15) 1 5/8 coax Yes 1.42 37.50 0.90 16.982 36.59 53.12 101.4 (12)1 5/8" Coax Yes 1.42 36.00 0.60 16.982 24.39 51.00 101.4 (1)1 5/8" Coax Yes 1.42 2.50 0.00 16.982 0.00 3.54 101.4 (1)7/8" Coax Yes 1.42 0.75 0.00 16.982 0.00 1.06 105.0 (151 1 5/8 coax Yes 3.58 37.50 0.90 17.150 93.47 134.38 105.0 (12)1 5/8" Coax Yes 3.58 36.00 0.60 17.150 62.31 129.00 105.0 (1)1 5/8" Coax Yes 3.58 2.50 0.00 17.150 0.00 8.96 105.0 (1) 7/8" Coax Yes 3.58 0.75 0.00 17.150 0.00 2.69 110.0 (15)1 5/8 coax Yes 5.00 37.50 0.90 17.377 132.15 187.50 110.0 02) 1 5/8" Coax Yes 5.00 36.00 0.60 17.377 88.10 180.00 110.0 (1) 1 5/8" Coax Yes 5.00 2.50 0.00 17.377 0.00 12.50 110.0 (117/8" Coax Yes 5.00 0.75 0.00 17.377 0.00 3.75 115.0 (15)1 5/8 coax Yes 5.00 37.50 0.90 17.597 133.83 187.50 115.0 (12)1 5/8" Coax Yes 5.00 36.00 0.60 17.597 89.22 180.00 115.0 (1)1 5/8" Coax Yes 5.00 2.50 0.00 17.597 0.00 12.50 115.0 (117/8" Coax Yes 5.00 0.75 0.00 17.597 0.00 3.75 120.0 (151 1 5/8 coax Yes 5.00 37.50 0.90 17.811 135.45 187.50 120.0 (1211 5/8" Coax Yes 5.00 36.00 0.60 17.811 90.30 180.00 120.0 (111 5/8" Coax Yec 5.00 2.50 0.00 17.811 0.00 12.50 120.0 (1) 7/8" Coax Yes 5.00 0.75 0.00 17.811 0.00 3.75 125.0 (15)1 5/8 coax Yes 5.00 37.50 0.90 18.018 137.02 187.50 125.0 (12) 1 5/8" Coax Yes 5.00 36.00 0.60 18.018 91.35 180.00 125.0 (1) 1 5/8" Coax Yes 5.00 2.50 0.00 18.018 0.00 12.50 125.0 (1) 7/8" Coax Yes 5.00 0.75 0.00 18.018 0.00 3.75 130.0 (151 1 5/8 coax Yes 5.00 37.50 0.90 18.219 138.56 187.50 130.0 (12)1 5/8" Coax Yes 5.00 36.00 0.60 18.219 92.37 180.00 130.0 (1)1 5/8" Coax Yes 5.00 2.50 0.00 18.219 0.00 12.50 133.5 05) 1 5/8 coax Yes 3.58 37.50 0.90 18.360 100.07 134.38 135.0 0 5) 15/8 coax Yes 1.42 37.50 0.90 18.415 39.68 53.12 136.7 0 5) 15/8 coax Yes 1.75 37.50 0.90 18.483 49.20 65.63 140.0 (15)1 5/8 coax Yes 3.25 37.50 0.90 18.606 91.97 121.88 143.0 (151 1 5/8 coax Yes 3.00 37.50 0.90 18.718 85.41 112.50 Totals: 5,304.00 10,528.75 Pole : SE06104A Code: TIA/EIA-222 Rev F oo rl Wrt Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:10 All Height: 156.0 (ft) Page: 16 Shape : 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 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 5.00 491.75 1,870.20 0.00 0.00 10.00 483.97 1.837.91 0.00 0.00 15.00 476.19 1,805.63 0.00 0.00 20.00 468.41 1,773.34 0.00 0.00 25.00 460.63 1,741.05 0.00 0.00 30.00 452.85 1,708.76 0.00 0.00 35.00 456.27 1,676.48 0.00 0.00 40.00 465.26 1.644.19 0.00 0.00 45.00 472.26 1,611.90 0.00 0.00 47.67 252.40 847.01 0.00 0.00 50.00 224.00 1,172.28 0.00 0.00 53.75 363.27 1.856.06 0.00 0.00 55.00 120.74 388.58 0.00 0.00 60.00 489.12 1.532.54 0.00 0.00 65.00 490.77 1.500.26 0.00 0.00 70.00 491.43 1,467.97 0.00 0.00 75.00 491.20 1,435.68 0.00 0.00 80.00 490.17 1,403.39 0.00 0.00 85.00 488.40 1,371.11 0.00 0.00 90.00 944.32 1,618.82 0.00 0.00 95.00 482.88 1,302.78 0.00 0.00 97.00 191.32 512.59 0.00 0.00 100.0 289.15 1.096.69 0.00 0.00 101.4 135.74 511.11 0.00 0.00 105.0 342.85 818.64 0.00 0.00 110.0 475.29 1.117.98 0.00 0.00 115.0 470.17 1.090.36 0.00 0.00 120.0 464.59 1.062.75 0.00 0.00 125.0 961.62 1,315.13 0.00 0.00 130.0 4,589.79 3,334.41 0.00 0.00 133.5 252.70 564.85 0.00 0.00 135.0 99.45 288.38 0.00 0.00 136.7 122.00 351.57 0.00 0.00 140.0 224.26 395.36 0.00 0.00 143.0 4.209.44 2.175.92 0.00 0.00 145.0 76.86 160.29 0.00 0.00 150.0 427.68 786.64 0.00 847.26 155.0 175.21 368.36 0.00 0.00 156.0 3,401.32 4,376.18 0.00 1,973.23 Totals: 26,465.75 51,893.14 0.00 2,820.50 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:10 AF Height: 156.0 (ft) Page: 17 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 24 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 -26.526 -51.862 0.000 0.000 0.000 -2,926.929 0.000 0.000 0.000 0.000 5.00 -26.148 -49.932 0.000 0.000 0.000 -2.794.300 -0.071 0.000 0.071 -0.131 10.00 -25.772 -48.034 0.000 0.000 0.000 -2,663.562 -0.281 0.000 0.281 -0.266 15.00 -25.398 -46.170 0.000 0.000 0.000 -2,534.704 -0.634 0.000 0.634 -0.404 20.00 -25.026 -44.338 0.000 0.000 0.000 -2,407.718 -1.133 0.000 1.133 -0.545 25.00 -24.655 -42.539 0.000 0.000 0.000 -2.282.593 -1.781 0.000 1.781 -0.690 30.00 -24.286 -40.773 0.000 0.000 0.000 -2.159.321 -2.583 0.000 2.583 -0.838 35.00 -23.908 -39.040 0.000 0.000 0.000 -2.037.894 -3.542 0.000 3.542 -0.989 40.00 -23.515 -37.341 0.000 0.000 0.000 -1.918.357 -4.662 0.000 4.662 -1.145 45.00 -23.085 -35.690 0.000 0.000 0.000 -1.800.786 -5.947 0.000 5.947 -1.304 47.67 -22.863 -34.816 0.000 0.000 0.000 -1.739.228 -6.701 0.000 6.701 -1.392 50.00 -22.670 -33.609 0.000 0.000 0.000 -1.685.882 -7.401 0.000 7.401 -1.471 53.75 -22.304 -31.730 0.000 0.000 0.000 -1.600.871 -8.607 0.000 8.607 -1.597 55.00 -22.229 -31.305 0.000 0.000 0.000 -1.572.992 -9.031 0.000 9.031 -1.640 60.00 -21.779 -29.726 0.000 0.000 0.000 -1.461.851 -10.836 0.000 10.836 -1.802 65.00 -21.321 -28.181 0.000 0.000 0.000 -1.352.959 -12.812 0.000 12.812 -1.967 70.00 -20.856 -26.670 0.000 0.000 0.000 -1,246.357 -14.962 0.000 14.962 -2.135 75.00 -20.385 -25.193 0.000 0.000 0.000 -1,142.078 -17.290 0.000 17.290 -2.306 80.00 -19.909 -23.751 0.000 0.000 0.000 -1,040.153 -19.797 0.000 19.797 -2.479 85.00 -19.429 -22.344 0.000 0.000 0.000 -940.608 -22.487 0.000 22.487 -2.654 90.00 -18.472 -20.715 0.000 0.000 0.000 -843.466 -25.362 0.000 25.362 -2.831 95.00 -17.965 -19.400 0.000 0.000 0.000 -751.107 -28.421 0.000 28.421 -3.008 97.00 -17.777 -18.870 0.000 0.000 0.000 -715.177 -29.697 0.000 29.697 -3.082 100.0 -17.454 -17.766 0.000 0.000 0.000 -661.846 -31.668 0.000 31.668 -3.191 101.4 -17.317 -17.236 0.000 0.000 0.000 -637.120 -32.622 0.000 32.622 -3.243 105.0 -16.974 -16.390 0.000 0.000 0.000 -575.069 -35.105 0.000 35.105 -3.371 110.0 -16.483 -15.248 0.000 0.000 0.000 -490.200 -38.740 0.000 38.740 -3.566 115.0 -15.989 -14.139 0.000 0.000 0.000 -407.787 -42.575 0.000 42.575 -3.754 120.0 -15.493 -13.064 0.000 0.000 0.000 -327.842 -46.601 0.000 46.601 -3.931 125.0 -14.473 -11.781 0.000 0.000 0.000 -250.377 -50.805 0.000 50.805 -4.092 130.0 -9.670 -8.770 0.000 0.000 0.000 -178.014 -55.165 0.000 55.165 -4.232 133.5 -9.384 -8.216 0.000 0.000 0.000 -143.363 -58.374 0.000 58.374 -4.320 135.0 -9.269 -7.930 0.000 0.000 0.000 -130.069 -59.660 0.000 59.660 -4.354 136.7 -9.127 -7.581 0.000 0.000 0.000 -113.849 -61.262 0.000 61.262 -4.393 140.0 -8.882 -7.193 0.000 0.000 0.000 -84.187 -64.273 0.000 64.273 -4.456 143.0 -4.520 -5.350 0.000 0.000 0.000 -57.542 -67.096 0.000 67.096 -4.529 145.0 -4.436 -5.191 0.000 0.000 0.000 -48.503 -69.000 0.000 69.000 -4.570 150.0 -3.951 -4.437 0.000 0.000 0.000 -25.476 -73.827 0.000 73.827 -4.647 155.0 -3.748 -4.083 0.000 0.000 0.000 -5.721 -78.715 0.000 78.715 -4.687 156.0 -3.401 0.000 0.000 0.000 0.000 -1.973 -79.696 0.000 79.696 -4.690 Pole : SE06104A Location : PT Reservoir, WA Height: 156.0 (ft) Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Code: TIA/EIA-222 Rev F Base Elev : 1.000 (ft) rappighl Semaan Engineering Solutions, Inc Y 6/10/2008 9:06:10 AA Page: 18 C Load Case: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.74 0.76 0.00 0.00 0.00 34.21 34.97 50.5 0.0 0.692 5.00 0.73 0.77 0.00 0.00 0.00 34.25 35.00 51.1 0.0 0.686 10.00 0.72 0.78 0.00 0.00 0.00 34.28 35.02 51.6 0.0 0.679 15.00 0.71 0.78 0.00 0.00 0.00 34.29 35.02 52.0 0.0 0.674 20.00 0.70 0.79 0.00 0.00 0.00 34.28 35.01 52.0 0.0 0.674 25.00 0.69 0.80 0.00 0.00 0.00 34.26 34.97 52.0 0.0 0.673 30.00 0.67 0.81 0.00 0.00 0.00 34.20 34.91 52.0 0.0 0.672 35.00 0.66 0.82 0.00 0.00 0.00 34.12 34.81 52.0 0.0 0.670 40.00 0.65 0.83 0.00 0.00 0.00 34.01 34.69 52.0 0.0 0.667 45.00 0.64 0.84 0.00 0.00 0.00 33.85 34.53 52.0 0.0 0.664 47.67 0.64 0.84 0.00 0.00 0.00 33.76 34.43 52.0 0.0 0.662 50.00 0.62 0.85 0.00 0.00 0.00 33.67 34.33 52.0 0.0 0.660 53.75 0.59 0.84 0.00 0.00 0.00 32.38 33.01 52.0 0.0 0.635 55.00 0.59 0.84 0.00 0.00 0.00 32.32 32.94 52.0 0.0 0.634 60.00 0.58 0.85 0.00 0.00 0.00 32.00 32.61 52.0 0.0 0.627 65.00 0.57 0.86 0.00 0.00 0.00 31.61 32.22 52.0 0.0 0.620 70.00 0.55 0.87 0.00 0.00 0.00 31.16 31.75 52.0 0.0 0.611 75.00 0.54 0.88 0.00 0.00 0.00 30.62 31.20 52.0 0.0 0.600 80.00 0.53 0.89 0.00 0.00 0.00 29.99 30.55 52.0 0.0 0.588 85.00 0.52 0.91 0.00 0.00 0.00 29.23 29.79 52.0 0.0 0.573 90.00 0.50 0.90 0.00 0.00 0.00 28.34 28.89 52.0 0.0 0.556 95.00 0.49 0.91 0.00 0.00 0.00 27.38 27.91 52.0 0.0 0.537 97.00 0.48 0.91 0.00 0.00 0.00 26.96 27.48 52.0 0.0 0.529 100.00 0.46 0.92 0.00 0.00 0.00 26.26 26.77 52.0 0.0 0.515 101.42 0.54 1.08 0.00 0.00 0.00 29.72 30.32 52.0 0.0 0.583 105.00 0.53 1.10 0.00 0.00 0.00 28.56 29.14 52.0 0.0 0.561 110.00 0.51 1.11 0.00 0.00 0.00 26.65 27.23 52.0 0.0 0.524 115.00 0.50 1.13 0.00 0.00 0.00 24.37 24.94 52.0 0.0 0.480 120.00 0.48 1.15 0.00 0.00 0.00 21.64 22.21 52.0 0.0 0.427 125.00 0.46 1.14 0.00 0.00 0.00 18.35 18.91 52.0 0.0 0.364 130.00 0.36 0.80 0.00 0.00 0.00 14.57 15.00 52.0 0.0 0.288 133.58 0.35 0.81 0.00 0.00 0.00 12.75 13.18 52.0 0.0 0.254 135.00 0.35 0.81 0.00 0.00 0.00 11.97 12.39 52.0 0.0 0.238 136.75 0.55 1.33 0.00 0.00 0.00 17.34 18.04 52.0 0.0 0.347 140.00 0.54 1.35 0.00 0.00 0.00 13.88 14.62 52.0 0.0 0.281 143.00 0.42 0.71 0.00 0.00 0.00 10.24 10.73 52.0 0.0 0.207 145.00 0.42 0.72 0.00 0.00 0.00 9.10 9.60 52.0 0.0 0.185 150.00 0.38 0.69 0.00 0.00 0.00 5.49 5.99 52.0 0.0 0.115 155.00 0.38 0.70 0.00 0.00 0.00 1.43 2.18 52.0 0.0 0.042 156.00 0.00 0.65 0.00 0.00 0.00 0.51 1.23 52.0 0.0 0.024 Pole : SE06104A Code: TIAIEIA-222 Rev F Co pIght semaan engineering solutions, Inc Location : PT Reservoir, WA Y 6/10/2008 9:06:10 AF Height: 156.0 (ft) Page: 19 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load CaSe: Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 MMIM Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (m) (ft) (sf) (sfjib), (lb) (Ib) 0.00 0.00 1.00 6.400 10.81 247.65 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 6.400 10.81 241.89 0.650 0.00 5.00 24.478 15.91 172.1 0.0 1,182.0 10.00 0.00 1.00 6.400 10.81 236.12 0.650 0.00 5.00 23.901 15.54 168.0 0.0 1.154.0 15.00 0.00 1.00 6.400 10.81 230.36 0.650 0.00 5.00 23.325 15.16 164.0 0.0 1,126.0 20.00 0.00 1.00 6.400 10.81 224.59 0.650 0.00 5.00 22.748 14.79 159.9 0.0 1,098.0 25.00 0.00 1.00 6.400 10.81 218.83 0.650 0.00 5.00 22.172 14.41 155.9 0.0 1,069.9 30.00 0.00 1.00 6.400 10.81 213.06 0.650 0.00 5.00 21.595 14.04 151.8 0.0 1,041.9 35.00 0.00 1.02 6.561 11.08 209.89 0.650 0.00 5.00 21.019 13.66 151.5 0.0 1,013.9 40.00 0.00 1.06 6.809 11.50 207.88 0.650 0.00 5.00 20.442 13.29 152.9 0.0 985.9 45.00 0.00 1.10 7.037 11.89 205.28 0.650 0.00 5.00 19.866 12.91 153.6 0.0 957.9 47.67 Bot - Section 2 0.00 1.11 7.151 12.08 203.69 0.650 0.00 2.67 10.359 6.73 81.4 0.0 499.4 50.00 0.00 1.13 7.248 12.24 202.20 0.650 0.00 2.33 9.076 5.90 72.3 0.0 868.0 53.75 Top - Section 1 0.00 1.15 7.396 12.49 199.61 0.650 0.00 3.75 14.323 9.31 116.4 0.0 1,369.4 55.00 0.00 1.16 7.444 12.58 202.07 0.650 0.00 1.25 4.702 3.06 38.5 0.0 226.6 60.00 0.00 1.19 7.628 12.89 198.26 0.650 0.00 5.00 18.449 11.99 154.6 0.0 889.0 65.00 0.00 1.21 7.802 1318 194-14 0650 0.00 5.0017.872 11.62 153.2 0.0 861.0 70.00 0.00 1.24 7.966 13.46 189.74 0.650 0.00 5.00 17.296 11.24 151.4 0.0 833.0 75.00 0.00 1.26 8.123 13.72 185.10 0.650 0.00 5.00 16.719 10.87 149.2 0.0 805.0 80.00 0.00 1.29 8.272 13.97 180.24 0.650 0.00 5.00 16.143 10.49 146.7 0.0 776.9 85.00 0.00 1.31 8.415 14.22 175.18 0.650 0.00 5.00 15.566 10.12 143.9 0.0 748.9 90.00 Appertunance(s) 0.00 1.33 8.552 14.45 169.93 0.650 0.00 5.00 14.990 9.74 140.8 0.0 720.9 95.00 0.00 1.35 8.683 14.67 164.52 0.650 0.00 5.00 14.413 9.37 137.5 0.0 692.9 97.00 Bot - Section 3 0.00 1.36 8.735 14.76 162.31 0.650 0.00 2.00 5.604 3.64 53.8 0.0 269.3 100.0 0.00 1.37 8.810 14.88 158.96 0.650 0.00 3.00 8.389 5.45 81.2 0.0 732.2 101.4 Top - Section 2 0.00 1.38 8.845 14.94 157.35 0.650 0.00 1.42 3.889 2.53 37.8 0.0 339.3 105.0 0.00 1.39 8.933 15.09 156.32 0.650 0.00 3.58 9.631 6.26 94.5 0.0 386.3 110.0 0.00 1.41 9.051 15.29 150.50 0.650 0.00 5.00 12.944 8.41 128.7 0.0 519.0 115.0 0.00 1.43 9.166 15.49 144.55 0.650 0.00 5.00 12.368 8.04 124.5 0.0 495.6 120.0 0.00 1.45 9.277 15.67 138.48 0.650 0.00 5.00 11.791 7.66 120.2 0.0 472.3 125.0 Anoertunance(s) 0.00 1.46 9.385 15.86132.310.650 0.00 5.0011.215 7.29 115.6 0.0 448.9 130.0 Appertunance(s) 0.00 1.48 9.490 16.03 126.02 0.650 0.00 5.00 10.638 6.91 110.9 0.0 425.6 133.5 Bot - Section 4 0.00 1.49 9.563 16.16 121.46 0.650 0.00 3.58 7.269 4.73 76.4 0.0 290.6 135.0 0.00 1.49 9.592 16.21 119.64 0.650 0.00 1.42 2.836 1.84 29.9 0.0 180.0 136.7 Top - Section 3 0.00 1.50 9.627 16.27 117.39 0.650 0.00 1.75 3.440 2.24 36.4 0.0 218.2 140.0 0.00 1.51 9.691 16.37 115.09 0.650 0.00 3.25 6.201 4.03 66.0 0.0 149.5 143.0 Aooertunance(s) 0.00 1.52 9.750 16.47 111.17 0.650 0.00 3.00 5.508 3.58 59.0 0.0 132.7 145.0 0.00 1.52 9.788 16.54 108.54 0.650 0.00 2.00 3.557 2.31 38.2 0.0 85.7 150.0 Appertunance(s) 0.00 1.54 9.883 16.70 101.89 0.650 0.00 5.00 8.488 5.52 92.2 0.0 204.4 155.0 0.00 1.55 9.975 16.85 95.177 0.650 0.00 5.00 7.912 5.14 86.7 0.0 190.4 156.0 Appertunance(s) 0.00 1.56 9.994 16.88 93.823 0.650 0.00 1.00 1.513 0.98 16.6 0.0 36.4 Totals: 156.00 4,283.8 0.0 24,496.7 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semen Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:10 All Height: 156.0 (ft) Page: 20 Shape : 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 23 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 Is" ft" (ft) (lb) (lb-ft) (lb-ft) (lb) 90.00 4 ft HP Dish 1 8.552 14.452 1.00 15.86 0.000 0.000 229.21 0.00 0.00 170.00 125.0 4 ft HP Dish 1 9.385 15.860 1.00 15.86 0.000 0.000 251.54 0.00 0.00 170.00 130.0 4' Dish 1 9.490 16.038 1.00 20.91 0.000 0.000 335.35 0.00 0.00 188.00 130.0 RET 860 10025 6 9.490 16.038 0.92 0.98 0.000 0.000 15.67 0.00 0.00 6.94 130.0 Diplexers 6 9.490 16.038 0.67 2.08 0.000 0.000 33.43 0.00 0.00 33.60 130.0 TMAs 6 9.490 16.038 0.67 2.76 0.000 0.000 44.29 0.00 0.00 79.20 130.0 T-Arms 3 9.490 16.038 0.67 21.35 0.000 0.000 342.41 0.00 0.00 774.00 130.0 Kathrein 742 265 9 9.490 16.038 1.00 69.43 0.000 0.000 1.113.57 0.00 0.00 476.10 143.0 DB848H90E XY 9 9.750 16.477 1.00 75.24 0.000 0.000 1,239.72 0.00 0.00 252.00 143.0 T-Arms 3 9.750 16.477 0.67 21.35 0.000 0.000 351.74 0.00 0.00 774.00 143.0 RR65-18-OODPL2 3 9.750 16.477 1.00 13.07 0.000 0.000 215.32 0.00 0.00 40.50 150.0 Beacon 1 9.948 16.812 1.00 5.00 0.000 3.500 84.06 0.00 294.21 200.00 156.0 Platform w/Rail 1 10.021 16.935 1.00 35.85 0.000 1.500 607.12 0.00 910.68 2,500.00 156.0 S20045A1 LNA 12 9.994 16.889 0.74 6.77 0.000 0.000 114.28 0.00 0.00 119.04 156.0 RR65-19-OODP 12 9.994 16.889 0.67 48.02 0.000 0.000 811.08 0.00 O.00 276.00 5,788.80 6,059.38 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:10 AF Height: 156.0 (ft) Page: 21 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) 7-11 Load CSSet Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Seg Top Dead Elev Exposed Length Weight CaAa qz F X Load (ft) Description To Wind (ft) (lb/ft) (sf/ft) (psf) (Ib) (Ib) 5.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 5.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 5.00 (111 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 5.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 5.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 10.00 05) 1 5/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 10.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 10.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 10.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 10.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 15.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 15.00 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 15.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 15.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 15.00 (117/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 20.00 (151 1 5/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 20.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 20.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 20.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 20.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 25.00 0 5) 1 5/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 25.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 25.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 25.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 25.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 30.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 6.400 32.45 75.00 30.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 30.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 30.00 (117/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 30.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.400 0.00 2.60 35.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 6.561 33.26 75.00 35.00 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 6.561 22.18 60.00 35.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.561 0.00 5.20 35.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.561 0.00 2.60 35.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.561 0.00 2.60 40.00 (1511 5/8 coax Yes 5.00 15.00 0.60 6.809 34.52 75.00 40.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.809 23.02 60.00 40.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.809 0.00 5.20 40.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.809 0.00 2.60 40.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 6.809 0.00 2.60 45.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 7.037 35.68 75.00 45.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 7.037 23.79 60.00 45.00 (111 5/8" Coax Yes 5.00 1.04 0.00 7.037 0.00 5.20 45.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 7.037 0.00 2.60 45.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 7.037 0.00 2.60 47.67 05) 1 5/8 coax Yes 2.67 15.00 0.60 7.151 19.34 40.00 47.67 02) 1 5/8" Coax Yes 2.67 12.00 0.40 7.151 12.89 32.00 47.67 (1)1 5/8" Coax Yes 2.67 1.04 0.00 7.151 0.00 2.77 47.67 (1) 7/8" Coax Yes 2.67 0.52 0.00 7.151 0.00 1.39 47.67 (1) 7/8" Coax Yes 2.67 0.52 0.00 7.151 0.00 1.39 50.00 (15) 1 5/8 coax Yes 2.33 15.00 0.60 7.248 17.15 35.00 Pole : SE06104A Code: TIA/EIA-222 Rev F oYrdghd Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:11 AP Height: 156.0 (ft) Page: 22 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper : 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 50.00 (12)1 5/8" Coax Yes 2.33 12.00 0.40 7.248 11.43 28.00 50.00 (1)1 5/8" Coax Yes 2.33 1.04 0.00 7.248 0.00 2.43 50.00 (117/8" Coax Yes 2.33 0.52 0.00 7.248 0.00 1.21 50.00 (1)7/8" Coax Yes 2.33 0.52 0.00 7.248 0.00 1.21 53.75 (15) 1 518 coax Yes 3.75 15.00 0.60 7.396 28.12 56.25 53.75 (12)1 5/8" Coax Yes 3.75 12.00 0.40 7.396 18.75 45.00 53.75 (1)1 5/8" Coax Yes 3.75 1.04 0.00 7.396 0.00 3.90 53.75 (1)7/8" Coax Yes 3.75 0.52 0.00 7.396 0.00 1.95 53.75 (117/8" Coax Yes 3.75 0.52 0.00 7.396 0.00 1.95 55.00 0 5) 1 5/8 coax Yes 1.25 15.00 0.60 7.444 9.44 18.75 55.00 (12)1 5/8" Coax Yes 1.25 12.00 0.40 7.444 6.29 15.00 55.00 (1)1 5/8" Coax Yes 1.25 1.04 0.00 7.444 0.00 1.30 55.00 (1)7/8" Coax Yes 1.25 0.52 0.00 7.444 0.00 0.65 55.00 (1) 7/8" Coax Yes 1.25 0.52 0.00 7.444 0.00 0.65 60.00 (15)1 5/8 coax Yes 5.00 15.00 0.60 7.628 38.67 75.00 60.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 7.628 25.78 60.00 60.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 7.628 0.00 5.20 60.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 7.628 0.00 2.60 60.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 7.628 0.00 2.60 65.00 (15) 1 5/8 coax Yes 5.00 15.00 0.60 7.802 39.55 75.00 65.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 7.802 26.37 60.00 65.00 (111 5/8" Coax Yes 5.00 1.04 0.00 7.802 0.00 5.20 65.00 1117/6" Coax Yes 5_0o 0.52 0.00 7.802 0.00 2.60 65.00 (1)7/8" Coax Yes 5.00 0.52 0.00 7.802 0.00 2.60 70.00 0 5) 1 5/8 coax Yes 5.00 15.00 0.60 7.966 40.39 75.00 70.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 7.966 26.93 60.00 70.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 7.966 0.00 5.20 70.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 7.966 0.00 2.60 70.00 (117/8" Coax Yes 5.00 0.52 0.00 7.966 0.00 2.60 75.00 0 5) 1 5/8 coax Yes 5.00 15.00 0.60 8.123 41.18 75.00 75.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 8.123 27.45 60.00 75.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.123 0.00 5.20 75.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.123 0.00 2.60 75.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.123 0.00 2.60 80.00 0 5) 1 5/8 coax Yes 5.00 15.00 0.60 8.272 41.94 75.00 80.00 (1211 5/8" Coax Yes 5.00 12.00 0.40 8.272 27.96 60.00 80.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.272 0.00 5.20 80.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.272 0.00 2.60 80.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.272 0.00 2.60 85.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 8.415 42.66 75.00 85.00 0 2) 15/8" Coax Yes 5.00 12.00 0.40 8.415 28.44 60.00 85.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 8.415 0.00 5.20 85.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.415 0.00 2.60 85.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.415 0.00 2.60 90.00 0 5) 15/8 coax Yes 5.00 15.00 0.60 8.552 43.36 75.00 90.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 8.552 28.90 60.00 90.00 (1) 1 5/8" Coax Yes 5.00 1.04 0.00 8.552 0.00 5.20 90.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.552 0.00 2.60 90.00 (1) 7/8" Coax Yes 5.00 0.52 0.00 8.552 0.00 2.60 95.00 05) 1 5/8 coax Yes 5.00 15.00 0.60 8.683 44.02 75.00 95.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 8.683 29.35 60.00 95.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.683 0.00 5.20 95.00 (1)7/8" Coax Yes 5.00 0.52 0.00 8.683 0.00 2.60 97.00 0 5) 1 5/8 coax Yes 2.00 15.00 0.60 8.735 17.71 30.00 97.00 (12)1 5/8" Coax Yes 2.00 12.00 0.40 8.735 11.81 24.00 97.00 (111 5/8" Coax Yes 2.00 1.04 0.00 8.735 0.00 2.08 97.00 (1) 7/8" Coax Yes 2.00 0.52 0.00 8.735 0.00 1.04 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Location : PT Reservoir, WA y 6/10/2008 9:06:11 All Height: 156.0 (ft) Page: 23 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case:: Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 100.0 05) 1 518 coax Yes 3.00 15.00 0.60 8.810 26.80 45.00 100.0 02) 1 5/8" Coax Yes 3.00 12.00 0.40 8.810 17.87 36.00 100.0 (111 5/8" Coax Yes 3.00 1.04 0.00 8.810 0.00 3.12 100.0 (1) 7/8" Coax Yes 3.00 0.52 0.00 8.810 0.00 1.56 101.4 0 5) 1 5/8 coax Yes 1.42 15.00 0.60 8.845 12.71 21.25 101.4 (12) 1 5/8" Coax Yes 1.42 12.00 0.40 8.845 8.47 17.00 101.4 (1)1 5/8" Coax Yes 1.42 1.04 0.00 8.845 0.00 1.47 101.4 (1)7/8" Coax Yes 1.42 0.52 0.00 8.845 0.00 0.74 105.0 (151 1 5/8 coax Yes 3.58 15.00 0.60 8.933 32.46 53.75 105.0 (12)1 5/8" Coax Yes 3.58 12.00 0.40 8.933 21.64 43.00 105.0 (1)1 5/8" Coax Yes 3.58 1.04 0.00 8.933 0.00 3.73 105.0 (1)7/8" Coax Yes 3.58 0.52 0.00 8.933 0.00 1.86 110.0 0 5) 1 5/8 coax Yes 5.00 15.00 0.60 9.051 45.89 75.00 110.0 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 9.051 30.59 60.00 110.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 9.051 0.00 5.20 110.0 (1) 7/8" Coax Yes 5.00 0.52 0.00 9.051 0.00 2.60 115.0 (15) 1 5/8 coax Yes 5.00 15.00 0.60 9.166 46.47 75.00 115.0 (12)1 5/8" Coax Yes 5.00 12.00 0.40 9.166 30.98 60.00 115.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 9.166 0.00 5.20 115.0 (117/8" Coax Yes 5.00 0.52 0.00 9.166 0.00 2.60 120.0 (151 1 5/8 coax Yes 5.00 15.00 0.60 9.277 47.03 75.00 120.0 (1211 5/8" Coax Yes 5.00 12.00 0.40 9.277 31.36 60.00 120.0 (111 5/8" Coax Yes 5.00 1.04 0.00 9.277 0.00 5.20 120.0 (1) 7/8" Coax Yes 5.00 0.52 0.00 9.277 0.00 2.60 125.0 05) 1 5/8 coax Yes 5.00 15.00 0.60 9.385 47.58 75.00 125.0 (12)1 5/8" Coax Yes 5.00 12.00 0.40 9.385 31.72 60.00 125.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 9.385 0.00 5.20 125.0 (1)7/8" Coax Yes 5.00 0.52 0.00 9.385 0.00 2.60 130.0 (151 1 5/8 coax Yes 5.00 15.00 0.60 9.490 48.11 75.00 130.0 (12) 1 5/8" Coax Yes 5.00 12.00 0.40 9.490 32.08 60.00 130.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 9.490 0.00 5.20 133.5 (15) 1 5/8 coax Yes 3.58 15.00 0.60 9.563 34.75 53.75 135.0 (15) 1 5/8 coax Yes 1.42 15.00 0.60 9.592 13.78 21.25 136.7 (15) 1 5/8 coax Yes 1.75 15.00 0.60 9.627 17.08 26.25 140.0 (15)1 5/8 coax Yes 3.25 15.00 0.60 9.691 31.94 48.75 143.0 (151 1 5/8 coax Yes 3.00 15.00 0.60 9.750 29.66 45.00 Totals: 1,841.77 3,951.97 Pole: SE06104A Code: TIA/EIA-222 Rev F Copynght Semaan Engineering Solutions, Inc Location : PT Reservoir, WA Y 6/10/2008 9:06:11 All Height: 156.0 (ft) Page: 24 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Load Case: Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 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 5.00 226.17 1,447.42 0.00 0.00 10.00 222.11 1.419.40 0.00 0.00 15.00 218.06 1,391.38 0.00 0.00 20.00 214.01 1,363.36 0.00 0.00 25.00 209.95 1,335.35 0.00 0.00 30.00 205.90 1,307.33 0.00 0.00 35.00 206.93 1,279.31 0.00 0.00 40.00 210.45 1.251.29 0.00 0.00 45.00 213.03 1,223.27 0.00 0.00 47.67 113.61 640.96 0.00 0.00 50.00 100.84 991.84 0.00 0.00 53.75 163.24 1.568.45 0.00 0.00 55.00 54.18 292.98 0.00 0.00 60.00 219.05 1.154.41 0.00 0.00 65.00 219.09 1.126.39 0.00 0.00 70.00 218.67 1,098.37 0.00 0.00 75.00 217.81 1,070.36 0.00 0.00 80.00 216.58 1,042.34 0.00 0.00 85.00 214.99 1,014.32 0.00 0.00 90.00 442.28 1,156.30 0.00 0.00 95.00 210.85 955.68 0.00 0.00 97.00 83.29 374.43 0.00 0.00 100.0 125.86 889.83 0.00 0.00 101.4 58.97 413.77 0.00 0.00 105.0 148.60 574.62 0.00 0.00 110.0 205.18 781.76 0.00 0.00 115.0 201.97 758.41 0.00 0.00 120.0 198.55 735.06 0.00 0.00 125.0 446.46 881.72 0.00 0.00 130.0 2.075.81 2,243.61 0.00 0.00 133.5 111.11 430.38 0.00 0.00 135.0 43.67 235.23 0.00 0.00 136.7 53.46 286.44 0.00 0.00 140.0 97.96 276.21 0.00 0.00 143.0 1.895.44 1.316.21 0.00 0.00 145.0 38.24 133.67 0.00 0.00 150.0 176.21 524.37 0.00 294.21 155.0 86.70 310.36 0.00 0.00 156.0 1,549.09 2,955.43 0.00 910.68 Totals: 11,914.35 38,252.02 0.00 1,204.89 Pole : SE06104A Location : PT Reservoir, WA Height: 156.0 (ft) Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper : 0.276718 (in/ft) Code: TIA/EIA-222 Rev F Base Elev : 1.000 (ft) Copyright Semaan Engineering Solutions, Inc 6/10/2008 9:06:11 All Page: 25 X Load Case: Twist/Sway 50.00 mph Wind with No Ice 23 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 kl s) (kiEs) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 -11.934 -38.246 0.000 0.000 0.000 -1.300.359 0.000 0.000 0.000 0.000 5.00 -11.745 -36.786 0.000 0.000 0.000 -1.240.692 -0.031 0.000 0.031 -0.058 10.00 -11.557 -35.355 0.000 0.000 0.000 -1,181.971 -0.125 0.000 0.125 -0.118 15.00 -11.372 -33.952 0.000 0.000 0.000 -1.124.184 -0.281 0.000 0.281 -0.179 20.00 -11.189 -32.577 0.000 0.000 0.000 -1.067.323 -0.503 0.000 0.503 -0.242 25.00 -11.009 -31.230 0.000 0.000 0.000 -1.011.376 -0.791 0.000 0.791 -0.306 30.00 -10.830 -29.912 0.000 0.000 0.000 -956.335 -1.146 0.000 1.146 -0.372 35.00 -10.648 -28.621 0.000 0.000 0.000 -902.188 -1.572 0.000 1.572 -0.439 40.00 -10.460 -27.359 0.000 0.000 0.000 -848.951 -2.068 0.000 2.068 -0.508 45.00 -10.260 -26.128 0.000 0.000 0.000 -796.652 -2.638 0.000 2.638 -0.578 47.67 -10.156 -25.482 0.000 0.000 0.000 -769.292 -2.972 0.000 2.972 -0.617 50.00 -10.064 -24.483 0.000 0.000 0.000 -745.594 -3.282 0.000 3.282 -0.652 53.75 -9.897 -22.910 0.000 0.000 0.000 -707.855 -3.817 0.000 3.817 -0.707 55.00 -9.857 -22.610 0.000 0.000 0.000 -695.484 -4.005 0.000 4.005 -0.727 60.00 -9.650 -21.447 o_000 0.000 0.000 -646.199 -4.804 0.000 4.804 -0.798 65.00 -9.440 -20.312 0.000 0.000 0.000 -597.951 -5.679 0.000 5.679 -0.871 70.00 -9.230 -19.205 0.000 0.000 0.000 -550.749 -6.632 0.000 6.632 -0.945 75.00 -9.017 -18.126 0.000 0.000 0.000 -504.602 -7.662 0.000 7.662 -1.021 80.00 -8.805 -17.076 0.000 0.000 0.000 -459.515 -8.773 0.000 8.773 -1.097 85.00 -8.591 -16.055 0.000 0.000 0.000 -415.493 -9.964 0.000 9.964 -1.175 90.00 -8.145 -14.897 0.000 0.000 0.000 -372.537 -11.236 0.000 11.236 -1.253 95.00 -7.926 -13.939 0.000 0.000 0.000 -331.813 -12.590 0.000 12.590 -1.331 97.00 -7.844 -13.561 0.000 0.000 0.000 -315.961 -13.155 0.000 13.155 -1.364 100.0 -7.704 -12.670 0.000 0.000 0.000 -292.431 -14.028 0.000 14.028 -1.412 101.4 -7.643 -12.252 0.000 0.000 0.000 -281.517 -14.450 0.000 14.450 -1.435 105.0 -7.495 -11.672 0.000 0.000 0.000 -254.129 -15.549 0.000 15.549 -1.492 110.0 -7.285 -10.885 0.000 0.000 0.000 -216.655 -17.158 0.000 17.158 -1.578 115.0 -7.076 -10.123 0.000 0.000 0.000 -180.231 -18.855 0.000 18.855 -1.660 120.0 -6.868 -9.385 0.000 0.000 0.000 -144.852 -20.638 0.000 20.638 -1.739 125.0 -6.404 -8.510 0.000 0.000 0.000 -110.513 -22.498 0.000 22.498 -1.810 130.0 -4.263 -6.331 0.000 0.000 0.000 -78.492 -24.428 0.000 24.428 -1.872 133.5 -4.140 -5.903 0.000 0.000 0.000 -63.217 -25.848 0.000 25.848 -1.911 135.0 -4.090 -5.668 0.000 0.000 0.000 -57.351 -26.418 0.000 26.418 -1.926 136.7 -4.030 -5.382 0.000 0.000 0.000 -50.193 -27.127 0.000 27.127 -1.943 140.0 -3.925 -5.107 0.000 0.000 0.000 -37.097 -28.459 0.000 28.459 -1.970 143.0 -1.987 -3.856 0.000 0.000 0.000 -25.323 -29.708 0.000 29.708 -2.003 145.0 -1.946 -3.723 0.000 0.000 0.000 -21.349 -30.551 0.000 30.551 -2.021 150.0 -1.752 -3.205 0.000 0.000 0.000 -11.327 -32.687 0.000 32.687 -2.055 155.0 -1.655 -2.897 0.000 0.000 0.000 -2.566 -34.850 0.000 34.850 -2.073 156.0 -1.549 0.000 0.000 0.000 0.000 -0.911 -35.284 0.000 35.284 -2.074 Pole : SE06104A Code: TIA/EIA-222 Rev F J t d Semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:11 AF Height: 156.0 (ft) Page: 26 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper: 0.276718 (in/ft) Base Elev : 1.000 (ft) Z/ Load Case: Twist/Sway 50.00 mph Wind with No Ice 23 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg I Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.54 0.34 0.00 0.00 0.00 15.20 15.75 50.5 0.0 0.312 5.00 0.54 0.34 0.00 0.00 0.00 15.21 15.75 51.1 0.0 0.309 10.00 0.53 0.35 0.00 0.00 0.00 15.21 15.75 51.6 0.0 0.305 15.00 0.52 0.35 0.00 0.00 0.00 15.21 15.74 52.0 0.0 0.303 20.00 0.51 0.35 0.00 0.00 0.00 15.20 15.72 52.0 0.0 0.302 25.00 0.50 0.36 0.00 0.00 0.00 15.18 15.69 52.0 0.0 0.302 30.00 0.50 0.36 0.00 0.00 0.00 15.15 15.66 52.0 0.0 0.301 35.00 0.49 0.37 0.00 0.00 0.00 15.11 15.61 52.0 0.0 0.300 40.00 0.48 0.37 0.00 0.00 0.00 15.05 15.54 52.0 0.0 0.299 45.00 0.47 0.37 0.00 0.00 0.00 14.98 15.46 52.0 0.0 0.297 47.67 0.47 0.37 0.00 0.00 0.00 14.93 15.41 52.0 0.0 0.297 50.00 0.45 0.38 0.00 0.00 0.00 14.89 15.36 52.0 0.0 0.296 53.75 0.43 0.37 0.00 0.00 0.00 14.32 14.76 52.0 0.0 0.284 55.00 0.43 0.37 0.00 0.00 0.00 14.29 14.73 52.0 0.0 0.283 60.00 0.42 0.38 0.00 0.00 0.00 14.14 14.58 52.0 0.0 0.280 65.00 0.41 0.38 0.00 0.00 0.00 13.97 14.40 52.0 0.0 0.277 70.00 0.40 0.39 0.00 0.00 0.00 13.77 14.18 52.0 0.0 0.273 75.00 0.39 0.39 0.00 0.00 0.00 13.53 13.94 52.0 0.0 0.268 80.00 0.38 0.40 0.00 0.00 0.00 13.25 13.64 52.0 0.0 0.263 85.00 0.37 0.40 0.00 0.00 0.00 12.91 13.30 52.0 0.0 0.256 90.00 0.36 0.40 0.00 0.00 0.00 12.52 12.90 52.0 0.0 0.248 95.00 0.35 0.40 0.00 0.00 0.00 12.10 12.46 52.0 0.0 0.240 97.00 0.35 0.40 0.00 0.00 0.00 11.91 12.28 52.0 0.0 0.236 100.00 0.33 0.41 0.00 0.00 0.00 11.60 11.95 52.0 0.0 0.230 101.42 0.38 0.48 0.00 0.00 0.00 13.13 13.54 52.0 0.0 0.261 105.00 0.37 0.48 0.00 0.00 0.00 12.62 13.02 52.0 0.0 0.251 110.00 0.37 0.49 0.00 0.00 0.00 11.78 12.17 52.0 0.0 0.234 115.00 0.36 0.50 0.00 0.00 0.00 10.77 11.16 52.0 0.0 0.215 120.00 0.35 0.51 0.00 0.00 0.00 9.56 9.95 52.0 0.0 0.191 125.00 0.33 0.50 0.00 0.00 0.00 8.10 8.48 52.0 0.0 0.163 130.00 0.26 0.35 0.00 0.00 0.00 6.42 6.71 52.0 0.0 0.129 133.58 0.25 0.36 0.00 0.00 0.00 5.62 5.91 52.0 0.0 0.114 135.00 0.25 0.36 0.00 0.00 0.00 5.28 5.56 52.0 0.0 0.107 136.75 0.39 0.59 0.00 0.00 0.00 7.64 8.10 52.0 0.0 0.156 140.00 0.39 0.60 0.00 0.00 0.00 6.12 6.59 52.0 0.0 0.127 143.00 0.30 0.31 0.00 0.00 0.00 4.51 4.84 52.0 0.0 0.093 145.00 0.30 0.32 0.00 0.00 0.00 4.01 4.34 52.0 0.0 0.083 150.00 0.28 0.30 0.00 0.00 0.00 2.44 2.77 52.0 0.0 0.053 155.00 0.27 0.31 0.00 0.00 0.00 0.64 1.06 52.0 0.0 0.020 156.00 0.00 0.29 0.00 0.00 0.00 0.23 0.56 52.0 0.0 0.011 Pole : SE06104A Code: TIA/EIA-222 Rev F�p5+'iglu; semaan Engineering Solutions, Inc Location : PT Reservoir, WA 6/10/2008 9:06:11 All Height: 156.0 (ft) Page: 27 Shape: 18 Sides Base Dia : 59.43 (in) Top Dia : 18.02 (in) Taper : 0.276718 (in/ft) Base Elev : 1.000 (ft) Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 30.6 0.00 38.21 0.00 0.00 3325.96 39.45 50.5 0.00 0.781 Ice 26.5 0.00 51.86 0.00 0.00 2926.93 34.97 50.5 0.00 0.692 Twist/Sway 11.9 0.00 38.25 0.00 0.00 1300.36 15.75 50.5 0.00 0.312 BLD08-155 001092004 Plan Review Fee BLD08-155 001092004 Technology Fee for Building Permit BLD08-155 001092004 State Building Code Council Fee BLD08-155 001092004 Building Permit Fee BLD08-155 001092004 Record Retention Fee for Building P w w= Receipt Number. 08 058 $208.81 $158.81 $6.43 $6.43 $4.50 $4.50 $321.25 $321.25 $10.00 $10.00 Total $500.99 $50.00 BLD08-155 $0.00 $0.00 $0.00 $0.00 $0.00 genpmtrreceipts Page 1 of 1 Receipt Number .. ..... .... ...... ... ...... Original Fee Amount F��el Permit Parcel Fee Description' Ain ount paid ftian"c"e BLD08-155 001092004 Plan Review Fee $50.00 $50.00 $0.00 Total: $50.00 Previous Paymenthistory: Ro ce 1pt # Receipt Date Fee Description AmountPald PermitI, Payment Ch,e,cit FaYm�ont Method Num iber A moon CHECK 10686 $50.00 Total $50.00 genpnitrreceipts Page 1 of 1 EPA d-, 00 d O O � H v a � A aw C O ce ul w � Z co _- O a w Q= r wz Q O J LU Q J Z> O Q w w m a F. Ny Z � WN W Z J � a a 0: U) J as J Z a o LU U a Z y T � 2 Z r a w a O� w U w O r cc O 0 Z W W O a AL J is IL N z U O z Qo J_ 07 J Co o� U Z ILs U) Z 0 2 O W = U- F a Q a W Z Q o a. � a a� U U) a 2 a r w r F O IL m w a fu w co oZ cr N O acri V U � co O Q, z O w LU U p O Q ' J p F d W w U U) N U)p W F w a LO LO ao 0 J m O z F- Q' W IL O O N m O O O O z J W U Q a r Z W O U W a 0 IL co Z Z O w a N z N r- z w O U z 0 U 0 o z W c/ F- z W W 0 F- O N U w Z 0 U CL U)i z - 0 - O rn N U U) 0 O „ W a N Z w W Z o 3. 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