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Home My WebLink AboutBLD07-008 lor Ilk , cloppOpr Toly �� x CITY OF PORT TOWNSEND `� iv v DEVELOPMENT SERVICES DEPARTMENT 914 INSPECTION REPORT �w For inspections,call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections,call by 3:00 PM Friday. DATE OF INSPECTION: i p-71('`7 PERMIT NUMBER: ,'3 L D 07- 008' SITE ADDRESS: a.d1 ) 1 a0 T3-I- PROJECT NAME: \pr)r ;/1\1c! -)---e4 CONTRACTOR: (f3C). . ^) CONTACT PERSON: 1� PHONE: 1 5 02.33 ) 3&'9 TYPE OF INSPECTION: A r) ra s i �� 3 (.0rr-1- m ---1.- (ki' 4k L__ A-A(1 (,'U F.' ❑ APPROVED ❑ APPROVED WITH CI NOT APPROVED //I CORRECTIONS ~'`'----•-----"`"' Ok to proceed. Corrections will be Call for re-inspection before I1 checked at next inspection procee 'ng. w Inspector :t Date / 27 5 j ! Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. • • CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT# ,r'3 L-co'7-008 DATE RECEIVED: ih -7 JO 7 SCOPE OF WORK:A4 . din -P1 me l I in Aa.s-t-r vett)re -f ex is-h 5 tower- X Plans on 5h DATE ACTION INITIALS k/! -7/07 Entered into TRIPS poi_srESA-to Planning -no evidence of ESA- Vested Date Checked for Completeness ,1/4-2-/c 7 — // /t'7 L i� -F/�; L I/�,` _C f h&; 4i2 , r kcK, \\Bcdpermits\forms\BUILDING\Permit Activity Log.doc I City of Port Townsend 181 Quincy Street Suite 301 Port Townsend,WA 98368 Phone(360)344-3057 Fax(360)385-7675 CITY OF PORT TOWNSEND BUILDER'S PERMIT & INSPECTION RECORD THIS CARD MUST BE POSTED AT CONSTRUCTION SITE Call 385-2294 before 3:00 p.m. for next day Inspection Permit Number: BLD07-008 Issued: 01/22/2007 Parcel Number: 001-092-004 Job Address: 2911 20th St. Zoning: P/OS(B) Occupancy: NA Nature of Work: Modifications to existing telecommunications facility. Owner: City of Port Townsend/Sprint/Nextel Contractor: TBD SEPARATE PERMITS REQUIRED: ELECTRICAL (WA State Labor and Industries) REQUIRED INSPECTIONS APPROVED/DATE FINAL INSPECTION i GENERAL CONDITIONS 1. Contractors working on this project are required to have a Labor & Industries contractor's registration number and a City business license. 2. A separate electrical permit is required for any electrical work. 3. All Building Permits expire if no progress has been made within 180 days. 4. POST T, 'ERMIT ON-SITE WITH THE APPROVED PLANS. 1 : /7z7 ?if 516 7 ��1P! ICANT SIGNATURE DAT L G Call 48 hours before you dig for utility locates 1-800-424-5555 Page 1 of 2 • OF voRT TOS • CITY OF PORT TOWNSEND ya COMMERCIAL BUILDING PERMIT APPLICATION o '" fl NEW CONSTRUCTION,REMODELS,ADDITIONS,&ALTERATIONS114- Property Owner's Name(s) C 'c C f c k \O i J n �- V Mailing Address Phone Permit No. 13 Lb 07- CX�f3 Property Street Addressfi Parcel# 11 d c.001 Zoning District / Q'5 Construction Type Occupancy Rating / Legal Description: Addition c c - BAA S Block Lot(s) General Contractor's Name tcr\ C tm v (A -i v\ SE�C U r r? ;� co�_t J Mailing Address 7 f Ps()zi G .#- (I17- Phone yd-c -37s State License Number cpcS) S13 ' VV Exp. Date: City Business License Number Exp. Date: Authorized Representative/Contact Person: efit (-; cry Phone: 'XL C Estimated Value of construction$ T c , COP Financed By j1J1h' Date Work is to Begin re_L`zc)k- ,>;Date Work is to be Completed (j 3 he-e16 Please check all that applies for the type of building permit you are requesting: New Commercial X Addition/Expansion New Multi-family-#of units: Change of Use Repair/Remodel/Tenant Improvement Grading/Excavation Other(please describe): City Sewer 3/4"Water Meter 1 1/2 "Water Meter Septic 1"Water Meter 2"Water Meter Side Sewer Contractor: Floor Area The proposed structure is to be used for N/A- Conditioned Space Sq. Ft: Restrooms Sq. Ft: Basement Sq. Ft: Storage Sq. Ft: Mezzanine Sq. Ft: Entry/Lobby Sq. Ft: Other(please describe): Decks Sq. Ft: http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Application-Commercial Building.doc . Property Site Area/Coverage Information Total area of the property in square feet: 5. (2 keit 3 Total area covered by structures in square feet(existing &proposed; use fdn. bldg. line for dimension): Percentage of lot coverage: iJ C,w C,,\c! { Sk \(j ' X (' S G 5(1Li JL Z J L Impervious Surfaces. Please provide the square footage of the roof area of the proposed and existing structures, and the square footage of the total area covered by porches, walkways, patios and driveways, parking, etc. Proposed Building Roofprint Sq. Ft: Existing Building Roofprint Sq. Ft: Proposed Garage Roofprint Sq. Ft: Existing Garage Roofprint Sq. Ft: Proposed Porch/Walkway Sq. Ft: Existing Porch/Walkway Sq. Ft: Proposed Parking/Driveways Sq. Ft: Existing Parking/Driveways Sq. Ft: Other(describe): Other(describe): Total Proposed Impervious Sq. Ft: C) Total Existing Impervious Sq. Ft: % New Please check the plans that you are submitting with this application: Site Plan Framing/Roof Framing Plan Parking Plan Building &Wall Sections Landscaping Plan Elevations Drainage/Erosion Control Plumbing Foundation Plan Mechanical Floor Plan NREC Compliance: Electric Non- electric Special Conditions-Please check YES or NO as applicable YES NO 1. Is the property within 200 feet of a fresh or salt water shoreline? 2. Is the property within the Port Townsend Historical District? 3. Is the property located within or adjacent to an environmentally sensitive area? 4. Will this proposal involve any sewer,water or other utility extensions that will or could serve vacant properties other than the project site? If yes, please identify the utility extensions and sites ti j (attach list). 5. Have any special conditions been placed on this property, or has the property been subject to any conditions on any prior action of the City(If yes, attach copies of appropriate documents): Subdivision/Short Plat/Boundary Line Adjustment? SEPA(environmental review)? Y. Variance? Conditional Use Permit? Street Vacation? http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Application-Commercial Building.doc • • Planned Unit Development? Restrictive Covenant? }� Easement? k. 6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If yes, attach list) 7. Have any of the properties listed in item#6 been developed within the last two years?(if yes, attach list) 8. Have you previously discussed this project with a City staff member? If yes, who and when? 1� Applicant Certification The applicant hereby certifies to have knowledge of those sections of the Uniform Building Code and the Port Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with these codes;the applicant understands that the permit, if issued, expires in six months unless work is started; that the permit, after construction has started, will expire after one year if an inspection is not made to show significant progress on the structure; the applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat restrictions, and water and sewer plans attached hereto;the applicant certifies that all information given above and on accompanying plans is complete and accurate to the best of his/her knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such information is later found to be inaccurate any permits may be withdrawn. The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, judgments, claims, or demands, or from any liability of any nature arising from any non-compliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend. Complete Application Port Townsend Municipal Code, Section 16.04.140, Vested Rights-Substantially Complete Building Permit Application: Application for all land use and development permits required under ordinances of the city shall be considered under the zoning and other land use control ordinances in effect on the date a fully complete building permit application, meeting the requirements identified in this section, is filed with the Building and Community Development Department. Until a complete building permit application is filed, all applications for land use and development permits shall be reviewed subject to any zoning or other land use control ordinances which become effective prior to the date of issuance of a final decision by the city on the application. An application for a building permit shall be considered complete when an application meeting all of the requirements of Section 106.3 of the Uniform Building Code, 1997 Edition, is submitted which is consistent with all then applicable ordinances and laws. In addition, to be considered complete, such an application must be accompanied by complete applications for any subsidiary land use or development permits needed, such as a complete shoreline management permit application and/or complete applications for other discretionary permits required under the ordinances of Port Townsend. An application for a partial permit under Section 106.4.1 of the Uniform Building Code, 1997 Edition, shall not be considered complete unless it meets all requirements stated above and contains plans for the complete structural frame of the building and the architectural plans for the structure. Signature of Property 0- -- or Authorized Representative Date http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Application-Commercial Building.doc • For Office Use Only Permit No. Building Official Approval Date Issued Plan Review Fee$ Date Receipt No. Water/Sewer SDC$ Date Receipt No. Balance Due$ Date Receipt No. Owner/Representative Signature Date Received http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Application-Commercial Building.doc • CITY OF PORT TOWNSENN COMMERCIAL BUILDING PERMIT PLANS CHECKLIST Name c(Z..: i/ ,J e itt4loge se-p &. a ).D Permit# Please read the following information before preparing your building permit plans. Construction documents must be of sufficient detail to show clearly the project in its entirety with emphasis on the following: structural integrity, life safety, architectural barriers (accessibility requirements), compliance with all other codes having jurisdiction and description of scope of work(e.g., tenant improvement, remodel, etc.). New Commercial Construction: Four sets of plans (minimum paper size 18"x 24") are required with one copy of the application form. New construction requires a Public Works Street/Utility Development Permit application or Minor Improvement Permit application be submitted with your Building Permit application. Additions, Remodels, Alterations: Three sets of plans (minimum paper size 18" x 24") are required with the application form. Plans Designed by an Architect or Engineer: Construction of a residential building that exceeds four dwelling units and/or a building of any occupancy that exceeds 4000 square feet: plans must be prepared by a Washington State registered architect. Plans with architect and engineer information(name, etc.) must have that architect's or engineer's wet seal [minimum one(1) set of originals] with an original signature in color other than black. List the page number,in the spaces provided below, for each item that you have included on your plans and include this checklist with your permit submittal. A separate Deferred Submittal Request form shall be submitted with the construction drawings for all deferred items. Page# COVER SHEET -T--1 Project identification T-1 Project address, legal description, location map, and tax parcel number .1--( All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination; all communication I -I will be directed through this person Design criteria: occupancy group(e.g., F-1); construction type(e.g.,V-B); seismic zone(D2); floor area(IBC allowed vs. proposed); fire sprinkler requirements (if any); height and number of stories; total occupant load; land use zone; parking requirements (required vs.provided); allowed soil bearing pressure; design loads (floor, roof, wind, etc.);material strengths, if applicable; soils report, if applicable; landscaping, if required; flood hazard zone(if applicable) and deferred submittals per IBC Section 106.3.4.2 Indicate compliance with the following codes: 2003 International Building Code, 2003 International Mechanical Code, 2003 International Fire Code, 2003 Uniform Plumbing Code and Uniform Plumbing Code Standards, 2003 Washington State Energy Code, 2003 Washington State Ventilation and Indoor Air Quality Code,WAC 51.40 Washington State Barrier Free Facilities &Design (Chapter 11, 2003 IBC), 1993 Water Conservation Standards and all related Washington Administrative Code Changes, with changes and exceptions set forth in Ordinance No. 2867. http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Checklist-Commercial Permit Plans Checklist-Applicant.DOC Page 1 of 4 Revised 8/31/04 Page# SITE/PLOT PL41/1 fk Property lines and dimensions, including all interior lot lines with North arrow indicated All existing and proposed building lines with exterior dimensions and roof overhangs ,c_, All streets, driveways, easements and building setbacks 1 Site access, water, sewer,hydrants and electrical points of connection Required parking(per Chapter 17.72 PTMC &WAC 51.40), Barrier Free access (per WAC 51.40), landscaping, drainage and grading design PAGE# FOUNDATION PLAN Footings, piers and foundation walls (including interior footing or pier locations) Reinforcing steel for all concrete Posts,beams sizes and spans; detail beam/post and post/pier(or footing)positive connection Beam pockets or method of securing beam ends Floor joist, size,material grade, spacing and spans Foundation venting and calculations Crawl space access and dimensions Plumbing sizes and location of foundation penetration Vapor retarder on crawl space ground(6 mil black polyethylene) PAGE# FLOOR PLAN All floors, including basements Room uses, sizes and square footage by room and floor level Overall dimensions and locations of all structural elements and openings Wall bracing per IBC Section 2308.9.3 and Table 2308.9.3(1) (if multi-story show length per story and location) or engineered plans (two sets, including one original wet sealed/stamped copy) All doors and windows (safety glazing noted where required) Barrier Free required designs per IBC Ch.11 Restroom interior finishes per IBC Section 804 Plumbing fixtures Stairways: width, rise,run, handrails, guardrails, landings,barrier free requirements, etc. Area and occupancy separation, all fire rated assemblies, draft stops and fire blocking Door, window and hardware schedules http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Checklist-Commercial Permit Plans Checklist-Applicant.DOC Page 2 of 4 Revised 8/31/04 • • PAGE# FLOOR FRAMING AND ROOF FRAMING PLAN Identify structural members, grade, material size and method of attachment;roof venting, roof drainage and location of roof mounted equipment PAGE# EXTERIOR ELEVATIONS A-`"S Exterior views on front, rear and sides Decks, steps, handrails, guardrails, landings,balconies,marquees,porches Final grade Height of building per IBC Section 502.1 PAGE# BUILDING SECTIONS AND WALL SECTIONS All materials of construction from footing through roof covering All fire-rated assemblies and fire-rated penetrations All vertical dimensions Dry or wet floodproofing(if in a flood zone—see FEMA Flood Insurance Rate Maps for which zone) PAGE# INTERIOR ELEVATIONS All Barrier-Free required designs with proper clearances shown(including signage)—see below Guardrail heights,handrails, stairways, elevator operation panels, etc. PAGE# MECHANICAL SYSTEM Entire mechanical system All units, their sizes,mounting details, all duct work and duct sizes Fire dampers where required Equipment schedules PAGE# PLUMBING SYSTEM All fixtures,piping, slopes,materials and sizes (provide calculations) Connection points to utilities, septic tanks, pretreatment sewer systems and water wells Greasetraps and/or grease interceptors required for commercial kitchens http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Checklist-Commercial Permit Plans Checklist-Applicant.DOC Page 3 of 4 Revised 8/31/04 PAGE# BARRIER-FRACCESSIBILITY DESIGN • Grab bar mounting heights, sink clearances, fixture locations, sizes, and placement Restrooms—show 5 foot diameter circle used for measuring unobstructed floor space Exterior Route of Travel—show all connections from the entrance PAGE# ACCESSIBLE PARKING Dimensions of all parking spaces, aisle striping, signage(including for van parking), surfacing. PAGE# LANDSCAPING PLAN Existing and proposed grades Underground and above ground utilities All existing and new structures All streets, walkways and sidewalks Plant materials with appropriate symbols and identifications keyed to planting schedule Planting schedule to include botanical and common names, sizes and conditions of plants Plant installation techniques and guidelines.(Example: bareroot vs.container) PAGE# NREC Submit 2003 Non Residential Energy Code(NREC) compliance forms PAGE# WSVIAQ Show compliance with 2003 Washington State Ventilation and Indoor Air Quality code requirements. ELECTRICAL PERMIT- See WA State Department of Labor&Industries for electrical permit. SPRINKLER, HOOD FIRE SUPPRESSION AND ALARM WORK - Separate permit required to be submitted to the Building Department. SEPARATE PLUMBING AND MECHANICAL PERMITS MAY BE REQUIRED SENSITIVE AREA QUESTIONNAIRE—Must be submitted if creating a new footprint of a structure. STRUCTURAL CALCULATIONS -Where required,provide for project's entire structural system. SPECIFICATIONS -To be provided either on the drawings or in booklet form. The specifications shall further define construction regarding construction components,materials and methods of construction, wall finishes and pertinent equipment. REVISIONS -It shall be the responsibility of the owner or owner's agent to obtain revisions approved by the Development Services Department for all changes during the project prior to actual construction. Revision submittals to include completed Revision Form, 2 sets of revised plans, calculations and other applicable documentation. For clarity, all revisions should be identified with a "V" symbol and clouded on the drawings or resubmitted as a new plan set. http://www.cityofpt.us/DSD/Forms/NeedsToBeGrouped/Checklist-Commercial Permit Plans Checklist-Applicant.DOC Page 4 of 4 Revised 8/31/04 • Allk7�2 ri?.4Ma13(LE • ir TA • Dods a Get more iron life. August 6,2003 Attn: David Timmons City Manager City of Port Townsend City Hall 540 Water Street Port Townsend,WA 98368 RE: SE6104A/PT Reservoir VoiceStream PV/SS PCS,LP,City of Port Townsend/VoiceStream Property Lease Telecommunications Facility Located at 2911 20"'Street,Port Townsend,WA,parcel#:001092004 Dear City Manager. Pursuant to Sections 4 and 9 of the City of Port TownsendNoiceStream Property Lease for Telecommunications Facility ("Lease") dated December 2, 1999, by and between the City of Port Townsend, a Washington corporation, ("Lessor")and VoiceStream PV/SS PCS,LP,a Delaware limited partnership,by VoiceStream PV/SS PCS Holdings, LP,a Delaware limited partnership,formerly Cook Inlet Western Wireless PV/SS PCS,LP,a Delaware limited partnership,by its agent VoiceStream PCS BTA I Corporation, a Delaware corporation, ("VoiceStream"), VoiceStream hereby submits advanced notice of VoiceStream's interest to sublease and requests your written consent to sublease the premises to Nextel Communications ("Sublessee"). The Sublessee will be bound by the terms and conditions of the Lease,and Lessor shall be provided 20% of all revenue generated by such sublease,pursuant to Section 4.4. Please indicate your acceptance in the space provided to the undersigned. Any questions or requests for additional information should be directed to Laura Gies at(425)829-0018. Thank you for your cooperation in this matter. Laura Gies Site Marketing Program Coordinator VoiceStream PV/SS PCS,LP • cc: Nextel Communications LESSOR CONSENT: In consideration of the terms,provisions,conditions,covenants,and agreements of that certain Port TownsendNoiceStream Property Lease for Telecommunications Facility, by and between the City of Port Townsend,a Washington corporation,and VoiceStream PV/SS PCS. - a Delaware limited partnership, Lessor hereby agrees and consents to the above sublease, including but not limited t• - ses,rights-of-way and other rights and responsibilities granted to VoiceStream. City of"ort T• send By �� t�la�D %'" ' aryl 379.1"17y> Date:fis'f. 2 .2003 (Signature) (Print name) (Phone#) Title: C r i //I,' r,A rezar2, 45"-/qoU 8/6/2003 . • Page 1 of 5 Jan Hopfenbeck From: Kris Conaxis [Kconaxis©ptswa.com] Sent: Friday, January 19, 2007 9:47 AM To: Jan Hopfenbeck Cc: Kris Conaxis Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Jan, I can't seem to find the fax that you sent. It is very possible it got lost on my end. Could you please send it one more time? Thanks! Kris Conaxis 206.310.6732 FAX 206.903.8513 From: Jan Hopfenbeck [mailto:jhopfenbeck@cityofpt.us] Sent: Tuesday, January 16, 2007 9:05 AM To: Kris Conaxis; John McDonagh Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Good morning, Sounds good. I faxed over the sample letter from T-Mobile re: the lease for your reference. See you tomorrow then. Drive safely, Jan From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Tuesday, January 16, 2007 8:39 AM To: Jan Hopfenbeck; John McDonagh Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Jan, Weather permitting; I am looking to come to Port Townsend tomorrow to submit for the Building Permit for the above mentioned project. Thanks! Kris Conaxis 206.310.6732 From: Jan Hopfenbeck [mailto:jhopfenbeck@cityofpt.us] Sent: Tuesday, January 09, 2007 8:22 AM To: Kris Conaxis; John McDonagh Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 1/24/2007 • • Page2of5 Kris, John will check with the City Attorney on leasehold rights and I'll let you know if we'll need anything else so we can have a complete package at submittal. What is your timeline, Kris, once you submit? Jan From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Monday, January 08, 2007 5:11 PM To: John McDonagh Cc: Jan Hopfenbeck; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Thanks John! Kris Conaxis 206.310.6732 From: John McDonagh [mailto:jmcdonagh@cityofpt.us] Sent: Monday, January 08, 2007 4:43 PM To: Kris Conaxis Cc: Jan Hopfenbeck; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 No problem about the plans&the"proposed"cabinet. Just make sure the BP plan set shows it. Jan and/or Penny should be your point(s) of contact& it looks like Jan gave you the BP fee info. Talk to you soon. 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 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Monday, January 08, 2007 8:59 AM To: John McDonagh; Jan Hopfenbeck Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi John, The new cabinet is labeled as Lucent Modcell, it is to the east of the existing Sprint/Nextel equipment and south of the existing pole. I apologize I do not see a"proposed" label. The cabinet is much smaller than the existing equipment The cabinet will be screened by the existing cabinet and the monopole. If you remember, there is no fence around any of the cellular equipment. The existing Water tank facility fence is utilized to the north, and bollards are used to protect the equipment to the south. Is it possible to get the fees required to submit with a $25,000 valuation? I am hoping to submit this project sometime next week. Is there someone else I should contact while you are on Jury duty? 1/24/2007 • • Page 3 of 5 Thanks, Please let me know if you have any other questions. Kris Conaxis 206.310.6732 From: John McDonagh [mailto:jmcdonagh@cityofpt.us] Sent: Monday, January 08, 2007 8:11 AM To: Kris Conaxis; Jan Hopfenbeck Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, I've looked over your site plan &don't see where the "new" cabinet would go, its size, etc. Is that still part of the project? Or is it just adding the 3 additional panel antennas? Let me know& please cc Jan & Penny. I have been scheduled for jury duty beginning today, so I may be in & out of the office. Thanks, 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 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Thursday, January 04, 2007 12:01 PM To: Jan Hopfenbeck Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Jan, Please find the attached site plans as requested. The project valuation is$25,000. Do I need an appointment to apply for a Building Permit? Please let me know if you have any questions. Thanks! Kris Conaxis 206.310.6732 From: Jan Hopfenbeck [mailto:jhopfenbeck@cityofpt.us] Sent: Wednesday, December 27, 2006 10:49 AM To: Kris Conaxis Cc: John McDonagh; Penny Westerfield 1/24/2007 • Page4of5 Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, John has been out of the office for several days and asked that I respond to your e-mail. For zoning compliance purposes, the cabinet location and screening would be the issue rather than the addition of the three previously permitted antennas. Would you please e-mail or fax to us a sketch of the existing cabinet location, the proposed cabinet location, and their relation to the lease lines? If you prefer a fax, the number is 360-344-4619. The building plans of course would address both the antenna connections and the cabinet slab, fencing, etc. If you have an estimated valuation for installation of the antennas and the cabinet, I can send you permit fee amounts. Please let me know if you have additional questions. Thanks, and happy New Year, Jan From: John McDonagh Sent: Wednesday, December 27, 2006 10:40 AM To: Jan Hopfenbeck Subject: FW: Sprint/Nextel_modification to LUP03-093 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Thursday, December 21, 2006 10:07 AM To: Kris Conaxis; John McDonagh Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi John, Have you had a chance to look at the email I sent out last week regarding the modification to the existing Sprint/Nextel project at 2911 20th street?(original email attached below). Thanks! Kris Conaxis 206.310.6732 From: Kris Conaxis Sent: Friday, December 15, 2006 12:28 PM To: 'jmcdonagh@ci.port-townsend.wa.us' Cc: Kris Conaxis Subject: Sprint/Nextel_modification to LUP03-093 Hi John, I did the application for Nextel to co-locate on the existing tower at 2911 20th street. The request was to co-locate 12 antennas( 9 current 3 future). Sprint Nextel would like to add the 3 additional antennas (1 per sector). They also would like to add one outdoor cabinet, similar to T-mobile and Cingular. Will I need anything in addition to a Building Permit? 1/24/2007 • • Page 5 of 5 Who can I contact in the Building department regarding Permit fees? Thanks for your help! Happy Holidays Kris Conaxis 206.310.6732 1/24/2007 • • Page 1 of 2 Jan Hopfenbeck From: Jan Hopfenbeck Sent: Monday, January 08, 2007 9:19 AM To: 'Kris Conaxis' Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, You do not need an appointment to apply for your building permit. I'll be happy to take a look when you submit if you'd like just in case I have any questions but otherwise, historically, the plans have been pretty straight forward for wireless projects. Fees for your permit will be$254.31 in plan review fees, $391.25 in inspection/permit fees, $4.50 for State Building Code Surcharge, and $10.00 for record retention. The plan review fee is due at the time of application submittal. If you'd like to pay it all at once, the total fees are$660.06. If you have additional questions, let me know. Jan From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Thursday, January 04, 2007 12:01 PM To: Jan Hopfenbeck Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Jan, Please find the attached site plans as requested. The project valuation is$25,000. Do I need an appointment to apply for a Building Permit? Please let me know if you have any questions. Thanks! Kris Conaxis 206.310.6732 From: Jan Hopfenbeck [mailto:jhopfenbeck@cityofpt.us] Sent: Wednesday, December 27, 2006 10:49 AM To: Kris Conaxis Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, John has been out of the office for several days and asked that I respond to your e-mail. For zoning compliance purposes, the cabinet location and screening would be the issue rather than the addition of the three previously permitted antennas. Would you please e-mail or fax to us a sketch of the existing cabinet location, the proposed cabinet location, and their relation to the lease lines? If you prefer a fax, the number is 360-344-4619. The building plans of course would address both the antenna connections and the cabinet slab, fencing, etc. If you have an estimated valuation for installation of the antennas and the cabinet, I can send you permit fee amounts. Please let me know if you have additional questions. 1/24/2007 • • Page 2 of 2 Thanks, and happy New Year, Jan From: John McDonagh Sent: Wednesday, December 27, 2006 10:40 AM To: Jan Hopfenbeck Subject: FW: Sprint/Nextel_modification to LUP03-093 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Thursday, December 21, 2006 10:07 AM To: Kris Conaxis; John McDonagh Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi John, Have you had a chance to look at the email I sent out last week regarding the modification to the existing Sprint/Nextel project at 2911 20th street?(original email attached below). Thanks! Kris Conaxis 206.310.6732 From: Kris Conaxis Sent: Friday, December 15, 2006 12:28 PM To: 'jmcdonagh@ci.port-townsend.wa.us' Cc: Kris Conaxis Subject: Sprint/Nextel_modification to LUP03-093 Hi John, I did the application for Nextel to co-locate on the existing tower at 2911 20th street. The request was to co-locate 12 antennas( 9 current 3 future). Sprint Nextel would like to add the 3 additional antennas (1 per sector). They also would like to add one outdoor cabinet, similar to T-mobile and Cingular. Will I need anything in addition to a Building Permit? Who can I contact in the Building department regarding Permit fees? Thanks for your help! Happy Holidays Kris Conaxis 206.310.6732 1/24/2007 • • Page 1 of 3 Jan Hopfenbeck From: Jan Hopfenbeck Sent: Monday, January 08, 2007 9:22 AM To: 'Kris Conaxis'; John McDonagh Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, Just sent you an e-mail regarding fees. If you have questions regarding the project, you can give me a shout. John is reporting for jury duty this morning but we don't know if he'll be selected or not. He may be back in later this morning or afternoon. You indicated that the new cabinet will be much smaller; any idea of dimensions? Jan From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Monday, January 08, 2007 8:59 AM To: John McDonagh; Jan Hopfenbeck Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi John, The new cabinet is labeled as Lucent Modcell, it is to the east of the existing Sprint/Nextel equipment and south of the existing pole. I apologize I do not see a"proposed" label. The cabinet is much smaller than the existing equipment The cabinet will be screened by the existing cabinet and the monopole. If you remember, there is no fence around any of the cellular equipment. The existing Water tank facility fence is utilized to the north, and bollards are used to protect the equipment to the south. Is it possible to get the fees required to submit with a $25,000 valuation? I am hoping to submit this project sometime next week. Is there someone else I should contact while you are on Jury duty? Thanks, Please let me know if you have any other questions. Kris Conaxis 206.310.6732 From: John McDonagh [mailto:jmcdonagh@cityofpt.us] Sent: Monday, January 08, 2007 8:11 AM To: Kris Conaxis; Jan Hopfenbeck Cc: Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, I've looked over your site plan & don't see where the"new" cabinet would go, its size, etc. Is that still part of the project? Or is it just adding the 3 additional panel antennas? Let me know& please cc Jan & Penny. I have been scheduled for jury duty beginning today, so I may be in &out of the office. Thanks, 1/24/2007 • Page 2 of 3 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 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] • Sent: Thursday,January 04, 2007 12:01 PM To: Jan Hopfenbeck Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Jan, Please find the attached site plans as requested. The project valuation is $25,000. Do I need an appointment to apply for a Building Permit? Please let me know if you have any questions. Thanks! Kris Conaxis 206.310.6732 From: Jan Hopfenbeck [mailto:jhopfenbeck@cityofpt.us] Sent: Wednesday, December 27, 2006 10:49 AM To: Kris Conaxis Cc: John McDonagh; Penny Westerfield Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi Kris, John has been out of the office for several days and asked that I respond to your e-mail. For zoning compliance purposes, the cabinet location and screening would be the issue rather than the addition of the three previously permitted antennas. Would you please e-mail or fax to us a sketch of the existing cabinet location, the proposed cabinet location, and their relation to the lease lines? If you prefer a fax, the number is 360-344-4619. The building plans of course would address both the antenna connections and the cabinet slab, fencing, etc. If you have an estimated valuation for installation of the antennas and the cabinet, I can send you permit fee amounts. Please let me know if you have additional questions. Thanks, and happy New Year, Jan From: John McDonagh Sent: Wednesday, December 27, 2006 10:40 AM To: Jan Hopfenbeck Subject: FW: Sprint/Nextel_modification to LUP03-093 1/24/2007 • • Page 3 of 3 Original Message From: Kris Conaxis [mailto:Kconaxis@ptswa.com] Sent: Thursday, December 21, 2006 10:07 AM To: Kris Conaxis; John McDonagh Subject: RE: Sprint/Nextel_modification to LUP03-093 Hi John, Have you had a chance to look at the email I sent out last week regarding the modification to the existing Sprint/Nextel project at 2911 20th street?(original email attached below). Thanks! Kris Conaxis 206.310.6732 From: Kris Conaxis Sent: Friday, December 15, 2006 12:28 PM To: 'jmcdonagh@ci.port-townsend.wa.us' Cc: Kris Conaxis Subject: Sprint/Nextel_modification to LUP03-093 Hi John, I did the application for Nextel to co-locate on the existing tower at 2911 20th street. The request was to co-locate 12 antennas( 9 current 3 future). Sprint Nextel would like to add the 3 additional antennas (1 per sector). They also would like to add one outdoor cabinet, similar to T-mobile and Cingular. Will I need anything in addition to a Building Permit? Who can I contact in the Building department regarding Permit fees? Thanks for your help! Happy Holidays Kris Conaxis 206.310.6732 1/24/2007 • City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend,WA 98368 NOTICE TO TITLE Grantors: Robert Bammert Grantee: City of Port Townsend, a Washington municipal corporation. Reference: City Permit Number BLD06-152 Legal description: Grantors own the following described real property: S3 T30 R1 W, Tax 49 &Portion of Vacated Hancock Street Assessor's Parcel Number 001-033-004 The new Accessory Dwelling Unit address is 161 Hastings Avenue. It is accessory to the existing single-family residence at 1613 Hastings Avenue. NOTICE IS HEREBY GIVEN to the Grantors/Owners of the above-referenced real property, to potential purchasers and future owners,to agents or representatives, and to any other concerned person or entity: PROPERTY OWNERS HAVE RECEIVED CITY APPROVAL FOR AN ACCESSORY DWELLING UNIT (ADU). PORT TOWNSEND MUNICIPAL CODE REQUIRES THAT THE PROPERTY OWNER RESIDE ON THE SUBJECT PROPERTY, IN EITHER THE PRINCIPAL OR ACCESSORY RESIDENCE, IN ORDER TO RENT OR LEASE THE OTHER UNIT. A ONE-YEAR HARDSHIP WAIVER MAY BE GRANTED BY THE CITY IN ACCORDANCE WITH PTMC 17.16.020.C.2. ADDITIONALLY, NEITHER THE PRINCIPAL NOR ACCESSORY UNIT SHALL BE USED AS A TRANSIENT ACCOMMODATION(PTMC 17.16.020.C.3). A TRANSIENT ACCOMMODATION IS DEFINED AS A USE LESS THAN 29 DAYS (PTMC 17.08.060). THIS NOTICE MAY BE REMOVED OR MODIFIED ONLY WITH APPROVAL BY THE CITY. 411 110 Bammert Page 2 CITY OF PORT TOWNSEND By: Leonard Yarberry, Director Date Development Services Department Robert Bammert Date Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) I certify that I know or have satisfactory evidence that Robert Bammert is the person who appeared before me, and who acknowledged that he signed the same as his free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this day of , 2006. (Print Name) NOTARY PUBLIC in and for the State of Washington, Residing at: My appointment expires [Notary stamp inside 1" margin] 0 • Receipt Number OF SORT TQC Z ..1�i �� . BLD07-008 001092004 Technology Fee for Building Permit $7.83 $7.83 $0.00 1 Total: $7.83 d CASH N/A $7.83 Total $7.83 1 i i genpmtrreceipts Page 1 of 1 COMMOCIAL BUILDING PERMIT FEES AICKLIST Applicant's Name Building Permit# BLD 67-OCR 025 '1 . 3 ( Plan Review Fee(2011) NREC Lighting Plan Review(2012) NREC Mechanical Plan Review(2013) , °C)C1 NREC Envelope Plan Review(2014) $ AMOUNT DUE AT PLAN SUBMITTAL 3q ( , 25 Building Permit Fee(2001) Fire Department Commercial Plan Review(2222) Street& Utility Development Permit Breakdown: (2164) (1201)" (1361) (1401) Street Water Sewer Storm Technical Conference Credit Breakdown: (2166) (1203) (1363) (1403) Public Works Inspection Breakdown: (2165) (1202) (1362) (1402) House Number (2200) Stormwater Drainage Reserve Charges (1400) Water Meter Installation (1200) drop-in live-tap Water SDC (1260) Sewer SDC (1360) Other Service Fees Due 1 ec,h n o IOL. y Fee.. ( ) $ SUBTOTAL receipt# `J' date NREC Lighting Field Inspection (2015) NREC Mechanical Field Inspection (2016) NREC Envelope Field Inspection (2017) . S& State Building Code Surcharge (plus $2.00/unit for multi-family) (2005) 1 0.00 Records Retention Fee(5% of fee; min. $3; max. $10) (9992) - $ SUBTOTAL U' receipt# date R�,� p $ (0(07. eq BALANCE DUE Checklist Complete Bcd ts\forms\B DING\Commercial BuildingChecklist.doc � 7 83 Page 2 of2 Revised 12/26/01 (,�.�� © ` COMMEIAL BUILDING CHECKOST Applicant: Building Permit# BLD Date: BUILDING REVIEW PUBLIC WORKS DEPARTMENT Completed Application Street and Utility Development Permit/ Minor Improvement Completed Checklist Routed to Public Works with plans Site Address Architectural/Engineering Drawings Technical Conference (3 sets plus 1 for PW if new const) Temp Erosion/Sediment Control Plot Plan Grading/Drainage Floor Plan PLANNING REVIEW Foundation Plan Zoning District Tier Typical Framing Details ESA Questionnaire Elevations Rout ed to Planning NREC Lighting Budget Compliance Special Conditions: ESA? Floodplain Area? NREC Mechanical Compliance SEPA? Shorelines? NREC Envelope Compliance HPC? PUD? WSVIAQ Requirements Subdivision? Conditional Use/Variance/LLA? Contractor's License Verification Variance? State 1-800-647-0982 (press 1 & 2) C-II Design Standards? City ext. 1115 To County Health Department Restrictive Covenant To Fire Dept Sign Permit Occupancy Rating Parking Change of Use? Yes ❑ No O Landscaping Bid or Total Floor Area Breakdown UBcdpermits\forms\BUILDING\Commercial Building Checklist.doc Page 1 of 1 Rev. 12/26/01 0 4110 1079 N.204`"Avenue Elkhorn, NE 68022 SEMAAN ENGINEERING SOLUTIONS 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 For: Sprint-Nextel PT Reservoir, WA January 4, 2007 .R�- �Y'Ask„,Qstip, .'Ay,._:.N M}. e 9z 7 S7 AO 1EXPtREB FEB 3 2-008 j r , • a. • t " • • • • • Mr. Charles Cook T-Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number SE06104A —PT Reservoir. WA. Dear Mr. Cook: 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 TINEIA-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 detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non-linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with TIA/EIA-222 Rev F and local building codes for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed (fastest mile). This wind speed is equivalent to a 100 mph 3-second gust per the IBC 2003. This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to the structure, accessories and antennas. • Page 2 • •. . Structure loading: The following loads were used in the tower analysis: Elev(ft) Qty Antennas Mount Coax Carrier 156.0 12 S20045A1 LNAs Platform w/Rail (24) 1 5/8 T-Mobile 12 RR65-19-00DP 6 641280-DF (12) 1 5/8 130.0 6 KRY 112 71/x TMA (3)T-Arms (outside) Cingular 6 Kathrein 742 265 125.0 1 4 ft HP Dish Dish Mount (1) 7/8 T-Mobile 121.0 1 4'Dish Dish Mount (1) 1 5/8 Cingular 90.0 1 4 ft HP Dish Dish Mount (1) 1 5/8 Nextel Proposed Loads: Elev(ft) Qty Antennas Mount Coax Carrier 9 DB848H90EXY (15) 1 5/8 143.0 3 RR65-18-0ODPL2 (3)T-Arms outside Sprint-Nextel 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 for the elevations noted. All transmission lines running outside of the pole are assumed strapped tightly to the pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is:73.0%. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions _ Reactions Design Moment(ft-kips) 4,250.00 3,111.70 73.2 Shear(kips) 37.00 28.66 77.4 The analysis reactions are less than the design reactions therefore no foundation modifications are required. • Page 3 • • S 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. • Page4 • • • ENGINEERING SOLUTIONS Job Information SEMAAN ENGIN E 1079 N.2041h Avenue Pole: SE06104A Code: TIA/EIA-222 Rev F Elkhorn,NE 68022 Description: Phone:402-289-1888 Client: T-Mobile USA-WA Fax:402-289-1861 Location: PT Reservoir,WA Shape: 18 Sides Base Elev(ft): 1.00 Copyright Semaan Engineering Solutions,Inc Height: 156.00 (ft) Taper: 0.276718(in/ft) Sections Properties 0Diameter(in) Overlap Steel 156'-0" I0 Shaft Length Accross Flats Thick Joint Length Taper Grade A Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 150'0" 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 65 143'-0" 0 0 0 0 I 22-5 3 39.750 22.97 33.97 0.313 Slip Joint 53.000 0.276718 65 W 3/(6"ThKSI) 4 22.417 18.02 24.22 0.188 Slip Joint 38.000 0.276718 65 (65 KSI) 136'-9" Discrete Appurtenance 133'-7"130'-0" 1:1 i 38" Attach Force 125'-0" E14 ley (ft) Elev (ft) Qty Description 156.000 157.500 1 Platform w/Rail PP 121'-0" ' 156.000 157.000 12 520045A1 LNAs 39'-9" 156.000 157.000 12 RR65-19-00DP 5/16"Thick 150.000 153.500 1 Beacon (65 KSI) 143.000 143.000 9 DB848H90E XY 143.000 143.000 3 T-Arms 143.000 143.000 3 RR65-18-00DPL2 130.000 130.000 6 641280-DF I 101'5" A 130.000 130.000 6 KRY 112 71/x TMA 130.000 130.000 3 T-Arms 53" 130.000 130.000 6 Kathrein 742 265 97'-0" v 125.000 125.000 1 4 ft HP Dish ()MO" ' T 121.000 121.000 1 4'Dish 90.000 90.000 1 4 ft HP Dish Linear Appurtenance 156'-0" Elev(ft) Exposed 53'-9" From To Description To Wind 3/8"Thick 0.000 90.000 1 5/8" Coax Yes (65 KSI) 0.000 121.0 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 53'-9" Load Cases 73" No Ice 80.00 mph Wind with No Ice 47'-8" v Ice 69.28 mph Wind with Ice Twist/Sway 50.00 mph Wind with No Ice Reactions Moment Shear Axial 53'-9" Load Case (Kip-ft) (Kips) (Kips) 3/8"Thick No Ice 3111.70 28.66 34.08 (65 KSI) Ice 2720.77 24.66 46.52 Twist/Sway 1216.43 11.19 34.11 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) v v Twist/Sway 90.00 10.511 1.172 I 1 Twist/Sway 121.00 19.664 1.647 0 i ITwist/Sway 125.00 21.068 1.702 I 156'-0" BftI] I 150'-0" I 143'-0" 22'-5" I:I3/16"Thick 0 U U ( (65 KSI) 136'-9" W 38" C::: - 4 L 121'-0" x J39.-9" 5/16"Thick (65 KSI) 101'-5" W A 1 53" 9T-0" [1 " 9n'-n" 156'-0" 53'-9" 3/8"Thick (65 KSI) 53'-9" Y A 73" 47'-8" v 53'-9" 3/8"Thick (65 KSI) I 1 i • Load Case: No Ice Max Stress 73.0%at 0.0ft 1.82....3 155.000 �' 7.23�- 150.000 �.r 1118= ll a1111= M r�M17-400 16.7 -� ., 143.000 2 ■_a14 07 j�,. 5a2ir ---- 136.750 . r_,.:1 :J3 � 1N 133.583 -� 1.-,No 130.00020 51 125.000 � �� NM 23 04 ilo IIIIIII -4 120.000 111111111111 1111111K6.48 11111111111111111111111111111r 115.000E. 8.82 IIII�� 110.000 -____111111111 3078 898 al105.000 28826 �,y. _� 100.000 • � rrrrrrrrr� rrrrrr . 95.000 � Y� 0.38 111111111 all , 90.000 ._____�•31Aim • 85.000 r ?v10 __ km • 80.000 r��-� .77 �� • 75.000 r_ �-3.3 __ Eg w 70.000 . 1111133.82BE __ FM 60.000 65.000 r__� '.4`34?58 11 El NIL ."11 y 53.750 � 3�04 - � � I..JU 1J...� EPA 50.000 �0[-JAM 45.000 TriM. 36.4 Al 40.000 mom NM �.58Mill 35.000 r___ 1111_ .69 2;' 30.000 . _ .77 . 25.000 al illIl III 36 83AINFil 20.000 . IIII 36.8 15.000 _�„-33-6.88g MI_ 10.000 �___ III___�'" 8 - � 5.000 rIII 36 88j11111 -. ES 0.000 2.87 7.87 12.87 17.87 22.87 27.87 32.87 37.87 42.87 47.8 En .87 Stresses(ksi) • 0 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:23 PM Height: 156.0 (ft) Page: 1 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.76 (in) Base Elev: 1.000 (ft) X 0.2 Taper: 0.276718 (in/ft) Shaft Section Properties Slip Bottom Top Sect Lenath Thick Fv Joint Joint Weiaht Dia Elev Area lx W/t D/t Dia Elev Area Ix W/t DR Taoer Num (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (sqin) (inA4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio 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 15239.3 20.69 125.3 32.12 101.4 37.79 4812.4 13.69 85.66 0.27672 3 39.750 0.3125 65 Slip Joint 53.00 3,778 33.97 97.00 33.38 4778.4 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 1044.0 21.37 129.1 18.02 156.0 10.61 426.4 15.54 96.11 0.27672 Shaft Weight 24,497 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (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 520045A1 LNAs 12 9.92 0.762 1.00 15.03 0.953 1.00 0.000 1.000 156.0 RR65-19-00DP 12 23.00 6.000 0.67 52.00 6.850 0.67 0.000 1.000 150.0 Beacon 1 200.00 5.000 1.00 400.00 7.500 1.00 0.000 3.500 143.0 DB848H9OE XY 9 28.00 8.360 1.00 78.00 9.250 1.00 0.000 0.000 143.0 T-Arms 3 258.00 10.670 0.67 336.00 14.200 0.67 0.000 0.000 143.0 RR65-18-00DPL2 3 13.50 4.356 1.00 35.92 4.988 1.00 0.000 0.000 130.0 641280-DF 6 5.60 0.521 0.67 8.84 0.673 0.67 0.000 0.000 130.0 KRY 112 71/x TMA 6 13.20 0.690 0.67 18.25 0.870 0.67 0.000 0.000 130.0 T-Arms 3 258.00 10.670 0.67 336.00 14.200 0.67 0.000 0.000 130.0 Kathrein 742 265 6 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 0.000 121.0 4'Dish 1 188.00 20.910 1.00 277.00 21.790 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 65 5893.74 9107.16 Number of Loadings: 14 Linear Appurtenance Properties Elev Elev - No Ice Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (Ib/ft) (sf/ft) (Ib/ft) (sf/ft) To Wind 0.00 156.00 (24)1 5/8" Coax 1.04 0.00 0.00 0.00 N 0.00 143.00 (15)1 5/8 coax 12.48 0.40 30.72 0.60 Y 0.00 130.00 (12)1 5/8" Coax 12.00 0.40 36.00 0.60 Y 0.00 121.00 (1)1 5/8" Coax 1.04 0.00 0.00 0.00 Y 0.00 90.00 (1)1 5/8" Coax 1.04 0.00 0.00 0.00 Y Total Weight 3,726.28(Ib) 9,072.95(lb) iiiiiiiimimiiiiiimi • • Copyright Semaan Engineering Solutions,Inc Pole: SE06104A Code: TIAIEIA-222 Rev F Y 1/4/2007 1:52:24 PM Location: PT Reservoir,WA Height: 156.0 (ft) Page: 2 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/ Segment Properties (Max Len : 5 ft) Seg Top Flat Elev Thick Dia Area lx W/t Olt Fy Fb Weight (ft) Description (in) (in) (in"2) (inA4) Ratio Ratio (ksi) (ksi) (Ib) 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_11 n.3750 32.518 3R_255 4.993.0 13.RR RR_71 R5 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 52 472.3 121.0 0.3125 27.330 26.797 2.471.3 14.01 87.46 65 52 91.7 125.0 0.3125 26.223 25.699 2,179.9 13.39 83.91 65 52 357.3 130.0 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 0 r Pole: S E06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Y 114/20071:52:24 PM Location: PT Reservoir,WA 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 az cizGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (tn) (ft) (sf) (sf) (Ib) (Ib) (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 1.06 17.432 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 1.13 18.554 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 1.15 18.934 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 1.19 19.528 33.00 317.22 0.650 0.00 5.00 18.449 11.99 395.7 0.0 889.0 65.00 o_nn 1.21 19.972 33.75 310.52 0.650 n.n0 5M0 17.972 11.52 392.1 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 0.0 472.3 121.0 Aonertunance(s) 0.00 1.45 23.805 40.23 219.61 0.650 0.00 1.00 2.289 1.49 59.9 0.0 91.7 125.0 Appertunance(s) 0.00 1.46 24.025 40.60 211.69 0.650 0.00 4.00 8.926 5.80 235.6 0.0 357.3 130.0 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 Appertunance(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 Appertunance(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 10,965.9 0.0 24,496.7 0 • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:25 PM 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) 7. 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 Discrete AppurtenanceSegment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load j (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib-ft) (ib-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 0.00 170.00 121.0 4'Dish 1 23.805 40.230 1.00 20.91 0.000 0.000 841.20 0.00 0.00 188.00 1 125.0 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 641280-DF 6 24.294 41.056 0.67 2.08 0.000 0.000 85.59 0.00 0.00 33.60 130.0 KRY 112 71/x TMA 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 6 24.294 41.056 1.00 46.29 0.000 0.000 1,900.50 0.00 0.00 317.40 143.0 DB848H9OE 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 RR65-18-000PL2 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 LNAs 12 25.630 43.314 1.00 9.14 0.000 1.000 396.07 0.00 396.07 119.04 156.0 RR65-19-00DP 12 25.630 43.314 0.67 48.02 0.000 1.000 2,080.14 0.00 2,080.14 276.00 13,918.97 5,893.74 • • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Y1/4/20071:52:25 PM Location: PT Reservoir,WA Height: 156.0 (ft) Page: 5 Shape: 18 Sides Base Dia: 59.43 (in) j Top Dia: 18.02 (in) - / x Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) C� 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 Linear Appurtenance Segment Forces Dead Seg Top F X Load Elev Exposed Length Weight CaAa qz (ft) Description To Wind (ft) (Ib/ft) (sf/ft) (psf) (Ib) (Ib) 5.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 5.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 5.00 (111 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 5.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 10.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 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 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 15.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 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 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 20.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 20.00 (12)1 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 (11 1 518" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 25.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 25.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 25.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 25.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 30.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.384 55.38 62.40 30.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 16.384 55.38 60.00 30.00 (111 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 30.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 16.384 0.00 5.20 35.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 16.796 56.77 62.40 35.00 (12)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)1 5/8" Coax Yes 5.00 1.04 0.00 16.796 0.00 5.20 40.00 (151 1 5/8 coax Yes 5.00 12.48 0.40 17.432 58.92 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 17.432 0.00 5.20 45.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 18.015 60.89 62.40 45.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 18.015 60.89 60.00 45.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 18.015 0.00 5.20 45.00 (111 5/8" Coax Yes 5.00 1.04 0.00 18.015 0.00 5.20 47.67 (15)1 5/8 coax Yes 2.67 12.48 0.40 18.307 33.00 33.28 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)1 5/8" Coax Yes 2.67 1.04 0.00 18.307 0.00 2.77 50.00 (15)1 5/8 coax Yes 2.33 12.48 0.40 18.554 29.27 29.12 50.00 (12)1 5/8" Coax Yes 2.33 12.00 0.40 18.554 29.27 28.00 50.00 (111 5/8" Coax Yes 2.33 1.04 0.00 18.554 0.00 2.43 50.00 (1)1 5/8" Coax Yes 2.33 1.04 0.00 18.554 0.00 2.43 53.75 (15)1 5/8 coax Yes 3.75 12.48 0.40 18.934 48.00 46.80 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)1 5/8" Coax Yes 3.75 1.04 0.00 18.934 0.00 3.90 55.00 (151 1 5/8 coax Yes 1.25 12.48 0.40 19.056 16.10 15.60 55.00 (12)1 5/8" 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 +� s Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA 1/4/2007 1:52:26 PM Height: 156.0 (ft) Page: 6 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 55.00 (1)1 5/8" Coax Yes 1.25 1.04 ,0.00 19.056 0.00 1.30 60.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 19.528 66.00 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 19.528 0.00 5.20 65.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 19.972 67.51 62.40 65.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 19.972 67.51 60.00 65.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 19.972 0.00 5.20 65.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 19.972 0.00 5.20 70.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 20.393 68.93 62.40 70.00 (12)1 5/8" 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)1 5/8" Coax Yes 5.00 1.04 0.00 20.393 0.00 5.20 75.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 20.794 70.28 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 20.794 0.00 5.20 80.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 21.176 71.57 62.40 80.00 (12)1 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)1 5/8" Coax Yes 5.00 1.04 0.00 21.176 0.00 5.20 85.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 21.541 72.81 62.40 85.00 (1211 5/11" Coax Yaw 5.00 12.00 0.40 21.541 72_61 80.00 85.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 21.541 0.00 5.20 85.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 21.541 0.00 5.20 90.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 21.892 73.99 62.40 90.00 (12)1 5/8" 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 (11 1 5/8" Coax Yes 5.00 1.04 0.00 21.892 0.00 5.20 95.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 22.229 75.13 62.40 95.00 (12)1 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 97.00 (15)1 5/8 coax Yes 2.00 12.48 0.40 22.360 30.23 24.96 97.00 (12)1 5/8" Coax Yes 2.00 12.00 0.40 22.360 30.23 24.00 97.00 (1)1 5/8" Coax Yes 2.00 1.04 0.00 22.360 0.00 2.08 100.0 (15)1 5/8 coax Yes 3.00 12.48 0.40 22.554 45.74 37.44 100.0 (12)1 5/8" Coax Yes 3.00 12.00 0.40 22.554 45.74 36.00 100.0 (1)1 5/8" Coax Yes 3.00 1.04 0.00 22.554 0.00 3.12 101.4 (15)1 5/8 coax Yes 1.42 12.48 0.40 22.644 21.69 17.68 101.4 (12)1 5/8" 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 1.47 105.0 (15)1 5/8 coax Yes 3.58 12.48 0.40 22.867 55.39 44.72 105.0 (1211 5/8" 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 3.73 110.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 23.171 78.32 62.40 110.0 (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 5.20 115.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 23.464 79.31 62.40 115.0 (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 5.20 120.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 23.749 80.27 62.40 120.0 (12)1 5/8" Coax Yes 5.00 12.00 0.40 23.749 80.27 60.00 120.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 23.749 0.00 5.20 121.0 (15)1 5/8 coax Yes 1.00 12.48 0.40 23.805 16.09 12.48 121.0 (12)1 5/8" Coax Yes 1.00 12.00 0.40 23.805 16.09 12.00 121.0 (1)1 5/8" Coax Yes 1.00 1.04 0.00 23.805 0.00 1.04 125.0 (15)1 5/8 coax Yes 4.00 12.48 0.40 24.025 64.96 49.92 • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:26 PM Height: 156.0 (ft) Page: 7 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / x Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) z/ 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: 1.00 125.0 (12)1 5/8" Coax Yes 4.00 12.00 0.40 24.025 64.96 48.00 130.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 24.294 82.11 62.40 130.0 (1211 5/8" Coax Yes 5.00 12.00 0.40 24.294 82.11 60.00 133.5 (15)1 5/8 coax Yes 3.58 12.48 0.40 24.482 59.30 44.72 135.0 (15)1 5/8 coax Yes 1.42 12.48 0.40 24.555 23.52 17.68 136.7 (15)1 5/8 coax Yes 1.75 12.48 0.40 24.645 29.15 21.84 140.0 (15)1 5/8 coax Yes 3.25 12.48 0.40 24.810 54.51 40.56 143.0 (15)1 5/8 coax Yes 3.00 12.48 0.40 24.959 50.62 37.44 Totals: 3,728.23 3,564.06 IIP • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:27 PM 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) z/ 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 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (lb-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 551.30 1,320.02 0.00 0.00 10.00 540.92 1.292.00 0.00 0.00 15.00 530.55 1,263.98 0.00 0.00 20.00 520.17 1,235.96 0.00 0.00 25.00 509.80 1,207.95 0.00 0.00 30.00 499.42 1,179.93 0.00 0.00 35.00 501.35 1,151.91 0.00 0.00 40.00 509.29 1.123.89 0.00 0.00 45.00 514.91 1,095.87 0.00 0.00 47.67 274.33 573.01 0.00 0.00 50.00 243.51 932.38 0.00 0.00 53.75 393.89 1,472.90 0.00 0.00 55.00 130.64 261.13 0.00 0.00 60.00 527.75 1.027.01 0.00 0.00 65.00 527.12 998.99 0.00 0.00 70.00 525.32 970.97 0.00 0.00 75.00 522.46 942.96 0.00 0.00 80.00 518.65 914.94 0.00 0.00 85.00 513.96 886.92 0.00 0.00 90.00 1,095.24 1,028.90 0.00 0.00 95.00 502.22 825.68 0.00 0.00 97.00 198.11 322.43 0.00 0.00 100.0 299.32 811.83 0.00 0.00 101.4 140.12 376.94 0.00 0.00 105.0 352.72 481.46 0.00 0.00 110.0 486.10 651.76 0.00 0.00 115.0 477.39 628.41 0.00 0.00 120.0 468.15 605.06 0.00 0.00 121.0 933.24 306.21 0.00 0.00 125.0 1.009.44 629.35 0.00 0.00 130.0 3,424.16 1,757.37 0.00 0.00 133.5 254.80 339.08 0.00 0.00 135.0 100.03 199.13 0.00 0.00 136.7 122.29 241.85 0.00 0.00 140.0 223.51 193.40 0.00 0.00 143.0 4,827.02 1,239.77 0.00 0.00 145.0 97.90 87.75 0.00 0.00 150.0 451.10 409.57 0.00 753.17 155.0 221.94 195.56 0.00 0.00 156.0 4,072.96 2,932.47 0.00 4,807.54 Totals: 28,613.10 34,116.69 0.00 5,560.71 • • 0 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/20071:52:27 PM Height: 156.0 (ft) Page: 9 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / x Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) z. 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-kips) (ft-kips) (in) (in) (in) (deg) 0.00 -28.655 -34.081 0.000 0.000 0.000 -3.111.698 0.000 0.000 0.000 0.000 5.00 -28.183 -32.692 0.000 0.000 0.000 -2.968.424 -0.075 0.000 0.075 -0.140 10.00 -27.716 -31.332 0.000 0.000 0.000 -2.827.513 -0.299 0.000 0.299 -0.282 15.00 -27.255 -30.001 0.000 0.000 0.000 -2.688.933 -0.673 0.000 0.673 -0.429 20.00 -26.800 -28.699 0.000 0.000 0.000 -2,552.658 -1.203 0.000 1.203 -0.578 25.00 -26.351 -27.426 0.000 0.000 0.000 -2,418.658 -1.891 0.000 1.891 -0.732 30.00 -25.908 -26.181 0.000 0.000 0.000 -2.286.904 -2.742 0.000 2.742 -0.889 35.00 -25.458 -24.966 0.000 0.000 0.000 -2157.367 -3.760 0.000 3.760 -1.049 40.00 -24.996 -23.780 0.000 0.000 0.000 -2.030.079 -4.947 0.000 4.947 -1.214 45.00 -24.508 -22.640 0.000 0.000 0.000 -1.905.102 -6.309 0.000 6.309 -1.382 47.67 -24.253 -22.037 0.000 0.000 0.000 -1,839.749 -7.108 0.000 7.108 -1.476 50.00 -24.025 -21.066 0.000 0.000 0.000 -1,783.160 -7.851 0.000 7.851 -1.558 53.75 -23.620 -19.568 0.000 0.000 0.000 -1.693.068 -9.129 0.000 9.129 -1.692 55.00 -23.518 -19.266 0.000 0.000 0.000 -1.663.544 -9.578 0.000 9.578 -1.738 60.00 -23.013 -18.187 0.000 0.000 0.000 -1.545.955 -11.490 0.000 11.490 -1.909 65.00 -22.504 -17.138 0.000 0.000 0.000 -1.430.892 -13.583 0.000 13.583 -2.083 70.00 -21.993 -16.119 0.000 0.000 0.000 -1.318.372 -15.860 0.000 15.860 -2.261 75.00 -21.480 -15.130 0.000 0.000 0.000 -1.208.409 -18.325 0.000 18.325 -2.442 80.00 -20.967 -14.171 0.000 0.000 0.000 -1,101.008 -20.981 0.000 20.981 -2.625 85.00 -20.455 -13.243 0.000 0.000 0.000 -996.172 -23.829 0.000 23.829 -2.811 90.00 -19.349 -12.208 0.000 0.000 0.000 -893.897 -26.873 0.000 26.873 -2.998 95.00 -18.829 -11.368 0.000 0.000 0.000 -797.152 -30.113 0.000 30.113 -3.186 97.00 -18.632 -11.025 0.000 0.000 0.000 -759.494 -31.464 0.000 31.464 -3.264 100.0 -18.302 -10.205 0.000 0.000 0.000 -703.598 -33.551 0.000 33.551 -3.380 101.4 -18.156 -9.806 0.000 0.000 0.000 -677.671 -34.562 0.000 34.562 -3.435 105.0 -17.803 -9.293 0.000 0.000 0.000 -612.612 -37.193 0.000 37.193 -3.572 110.0 -17.307 -8.612 0.000 0.000 0.000 -523.599 -41.044 0.000 41.044 -3.780 115.0 -16.815 -7.960 0.000 0.000 0.000 -437.067 -45.110 0.000 45.110 -3.980 120.0 -16.319 -7.358 0.000 0.000 0.000 -352.992 -49.380 0.000 49.380 -4.170 121.0 -15.378 -7.096 0.000 0.000 0.000 -336.673 -50.257 0.000 50.257 -4.209 125.0 -14.341 -6.507 0.000 0.000 0.000 -275.162 -53.842 0.000 53.842 -4.350 130.0 -10.803 -4.996 0.000 0.000 0.000 -203.457 -58.481 0.000 58.481 -4.506 133.5 -10.527 -4.665 0.000 0.000 0.000 -164.748 -61.900 0.000 61.900 -4.607 135.0 -10.415 -4.467 0.000 0.000 0.000 -149.835 -63.272 0.000 63.272 -4.646 136.7 -10.278 -4.225 0.000 0.000 0.000 -131.609 -64.982 0.000 64.982 -4.691 140.0 -10.045 -4.037 0.000 0.000 0.000 -98.207 -68.199 0.000 68.199 -4.764 143.0 -5.134 -3.201 0.000 0.000 0.000 -68.073 -71.219 0.000 71.219 -4.850 145.0 -5.033 -3.115 0.000 0.000 0.000 -57.804 -73.259 0.000 73.259 -4.898 150.0 -4.552 -2.740 0.000 0.000 0.000 -31.884 -78.437 0.000 78.437 -4.992 155.0 -4.315 -2.563 0.000 0.000 0.000 -9.123 -83.692 0.000 83.692 -5.045 156.0 -4.073 0.000 0.000 0.000 0.000 -4.808 -84.748 0.000 84.748 -5.049 • 410 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:27 PM Height: 156.0 (ft) Page: 10 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / x Taper: 0.276718 (inlft) Base Elev: 1.000 (ft) Z. 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 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 0.48 0.82 0.00 0.00 0.00 36.37 36.88 50.5 0.0 0.730 5.00 0.48 0.83 0.00 0.00 0.00 36.39 36.89 51.1 0.0 0.722 10.00 0.47 0.83 0.00 0.00 0.00 36.39 36.88 51.6 0.0 0.715 15.00 0.46 0.84 0.00 0.00 0.00 36.38 36.86 52.0 0.0 0.709 20.00 0.45 0.85 0.00 0.00 0.00 36.35 36.83 52.0 0.0 0.709 25.00 0.44 0.86 0.00 0.00 0.00 36.30 36.77 52.0 0.0 0.707 30.00 0.43 0.86 0.00 0.00 0.00 36.22 36.69 52.0 0.0 0.706 35.00 0.42 0.87 0.00 0.00 0.00 36.12 36.58 52.0 0.0 0.704 40.00 0.42 0.88 0.00 0.00 0.00 35.99 36.43 52.0 0.0 0.701 45.00 0.41 0.89 0.00 0.00 0.00 35.81 36.25 52.0 0.0 0.698 47.67 0.40 0.90 0.00 0.00 0.00 35.71 36.15 52.0 0.0 0.695 50.00 0.39 0.90 0.00 0.00 0.00 35.61 36.04 52.0 0.0 0.693 53.75 0.37 0.89 0.00 0.00 0.00 34.25 34.65 52.0 0.0 0.667 55.00 0.36 0.89 0.00 0.00 0.00 34.18 34.58 52.0 0.0 0.665 60.00 0.35 0.90 0.00 0.00 0.00 33.84 34.23 52.0 0.0 0.659 65.00 0.34 0.91 0.00 0.00 0.00 33.44 33.82 52.0 0.0 0.651 70.00 0.33 0.92 0.00 0.00 0.00 32.96 33.33 52.0 0.0 0.641 75.00 0.33 0.93 0.00 0.00 0.00 32.40 32.77 52.0 0.0 0.630 80.00 0.32 0.94 0.00 0.00 0.00 31.74 32.10 52.0 0.0 0.618 85.00 0.31 0.95 0.00 0.00 0.00 30.96 31.31 52.0 0.0 0.602 90.00 0.29 0.94 0.00 0.00 0.00 30.04 30.38 52.0 0.0 0.584 95.00 0.28 0.95 0.00 0.00 0.00 29.06 29.39 52.0 0.0 0.565 97.00 0.28 0.96 0.00 0.00 0.00 28.63 28.96 52.0 0.0 0.557 100.00 0.27 0.96 0.00 0.00 0.00 27.92 28.23 52.0 0.0 0.543 101.42 0.30 1.14 0.00 0.00 0.00 31.62 31.98 52.0 0.0 0.615 105.00 0.30 1.15 0.00 0.00 0.00 30.42 30.78 52.0 0.0 0.592 110.00 0.29 1.17 0.00 0.00 0.00 28.46 28.82 52.0 0.0 0.555 115.00 0.28 1.19 0.00 0.00 0.00 26.12 26.48 52.0 0.0 0.509 120.00 0.27 1.21 0.00 0.00 0.00 23.30 23.67 52.0 0.0 0.455 121.00 0.26 1.16 0.00 0.00 0.00 22.68 23.04 52.0 0.0 0.443 125.00 0.25 1.12 0.00 0.00 0.00 20.17 20.51 52.0 0.0 0.395 130.00 0.21 0.89 0.00 0.00 0.00 16.65 16.93 52.0 0.0 0.326 133.58 0.20 0.91 0.00 0.00 0.00 14.65 14.94 52.0 0.0 0.287 135.00 0.19 0.91 0.00 0.00 0.00 13.78 14.07 52.0 0.0 0.271 136.75 0.31 1.50 0.00 0.00 0.00 20.04 20.52 52.0 0.0 0.395 140.00 0.30 1.53 0.00 0.00 0.00 16.20 16.71 52.0 0.0 0.322 143.00 0.25 0.81 0.00 0.00 0.00 12.12 12.45 52.0 0.0 0.239 145.00 0.25 0.82 0.00 0.00 0.00 10.84 11.18 52.0 0.0 0.215 150.00 0.24 0.79 0.00 0.00 0.00 6.86 7.23 52.0 0.0 0.139 155.00 0.24 0.81 0.00 0.00 0.00 2.28 2.88 52.0 0.0 0.055 156.00 0.00 0.77 0.00 0.00 0.00 1.24 1.82 52.0 0.0 0.035 0 • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:28 PM 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) z/ 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 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev az ctzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (In) (ft) (sf) (sf) (Ib) (Ib) (Ib) 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 1.06 13.073 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 1.16 14.291 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 R5.0n 0_00 1.21 14.979 25.31 269.00 0.950 0.50 5.00 19.299 11.99 300.9 131.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 1.26 15.594 26.35 256.48 0.650 0.50 5.00 17.136 11.14 293.5 123.2 928.2 80.00 0.00 1.29 15.881 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 1.39 17.150 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 86.7 559.0 121.0 Aooertunance(s) 0.00 1.45 17.852 30.17 190.19 0.650 0.50 1.00 2.372 1.54 46.5 17.2 108.8 125.0 Appertunance(s) 0.00 1.46 18.018 30.45 183.33 0.650 0.50 4.00 9.259 6.02 183.3 66.0 423.2 130.0 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 Appertunance(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 1.54 18.974 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 8,446.9 3,711.6 28,208.3 /.. p_ J. • • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 t52:29 PM Height: 156.0 (ft) Page: 12 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 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) . (psf) Factor (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 90.00 4 ft HP Dish 1 16.418 27.746 1.00 16.52 0.000 0.000 458.37 0.00 0.00 280.00 121.0 4'Dish 1 17.852 30.171 1.00 21.79 0.000 0.000 657.41 0.00 0.00 277.00 125.0 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 641280-DF 6 18.219 30.790 0.67 2.69 0.000 0.000 82.92 0.00 0.00 53.04 130.0 KRY 112 71/x TMA 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 6 18.219 30.790 1.00 50.95 0.000 0.000 1,568.83 0.00 0.00 577.50 143.0 DB848H9OE 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 RR65-18-00DPL2 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 S20045A1 LNAs 12 19.221 32.484 1.00 11.44 0.000 1.000 371.49 0.00 371.49 180.36 156.0 RR65-19-00DP 12 19.221 32.484 0.67 54.83 0.000 1.000 1,781.01 0.00 1,781.01 624.00 11,968.35 9,107.16 • • 1 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:29 PM ft 156.0: Height Page: 13 9 ( ) Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) X Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) Z// 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 Linear Appurtenance Segment Forces Dead Seg Top Load Elev Exposed Length Weight CaAa qz F X (ft) Description To Wind (ft) (Ib/ft) (sf/ft) (psf) (Ib) (Ib) 5.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 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 0.00 0.00 12.287 0.00 0.00 5.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 10.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 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 0.00 0.00 12.287 0.00 0.00 10.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 15.00 (151 1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 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 0.00 0.00 12.287 0.00 0.00 15.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 20.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 20.00 (12)1 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 0.00 0.00 12.287 0.00 0.00 20.00 (111 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 25.00 (151 1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 25.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 25.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 25.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 30.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 12.287 62.30 153.60 30.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 12.287 62.30 180.00 30.00 (111 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 30.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.287 0.00 0.00 35.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 12.597 63.86 153.60 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 0.00 0.00 12.597 0.00 0.00 35.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 12.597 0.00 0.00 40.00 (15)1 518 coax Yes 5.00 30.72 0.60 13.073 66.28 153.60 40.00 (12)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 0.00 0.00 13.073 0.00 0.00 40.00 (1)1 518" Coax Yes 5.00 0.00 0.00 13.073 0.00 0.00 45.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 13.510 68.50 153.60 45.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 13.510 68.50 180.00 45.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 13.510 0.00 0.00 45.00 (111 5/8" Coax Yes 5.00 0.00 0.00 13.510 0.00 0.00 47.67 (15)1 5/8 coax Yes 2.67 30.72 0.60 13.730 37.13 81.92 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 0.00 0.00 13.730 0.00 0.00 47.67 (1)1 5/8" Coax Yes 2.67 0.00 0.00 13.730 0.00 0.00 50.00 (15)1 5/8 coax Yes 2.33 30.72 0.60 13.915 32.92 71.68 50.00 (12)1 5/8" Coax Yes 2.33 36.00 0.60 13.915 32.92 84.00 50.00 (111 5/8" Coax Yes 2.33 0.00 0.00 13.915 0.00 0.00 50.00 (1)1 5/8" Coax Yes 2.33 0.00 0.00 13.915 0.00 0.00 53.75 (15)1 5/8 coax Yes 3.75 30.72 0.60 14.200 53.99 115.20 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 0.00 0.00 14.200 0.00 0.00 53.75 (1)1 5/8" Coax Yes 3.75 0.00 0.00 14.200 0.00 0.00 55.00 (151 1 5/8 coax Yes 1.25 30.72 0.60 14.291 18.11 38.40 55.00 (12)1 518" Coax Yes 1.25 36.00 0.60 14.291 18.11 45.00 55.00 (1)1 5/8" Coax Yes 1.25 0.00 0.00 14.291 0.00 0.00 0 • . • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:30 PM Height: 156.0 (ft) Page: 14 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / x Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) z/ 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 55.00 (1)1 5/8" Coax Yes 1.25 0.00 0.00 14.291 0.00 0.00 60.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 14.645 74.25 153.60 60.00 (12)1 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 0.00 0.00 14.645 0.00 0.00 60.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 14.645 0.00 0.00 65.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 14.978 75.94 153.60 65.00 (12)1 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 0.00 0.00 14.978 0.00 0.00 65.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 14.978 0.00 0.00 70.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 15.294 77.54 153.60 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 0.00 0.00 15.294 0.00 0.00 70.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 15.294 0.00 0.00 75.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 15.594 79.06 153.60 75.00 (12)1 5/8" Coax Yes 5.00 36.00 0.60 15.594 79.06 180.00 75.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 15.594 0.00 0.00 75.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 15.594 0.00 0.00 80.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 15.881 80.52 153.60 80.00 (12)1 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 0.00 0.00 15.881 0.00 0.00 80.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 15.881 0.00 0.00 85.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 16.155 81.91 153.60 55.00 11211 5/R" Gnaw YAR 5.00 :ism n_sn 15.155 R1.91 150.n0 85.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 16.155 0.00 0.00 85.00 (1)1 5/8" Coax Yes 5.00 0.00 0.00 16.155 0.00 0.00 90.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 16.418 83.24 153.60 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 0.00 0.00 16.418 0.00 0.00 90.00 (111 5/8" Coax Yes 5.00 0.00 0.00 16.418 0.00 0.00 95.00 (15)1 5/8 coax Yes 5.00 30.72 0.60 16.671 84.52 153.60 95.00 (12)1 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 0.00 0.00 16.671 0.00 0.00 97.00 (15)1 5/8 coax Yes 2.00 30.72 0.60 16.769 34.01 61.44 97.00 (12)1 5/8" Coax Yes 2.00 36.00 0.60 16.769 34.01 72.00 97.00 (1)1 5/8" Coax Yes 2.00 0.00 0.00 16.769 0.00 0.00 100.0 (15)1 5/8 coax Yes 3.00 30.72 0.60 16.914 51.45 92.16 100.0 (12)1 5/8" Coax Yes 3.00 36.00 0.60 16.914 51.45 108.00 100.0 (1)1 5/8" Coax Yes 3.00 0.00 0.00 16.914 0.00 0.00 101.4 (15)1 5/8 coax Yes 1.42 30.72 0.60 16.982 24.39 43.52 101.4 (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 0.00 0.00 16.982 0.00 0.00 105.0 (15)1 5/8 coax Yes 3.58 30.72 0.60 17.150 62.31 110.08 105.0 (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 0.00 0.00 17.150 0.00 0.00 110.0 (15)1 5/8 coax Yes 5.00 30.72 0.60 17.377 88.10 153.60 110.0 (12)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 0.00 0.00 17.377 0.00 0.00 115.0 (15)1 5/8 coax Yes 5.00 30.72 0.60 17.597 89.22 153.60 115.0 (1211 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 0.00 0.00 17.597 0.00 0.00 120.0 (15)1 5/8 coax Yes 5.00 30.72 0.60 17.811 90.30 153.60 120.0 (12)1 5/8" Coax Yes 5.00 36.00 0.60 17.811 90.30 180.00 120.0 (1)1 5/8" Coax Yes 5.00 0.00 0.00 17.811 0.00 0.00 121.0 (15)1 5/8 coax Yes 1.00 30.72 0.60 17.852 18.10 30.72 121.0 (12)1 5/8" Coax Yes 1.00 36.00 0.60 17.852 18.10 36.00 121.0 (1)1 5/8" Coax Yes 1.00 0.00 0.00 17.852 0.00 0.00 125.0 (15)1 5/8 coax Yes 4.00 30.72 0.60 18.018 73.08 122.88 • r Pole: SE06104A Copyright Semaan Engineering Solutions,Inc Code: TIA/EIA-222 Rev F Y Location: PT Reservoir,WA 1/4/2007 1:52:30 PM Height: 156.0 (ft) Page: 15 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: 1.00 125.0 (12)1 5/8" Coax Yes 4.00 36.00 0.60 18.018 73.08 144.00 130.0 (15)1 5/8 coax Yes 5.00 30.72 0.60 18.219 92.37 153.60 130.0 (12)1 5/8" Coax Yes 5.00 36.00 0.60 18.219 92.37 180.00 133.5 (15)1 5/8 coax Yes 3.58 30.72 0.60 18.360 66.71 110.08 135.0 (15)1 5/8 coax Yes 1.42 30.72 0.60 18.415 26.45 43.52 136.7 (15)1 5/8 coax Yes 1.75 30.72 0.60 18.483 32.80 53.76 140.0 (15)1 5/8 coax Yes 3.25 30.72 0.60 18.606 61.32 99.84 143.0 (15)1 5/8 coax Yes 3.00 30.72 0.60 18.718 56.94 92.16 Totals: 4,194.02 9,072.95 • 0 0 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/20071:52:31 PM Height: 156.0 (ft) Page: 16 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: Ice 69.28 mph Wind with Ice 24 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 460.60 1,701.50 0.00 0.00 10.00 452.82 1.669.21 0.00 0.00 15.00 445.04 1,636.92 0.00 0.00 20.00 437.26 1,604.64 0.00 0.00 25.00 429.48 1,572.35 0.00 0.00 30.00 421.70 1,540.06 0.00 0.00 35.00 424.34 1,507.78 0.00 0.00 40.00 432.12 1.475.49 0.00 0.00 45.00 438.01 1,443.20 0.00 0.00 47.67 233.84 757.04 0.00 0.00 50.00 207.54 1,093.56 0.00 0.00 53.75 336.27 1,729.53 0.00 0.00 55.00 111.69 346.41 0.00 0.00 60.00 452.00 1.363.84 0.00 0.00 65.00 452.80 1.331.56 0.00 0.00 70.00 452.66 1,299.27 0.00 0.00 75.00 451.67 1,266.98 0.00 0.00 80.00 449.91 1,234.69 0.00 0.00 85.00 447.45 1,202.41 0.00 0.00 90.00 902.71 1,450.12 0.00 0.00 95.00 440.62 1.137.83 0.00 0.00 97.00 174.32 446.60 0.00 0.00 100.0 263.43 997.72 0.00 0.00 101.4 123.55 464.37 0.00 0.00 105.0 311.69 700.43 0.00 0.00 110.0 431.24 953.03 0.00 0.00 115.0 425.56 925.41 0.00 0.00 120.0 419.44 897.79 0.00 0.00 121.0 740.14 453.59 0.00 0.00 125.0 832.45 974.27 0.00 0.00 130.0 3,039.83 2.590.60 0.00 0.00 133.5 219.35 458.28 0.00 0.00 135.0 86.22 246.25 0.00 0.00 136.7 105.60 299.52 0.00 0.00 140.0 193.60 298.70 0.00 0.00 143.0 4,180.97 2,086.70 0.00 0.00 145.0 76.86 114.37 0.00 0.00 150.0 427.68 671.84 0.00 847.26 155.0 175.21 253.56 0.00 0.00 156.0 3,501.63 4,353.22 0.00 4,125.73 Totals: 24,609.29 46,550.63 0.00 4,972.99 i Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA 114/20071:52:31 PM Height: 156.0 (ft) Page: 17 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) U 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 -24.660 -46.524 0.000 0.000 0.000 -2,720.774 0.000 0.000 0.000 0.000 5.00 -24.294 -44.770 0.000 0.000 0.000 -2.597.479 -0.066 0.000 0.066 -0.122 10.00 -23.931 -43.050 0.000 0.000 0.000 -2.476.012 -0.261 0.000 0.261 -0.247 15.00 -23.570 -41.362 0.000 0.000 0.000 -2.356.361 -0.589 0.000 0.589 -0.375 20.00 -23.213 -39.707 0.000 0.000 0.000 -2,238.512 -1.053 0.000 1.053 -0.507 25.00 -22.858 -38.085 0.000 0.000 0.000 -2,122.449 -1.656 0.000 1.656 -0.641 30.00 -22.507 -36.496 0.000 0.000 0.000 -2,008.160 -2.401 0.000 2.401 -0.779 35.00 -22.147 -34.939 0.000 0.000 0.000 -1,895.630 -3.293 0.000 3.293 -0.920 40.00 -21.775 -33.416 0.000 0.000 0.000 -1.784.897 -4.334 0.000 4.334 -1.065 45.00 -21.372 -31.939 0.000 0.000 0.000 -1,676.025 -5.529 0.000 5.529 -1.213 47.67 -21.164 -31.159 0.000 0.000 0.000 -1.619.034 -6.230 0.000 6.230 -1.295 50.00 -20.981 -30.035 0.000 0.000 0.000 -1.569.652 -6.881 0.000 6.881 -1.368 53.75 -20.641 -28.286 0.000 0.000 0.000 -1.490.975 -8.003 0.000 8.003 -1.485 55.00 -20.567 -27.908 0.000 0.000 0.000 -1,465.175 -8.397 0.000 8.397 -1.526 60.00 -20.147 -26.504 0.000 0.000 0.000 -1.362.343 -10.076 0.000 10.076 -1.676 65.00 -19.722 -25.134 0.000 0.000 0.000 -1.261.607 -11.915 0.000 11.915 -1.830 70.00 -19.292 -23.797 0.000 0.000 0.000 -1.162.998 -13.916 0.000 13.916 -1.987 75.00 -18.858 -22.495 0.000 0.000 0.000 -1.066.538 -16.082 0.000 16.082 -2.146 80.00 -18.421 -21.226 0.000 0.000 0.000 -972.248 -18.417 0.000 18.417 -2.308 85.00 -17.982 -19.992 0.000 0.000 0.000 -880.143 -20.922 0.000 20.922 -2.472 90.00 -17.069 -18.534 0.000 0.000 0.000 -790.237 -23.599 0.000 23.599 -2.637 95.00 -16.610 -17.385 0.000 0.000 0.000 -704.895 -26.450 0.000 26.450 -2.804 97.00 -16.439 -16.923 0.000 0.000 0.000 -671.676 -27.640 0.000 27.640 -2.873 100.0 -16.146 -15.918 0.000 0.000 0.000 -622.359 -29.477 0.000 29.477 -2.975 101.4 -16.022 -15.437 0.000 0.000 0.000 -599.486 -30.367 0.000 30.367 -3.024 105.0 -15.712 -14.712 0.000 0.000 0.000 -542.076 -32.683 0.000 32.683 -3.145 110.0 -15.271 -13.737 0.000 0.000 0.000 -463.516 -36.076 0.000 36.076 -3.329 115.0 -14.830 -12.794 0.000 0.000 0.000 -387.161 -39.658 0.000 39.658 -3.507 120.0 -14.376 -11.899 0.000 0.000 0.000 -313.011 -43.421 0.000 43.421 -3.675 121.0 -13.624 -11.475 0.000 0.000 0.000 -298.636 -44.194 0.000 44.194 -3.709 125.0 -12.754 -10.528 0.000 0.000 0.000 -244.140 -47.355 0.000 47.355 -3.834 130.0 -9.561 -8.132 0.000 0.000 0.000 -180.371 -51.445 0.000 51.445 -3.973 133.5 -9.318 -7.680 0.000 0.000 0.000 -146.113 -54.460 0.000 54.460 -4.063 135.0 -9.219 -7.435 0.000 0.000 0.000 -132.913 -55.670 0.000 55.670 -4.097 136.7 -9.099 -7.135 0.000 0.000 0.000 -116.780 -57.179 0.000 57.179 -4.137 140.0 -8.893 -6.840 0.000 0.000 0.000 -87.209 -60.017 0.000 60.017 -4.202 143.0 -4.574 -5.064 0.000 0.000 0.000 -60.531 -62.681 0.000 62.681 -4.278 145.0 -4.494 -4.951 0.000 0.000 0.000 -51.383 -64.481 0.000 64.481 -4.321 150.0 -4.022 -4.309 0.000 0.000 0.000 -28.064 -69.051 0.000 69.051 -4.404 155.0 -3.829 -4.068 0.000 0.000 0.000 -7.955 -73.688 0.000 73.688 -4.450 156.0 -3.502 0.000 0.000 0.000 0.000 -4.126 -74.620 0.000 74.620 -4.454 • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:31 PM Height: 156.0 (ft) Page: 18 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 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 0.66 0.71 0.00 0.00 0.00 31.80 32.49 50.5 0.0 0.643 5.00 0.65 0.71 0.00 0.00 0.00 31.84 32.51 51.1 0.0 0.637 10.00 0.64 0.72 0.00 0.00 0.00 31.86 32.53 51.6 0.0 0.630 15.00 0.63 0.73 0.00 0.00 0.00 31.88 32.53 52.0 0.0 0.626 20.00 0.62 0.73 0.00 0.00 0.00 31.87 32.52 52.0 0.0 0.626 25.00 0.61 0.74 0.00 0.00 0.00 31.85 32.49 52.0 0.0 0.625 30.00 0.60 0.75 0.00 0.00 0.00 31.81 32.44 52.0 0.0 0.624 35.00 0.59 0.76 0.00 0.00 0.00 31.74 32.36 52.0 0.0 0.623 40.00 0.58 0.77 0.00 0.00 0.00 31.64 32.25 52.0 0.0 0.621 45.00 0.58 0.78 0.00 0.00 0.00 31.51 32.11 52.0 0.0 0.618 47.67 0.57 0.78 0.00 0.00 0.00 31.43 32.03 52.0 0.0 0.616 50.00 0.56 0.79 0.00 0.00 0.00 31.35 31.94 52.0 0.0 0.614 53.75 0.53 0.78 0.00 0.00 0.00 30.16 30.72 52.0 0.0 0.591 55.00 0.53 0.78 0.00 0.00 0.00 30.10 30.66 52.0 0.0 0.590 60.00 0.52 0.79 0.00 0.00 0.00 29.82 30.37 52.0 0.0 0.584 65.00 0.50 0.80 0.00 0.00 0.00 29.48 30.02 52.0 0.0 0.578 70.00 0.49 0.81 0.00 0.00 0.00 29.08 29.60 52.0 0.0 0.570 75.00 0.48 0.82 0.00 0.00 0.00 28.60 29.11 52.0 0.0 0.560 80.00 0.47 0.83 0.00 0.00 0.00 28.03 28.54 52.0 0.0 0.549 85.00 0.46 0.84 0.00 0.00 0.00 27.35 27.85 52.0 0.0 0.536 90.00 0.45 0.83 0.00 0.00 0.00 26.56 27.04 52.0 0.0 0.520 95.00 0.44 0.84 0.00 0.00 0.00 25.70 26.17 52.0 0.0 0.504 97.00 0.43 0.84 0.00 0.00 0.00 25.32 25.79 52.0 0.0 0.496 100.00 0.42 0.85 0.00 0.00 0.00 24.69 25.15 52.0 0.0 0.484 101.42 0.48 1.00 0.00 0.00 0.00 27.97 28.50 52.0 0.0 0.548 105.00 0.47 1.02 0.00 0.00 0.00 26.92 27.45 52.0 0.0 0.528 110.00 0.46 1.03 0.00 0.00 0.00 25.20 25.72 52.0 0.0 0.495 115.00 0.45 1.05 0.00 0.00 0.00 23.14 23.66 52.0 0.0 0.455 120.00 0.44 1.07 0.00 0.00 0.00 20.66 21.18 52.0 0.0 0.408 121.00 0.43 1.02 0.00 0.00 0.00 20.12 20.63 52.0 0.0 0.397 125.00 0.41 1.00 0.00 0.00 0.00 17.89 18.38 52.0 0.0 0.354 130.00 0.33 0.79 0.00 0.00 0.00 14.76 15.16 52.0 0.0 0.292 133.58 0.33 0.80 0.00 0.00 0.00 13.00 13.40 52.0 0.0 0.258 135.00 0.32 0.81 0.00 0.00 0.00 12.23 12.63 52.0 0.0 0.243 136.75 0.52 1.33 0.00 0.00 0.00 17.79 18.45 52.0 0.0 0.355 140.00 0.52 1.35 0.00 0.00 0.00 14.38 15.08 52.0 0.0 0.290 143.00 0.40 0.72 0.00 0.00 0.00 10.77 11.24 52.0 0.0 0.216 145.00 0.40 0.73 0.00 0.00 0.00 9.64 10.12 52.0 0.0 0.195 150.00 0.37 0.70 0.00 0.00 0.00 6.04 6.53 52.0 0.0 0.126 155.00 0.38 0.72 0.00 0.00 0.00 1.99 2.67 52.0 0.0 0.051 156.00 0.00 0.67 0.00 0.00 0.00 1.06 1.57 52.0 0.0 0.030 Pole: SE06104A Code: TIAIEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/412007 1:52:32 PM Height: 156.0 (ft) Page: 19 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 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev az cizGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (In) (ft) (sf) (sf) (Ib) (Ib) (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 n.nn 1.21 7_1102 13.1R 194.14 0.650 0.nn 5.00 17_R72 11.62 153.2 0.0 661_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 0.0 472.3 121.0 Appertunance(s) 0.00 1.45 9.299 15.71 137.26 0.650 0.00 1.00 2.289 1.49 23.4 0.0 91.7 125.0 Appertunance(s) 0.00 1.46 9.385 15.86 132.31 0.650 0.00 4.00 8.926 5.80 92.0 0.0 357.3 130.0 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 Appertunance(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 4,283.6 0.0 24,496.7 • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:32 PM Height: 156.0 (ft) Page: 20 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) 0.2 Taper: 0.2767188 (in/ft) Base Elev: 1.000 (ft) !/ 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 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (ib-ft) (lb-ft) (Ib) 90.00 4 ft HP Dish 1 8.552 14.452 1.00 15.86 0.000 0.000 229.21 0.00 0.00 170.00 121.0 4'Dish 1 9.299 15.715 1.00 20.91 0.000 0.000 328.59 0.00 0.00 188.00 125.0 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 641280-DF 6 9.490 16.038 0.67 2.08 0.000 0.000 33.43 0.00 0.00 33.60 130.0 KRY 112 71/x TMA 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 6 9.490 16.038 1.00 46.29 0.000 0.000 742.38 0.00 0.00 317.40 143.0 DB848H9OE 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 RR65-18-00DPL2 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 LNAs 12 10.012 16.920 1.00 9.14 0.000 1.000 154.71 0.00 154.71 119.04 156.0 RR65-19-00DP 12 10.012 16.920 0.67 48.02 0.000 1.000 812.55 0.00 812.55 276.00 5,437.10 5,893.74 • • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright SemaanEngineering Solutions,Inc Location: PT Reservoir,WA Y 114/2007 1:52:33 PM Height: 156.0 (ft) Page: 21 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 Linear Appurtenance Segment Forces Dead Seg Top Load Elev Exposed Length Weight CaAa qz F X (ft) Description To Wind (ft) (Ib/ft) (sflft) (psf) (Ib) (Ib) 5.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 10.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 15.00 (151 1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 20.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 20.00 (12)1 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 (111 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 25.00 (151 1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 30.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 6.400 21.63 62.40 30.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 6.400 21.63 60.00 30.00 (111 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 30.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 6.400 0.00 5.20 35.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 6.561 22.18 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.561 0.00 5.20 40.00 (151 1 5/8 coax Yes 5.00 12.48 0.40 6.809 23.02 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 6.809 0.00 5.20 45.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 7.037 23.79 62.40 45.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 7.037 23.79 60.00 45.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 7.037 0.00 5.20 45.00 (111 5/8" Coax Yes 5.00 1.04 0.00 7.037 0.00 5.20 47.67 (15)1 5/8 coax Yes 2.67 12.48 0.40 7.151 12.89 33.28 47.67 (12)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)1 5/8" Coax Yes 2.67 1.04 0.00 7.151 0.00 2.77 50.00 (15)1 5/8 coax Yes 2.33 12.48 0.40 7.248 11.43 29.12 50.00 (12)1 5/8" Coax Yes 2.33 12.00 0.40 7.248 11.43 28.00 50.00 (111 5/8" Coax Yes 2.33 1.04 0.00 7.248 0.00 2.43 50.00 (1)1 5/8" Coax Yes 2.33 1.04 0.00 7.248 0.00 2.43 53.75 (15)1 5/8 coax Yes 3.75 12.48 0.40 7.396 18.75 46.80 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)1 5/8" Coax Yes 3.75 1.04 0.00 7.396 0.00 3.90 55.00 (151 1 5/8 coax Yes 1.25 12.48 0.40 7.444 6.29 15.60 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 • • • • Pole: SE06104A Code: TIAIEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:33 PM Height: 156.0 (ft) Page: 22 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) 0.2 Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) 7,/ 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 55.00 (1)1 5/8" Coax Yes 1.25 1.04 0.00 7.444 0.00 1.30 60.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 7.628 25.78 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 7.628 0.00 5.20 65.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 7.802 26.37 62.40 65.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 7.802 26.37 60.00 65.00 (1)1 518" Coax Yes 5.00 1.04 0.00 7.802 0.00 5.20 65.00 (111 5/8" Coax Yes 5.00 1.04 0.00 7.802 0.00 5.20 70.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 7.966 26.93 62.40 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)1 5/8" Coax Yes 5.00 1.04 0.00 7.966 0.00 5.20 75.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 8.123 27.45 62.40 75.00 (12)1 5/8" Coax Yes 5.00 12.00 0.40 8.123 27.45 60.00 75.00 (111 5/8" Coax Yes 5.00 1.04 0.00 8.123 0.00 5.20 75.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.123 0.00 5.20 80.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 8.272 27.96 62.40 80.00 (12)1 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)1 5/8" Coax Yes 5.00 1.04 0.00 8.272 0.00 5.20 85.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 8.415 28.44 62.40 85.00 (1 21 1 5/5" Coax Vas 5.00 1 2.0 0 n_4n 5.415 25.44 50.00 85.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.415 0.00 5.20 85.00 (1)1 5/8" Coax Yes 5.00 1.04 0.00 8.415 0.00 5.20 90.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 8.552 28.90 62.40 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 (111 5/8" Coax Yes 5.00 1.04 0.00 8.552 0.00 5.20 95.00 (15)1 5/8 coax Yes 5.00 12.48 0.40 8.683 29.35 62.40 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 97.00 (15)1 5/8 coax Yes 2.00 12.48 0.40 8.735 11.81 24.96 97.00 (12)1 5/8" Coax Yes 2.00 12.00 0.40 8.735 11.81 24.00 97.00 (1)1 5/8" Coax Yes 2.00 1.04 0.00 8.735 0.00 2.08 100.0 (151 1 5/8 coax Yes 3.00 12.48 0.40 8.810 17.87 37.44 100.0 (12)1 5/8" Coax Yes 3.00 12.00 0.40 8.810 17.87 36.00 100.0 (1)1 5/8" Coax Yes 3.00 1.04 0.00 8.810 0.00 3.12 101.4 (15)1 5/8 coax Yes 1.42 12.48 0.40 8.845 8.47 17.68 101.4 (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 1.47 105.0 (15)1 5/8 coax Yes 3.58 12.48 0.40 8.933 21.64 44.72 105.0 (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 3.73 110.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 9.051 30.59 62.40 110.0 (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 5.20 115.0 (15)1 518 coax Yes 5.00 12.48 0.40 9.166 30.98 62.40 115.0 (1211 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 5.20 120.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 9.277 31.36 62.40 120.0 (12)1 5/8" Coax Yes 5.00 12.00 0.40 9.277 31.36 60.00 120.0 (1)1 5/8" Coax Yes 5.00 1.04 0.00 9.277 0.00 5.20 121.0 (15)1 5/8 coax Yes 1.00 12.48 0.40 9.299 6.29 12.48 121.0 (12)1 5/8" Coax Yes 1.00 12.00 0.40 9.299 6.29 12.00 121.0 (111 5/8" Coax Yes 1.00 1.04 0.00 9.299 0.00 1.04 125.0 (15)1 5/8 coax Yes 4.00 12.48 0.40 9.385 25.38 49.92 • Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:34 PM 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) U / 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: 1.00 125.0 (12)1 5/8" Coax Yes 4.00 12.00 0.40 9.385 25.38 48.00 130.0 (15)1 5/8 coax Yes 5.00 12.48 0.40 9.490 32.08 62.40 130.0 (121 1 5/8" Coax Yes 5.00 12.00 0.40 9.490 32.08 60.00 133.5 (15)1 5/8 coax Yes 3.58 12.48 0.40 9.563 23.17 44.72 135.0 (15)1 5/8 coax Yes 1.42 12.48 0.40 9.592 9.19 17.68 136.7 (15)1 5/8 coax Yes 1.75 12.48 0.40 9.627 11.39 21.84 140.0 (15)1 5/8 coax Yes 3.25 12.48 0.40 9.691 21.29 40.56 143.0 (15)1 5/8 coax Yes 3.00 12.48 0.40 9.750 19.77 37.44 Totals: 1,456.34 3,564.06 IF s Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:34 PM Height: 156.0 (ft) Page: 24 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 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 215.35 1,320.02 0.00 0.00 10.00 211.30 1.292.00 0.00 0.00 15.00 207.24 1.263.98 0.00 0.00 20.00 203.19 1,235.96 0.00 0.00 25.00 199.14 1,207.95 0.00 0.00 30.00 195.09 1,179.93 0.00 0.00 35.00 195.84 1,151.91 0.00 0.00 40.00 198.94 1.123.89 0.00 0.00 45.00 201.14 1,095.87 0.00 0.00 47.67 107.16 573.01 0.00 0.00 50.00 95.12 932.38 0.00 0.00 53.75 153.86 1,472.90 0.00 0.00 55.00 51.03 261.13 0.00 0.00 60.00 206.15 1.027.01 0.00 0.00 65.00 205.91 998.99 0.00 0.00 1 70.00 205.20 970.97 0.00 0.00 75.00 204.09 942.96 0.00 0.00 80.00 202.60 914.94 0.00 0.00 85.00 200.77 886.92 0.00 0.00 90.00 427.83 1,028.90 0.00 0.00 95.00 196.18 825.68 0.00 0.00 97.00 77.39 322.43 0.00 0.00 100.0 116.92 811.83 0.00 0.00 101.4 54.73 376.94 0.00 0.00 105.0 137.78 481.46 0.00 0.00 110.0 189.88 651.76 0.00 0.00 115.0 186.48 628.41 0.00 0.00 120.0 182.87 605.06 0.00 0.00 121.0 364.55 306.21 0.00 0.00 125.0 394.31 629.35 0.00 0.00 130.0 1,337.56 1,757.37 0.00 0.00 133.5 99.53 339.08 0.00 0.00 135.0 39.07 199.13 0.00 0.00 136.7 47.77 241.85 0.00 0.00 140.0 87.31 193.40 0.00 0.00 143.0 1,885.55 1,239.77 0.00 0.00 145.0 38.24 87.75 0.00 0.00 150.0 176.21 409.57 0.00 294.21 155.0 86.70 195.56 0.00 0.00 156.0 1,591.00 2,932.47 0.00 1,877.95 Totals: 11,176.99 34,116.69 0.00 2,172.15 Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 114120071:52:35 PM Height: 156.0 (ft) Page: 25 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / X Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) 7/ 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) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 -11.193 -34.111 0.000 0.000 0.000 -1,216.430 0.000 0.000 0.000 0.000 5.00 -11.008 -32.781 0.000 0.000 0.000 -1.160.468 -0.029 0.000 0.029 -0.055 10.00 -10.826 -31.478 0.000 0.000 0.000 -1.105.428 -0.117 0.000 0.117 -0.110 15.00 -10.646 -30.204 0.000 0.000 0.000 -1.051.298 -0.263 0.000 0.263 -0.168 20.00 -10.469 -28.958 0.000 0.000 0.000 -998.067 -0.470 0.000 0.470 -0.226 25.00 -10.294 -27.740 0.000 0.000 0.000 -945.724 -0.739 0.000 0.739 -0.286 30.00 -10.121 -26.550 0.000 0.000 0.000 -894.256 -1.072 0.000 1.072 -0.347 35.00 -9.946 -25.389 0.000 0.000 0.000 -843.653 -1.470 0.000 1.470 -0.410 40.00 -9.766 -24.255 0.000 0.000 0.000 -793.926 -1.934 0.000 1.934 -0.475 45.00 -9.575 -23.153 0.000 0.000 0.000 -745.099 -2.467 0.000 2.467 -0.540 47.67 -9.476 -22.575 0.000 0.000 0.000 -719.565 -2.779 0.000 2.779 -0.577 50.00 -9.387 -21.637 0.000 0.000 0.000 -697.455 -3.070 0.000 3.070 -0.609 53.75 -9.229 -20.160 0.000 0.000 0.000 -662.253 -3.569 0.000 3.569 -0.662 55.00 -9.190 -19.893 0.000 0.000 0.000 -650.716 -3.745 0.000 3.745 -0.680 60.00 -8.994 -18.858 0.000 0.000 0.000 -604.766 -4.493 0.000 4.493 -0.746 65.00 -8.796 -17.851 0.000 0.000 0.000 -559.799 -5.311 0.000 5.311 -0.815 70.00 -8.597 -16.873 0.000 0.000 0.000 -515.822 -6.202 0.000 6.202 -0.884 75.00 -8.397 -15.923 0.000 0.000 0.000 -472.839 -7.167 0.000 7.167 -0.955 80.00 -8.198 -15.001 0.000 0.000 0.000 -430.854 -8.205 0.000 8.205 -1.027 85.00 -7.999 -14.108 0.000 0.000 0.000 -389.866 -9.320 0.000 9.320 -1.099 90.00 -7.567 -13.078 0.000 0.000 0.000 -349.874 -10.511 0.000 10.511 -1.172 95.00 -7.365 -12.250 0.000 0.000 0.000 -312.038 -11.779 0.000 11.779 -1.246 97.00 -7.288 -11.925 0.000 0.000 0.000 -297.309 -12.307 0.000 12.307 -1.277 100.0 -7.159 -11.112 0.000 0.000 0.000 -275.445 -13.124 0.000 13.124 -1.322 101.4 -7.103 -10.731 0.000 0.000 0.000 -265.303 -13.520 0.000 13.520 -1.344 105.0 -6.966 -10.245 0.000 0.000 0.000 -239.851 -14.549 0.000 14.549 -1.397 110.0 -6.773 -9.589 0.000 0.000 0.000 -205.022 -16.057 0.000 16.057 -1.479 115.0 -6.582 -8.957 0.000 0.000 0.000 -171.157 -17.648 0.000 17.648 -1.557 120.0 -6.389 -8.352 0.000 0.000 0.000 -138.247 -19.320 0.000 19.320 -1.632 121.0 -6.021 -8.053 0.000 0.000 0.000 -131.858 -19.664 0.000 19.664 -1.647 125.0 -5.616 -7.429 0.000 0.000 0.000 -107.776 -21.068 0.000 21.068 -1.702 130.0 -4.231 -5.710 0.000 0.000 0.000 -79.697 -22.884 0.000 22.884 -1.763 133.5 -4.123 -5.372 0.000 0.000 0.000 -64.537 -24.223 0.000 24.223 -1.803 135.0 -4.079 -5.173 0.000 0.000 0.000 -58.696 -24.760 0.000 24.760 -1.818 136.7 -4.026 -4.931 0.000 0.000 0.000 -51.557 -25.430 0.000 25.430 -1.836 140.0 -3.935 -4.738 0.000 0.000 0.000 -38.472 -26.690 0.000 26.690 -1.864 143.0 -2.012 -3.560 0.000 0.000 0.000 -26.667 -27.873 0.000 27.873 -1.898 145.0 -1.972 -3.473 0.000 0.000 0.000 -22.644 -28.672 0.000 28.672 -1.917 150.0 -1.784 -3.069 0.000 0.000 0.000 -12.488 -30.701 0.000 30.701 -1.954 155.0 -1.691 -2.876 0.000 0.000 0.000 -3.569 -32.759 0.000 32.759 -1.974 156.0 -1.591 0.000 0.000 0.000 0.000 -1.878 -33.173 0.000 33.173 -1.976 • i Pole: SE06104A Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location: PT Reservoir,WA Y 1/4/2007 1:52:35 PM Height: 156.0 (ft) Page: 26 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) / x 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 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 0.49 0.32 0.00 0.00 0.00 14.22 14.71 50.5 0.0 0.291 5.00 0.48 0.32 0.00 0.00 0.00 14.22 14.71 51.1 0.0 0.288 10.00 0.47 0.33 0.00 0.00 0.00 14.23 14.71 51.6 0.0 0.285 15.00 0.46 0.33 0.00 0.00 0.00 14.22 14.70 52.0 0.0 0.283 20.00 0.45 0.33 0.00 0.00 0.00 14.21 14.68 52.0 0.0 0.282 25.00 0.45 0.33 0.00 0.00 0.00 14.19 14.65 52.0 0.0 0.282 30.00 0.44 0.34 0.00 0.00 0.00 14.16 14.62 52.0 0.0 0.281 35.00 0.43 0.34 0.00 0.00 0.00 14.13 14.57 52.0 0.0 0.280 40.00 0.42 0.34 0.00 0.00 0.00 14.07 14.51 52.0 0.0 0.279 45.00 0.42 0.35 0.00 0.00 0.00 14.01 14.44 52.0 0.0 0.278 47.67 0.41 0.35 0.00 0.00 0.00 13.97 14.39 52.0 0.0 0.277 50.00 0.40 0.35 0.00 0.00 0.00 13.93 14.34 52.0 0.0 0.276 53.75 0.38 0.35 0.00 0.00 0.00 13.40 13.79 52.0 0.0 0.265 55.00 0.37 0.35 0.00 0.00 0.00 13.37 13.76 52.0 0.0 0.265 60.00 0.37 0.35 0.00 0.00 0.00 13.24 13.62 52.0 0.0 0.262 65.00 0.36 0.36 0.00 0.00 0.00 13.08 13.45 52.0 0.0 0.259 70.00 0.35 0.36 0.00 0.00 0.00 12.90 13.26 52.0 0.0 0.255 75.00 0.34 0.36 0.00 0.00 0.00 12.68 13.04 52.0 0.0 0.251 80.00 0.33 0.37 0.00 0.00 0.00 12.42 12.77 52.0 0.0 0.246 85.00 0.33 0.37 0.00 0.00 0.00 12.12 12.46 52.0 0.0 0.240 90.00 0.31 0.37 0.00 0.00 0.00 11.76 12.09 52.0 0.0 0.233 95.00 0.31 0.37 0.00 0.00 0.00 11.37 11.70 52.0 0.0 0.225 97.00 0.30 0.37 0.00 0.00 0.00 11.21 11.53 52.0 0.0 0.222 100.00 0.29 0.38 0.00 0.00 0.00 10.93 11.24 52.0 0.0 0.216 101.42 0.33 0.44 0.00 0.00 0.00 12.38 12.73 52.0 0.0 0.245 105.00 0.33 0.45 0.00 0.00 0.00 11.91 12.26 52.0 0.0 0.236 110.00 0.32 0.46 0.00 0.00 0.00 11.14 11.49 52.0 0.0 0.221 115.00 0.31 0.47 0.00 0.00 0.00 10.23 10.57 52.0 0.0 0.203 120.00 0.31 0.48 0.00 0.00 0.00 9.13 9.47 52.0 0.0 0.182 121.00 0.30 0.45 0.00 0.00 0.00 8.88 9.22 52.0 0.0 0.177 125.00 0.29 0.44 0.00 0.00 0.00 7.90 8.22 52.0 0.0 0.158 130.00 0.23 0.35 0.00 0.00 0.00 6.52 6.79 52.0 0.0 0.131 133.58 0.23 0.36 0.00 0.00 0.00 5.74 6.00 52.0 0.0 0.115 135.00 0.23 0.36 0.00 0.00 0.00 5.40 5.66 52.0 0.0 0.109 136.75 0.36 0.59 0.00 0.00 0.00 7.85 8.27 52.0 0.0 0.159 140.00 0.36 0.60 0.00 0.00 0.00 6.34 6.78 52.0 0.0 0.130 143.00 0.28 0.32 0.00 0.00 0.00 4.75 5.06 52.0 0.0 0.097 145.00 0.28 0.32 0.00 0.00 0.00 4.25 4.56 52.0 0.0 0.088 150.00 0.26 0.31 0.00 0.00 0.00 2.69 3.00 52.0 0.0 0.058 155.00 0.27 0.32 0.00 0.00 0.00 0.89 1.28 52.0 0.0 0.025 156.00 0.00 0.30 0.00 0.00 0.00 0.48 0.71 52.0 0.0 0.014 • • 1110 IEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Pole: SE06104A Code: TIAY 114120071:52:36 PM Location: PT Reservoir,WA Height: 156.0 (ft) Page: 27 Shape: 18 Sides Base Dia: 59.43 (in) Top Dia: 18.02 (in) '/ x Taper: 0.276718 (in/ft) Base Elev: 1.000 (ft) c/ Analysis Summary 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 28.7 0.00 34.08 0.00 0.00 3111.70 36.88 50.5 0.00 0.730 Ice 24.7 0.00 46.52 0.00 0.00 2720.77 32.49 50.5 0.00 0.643 Twist/Sway 11.2 0.00 34.11 0.00 0.00 1216.43 14.71 50.5 0.00 0.291 . S