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Clearwire ID BOI CZCCERTIFICATE OF ZONING COMPLIANCE DATE: March 8, 2010 TO: Clearwire US, LLC FROM: Bill Parsons, Associate City Planner SUBJECT: Clearwire — ID — BOI-017 — CZC-10-015 OWNER: Richard Phillips DESCRIPTION OF APPLICANT'S REQUEST f1ENDIAN*-�- IDAHO The applicant, Clearwire US LLC, requests Certificate of Zoning Compliance (CZC) approval to upgrade the antennas and equipment on the existing 100 -foot monopole at Meridian Self -Service Storage Facility. The new equipment consists of (5) Kathrein quad antennas and (5) dap heads mounted to the existing light pole at a height of 80 -feet. The subject facility is located at 627 S. Meridian Road. DECISION The applicant's request for CZC is approved with the conditions listed in this report. Note: This is not a building permit. Prior to any construction, you should contact Building Services at (208)887-2211 to verify if any additional permits and/or inspections will be required. Site Specific Conditions of Approval 1. The schematic plans drawn and stamped by Glenn Walker, Architecture Designs Plus, dated February 7, 2010, are approved with no changes from the Planning Department. 2. Comply with all bulk, use, and development standards of the C -G zoning district listed in UDC Chapter 2 District regulations. 3. Comply with the outdoor service and equipment area standards as set forth in UDC 11-3A-12. 4. Install all utilities consistent with the standards as set forth in UDC 11-3A-21 and 11 -3B -5J. Process Conditions of Approval 1. The applicant shall pay any applicable impact fees prior to the issuance of a building permit. 2. If any changes must be made to the site plan to accommodate ACRD requirements, the applicant shall submit a new site plan to the City of Meridian Planning Department for approval prior to issuance of the building permit. 3. The applicant shall complete all required improvements prior to issuance of a Certificate of Occupancy. It is unlawful to use or occupy any building or structure until the Building Official has issued a Certificate of Occupancy. Ongoing Conditions of Approval 1. The project is subject to all current City of Meridian ordinances and previous conditions of approval associated with this site. 2. The issuance of this CZC does not release the applicant from any previous requirements of the other permits issued for the site. 3. The applicant shall have an ongoing obligation to comply with the applicable specific use standards for wireless communication facilities as set forth in UDC 11-4-3-43. Clearwire — ID-BOI-017 CZC Planning Department CERTIFICATE OF ZONING COMPLIANCE Application Checklist Project name: CIt°atU /4G s�i01.! I;-1Wei Applicant/agent: Jg C1 ti tv0pnS / [ /,,ew,,u 115, GCC All applications are required to contain one copy of the following unless otherwise noted: Applicants�er_ '=41J. �)x.... '.fit ��......� Sw��i�� r��,� , •c' �� .�µ,w. 'Z`..:k'.�i ?'�� „��' ka.t7.ri�£-,^��. �+ , � � �'.� �.i,,�, ,�' , `c.ag'� .: X., v^e p i ,t�r ~ �ti �)M�.�; Completed & signed Administrative Review Application Narrative fully describing the proposed use of the property, including the following: ➢ Information on any previous approvals or requirements for the requested use i.e., Applicable conditions of approval or Development Agreement) Recorded warranty deed for the subject property Affidavit of Legal Interest signed & notarized by the property owner (If owner is a corporation, submit a copy of the Articles of Incorporation or other evidence to show that the person signing is an authorized agent.) Scaled vicinity map showing the location of the subject property Fire Marshall approval for access and turn around (stamped, full size site plan) Sanitary Service Company approval for trash enclosure & access drive (stamped, full size site plan) Civil Site/Dimension Plan — 1 fall size coy folded to 8 ''/z" x 11" size A photometric test report for an light fixtures with a maximum output of 1 800 lumens p p Y g () tP or more see UDC 11-3A-11 u.` Copy of the recorded plat the property lies within (8 '/2" x 11 Address verification letter from Public Works 898-5500 Site Plan -4 copies (folded to 8 ''/Z" x 11" size) The following items must be shown on the siteplan: • Date, scale, north arrow, and project name (scale not less than 1"=50') F • Names, addresses, and telephone numbers of the developer and the person and/or firm preparing the plan • Parking stalls and drive aisles • Trash enclosures location • Detail of trash enclosure (must be screened on 3 sides) • Location and specifications for underground irrigation (Pressurized irrigation can only be ' waived if you prove no water rights exist to subject property) s • Sidewalks Or pathways (proposed and existing) � • Location of proposed building on lot(include dimensions to property hlines)rM�;w, , • Fencing (proposed and existing) HIM" K,j • Calculations table including the following: -J x f r- ➢ Number of parking stalls required & provided (specify handicap & compact stalls) ➢ Building size (sq. ft.) ➢ Lot size (sq. ft.) ; Y' ➢ Setbacks ➢ Zoning district • Reduction of the site plan 8 %" x 11" Landscape plan — 3 copies (folded to 8 ''/2" x 11 size) Plan must have a scale no smaller than 1 " = 50'(1 " = 20' is preferred) and be on a standard drawing sheet, not to exceed 36"x 48" (24"x 36" is preferred). A plan which cannot be drawn in its entirety on a single sheet must be drawn with appropriate match lines on two or more sheets. The following items must be included on the landscapeplan: • Date, scale, north arrow, and project name 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 9 Facsimile: (208) 888-6854 • Website: www.meridiancity.org ACHD Acceptance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning & Zoning Department for approval prior to the issuance of a building permit. Your building permit will not be issued until ACHD has approved your plans and all associated fees have been paid. THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: 'vww.meridiancity.org (Rev. 4/03/09) • Names, addresses, and telephone numbers of the developer and the person and/or firm preparing the plan..<;, • Stamp/signature of a landscape architect, landscape designer, or qualified nurseryman preparing the plan;' • Existing natural features such as canals, creeks, drains, ponds, wetlands, flood Tains, high groundwater areas, and rock outcroppings • Location, size, and species of all existing trees on site with trunks 4 inches or greater in diameter, measured 6 inches above theground. Indicate whether the �F tree will be retained or removed • A statement of how existing healthy trees proposed to be retained will be ffl protected from damage during construction • Existing structures, planting areas, light poles, power poles, walls, fences, berms, ' parking and loading areas, vehicular drives, trash areas, sidewalks, pathways,° stormwater detention areas, signs, street furniture, and other man-made elements • Existing and proposed contours for all areas steeper than 20% slope. Bemis shall be shown with one -foot contours *a? • Sight Triangles as defined in 11-3A-5 of this ordinance • Location and labels for all proposed plants, including trees, shrubs, and grotmdcovers (trees must not be planted in City water or sewer easements). Scale shown for plant materials shall reflect approximate mature size • A plant list that shows the plant symbol, quantity, botanical name, common name, minimum planting size and container, tree class (I, II, or III), and comments (for spacing, stakin , and installation as appropriate) • Planting and installation details as necessary to ensure conformance with all required standards • Design drawing(s) of all fencing proposed for screening purposes • Calculations of project components to demonstrate compliance with the requirements of this ordinance, including: ➢ Number of street trees and lineal feet of street frontage ➢ Width of street buffers (exclusive of right-of-way) ➢ Width of parking lot perimeter landscape strip ➢ Buffer width between different land uses (if applicable) ➢ Number of parking stalls and percent of parking area with internal landscaping ➢ Total number of trees and tree species mix ➢ Mitigation for removal of existing trees, including number of caliper inches being removed Reduction of the landscape plan 8 %2" x 11" Building elevations showing constriction materials — 3 copies folded to 8Y2" x 11" size Reduction of the elevations 8 %Z" x 11" ; If applying for approval of a public school, provide additional information as required by the Public School Facility supplemental checklist per §67-6519 ~" Fee If this project had prior approval on a site plan, reduced fees may apply) ACHD Acceptance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning & Zoning Department for approval prior to the issuance of a building permit. Your building permit will not be issued until ACHD has approved your plans and all associated fees have been paid. THIS APPLICATION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: 'vww.meridiancity.org (Rev. 4/03/09) IP- 90ro1:�- fi�� VIED Planning Department 1 D A ADNNISTRATIVE REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Alternative Compliance ❑ Certificate of Zoning Compliance ❑ Certificate of Zoning Compliance Verification ❑ Conditional Use Permit Minor Modification ❑ Design Review ❑ Private Street ❑ Property Boundary Adjustment ❑ Time Extension (Director) ❑ Vacation ❑ Other STAFF USE ONLY: File number(s): ?—"' Z C 0 -0 Project name: Gf=a'w1ke GV��t7 Date filed: 2'1(-20/0 Date ccomplete: 7"7'ft Assigned Planner: /" rs� Related files. L"ZG `8 -OSS Applicant Information Applicant name: Clearwire US LLC Phone: (208) 866-7725 Applicant address: 104 N. Milwaukee Street Boise, ID Applicant's interest in property: ❑ Own✓❑ Rent ❑ Optioned ❑ Other Zip: 83704 Owner name: Richard Philiins Phone: 208-376-4665 Owner address: 210 South Murray Street Boise, ID 83714 Zip: Agent name (e.g., architect, engineer, developer, representative): Jason Evans Firm name: 104 N. Milwaukee Street Boise, ID Phone: (208) 866-7725 Address: Primary contact is: ❑ Applicant ❑ Owner El Agent ❑ Other Zip: Contact name: Jason Evans Phone: (208) 866-7725 E-mail: Jasonevansaa,cableone.net Fax: (208) 441-5836 Subject Property Information Location/street address: 627 South Meridian Street Assessor's parcel number(s): 51213142042 Township, range, section: 3N 1W 13 Total acreage: 12.54 Current land use: Storage Facilitv/Tower Current zoning district: C -IG 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. 11/4/08) Project Description Project/subdivision name: Clearwire - ID-BOI017 General description of proposed project/request: Upgrade of existing antennas/DAP equipment Proposed zoning district(s): ( Acres of each zone proposed: Type of use proposed (check all that apply): ❑ Residential ❑ Commercial ❑ Office ❑ Industrial ❑� Other Telecommunications facility Amenities provided with this development (if applicable): N/A Who will own & maintain the pressurized irrigation system in this development? N/A Which irrigation district does this property lie within? N/A Primary irrigation source: N/A Secondary: N/A Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: N/A Number of building lots: N/A Number of common and/or other lots: N/A Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: N/A 2 or more Bedrooms: N/A Minimum square footage of structure(s) (excl. garage): N/A Proposed building height: N/A Minimum property size (s.f): N/A Average property size (s.f.): N/A Gross density (DU/acre-total land): N/A Net density (DU/acre-excluding roads & alleys): N/A Percentage of open space provided: N/A Acreage of open space: N/A Percentage of useable open space: N/A (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: N/A Other lots: N/A Gross floor area proposed: N/A Existing (if applicable): N/A Hours of operation (days and hours): N/A Building height: N/A Percentage of site/project devoted to the following: Landscaping: N/A Building: N/A Paving: N/A Total number of employees: N/A Maximum number of employees at any one time: N/A Number and ages of students/children (if applicable): N/A Total number of parking spaces provided: N/A Authorization Print applicant name: �_(99)N GVAN S Applicant signature: 4 C—�V m Date: Z / l l 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 Seating capacity: N/A Number of compact spaces provided: N/A to de a rw0 r e .. ,Carilfon Pant Ki*kland, VVA 88033 February 11, 2010 Meridian Planning Department 33 East Broadway Avenue, Suite 210 Meridian, ID 83642 RE: Certificate of Zoning Compliance Co -location - Wireless Telecommunications Facility 627 South Meridian Way (ID-BOI017) As a community wireless company, Clearwire is serious about serving the growing demands of the Meridian area. For this very reason, Clearwire is requesting a Certificate of Zoning Compliance for upgrading its antennas and equipment to existing Wireless Telecommunications Facility. Pursuant to the City of Meridian Wireless Telecommunication Ordinance, co -location is encouraged. Clearwire is complying with this request by the City of Meridian. Clearwire's radio engineers have identified gaps in the area due to terrain challenges blocking current coverage. Currently, Clearwire does not have adequate coverage in the area to support its customers growing needs and demands. The best way to ease the congestion and customer complaints is to modify the existing installation so a new tower site would not be required. We are receiving an increasing number of complaints from our customers and feel it is time to address this coverage issue. Continuous coverage is of major importance for the safety and convenience of all users of wireless telecommunications. To summarize this application, Clearwire is requesting the City of Meridian Planning Department to issue a Certificate of Zoning Compliance approval for the upgrade of the Clearwire's antennas and equipment to an existing Wireless Telecommunications Facility. The tower already exists, and the addition is in line with City's Ordinance. Thank you for your consideration of this proposal and I hope that the foregoing and enclosures are adequate to provide an evaluation of our proposed project. Should you have any questions or clarification of documentation, please do not hesitate to contact me. I would be happy to provide you with any further assistance. Sincerely, Jason S. Evans Project Manager clear« -0 re February 11, 2010 Certificate of Zoning Compliance Co -location - Wireless Telecommunications Facility 627 South Meridian Way (ID -130I017) Site Description The proposed Clearwire facility will be located on a commercial storage facility surrounded by a commercial property. The area is flat with some deciduous trees that may cause interference with coverage. The existing tower site sits on the North side of the property. Due to the existing wireless tower, Clearwire chose the site location as it is central to the coverage issue. There were no other property options to the North that would be able to meet zoning criteria for either a new wireless telecommunications facility or a co -location. Coverage/Propagation Maps were not included in this presentation as the coverage is existing, but the capacity and quality of that coverage is what is degraded. The coverage will be the exact same as the initial installation. The augment of the existing facility will allow Clearwire to solve capacity problems and hopefully alleviate any future problems within this area. If additional equipment is added, Clearwire will go back through the CZC process again. Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax A 05/03/2005 23:59 FAX 208384142' ALLIANCE A r.. • � - -- -• � s� s=mow •�- < - • �• •= Mo - Fop vALt3_ Rscc -ED rr� �1. goner. gat utz z i Moan GtZA�iOP.(s), dm(do) he:av Gf .:_li'. HARGAL`L SELL and CONVEY =m mid 'd. Pi"iL1iti _ a tarrisi chart as his sole and Be--te G. .TTE-r(Sj. -rf wads_ cu== address is; 8255 ?allow Park Drive. r �)Oise� ID8?:7i the rollaaine de-cribe3 real prop:ry in ai?3 EoWi T mom pa -m -a tis descrfo!d is :oilous. to µtic - ,t Sr-'-. mi:f rm MMUMT `A' ��11F AL'`lNA ps'kff 1 Li:- !r . R ta c -..•.. A$irr Veu^=Y��dino : e."�4as.`-S1 • _ _ ARimT.T r �- e'Y t P10` T: t MI TO HAVE AND TO HOLD the said prmm'*- , with their a¢Pur nmem Luna the said G[ante (sJ utd?Gr ttee end assigns forevcr• Aad tcc said Gr..ntor(s) dxs(da)-hereby covenant to aad with the said Grant ---(s the owns(s) in fee simp:e of said premiss. dm- said prtmises aro fret f'. ora all cn=a5ran:es, F.)FC"Pil'= .� coaveyance is erpre 4 made stibjerx Mrd those trade, saff•.sed or done by the Grantx(sr and sabject to reser —19 dons. dedictiau, easements. right of way and agreements. Cif airy) of record. and gcduA taxes astd zsstssifl ars; lute! irrigation and tuility an=mnerus, if arty) for the rutreat year, which are hat yet due and }nyable, aatFthat Gncrd „ror�i rant and defend the sore ham all lawfal clabus whatsoever. _ Dated: June Ol. 19@9 Jt ,jV�IS L t�►O F4 � in r>•.GiAUeLiAh al crarc no rnat:n rnrN-ry OF )TATE OF ::A:HihGTO)f 3 i County of a r'i6 On tfi., 2nd AT of IMI A- D. 19-1.2— beforeme,theundatuened,ANo Public in and for he Stam of Washinatcrt dn[ eamme:raaed and sworn er o=A - �' P llF appira`t BEATqFC= !±_ fnnarP :o rnt known to be the )ndividual— descriaed in and who executed the foregoing ursavmeat, and seL--rawledged tdr waled the said instnanent Ar- her ee and voluntary act and deed for the toes and pupa and ams:al seal hereto affixed the dap and year in this UECAts Abn�v tt NaUry "aUt %x4aaa,�Ix the S:aw cf Wasl:taroa, rend.•aDat __lfevue ..� �trep?a:vr_-to^:er�r:esoa 7773I97,.._-. ke—.-:eds--=.-h=I=4M:Z..L :isaa=n-een-tsr,.¢antra+inFGuroaVa r'aaX75) IM 002 05/04/2005 00:01 FU 208384142' oz.. -ILLIXNCE r IM003 T s -A ammy- Ccft REiN E!OlrS;k-M WE SEZT:GN 55.00 .-c^`; tO FAST ;aAMtL '15-- Tft �M-ST. C= SA!::') zt=72:0!; L _rME 0. SouTs X OXG T-lik =i=Tf64 L-11im' 6�'.UC- F -RET TO 'r.!R POINT CF ALSO %--=?T A ST -%Z? 03' LLNU 25 FEET WIDE Z:a-.VG IN THE :OGT: EAS: QUARTER OF T:M NMRTH&-!�$T GU;�� OF SECTI-TON 13, T -MN -S=L ---7 NORTH, RANGS 1 WEST, THS SOUTEMLY 25 Fav 07 THAI" C%-=^:.kr ?z'7'c=!- 'r THAT Cz-:AT.%!N DE -SM. D;C-FM 19-=o' xl;-_ ?L= -=Rb -=D ulm-si� % 'T %0. 30aSOG IN B -CO ;vT PAGM 7 C= DEEMS, kZ^ �NSTRUMM% COUNTY RECORDS, AND THE ?CRTIC!, ?.:QR7ICZ,'tARLY AS FOLLOWS, CM"4!NC-r'%G AT TK-- SOUTHEAST OF =-Z %C=TF.7--kST CvAF=-R CF SECTION' 13, TV4.\'Sr-?P 3 NORTH, 'LME I WEST. THVICE WEST ALONG T.'&[_ZAST-WEST CF S; !:) SECTZc-x- IS DISTANCE OF 417 7-----T TO A POINT. 113 TSM RE OF BEGIN-NING, CONTINUING L N T INU E 0 FOR, G 11 Ch: fo 05%04/2005 00:03 RAX 20838414.^_ . AULMNCE i@004 05/04/2005 no:os EAYL 208384142' 4t ALLIANCE > �. 2X GL X THAT ZORTIOITO THE S2=!�ST =2ZR _ -=2 .\ Q�_�O 2 .q13, ..3 H, ��21W. OF 2. . m AM;� » , 2Ao o� s X33333: \\ ;omA, AT THE 23 2� � E O £ SLM3mTlp aTER OF sEmaZASTQUARTER. OF SAID -S.N2,TMN 2 ON THEpA=ERseC2g LINE '21.2TOAS�2 .G.r�AlE T�so�o,c THE 2 EZ-r'S2 QUARTER SA SECTION ANM x -: U-= \ m2Tc�m2%! NORTH G� as � s� , m �? QU: I� £� m HA -S! pX aR OF gl 2. Q43A p2 -;TQC . . . SO 7aaQ x asoma c SA-rD5- OF ==:p THE NORTHEAST QUARTZR g SAID :- :T -u ---N== Wt. E��3.EP� @os APR -28-2008 11:43 From: STATE OF IDAHO j COUNTY OF ADA } To:4415836 P.2/2 LWO'VY-LL CVtFD. 1.7 �UN11 j 12084415836 From: Jason Evans AFFMAV U OF LEGAL INTEREST I Richard Philips Base (name) (city) being first duly sworn upon, oath, depose and say: 210 Murray Street D (address) I (state) 1. That I am the record owner of the property described on the attached, and I grant my permission to: 9 3. Jason Evans - Ciearwire PO Box 191114 Boise, ID 83719 (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this !.- fj day of 9 , 20ff /-y_ SUBSCRIBED AND SWORN to before me the day Residing My Commission Expires: oms C _. 0 CD .; CDCD 010 n IV i c - m Orn -4 m � a vas v z Zvn °ic m= r 2 o cv _ co O Q. cW— C/) 3 m mm 04 � n3co m Mo 'A V• 3 m o�m. Zm0) 00)CD s -a- C) �t CD m e ev 2 C M S M -'R11D m 0 h.� 1 V m � i �q�N �•�=Q a: o .o ❑❑ ❑ zzz��a isizz� ;m mnmx n a m m w w o c w o D 'D A f^ O w Aver 3 m m D 0 0Z9m33 m � r m ° m onxa o tnr = m0=1o° a o a m mn� y --04 Dz0x >� t� a Fi m o m 3 > m OA D m f cn m m r i^ A m p �D m Q- i O r 4 Ln IDIANk--w---, �- IDAHO / FORM PW100 DATE: 2/ 11/ 10 MayorTammy de Weerd City Council Members: Keith Bird Joe Borton Charles Rountree David Zaremba The following property has been researched by The City of Meridian Public Works Department. Project Name: Clearwire Cell Tower Modification Address: 627 S. Meridian Rd. Suite #: Zip Code: 83642 Note: Located on the property of Republic Storage Units 1) The address has been assigned based on available information. This address should be considered temporary (Development process has not been completed, so the address may change) 2) This address will be required to connect to municipal services. Water and Sewer mains are available for connection to the Municipal System. This property does not currently have services available. (Development process has not been completed) 3) This is an existing structure that is connected to municipal services. EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUITE NUMBER (IF APPLICABLE). Terri Ricks Land Development Services tricks@meridiancity.org A oint WONE: FAX- ONLINE: clearw re Kirkand,W00 lA98033 425.216.7600 425.216.7900 www.clearwire.com PRIVATE AND CONFIDENTIAL March 30, 2010 City of Meridian Planning Department 33 East Broadway Ave. Suite 210 Meridian, ID 83642 Dear Staff. Pursuant to the City of Meridian's Wireless Telecommunications Ordinance, I am stating that the proposed changes to the following sites/properties will be in compliance with the FCC standards regarding radiation frequency. The sites in specific consideration are: ID-BOI016 — 3735 North Ten Mile Road ID-BOI017 - 627 South Meridian Road ID-BOI041 — 2000 South Millennium Way Clearwire will be replacing the existing antennas with new Quad pole antennas as well as adding Motorola DAP heads. Please let me know if you have any questions regarding this matter. Best Regards, Thomas Tran RF Manager clearw°re I M: (206) 321-2877 1475 120th St NE I Bellevue, WA 98005 NIGH-SPkFO IIII ICPO Fr MAOf: SI i.tPLld. IVAY SINPLIi. March 31, 2010 Certificate of Zoning Compliance Proposed Wireless Internet Facility Upgrade 627 South Meridian Road - ID-BOI017 Site Description The updated Clearwire facility will be located on an existing Wireless Telecommunications Facility. The area around the property is a mix of residential and commercial uses. The area is flat with a few deciduous trees. There are no natural or manmade impediments that would obstruct adequate wireless telephone transmissions as this is wireless internet and not telephone service. There are no physical constraints that would preclude construction of a wireless communications on this facility. Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax Jason Evans From: Kristen White[kristen.white@AmericanTower.com] Sent: Thursday, March 18, 2010 10:17 AM To: Jason Evans Subject: Meridian - ID- ID-BO1017 -ATC tower # 82687 Latitude: Deg: 43 Min: 35 Sec: 57.7 N Longitude:Deg:116 Min: 23 Sec: 42.45 W Hello Jason, This email is to confirm that American Tower, as tower owner of this site, does allow colocators to install at this site. Please let me know if you require anything further to accomplish the jurisdictional approval for installation at this site. Best, Kristen White Account Project Manager American Tower Corporation 10 Presidential Way Woburn, Massachusetts 01801 (781) 926-4585 (office) (781) 926-4721 (fax) kristen.wh ite(cD,americantower. com deanv're March 31, 2010 Certificate of Zoning Compliance Proposed Wireless Internet Facility Upgrade • ID-BOI016 - 3735 North Ten Mile Road ID-BOI017 - 627 South Meridian Road 2000 South Millennium Road - ID-BOI041 Propagation Maps Since the request for this Certificate of Zoning Compliance is to swap out the antennas to a new model, propagation maps are not required. The propagation will be the exact same as the original CZC requests. Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax March 31, 2010 Certificate of Zoning Compliance Proposed Wireless Internet Facility Upgrade ID-BOI016 - 3735 North Ten Mile Road ID-BOI017 - 627 South Meridian Road • 2000 South Millennium Road - ID-BOI041 FAA Clearwire will be in compliance with all regulations administered and enforced by the Federal Aviation Administration (FAA). Clearwire is only a co -locator on these existing facilities and does not own these facilities. Clearwire will be in compliance with all regulations required by the FAA. Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax �joffin10,r 1111elte,11111, a/m,-clear P O 9 � � _ n FSj °F� i 0 t �9p2�� OO D Q°1p Z 7?z1 p E�^�.r 0 2 UU ,Q0 )303 ;_GSOm Dm I...I zF92m2 mtZi (��Vy, > D s m l 2 z; I_J B'M {rB.y S Id AOWI IId 7B+IY 3 �p S R °= dearw're® ARCHITECTURE SITE # ID-BO1017 DESIGNS PLUS P.A. [Vill 627 S.MERIDIAN RD. ARCHITECTURE & REAL ESTATE PLAN VINO p MERIDIAN, IDAHO 83642 CLENN WALKER. AIATITLE SHEET so°isIF 1 1&1. &ails OF fAXC (26B(3�3T6B Y� 3 ORO[ F �r�Oni �z�°y �_ O n { dS ° yy � o v Z 3 QnnnOpa ) oo�k� Cza �g"�cZi y o)a PN A PpZ(� � a � OAjISz� p fggp or p �Pq S � yy l� n nn �m I_J B'M {rB.y S Id AOWI IId 7B+IY 3 �p S R °= dearw're® ARCHITECTURE SITE # ID-BO1017 DESIGNS PLUS P.A. [Vill 627 S.MERIDIAN RD. ARCHITECTURE & REAL ESTATE PLAN VINO p MERIDIAN, IDAHO 83642 CLENN WALKER. AIATITLE SHEET so°isIF 1 1&1. &ails OF fAXC (26B(3�3T6B Y� 3 ORO[ F �r�Oni �z�°y �_ O z 3 nA0 Z y �� 'o PN O PpZ(� �g=D Qua° yy l� nn PH UU D D D -1 y _ - ) �y a 0OO fom C/] m- a✓Y O _ ar N Cm z � I_J B'M {rB.y S Id AOWI IId 7B+IY 3 �p S R °= dearw're® ARCHITECTURE SITE # ID-BO1017 DESIGNS PLUS P.A. [Vill 627 S.MERIDIAN RD. ARCHITECTURE & REAL ESTATE PLAN VINO p MERIDIAN, IDAHO 83642 CLENN WALKER. AIATITLE SHEET so°isIF 1 1&1. &ails OF fAXC (26B(3�3T6B Y� .1 DArEl No. 10NS ] k ��.7■ 9, c ] a)||) / ARCHITECT DEQGNSPLUS P� &7& va D�..%` C MERIDIAN, IDAHO 83642 } a &S�#Dem7 > »\§§§Q MICE (20) SITE PLAN & FAX, P08) - \§� � t ;;■ m _ \ § T, - �2 @- mK� d2 , - §} \ - r> F-�\ f ® > ` `' > �} � >/ > ) &! }§ !_ 7{ k } �> \ 00 f > f / f /) � { ` {� & .._ X1, - �- 6 § | | .1 DArEl No. 10NS ] k ��.7■ 9, c ] a)||) / ARCHITECT DEQGNSPLUS P� &7& va D�..%` C MERIDIAN, IDAHO 83642 } a &S�#Dem7 > »\§§§Q MICE (20) SITE PLAN & FAX, P08) - ] §)aclarW*re' ARCHITECTURE1� F09 \«sE#�DeD7 �£SIUNSPLUS§P.AP.A. %&7& MERIDIAN RD. ~ ('§ \ar§■ /� #\\\~# -3365 tip 83642 ANTENNA v r S > z w m . m¥\ z Z« }§: - _ §) � m- n t 2m2E§|§17 !� , ! � E 0 z i(\/'20 , A 7 H >2 # ' ` z\ {\ > !: ~ r z } > ~^A ~ .° 0 � !z I m u> §f§ ! & W �v §i z� §/ \� y!@& !$ )k ( !7 § f§ } 0P)� I;§® ( _ >t 1 � \j \ {\f o K m @ q I - 2 . \|\ ° ,■, ] §)aclarW*re' ARCHITECTURE1� F09 \«sE#�DeD7 �£SIUNSPLUS§P.AP.A. %&7& MERIDIAN RD. ~ ('§ \ar§■ /� #\\\~# -3365 tip 83642 ANTENNA v r S ARCHITECTURE clearw re SITE # ID -1301017 DESIGNS PLUS P.A. D 3 627 S. MERIDIAN RD. ' r= W � o c _ ARCHITECTURE & REAL ESTATE PLANNING gE � !� � y M; , P MERIDIAN, IDAHO 83642 CLENN WALKER. AIA SSd EXISTING EQUIPMENT DETAILS eoiss mAHO 83713 Fir (208) 3" 3268 'a mm Qcn I ___-=-____= m -z z I I b ? O W -O" E IPMENT PLATPORM N 'I' -O" LEASE AREA m^m x o y C (n0 CD 4'-2" 55G ..I 2'-5" TELCO I' -I" 7" 7-I0" HVAC, H" ELECT mG) z m G) � mm m ® m . D D j -I O 0 z z ? O N y N O 4'-2" 55C 6 2'-5" TELCO I' -I" ELEC. 2. MITI X aR S MITI 4'-2" S5G 25 -1 Z ox_ co H" 7 -IO" HVAC H" m z 2 -u -j KZ I m m VV obs n ^moo N z R[ Iy y A a yyyy2 0 6i6iy g i O X Z A 1, Imran y r A l y z ym y "O i O --nom O m c -O �y2DR pA�N 3 yNas o z -i z 1 a $y n Ao y O 0 � a ARCHITECTURE clearw re SITE # ID -1301017 DESIGNS PLUS P.A. D 3 627 S. MERIDIAN RD. ' r= W � o c _ ARCHITECTURE & REAL ESTATE PLANNING gE � !� � y M; , P MERIDIAN, IDAHO 83642 CLENN WALKER. AIA SSd EXISTING EQUIPMENT DETAILS eoiss mAHO 83713 Fir (208) 3" 3268 'a cl arW2e` ARCHITECTS Vim! arrE#�D1301017 DESIGNS PLU\\P.A. ±&7S. MERIDIAN RD ARCHITECTURE & REAL ESTATE ;§!l�RD�IA,ID� &s2 a �� rt�o NG PLAN & vr \ 0c 2 o §; C)m#§ �§�)§ d°/ § , !� -/ .31 _ 2 0 . 3 ! , /� \/�. ^§ A o\"/ 0 yH \\�� z § §§ ( k . 2 , 2G\: \ »§ � r \| ] «§ ) §) |§ -4 § ` ,2 | §e| Q§ mz |||§.||| ) 0Im \Z I |§ \ | §||| || § C ; ` 2 | / q . � a !) 0 ° § ? /1`11 M > � . Ti -11 » : § > , a2 .J2 %. k § H —. _ - - ---- a. i - m 2 / |,.` ■| . �§ q k | 2H| §� � § �)) \ ! cl arW2e` ARCHITECTS Vim! arrE#�D1301017 DESIGNS PLU\\P.A. ±&7S. MERIDIAN RD ARCHITECTURE & REAL ESTATE ;§!l�RD�IA,ID� &s2 a �� rt�o NG PLAN & vr \ i AMEMCAN "'1"it' OWER" C OR P OR AT I ON, I Structural Analysis Report Structure : 100 ftValmont Monopole ATC Site Name : Meridian -ID, ID ATC Site Number : 82687 Proposed Carrier : Clearwire Carrier Site Name : Meridian -ID Carrier Site Number : ID-BO1017 County : Ada Eng. Number : 44374021 Date : February 1, 2010* Usage : 37% Portholes Required : No Submitted by: Esha Modi, E.I. Design Engineer American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919-468-0112 !)Z1j0 Eng. Number 44374021 February 1, 2010 Page 1 Intaroduction The purpose of this report is to summarize results of the structural analysis performed on the 100 ft Valmont Monopole located off South Meridian Road, Meridian, ID 83642, Ada County (ATC site #82687). The tower was originally designed and manufactured by Valmont (Drawing #DC2625Z, dated August 31, 1995). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non -corroded condition. Basic Wind Speed: 90 mph (3 -Second Gust) Radial Ice: 50 mph (3 -Second Gust) w/ 3/4" ice Code: TIA-222-G / 2003 IBC Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. ft Qty Antennas Mount Coax in Carrier 100.0 3 Antel BXA- 1 85060/8CF Platform w/ Handrails (15) 7/8 Verizon 9 Swedcom ALP -6014 86.0 3 RCU Platform w/ Handrails (6)15/8 (2) 1 1/2 Conduit Cricket 6 EMS RR65-19-OODP 78.0 4 Andrew P2F-52 1 Collar (4)1/2 Clearwire 12.0 3 Decibel DB6167B Side Arm 3 7/8 City of Boise Proposed Antennas Elev. ft Qty Antennas Mount Coax in Carrier 78.0 5 Kathrein 840 10054 Collar (24) 5/16 (1) 3" Conduit Clearwire 6 NextNet BTS -2500A 4 Motorola PTP58300 9 Motorola Vx DAP RF Module 1 8 C1earComm CCDP-670-1 W Install proposed coax inside monopole. Eng. Number 44374021 February 1, 2010 Page 2 Results The maximum structure usage is: 37% Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port. To ensure compliance with all conditions of this structural analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. (*) The percentage is factored by 1.35 per TIA-222-G The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. With Proposed Equipment Elevation ft Original Design Factored Design Current Analysis % Of Design* Pole Reactions Reactions Reactions Reactions Moment (ft -kips) 2,131.0 2,876.9 1,069.3 37 Shear kis 27.4 37.0 15.8 43 (*) The percentage is factored by 1.35 per TIA-222-G The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. With Proposed Equipment Elevation ft Twist (Degrees) Sway (Degrees) 78.0 0.00 0.39 * Values from analysis per TIA-222-G standards with a basic wind speed of 60 mph. Conclusion Based on the analysis results, the structure meets the requirements per TIA-222-G and 2003 IBC standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919-463-6280. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un -corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work . will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Copyright Semaan Engineering Solutions, Inc 100'-0" 95'-0" 86'-0" 78'-0" 50'-0" 44'-8" 12'-0" 0'0" 64" 3/ 16" Thick (65 KSI) 50'-4" 11/32" Thick (65 KSI) 101 50'-0" 13/32" Thick (65 KSI) 1'-0" Pole : 82687 Code: ANSVM-222 Rev G Description : 100 ft Valmont Monopole Struct Class: I) Client : Clearwire Exposure: B Location : Meridian -IR ID Topo : 1 Shape : 12 Sides Base Bev (ft): 0.00 Height: 100.00 (ft) Taper: 0.209982(in/ft) Load Cases 1.2D+ 1.6W 90.00 mph with No Ice 0.9D + 1.6W 90.00 mph with No Ice (Reduced DL) 1.213 + 1.ODi + 1 -OW! 50.00 mph with 0.75 in Radial Ice 1.01)+ 1.OW 60.00 mph Serviceabili Reactions Sections Properties Attach Force Exposed Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 50.000 33.50 44.00 0.406 0.000 0.209982 65 2 50.333 24.74 35.30 0.344 Slip Joint 64.000 0.209982 65 3 5.000 23.69 24.74 0.188 ButtJoint 0.000 0.209982 65 Load Cases 1.2D+ 1.6W 90.00 mph with No Ice 0.9D + 1.6W 90.00 mph with No Ice (Reduced DL) 1.213 + 1.ODi + 1 -OW! 50.00 mph with 0.75 in Radial Ice 1.01)+ 1.OW 60.00 mph Serviceabili Reactions Discrete Appurtenance Attach Force Exposed From Bev (ft) Bev (ft) Qty Description 100.000 100.000 3 Antei BXA-185060/8CF 100.000 100.000 9 Swedcom ALP -6014 100.000 100.000 1 Flat Platform w/ Handrails 86.000 86.000 1 Flat Platform w/ Handrails 86.000 86.000 3 RCU 86.000 86.000 6 EMS PMS-19-OODP 78.000 78.000 5 Kathrein 84010054 78.000 78.000 6 NextNet BTS -2500A 78.000 78.000 4 Motorola PTP58300 78.000 78.000 9 Motorola Vx DAP RF Module 78.000 78.000 4 Andrew P2F-52 78.000 78.000 1 Collar 78.000 78.000 8 ClearComm CCDP-670-1W 12.000 12.000 3 Round Side Arm 12.000 22.550 3 Decibel DB616-AB Load Cases 1.2D+ 1.6W 90.00 mph with No Ice 0.9D + 1.6W 90.00 mph with No Ice (Reduced DL) 1.213 + 1.ODi + 1 -OW! 50.00 mph with 0.75 in Radial Ice 1.01)+ 1.OW 60.00 mph Serviceabili Reactions Linear Appurtenance Bev(ft) Exposed From To Description To Wind 0.000 12.000 718" Coax Yes 0.000 78.000 112" Coax No 0.000 78.000 3" Coax No 0.000 78.000 5116" Coax No 0.000 86.000 1 112" Conduit No 0.000 86.000 15/8" Coax No 0.000 100.0 7/8" Coax No Load Cases 1.2D+ 1.6W 90.00 mph with No Ice 0.9D + 1.6W 90.00 mph with No Ice (Reduced DL) 1.213 + 1.ODi + 1 -OW! 50.00 mph with 0.75 in Radial Ice 1.01)+ 1.OW 60.00 mph Serviceabili Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) 1.21) + 1.6W 1069.27 15.77 25.70 0.913 + 1.6W 1064.82 15.77 19.27 1.213 + 1.01)i + 1.OWi 274.72 4.03 39.66 1.01) + 1.0W 296.20 4.38 21.43 100'-0" 95'-0" 86'-0" 78'-0" 50'-0" 44'-8„ 12'-0" 0'0" 64" 3/16" Thick (65 KSI) 50'4" 11/32" Thick (65 KSI) 50'-0" 13/ 32" Thick (65 KSI) -01. Dish Deflections Attach Deflection Rotation Load Case Sev (ft) (in) (deg) COD + 1.OW 78.00 3.503 0.393 E I Load Case: 1.2D + 1.6W Max Ratio 36.92% at 0.0ft Interaction Shaft Section Properties Elev Copyright Semaan Engineering Solutions, Inc Pole: 82687 Code: ANSUTIA-222 Y 211/2010 2:40:50 PM Location : Meridian -ID, ID Struct Class : 11 Page: 1 Height: 100.0 (ft) Exposure Category: B Dia Bev Area (in) (ft) (sqin) Shape: 12 Sides Topographic Category : 1 Num (ft) (in) (ksi) Type Base Dia : 44.00 (in) (in) (ft) (sqin) (in^4) Ratio Top Dia : Taper : 23.69 (in)X 0.209982 (in/ft) Base Elev : 0.000 (ft) Z// MMNMEEENEEER� Shaft Section Properties Elev Exposed No Ice --- Top Ice Width Sect Length Thick Fv Joint Slip Joint Weight Dia Bev Bottom Area Ix Wit D1t Ratio Dia Bev Area (in) (ft) (sqin) Ix (in A4) Wit Ratio D/t Taper Ratio (in/ft) Num (ft) (in) (ksi) Type Len (in) (lb) (in) (ft) (sqin) (in^4) Ratio Description Qty (lb) (sf) 1 50.000 0.4060 65 0.00 8,529 44.00 0.000 56.99 13824.5 26.90 108.3 33.50 50.00 43.27 6048.5 19.97 82.51 0.20998 2 50.333 0.3440 65 Slip Joint 64.00 5,631 35.30 44.66 38.73 6043.6 25.36 102.6 24.74 95.00 27.02 2052.8 17.13 71.92 0.20998 3 5.000 0.1880 65 Butt Joint 0.00 247 24.74 95.00 14.86 1143.5 33.12 131.5 23.69 100.0 14.23 1003.0 31.62 126.01 0.20998 Shaft Weight 14,407 Flat Platform w/ Handrails Flat Platform w/ Handrails 1 1 2000.00 42.400 2000.00 42.400 1.00 1.00 3347.02 62.278 Discrete Appurtenance Properties Linear Appurtenance Properties Elev Elev Exposed No Ice From To Ice Width Distance Vert Attach Description (in) Weight CaAa CaAa Weight CaAa CaAa From Face Ecc Elev (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 100.0 Ants BXA-1185060/8CF 3 10.00 3.057 0.81 . 85.31 3.915 0.81 0.86 0.000 0.000 0.000 0.000 100.0 Swedcom ALP -6014 9 20.00 6.689 0.86 195.30 3367.50 6.749 62.580 1.00 0.000 0.000 100.0 86.00 Flat Platform w/ Handrails Flat Platform w/ Handrails 1 1 2000.00 42.400 2000.00 42.400 1.00 1.00 3347.02 62.278 1.00 0.000 0.000 86.00 RCU 3 1.00 0.160 0.50 10.26 0.347 0.50 0.000 0.000 0.000 86.00 EMS RR66-19-OODP 6 16.00 5.867 0.73 131.57 7.054 0.73 0.61 0.000 0.000 0.000 78.00 Kathrein 84010054 5 35.00 5.180 0.61 128.80 5.431 2.323 0.72 0.000 0.000 78.00 78.00 NextNet BTS -2500A Motorola PTP583O0 6 4 35.00 12.10 2.120 2.040 0.50 0.50 87.52 58.59 2.268 0.50 0.000 0.000 78.00 Motorola Vx DAP RF Module 9 26.50 1.860 0.86 80.31 2.178 0.86 0.000 0.000 0.000 78.00 Andrew P2F-52 4 14.00 5.230 0.90 151.32 71.39 6.666 15.170 0.90 1.00 0.000 0.000 0.000 78.00 78.00 Collar ClearComm CCDP-670-1W 1 8 40.00 4.50 8.500 0.560 1.00 0.50 20.75 0.784 0.50 0.000 0.000 12.00 Round Side Arm 3 150.00 5.200 0.67 206.94 7.315 0.67 0.000 0.000 0.000 10.550 12.00 Decibel DB616-AB 3 51.00 6.330 1.00 247.68 12.180 1.00 Totals 66 5715.90 8046.29 Number of Loadings: 15 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) (n) Description (in) To Wind 0.00 100.00 (15) 7/8" Coax 0.00 N 0.00 86.00 (2)1 1/2" Conduit 0.00 N 0.00 86.00 (6)1 5/8" Coax 0.00 N 0.00 78.00 (4) 1/2" Coax 0.00 N 0.00 78.00 (1) 3" Coax 0.00 N 0.00 78.00 (24) 5/16" Coax 0.00 N 0.00 12.00 (3) 7/8" Coax 1.09 Y SecimentFropertles (Max Len : 5ft) Seg To Flat Weight Bev p Thick Dia Area Ix W/t D/t Fy S ir+� r% --infirm (in) (in) (in^2) (in ^4) Ratio Ratio (ksi) (in3) (lb) 0.00 Copyright Semaan Engineering Solutions, Inc Pole: 82687 Code: ANSI/TIA-222 Rev G Y 21112010 2:40:50 PM Location: Meridian -ID, ID Struct Class : li Page: 2 Height: 100.0 (ft) Exposure Category : B 26.20 25.51 Shape : 12 Sides Topographic Category : 1 10.00 12.00 Base Dia: 44.00 (in) 53.697 11.563.1 Top Dia : Taper: 23.69 (in) 0.209982 (in/ft) Base Elev : 0.000 (ft) SecimentFropertles (Max Len : 5ft) Seg To Flat Weight Bev p Thick Dia Area Ix W/t D/t Fy S ir+� r% --infirm (in) (in) (in^2) (in ^4) Ratio Ratio (ksi) (in3) (lb) 0.00 0.4060 44.000 56.991 13,824.5 26.90 108.37 66.0 105.79 65.0 607.0 578.0 0.0 958.0 5.00 0.4060 42.950 0.4060 41.900 55.619 54.246 12,849.5 11,921.5 26.20 25.51 103.20 65.0 549.7 934.6 10.00 12.00 0.4060 41.480 53.697 11.563.1 25.23 102.17 65.0 100.62 65.0 538.5 522.1 367.3 544.0 15.00 0.4060 40.850 0.4060 39.800 52.874 61.601 11,039.2 10,201.6 24.82 24.12 98.03 65.0 495.2 887.9 20.00 25.00 0.4060 38.750 50.128 9,407.5 23.43 95.44 65.0 92.86 65.0 469.0 443.6 864.6 841.2 30.00 0.4060 37.701 0.4060 36.651 48.756 47.383 8,655.7 7,945.1 22.74 22.04 90.27 65.0 418.8 817.9 35.00 40.00 0.4060 36.601 46.011 7.274.5 21.35 20.71 87.69 65.0 85.27 65.0 394.7 372.9 794.5 720.5 44.67 Bot - Section 2 0.4060 34.621 0.4060 34.551 44.730 44.638 6,683.6 6,642.7 20.66 85.10 65.0 371.4 94.6 45.00 60.00 Top -Section 1 0.3440 34.189 37.489 5,481.3 24.49 99.39 65.0 96.33 65.0 309.7 290.7 1,395.5 627.9 55.00 0.3440 33.139 0.3440 32.089 36.326 35.163 4,986.8 4,523.0 23.67 22.85 93.28 65.0 272.3 608.2 60.00 65.00 0.3440 31.039 34.000 4,088.9 22.03 90.23 65.0 87.18 65.0 254.6 237.3 588.4 568.6 70.00 0.3440 29.989 0.3440 28.939 32.837 31.674 3,683.5 3,305.9 21.22 20.40 84.13 65.0 220.7 548.8 75.00 78.00 0.3440 28.309 30.977 3,092.2 19.91 82.29 65.0 81.07 65.0 211.0 204.7 319.8 209.2 80.00 0.3440 27.889 0.3440 26.840 30.512 29.349 2,954.9 2,629.8 19.58 18.76 78.02 65.0 189.3 509.2 85.00 86.00 0.3440 26.630 29.116 2,567.7 18.60 77.41 65.0 74.97 65.0 186.3 174.5 99.6 390.0 90.00 Top Section 2 0.3440 25.790 0.3440 24.740 28.186 27.023 2,329.4 2.062.8 17.94 17.13 71.92 65.0 160.3 469.7 95.00 95.00 - Bot -Section 3 0.1880 1,003.0 31.62 126.01 63.2 81.8 247.5 100.0 23.690 14.227 14,407.1 Code: ANSUTIA222 Rev G Copyright Semaan Engineering Solutions, Inc Pole: 82687 - Y 211/2010 2:40:50 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 3 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.6W 90.00 mph with No Ice 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Ice Wind Dead Tot Dead Seg Top qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load Elev (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.7013.789 15.16 285.831.000 0.00 0.00 0.000 0.00 0.0 455.1 0.0 0.0 0.0 1,149.6 5.00 1.00 0.70 13.789 15.16 279.01 1.000 0.00 5.00 18.754 5.00 18.301 18.75 18.30 444.1 0.0 1,121.5 10.00 12.00 Appertunance(s) 1.00 1.00 0.7013.789 0.70 13.789 15.16 272.191.000 15.16 269.46 1.000 0.00 0.00 2.00 7.193 7.19 174.6 0.0 440.8 15.00 1.00 0.7013.789 15.16 265.371.000 0.00 3.00 10.654 10.65 258.6 0.0 0.0 652.7 1,065.5 20.00 1.00 0.70 13.789 15.16 258.551.000 0.00 5.00 17.395 5.00 16.942 17.39 16.94 422.2 411.2 0.0 1,037.5 25.00 1.00 1.00 0.7013.789 0.70 13.801 15.16 251.73 1.000 15.18 245.01 1.000 0.00 0.00 5.00 16.489 16.49 400.5 0.0 1,009.4 30.00 35.00 1.00 0.73 14.423 15.86 243.491.000 0.00 5.00 16.036 16.04 407.1 0.0 0.0 981.4 953.4 40.00 1.00 1:00 0.7614.983 0.7815.463 16.48 241.071.000 17.01 238.16 1.000 0.00 0.00 5.00 15.583 4.67 14.136 15.58 14.14 410.9 384.7 0.0 864.6 44.67 45.00 Bot - Section 2 1.00 0.7815.496 17.04 237.931.000 0.00 0.33 1.014 1.01 27.7 0.0 113.5 50.00 Top - Section 1 1.00 0.81 15.970 17.56 234.201.000 0.00 5.00 14.974 14.97 14.52 420.9 419.4 0.0 0.0 1,674.6 753.5 55.00 1.00 0.8316.411 18.05 234.851.000 0.00 0.00 5.00 14.521 5.00 14.069 14.07 416.6 0.0 729.8 60.00 1.00 1.00 0.8516.824 0.8717.213 18.50 230.251.000 18.93 225.28 1.000 0.00 5.00 13.616 13.62 412.5 0.0 706.0 65.00 70.00 1.00 0.89 17.581 19.33 219.981.000 0.00 5.00 13.163 13.16 407.3 401.1 0.0 0.0 682.3 658.6 75.00 1.00 0.91 17.931 19.72 214.381.000 0.00 5.00 12.710 3.00 7.409 12.71 7.41 236.4 0.0 383.7 78.00 Appertunance(s) 1.00 1.00 0.9218.133 0.92 18.265 19.94 210.89 1.000 20.09 208.51 1.000 0.00 0.00 2.00 4.848 4.85 155.9 0.0 251.1 80.00 85.00 1.00 0.94 18.584 20.44 202.41 1.000 0.00 5.00 11.804 11.80 386.1 75.7 0.0 0.0 611.1 119.4 86.00 Appertunance(s) 1.00 0.9418.646 20.51 201.161.000 0.00 0.00 1.00 2.306 4.00 9.045 2.31 9.04 300.7 0.0 468.0 90.00 95.00 Top - Section 2 1.00 1.00 0.9518.890 0.97 19.184 20.77 196.09 1.000 21.10 189.56 1.000 0.00 5.00 10.898 10.90 368.0 0.0 563.6 100.0 Appertunance(s) 1.00 0.9819.467 21.41 182.851.000 0.00 5.0010.445 10.45 357.9 0.0 297.0 Totals: 100.00 8,155.1 0.0 17,288.5 Code: ANSI/TIA-222 Rev G Copyright Semaan Engineering Solutions, Inc Pole : 82687 Y 2/1/2010 2:40:51 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 4 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia: 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.6W 90.00 mph with No Ice 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa t;aAa Ecc Ecc FX (lb) Y (Ib -ft) Z (Ib -ft) Loaa (lb) (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) 12.00 Round Side Arm 3 13.789 15.168 0.67 1.00 10.45 0.000 0.000 0.000 10.550 253.66 368.70 0.00 0.00 0.00 3,889.79 540.00 183.60 12.00 Decibel DB616-AB 3 5 13.789 18.133 15.168 19.947 0.80 0.49 0.80 0.80 15.19 12.64 0.000 0.000 403.38 0.00 0.00 210.00 78.00 Kathrein 84010054 78.00 NextNet BTS -2500A 6 18.133 19.947 0.40 0.80 5.09 0.000 0.000 162.38 0.00 0.00 252.00 78.00 Motorola PTP58300 4 18.133 19.947 0.40 0.80 3.26 0.000 0.000 104.17 0.00 0.00 0.00 0.00 58.08 286.20 78.00 Motorola Vx DAP RF M 9 18.133 19.947 0.69 0.80 11.52 0.000 0.000 367.56 0.00 0.00 67.20 78.00 Andrew P2F-52 4 18.133 19.947 0.90 1.00 18.83 0.000 0.000 0.000 600.89 271.27 0.00 0.00 48.00 78.00 Collar 1 8 18.133 18.133 19.947 19.947 1.00 0.40 1.00 0.80 8.50 1.79 0.000 0.000 0.000 57.19 0.00 0.00 43.20 78.00 ClearComm CCDP- 86.00 Flat Platform w/ Han 1 18.646 20.511 1.00 1.00 42.40 0.000 0.000 1,391.46 0.00 0.00 2,400.00 86.00 RCU 3 18.646 20.511 0.38 0.75 0.18 0.000 0.000 5.91 0.00 0.00 0.00 0.00 3.60 115.20 86.00 EMS RR66-19-OODP 6 18.646 20.511 0.55 0.75 19.38 0.000 0.000 635.96 189.93 0.00 0.00 36.00 100.0 Antel BXA-185060/8CF 3 19.467 21.414 0.60 0.64 0.75 0.75 5.54 38.78 0.000 0.000 0.000 0.000 1,328.86 0.00 0.00 216.00 100.0 Swedcom ALP -6014 100.0 Flat Platform w/ Han 9 1 19.467 19.467 21.414 21.414 1.00 1.00 42.40 0.000 0.000 1.452.73 0.00 0.00 2.400.00 7,594.05 6,859.08 Code: ANSIITIA-222 Rev G CopyrightSemaan Engineering Solutions, Inc Pole: 82687 Y 2/1/2010 2:40:51 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 5 Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.213 + 1.6W 90.00 mph with No Ice 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Linear Appurtenance Segment Forces (Factored) Exposed Cf Dead Seg Top Elev Exposed Length V idt Area Ca qz Ra Adjust Factor FX (Ib) Load (ib) (ft) Description To Wind (ft) Ca (sqft1 (psf) , . 5.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 0.45 0.00 0.00 13.789 13.789 0.024 0.025 0.000 0.000 0.00 0.00 5.94 5.94 10.00 12.00 (3) 7/8" Coax (3) 7/8" Coax Yes Yes 5.00 0.000 2.00 0.000 1.09 1.09 0.45 0.18 0.00 13.789 0.025 0.000 0.00 2.38 Totals: 0.00 14.26 Code ANSUTIA-222 Rev G Copyright Semaan Engineering Solutions, Inc Pole: 82687 Y 21112010 2:40:51 PM Location : Meridian -ID, ID Struct Class : 11 Height: 100.0 (ft) Exposure Category: B Page: 6 Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.213 + 1.6W 90.00 mph with No Ice 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0,00 0.00 0.00 0.00 0.00 5.00 455.14 1,243.04 0.00 0.00 10.00 444.15 1.215.01 0.00 0.00 12.00 796.95 1,201.76 0.00 3,889.79 15.00 258.57 705.27 0.00 0.00 20.00 422.16 1,153.03 0.00 0.00 25.00 411.17 1,125.00 0.00 0.00 30.00 400.52 1,096.98 0.00 0.00 35.00 407.06 1.068.96 0.00 0.00 40.00 410.94 1,040.93 0.00 0.00 44.67 384.71 946.25 0.00 0.00 45.00 27.67 119.32 0.00 0.00 50.00 420.88 1,762.16 0.00 0.00 55.00 419.42 841.07 0.00 0.00 60.00 416.57 817.33 0.00 0.00 65.00 412.48 793.58 0.00 0.00 70.00 407.30 769.84 0.00 0.00 75.00 401.11 746.09 0.00 0.00 78.00 2,203.29 1,400.94 0.00 0.00 80.00 155.86 277.79 0.00 0.00 85.00 386.09 677.85 0.00 0.00 86.00 2,109.02 2,651.52 0.00 0.00 90.00 300.71 491.72 0.00 0.00 95.00 367.97 593.28 0.00 0.00 100.0 3,329.40 2,978.66 0.00 0.00 Totals: 15,749.13 25,717.37 0.00 3,889.79 Code: ANSIITIA-222 Copyright SemaanEngineering Solutions, Inc Pole: 82687 Y 211/2010 2:40:51 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 7 Shape: 12 Sides Topographic Category : 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.6W 90.00 mph with No Ice 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Elev FY(-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -25.70 -15.77 0.00 -1,069.27 0.00 1,069.27 3,333.99 1,667.00 5,991.53 2,958.99 0.00 0.00 0.369 0.359 5.00 -24.43 -15.36 0.00 -990.40 0.00 990.40 3,253.70 1,626.85 5,705.11 2,817.54 3,173.40 1,586.70 5,425.70 2,679.55 0.06 0.23 -0.11 -0.21 0.348 10.00 -23.20 -14.94 0.00 -913.59 0.00 913.59 3.141.28 1.570.64 5.315.90 2.625.33 0.32 -0.25 0.342 12.00 -21.99 -14.16 0.00 -879.82 0.00 879.82 3,093.11 1,546.55 5,153.31 2,545.03 0.50 -0.32 0.336 15.00 -21.26 -13.93 0.00 -837.33 0.00 837.33 3,012.81 1,506.41 4,887.93 2,413.97 0.89 -0.42 0.325 20.00 -20.09 -13.54 0.00 -767.67 0.00 767.67 2,932.51 1,466.26 4,629.57 2,286.37 1.39 -0.52 0.313 25.00 -18.94 -13.15 0.00 0.00 -699.98 -634.22 0.00 0.00 699.98 634.22 2,852.22 1,426.11 4,378.23 2,162.24 1.99 -0.62 0.300 30.00 35.00 -17.83 -16.74 -12.77 -12.38 0.00 -570.36 0.00 570.36 2,771.92 1,385.96 4,133.90 2,041.58 2.70 -0.72 0.285 40.00 -15.69 -11.98 0.00 -508.46 0.00 508.46 2.691.63 1,346.81 3.896.68 1,924.38 2,616.69 1,308.34 3,681.42 1,818.11 3.51 4.36 -0.82 -0.91 0.270 0.255 44.67 -14.74 -11.59 0.00 -452.55 0.00 452.55 2,611.33 1,305.67 3,666.28 1,810.64 4.42 -0.91 0.253 45.00 -14.61 -11.58 0.00 -448.69 0.00 448.69 2,193.12 1,096.66 3,067.29 1,609.88 5.42 -1.00 0.265 50.00 -12.84 -11.15 0.00 -390.81 0.00 390.81 2,126.09 1,062.66 2,869.63 1,417.20 6.52 -1.09 0.242 55.00 -11.99 -10.73 0.00 -335.08 0.00 335.08 2,057.06 1,028.53 2,687.91 1,327.46 7.71 -1.18 0.218 60.00 -11.16 -10.31 0.00 0.00 -281.43 -229.87 0.00 0.00 281.43 229.87 1,989.02 994.51 2,512.13 1,240.66 8.99 -1.26 0.191 65.00 70.00 -10.37 -9.60 -9.90 -9.48 0.00 -180.38 0.00 180.38 1.920.99 960.50 2.342.30 1,156.77 10.35 11.77 -1.33 0.161 0.128 75.00 -8.85 -9.07 0.00 -132.96 0.00 132.96 1,852.96 926.48 2,178.41 1,075.84 1,812.14 906.07 2,082.93 1,028.68 12.66 -1.39 -1.42 0.107 78.00 -7.50 -6.84 0.00 0.00 -105.75 -92.07 0.00 0.00 105.75 92.07 1,784.92 892.46 2,020.47 997.83 13.25 -1.44 0.096 80.00 85.00 -7.23 -6.56 -6.68 -6.28 0.00 -58.67 0.00 58.67 1,716.89 858.45 1,868.47 922.77 14.78 -1.47 0.067 86.00 -3.96 -4.10 0.00 -52.40 0.00 52.40 1,703.28 851.64 1,838.78 908.10 15.09 -1.48 0.060 90.00 -3.47 -3.79 0.00 -35.99 0.00 35.99 1,648.86 824.43 1,722.41 850.63 16.34 -1.50 0.044 95.00 -2.89 -3.41 0.00 -17.04 0.00 17.04 1.580.82 790.41 1,582.30 781.44 790.41 1,582.30 781.44 17.92 17.92 -1.52 -1.52 0.024 0.045 95.00 -2.89 -3.41 0.00 -17.04 0.00 17.04 0.00 1,580.82 809.35 404.68 785.15 387.76 19.51 -1.52 0.000 100.00 0.00 -3.33 0.00 0.00 0.00 Code: ANSIITIA-222 Rev G Copyright Semaan Engineering Solutions, Inc Pole : 82687 Y 21112010 2:40:51 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page' 8 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in)X Taper • 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 0.91) + 1.6W 90.00 mph with No Ice (Reduced DL) 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Ice Wind Dead Tot Dead Seg Top gzGh C Thick Tributary Aa CfAa Force X Load Ice Load Elev (ft) Description Kzt qz Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (SO (lb) (lb) (lb) 0.00 1.00 0.7013.789 15.16 285.831.000 0.00 0.00 0.000 18.754 0.00 18.75 0.0 455.1 0.0 0.0 0.0 862.2 5.00 1.00 1.00 0.70 13.789 0.7013.789 15.16 279.01 1.000 15.16 272.191.000 0.00 0.00 5.00 5.00 18.301 18.30 444.1 0.0 841.2 10.00 12.00 Appertunance(s) 1.00 0.7013.789 15,16 269,461.000 0.00 2.00 7.193 7.19 10.65 174.6 258.6 0.0 0.0 330.6 489.6 15.00 1.00 0.70 13.789 0.7013.789 15.16 265.371.000 15.16 258.551.000 0.00 0.00 3.00 10.654 5.00 17.395 17.39 422.2 0.0 799.1 20.00 25.00 1.00 1.00 0.70 13.789 15.16 251.731.000 0.00 5.00 16.942 16.94 411.2 400.5 0.0 0.0 778.1 757.1 30.00 1.00 0.7013.801 15.18 245.01 1.000 0.00 0.00 5.00 16.489 5.00 16.036 16.49 16.04 407.1 0.0 736.1 35.00 1.00 1.00 0.73 14.423 0.7614.983 15.86 243.49 1.000 16.48 241.07 1.000 0.00 5.00 15.583 15.58 410.9 0.0 715.0 40.00 44.67 Bot - Section 2 1.00 07815.463 17.01 238.161.000 0.00 4.67 14.136 14.14 1.01 384.7 27.7 0.0 0.0 648.4 85.1 45.00 1.00 0.7815.496 17.04 237.931.000 0.00 0.00 0.33 1.014 5.00 14.974 14,97 420.4 0.0 1,256.0 50.00 Top - Section 1 1.00 1.00 0.81 15.970 0.83 16.411 17.56 234.201.000 18.05 234.851.000 0.00 5.00 14.521 14.62 419.4 0.0 565.2 55.00 60.00 1.00 0.8516.824 18.50 230.251.000 0.00 5.00 14.069 14.07 416.6 412.5 0.0 0.0 547.3 529.5 65.00 1.00 1.00 0.87 17.213 0.89 17.581 18.93 225.281.000 19.33 219.98 1.000 0.00 0.00 5.00 13.616 5.00 13.163 13.62 13.16 401.3 0.0 511.7 70.00 75.00 1.00 0.91 17.931 19.72 214.381.000 0.00 5.00 12.710 12.71 401.1 236.4 0.0 0.0 493.9 287.8 78.00 Appertunance(s) 1.00 0.9218.133 19.94 210.891.000 0.00 3.00 7.409 2.00 4.848 7.41 4.85 155.9 0.0 188.3 80.00 1.00 1.00 0.9218.265 0.9418.584 20.09 208.51 1.000 20.44 202.41 1.000 0.00 0.00 5.00 11.804 11.80 386.1 0.0 458.3 85.00 86.00 Appertunance(s) 1,00 0.9418.646 20.51 201.161.000 0.00 1.00 2.306 2.31 9.04 75.7 300.7 0.0 0.0 89.5 351.0 90.00 1.00 1.00 0.9518.890 0.97 19.184 20.77 196.091.000 21.10 189.561.000 0.00 0.00 4.00 9.045 5.00 10.898 10.90 368.0 0.0 422.7 95.00 100.0 Top - Section 2 Appertunance(s) 1.00 0.9819.467 21.41 182.851.000 0.00 5.0010.445 10.45 357. 0.0 222.7 Totals: 100.00 8,155.11 0.0 12,966.4 Code: ANSUTIA-222 CopyrightSemaanEngineering Solutions, Inc Pole: 82687 Y 211/2010 2:40:52 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 9 Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 90.00 mph with No Ice (Reduced DL) 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Bev qz gzGh CaAa (ft) Description Qty (psf) (psf) Factor Ka Total wawa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (Ib -ft) Mom z (Ib -ft) Dead Loaa (lb) 12.00 Round Side Arm 3 13.789 15.168 0.67 1.00 0.80 10.45 15.19 0.000 0.000 0.000 10.550 253.66 368.70 0.00 0.00 0.00 3,889.79 405.00 137.70 12.00 Decibel DB616-AB 3 6 13.789 18.133 15.168 19.947 0.80 0.49 0.80 12.64 0.000 0.000 403.38 0.00 0.00 157.50 78.00 Kathrein 84010054 78.00 NextNet BTS -2500A 6 18.133 19.947 0.40 0.80 5.09 0.000 0.000 162.38 0.00 0.00 189.00 78.00 Motorola PTP58300 4 18.133 19.947 0.40 0.80 3.26 0.000 0.000 104.17 0.00 0.00 0.00 0.00 43.56 214.65 78.00 Motorola Vx DAP RF M 9 18.133 19.947 0.69 0.80 11.52 0.000 0.000 367.56 0.00 0.00 50.40 78.00 Andrew P2F-52 4 18.133 19.947 0.90 1.00 18.83 8.50 0.000 0.000 0.000 0.000 600.89 271.27 0.00 0.00 36.00 78.00 Collar 78.00 ClearComm CCDP- 1 8 18.133 18.133 19.947 19.947 1.00 0.40 1.00 0.80 1.79 0.000 0.000 57.19 0.00 0.00 32.40 86.00 Flat Platform w/ Han 1 18.646 20.511 1.00 1.00 42.40 0.000 0.000 1,391.46 0.00 0.00 0.00 1,800.00 2.70 86.00 RCU 3 18.646 20.511 0.38 0.75 0.18 0.000 0.000 0.000 5.91 635.96 0.00 0.00 0.00 86.40 86.00 EMS RR65-19-OODP 6 18.646 20.511 0.55 0.60 0.75 0.75 19.38 5.54 0.000 0.000 0.000 189.93 0.00 0.00 27.00 100.0 Antel BXA-185060/8CF 100.0 Swedcom ALP -6014 3 9 19.467 19.467 21.414 21.414 0.64 0.75 38.78 0.000 0.000 1,328.86 0.00 0.00 162.00 100.0 Flat Platform w/ Han 1 19.467 21.414 1.00 1.00 42.40 0.000 0.000 1.452.73 0.00 0.00 1.800.00 7,594.05 5,144.31 Code ANSIITIA-222 Copyright SemaanEngineering Solutions, Inc Pole: 82687 Y 211/2010 2:40:52 PM Location: Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 10 Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (In/ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 90.00 mph with No Ice (Reduced DL) 18 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Linear Appurtenance Segment Forces (Factored) Exposed Cf Dead Seg Top Bev Exposed Length Width Area CaAa qz Ra Adjust Factor F X (lb) Load (lb) (ft) Description To Wind (ft) Ca (in) (sgft) (sgft) (psf) 5.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 0.45 0.00 13.789 0.024 0.025 0.000 0.000 0.00 0.00 4.45 4.45 10.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 1.09 0.45 0.18 0.00 0.00 13.789 13.789 0.025 0.000 0.00 1.78 12.00 (3) 7/8" Coax Yes 2.00 0.000 Totals: 0.00 10.69 Code ANSIlTIA-222 Rev G Copyright Semaan Engineering Solutions, Inc Pole: 82687 Y 2/1/2010 2:40:52 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 11 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (In/ft) Base Elev : 0.000 (ft) 7-1 Load Case: 0.913 + 1.6W 90.00 mph with No Ice (Reduced DL) 18 Iterations Gust Response Factor • 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces SgmmarY Seg Lateral Axial Torsion Moment Bev FX (-) FY (-) MY MZ ({t) (lb) (lb) (Ib -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 455.14 932.28 0.00 0.00 10.00 444.15 911.26 0.00 0.00 12.00 796.95 901.32 0.00 3,889.79 15.00 258.57 528.95 0.00 0.00 20.00 422.16 864.77 0.00 0.00 25.00 411.17 843.75 0.00 0.00 30.00 400.52 822.73 0.00 0.00 35.00 407.06 801.72 0.00 0.00 40.00 410.94 780.70 0.00 0.00 44.67 384.71 709.69 0.00 0.00 45.00 27.67 89.49 0.00 0.00 50.00 420.88 1,321.62 0.00 0.00 55.00 419.42 630.80 0.00 0.00 60.00 416.57 612.99 0.00 0.00 65.00 412.48 595.19 0.00 0.00 70.00 407.30 577.38 0.00 0.00 75.00 401.11 559.57 0.00 0.00 78.00 2,203.29 1,050:70 0.00 0.00 80.00 155.86 208.34 0.00 0.00 85.00 386.09 508.39 0.00 0.00 86.00 2,109.02 1,988.64 0.00 0.00 90.00 300.71 368.79 0.00 0.00 95.00 367.97 444.96 0.00 0.00 100.0 3,329.40 2,233.99 0.00 0.00 Totals: 15,749.13 19,288.03 0.00 3,889.79 Code: ANSIlTIA-222 Rev G CopynghtSemaan Engineering Solutions, Inc Pole: 82687 Y 2IM010 2:40:52 PM Location: Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 12 Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (In/ft) Base Elev : 0.000 (ft) Load Case: 0.913 + 1.6W 90.00 mph with No Ice (Reduced DL) 18 Iterations Gust Response Factor • 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Bev FY(-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -19.27 -15.77 0.00 -1,064.82 0.00 1,064.82 3,333.99 1,667.00 5,991.53 2,958.99 0.00 0.00 0.366 5.00 -18.31 -15.34 0.00 -985.99 0.00 985.99 3,253.70 1,626.85 5,705.11 2,817.54 0.06 -0.11 0.356 10.00 -17.38 -14.92 0.00 -909.26 0.00 909.26 3,173.40 1,586.70 5,425.70 2,679.55 0.22 -0.21 0.345 12.00 -16.47 -14.14 0.00 -875.53 0.00 875.53 3,141.28 1.570.64 5.315.90 2.625.33 0.32 -0.25 0.339 15.00 -15.92 -13.90 0.00 -833.13 0.00 833.13 3,093.11 1,546.55 5,153.31 2,545.03 0.50 -0.32 0.333 20.00 -15.04 -13.50 0.00 -763.64 0.00 763.64 3,012.81 1,506.41 4,887.93 2,413.97 0.89 -0.42 0.321 25.00 -14.18 -13.10 0.00 -696.16 0.00 696.16 2,932.51 1,466.26 4,629.57 2,286.37 1,426.11 4,378.23 2,162.24 1.38 1.98 -0.52 -0.62 0.309 0.296 30.00 -13.33 -12.72 0.00 -630.65 0.00 630.65 2,852.22 2,771.92 1,385.96 4,133.90 2,041.58 2.69 -0.72 0.282 35.00 40.00 -12.52 -11.72 -12.32 -11.92 0.00 0.00 -567.06 -505.45 0.00 0.00 567.06 505.45 2,691.63 1.345.81 3,896.68 1.924.38 3.49 -0.82 0.267 44.67 -11.01 -11.53 0.00 -449.82 0.00 449.82 2,616.69 1,308.34 3,681.42 1,818.11 4.33 -0.90 0.252 45.00 -10.91 -11.51 0.00 -445.98 0.00 445.98 2,611.33 1,306.67 3,666.28 1,810.64 4.40 -0.91 0.251 50.00 -9.58 -11.09 0.00 -388.41 0.00 388.41 2,193.12 1,096.66 3,057.29 1,609-88 5.40 -1.00 0.262 55.00 -8.94 -10.67 0.00 -332.99 0.00 332.99 2,125.09 1,062.65 2,869.63 1,417.20 6.49 -1.08 0.239 60.00 -8.32 -10.25 0.00 -279.65 0.00 279.65 2,057.06 1,028.53 2,687.91 1,327.46 7.67 -1.17 0.215 65.00 -7.72 -9.84 0.00 -228.39 0.00 228.39 1,989.02 994.51 2,512.13 1,240.66 8.94 -1.25 0.188 70.00 -7.14 -9.42 0.00 -179.21 0.00 179.21 1.920.99 960.50 2.342.30 1.166.77 10.29 11.71 -1.32 0.159 0.126 75.00 -6.59 -9.02 0.00 -132.09 0.00 132.09 1,852.96 926.48 2,178.41 19075.84 1,812.14 906.07 2,082.93 1,028.68 12.59 -1.38 -1.41 0.105 78.00 80.00 -5.59 -5.38 -6.79 -6.63 0.00 0.00 -105.04 -91.46 0.00 0.00 105.04 91.46 1,784.92 892.46 2,020.47 997.83 13.18 -1.43 0.095 85.00 -4.88 -6.23 0.00 -58.30 0.00 58.30 1,716.89 858.45 1,868.47 922.77 14.70 -1.47 0.066 86.00 -2.94 -4.08 0.00 -52.07 0.00 52.07 1,703.28 851.64 1,838.78 908.10 15.01 -1.47 0.059 -90.00 -2.58 -3.77 0.00 -35.77 0.00 35.77 1,648.86 824.43 1,722.41 850.63 16.25 -1.49 0.044 95.00 -2.15 -3.39 0.00 -16.94 0.00 16.94 1,580.82 790.41 1,582.30 781.44 17.83 -1.51 0.023 95.00 -2.15 -3.39 0.00 -16.94 0.00 16.94 1,580.82 790.41 1,582.30 781.44 17.83 -1.51 0.044 100.00 0.00 -3.33 0.00 0.00 0.00 0.00 809.35 404.68 785.15 387.76 19.41 -1.51 0.000 Code: ANSLITIA222RevG Copyright SemaanEngineering Solutions, Inc Pole: 82687 - Y 2/1/2010 2:40:52 PM Location: Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 13 Shape : 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.01)i + 1.OWi Gust Response Factor: 1.10 Dead Load Factor: 1.20 Wind Load Factor: 1.00 50.00 mph with 0.75 in Radial Ice Ice Dead Load Factor: 1.00 17 Iterations Wind Importance Factor: 1.00 Ice Importance Factor: 1.00 Shaft Segment Forces (Factored) Ice Wind Dead Tot Dead Seg Top qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Joao Elev (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf pn1 (ft) (sf) (SO (lb) (lb) (lb) 0.00 1.00 0.70 4.256 4.682 0.000 1.200 0.00 0.00 0.000 5.0019.789 0.00 23.75 0.0 111.2 0.0 355A 0.0 1,505.0 5.00 1.00 1.00 0.70 0.70 4.256 4.256 4.682 0.000 1.200 4.682 0.000 1.200 1.24 1.33 5.00 19.410 23.29 109.0 372.6 1.494.2 10.00 12.00 Appertunance(s) 1.00 0.70 4.256 4.682 0.000 1.200 1.35 2.00 7.645 9.17 13.62 43.0 63.7 150.4 227.5 591.2 880.2 15.00 1.00 1.00 0.70 0.70 4.256 4.256 4.682 0.000 1.200 4.682 0.000 1.200 1.38 1.42 3.00 11.347 5.00 18.584 22.30 104.4 380.8 1,446.3 20.00 25.00 1.00 0.70 4.256 4.682 0.000 1.200 1.45 5.0018.158 21.79 102.0 99.7 379.8 376.9 1,417.2 1,386.4 30.00 1.00 0.70 4.260 4.451 4.686 0.000 1.200 4.897 0.000 1.2 00 1.48 1.50 5.0017.727 5.0017.294 21.27 20.75 101.6 372.7 1,354.1 35.00 40.00 1.00 1.00 0.73 0.76 4.625 5.087 0.000 1.200 1.52 5.00 16.858 20.41 102.9 96.6 367.5 337.8 1.320.4 1,202.4 44.67 Bot - Section 2 1.00 0.78 4.773 5.250 0.000 1.200 1.54 4.67 15.338 18.41 1.32 6.9 24.6 138.0 45.00 1.00 1.00 0.78 0.81 4.783 4.929 5.261 0.000 1.200 5.422 0.000 1.200 1.54 1.56 0.33 1.100 5.00 16.277 19.53 105.9 361.8 2,036.5 50.00 Top - Section 1 1.00 0.83 5.065 5.572 0.000 1.200 1.57 5.0015.837 19.00 105.9 354.7 1,108.2 55.00 60.00 1.00 0.85 5.193 5.712 0.000 1.200 1.59 5.00 15.396 18.47 105.5 104.9 347.1 339.1 1,076.9 1.045.1 65.00 1.00 0.87 5.313 5.844 0.000 1.200 1.60 1.61 5.00 14.953 5.00 U.510 17.94 17.41 103.9 330.7 1,013.0 70,00 1.00 1.00 0.89 0.91 5.426 5.534 5.969 0.000 1.200 6.088 0.000 1.200 1.62 5.00 14.067 16.88 102.8 322.1 980.6 75.00 78.00 Appertunance(s) 1.00 0.92 5.597 6.156 0.000 1.200 1.63 3.00 8.226 9.87 6.47 60.8 40.1 190.0 125.2 573.8 376.3 80.00 1.00 1.00 0.92 0.94 5.637 5.736 6.201 0.000 1.200 6.309 0.000 1.200 1.63 1.64 2.00 5.395 5.0013.178 15.81 99.8 303.9 915.0 85.00 86.00 Appertunance(s) 1.00 0.94 5.755 6.331 0.000 1.200 1.65 1.00 2.582 3.10 12.18 19.6 78.1 60.4 235.5 179.8 703.5 90.00 1.00 1.00 0.95 0.97 5.830 5.921 6.413 0.000 1.200 6.513 0.000 1.200 1.65 1.66 4.0010-160 5.00 12.288 14.75 96.0 284.8 848.4 95.00 100.0 Top - Section 2 Appertunance(s) 1.00 0.98 6.008 6.609 0.000 1.200 1.67 5.0011.842 14.21 93.9 274.9 571.9 Totals: 100.00 2,058.3 6,876.3 24,164.8 Load Case: 1.21) + 1.013i + 1.OWi 50.00 mph with 0.75 in Radial Ice 17 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor :1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Bev qz gzGh (ft) Description Qty (psf) (psf) (Factored) CaAa Factor Ka Code: ANSUTIA-222 Rev G Copyright Semaan Engineering Solutions, Inc Pole: 82687 Wind FX (lb) Y 211/2010 2:40:52 PM Location: Meridian -ID, ID Struct Class : II Page: 14 Height: 100.0 (ft) Exposure Category: B 14.70 Shape: 12 Sides Topographic Category: 1 0.00 0.00 Base Dia : 44.00 (in) 12.00 Decibel DB616-AB 3 4.256 5 5.597 Top Dia : 23.69 (in)X 0.80 0.80 Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.21) + 1.013i + 1.OWi 50.00 mph with 0.75 in Radial Ice 17 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor :1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Bev qz gzGh (ft) Description Qty (psf) (psf) (Factored) CaAa Factor Ka Total c:aAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (Ib -ft) Mom z (Ib -ft) Dead Loaa (lb) 12.00 Round Side Arm 3 4.256 4.682 0.67 1.00 14.70 0.000 0.000 0.000 10.550 68.83 136.85 0.00 0.00 0.00 1,443.80 635.82 773.64 12.00 Decibel DB616-AB 3 4.256 5 5.597 4.682 6.156 0.80 0.49 0.80 0.80 29.23 13.25 0.000 0.000 81.58 0.00 0.00 678.98 78.00 Kathrein 84010054 78.00 NextNet BTS -2500A 6 5.597 6.156 0.58 0.80 8.03 0.000 0.000 49.42 0.00 0.00 567.10 78.00 Motorola PTP58300 4 5.597 6.156 0.40 0.80 3.63 0.000 0.000 22.34 0.00 0.00 0.00 244.06 770.47 78.00 Motorola Vx DAP RF M 9 5.597 6.166 0.69 0.80 13.49 0.000 0.000 83.04 0.00 0.00 0.00 440.47 78.00 Andrew P2F-52 4 5.597 6.156 0.90 1.00 24.00 0.000 0.000 147.75 0.00 0.00 69.39 78.00 Collar 1 5.597 8 6.597 6.156 6.156 1.00 0.40 1.00 0.80 15.17 2.51 0.000 0.000 0.000 0.000 93.39 15.44 0.00 0.00 173.22 78.00 ClearComm CCDP- 86.00 Flat Platform w/ Han 1 5.755 6.331 1.00 1.00 62.28 0.000 0.000 394.25 0.00 0.00 3,297.02 86.00 RCU 3 5.755 6.331 0.38 0.75 0.39 0.000 0.000 2.47 0.00 0.00 0.00 0.00 31.37 808.60 86.00 EMS RR66-19-OODP 6 5.755 6.331 0.55 0.75 23.30 0.000 0.000 147.49 46.92 0.00 0.00 261.92 100.0 Antel BXA-185060/8CF 3 6.008 6.609 0.60 0.75 7.10 0.000 0.000 0.000 258.62 0.00 0.00 1,793.74 100.0 Swedcom ALP -6014 9 6.008 6.609 6.609 0.64 1.00 0.75 1.00 39.13 62.58 0.000 0.000 0.000 413.61 0.00 0.00 3,317.50 100.0 Flat Platform w/ Han 1 6.008 1,962.01 13,863.29 Copyright Semaan Engineering Solutions, Inc Pole: 82687 Code: ANSI/TIA-222 Rev G Y 211/2010 2:40:52 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 15 Shape : 12 Sides Topographic Category : 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) Base EIeV : 0.000 (ft) X Taper: 0.209982 (in/ft) Load Case: 1.213 + 1.ODi + 1.OWi 50.00 mph with 0.75 in Radial Ice 17 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (Factored) Exposed of Dead Seg Top Bev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (lb) (lb) 5.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 1.49 0.00 4.256 0.024 0.000 0.00 32:65 10.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 1.56 0.00 0.00 4.256 4.256 0.025 0.025 0.000 0.000 0.00 0.00 35.18 14.36 12.00 (3) 7/8" Coax Yes 2.00 0.000 1.09 0.63 Totals: 0.00 82.18 Pole: 82687 Code: ANSVTIA-222 Rev G Copyright SemaanEngineering Solutions, Inc Location: Meridian -ID, ID Struct Class : II Y 2i1/2010 2:40:53 PM Height: 100.0 (ft) Exposure Category: B Page: 16 Shape : 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (In/ft) Base Elev : 0.000 (ft) Load Case: 1.213 + 1.01)i + 1.OWi 50.00 mph with 0.75 in Radial Ice 17 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 ADDlied Segment Forces Summa Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (Ib -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 111.17 1,625.19 0.00 0.00 10.00 109.04 1.616.89 0.00 0.00 12.00 248.64 2,050.00 0.00 1,443.80 15.00 63.75 932.73 0.00 0.00 20.00 104.40 1,533.85 0.00 0.00 25.00 102.01 1,504.78 0.00 0.00 30.00 99.67 1,473.88 0.00 0.00 35.00 101.61 1.441.67 0.00 0.00 40.00 102.90 1,408.44 0.00 0.00 44.67 96.63 1,284.06 0.00 0.00 45.00 6.95 143.88 0.00 0.00 50.00 105.90 2,123.99 0.00 0.00 55.00 105.88 1,195.77 0.00 0.00 60.00 105.52 1,164.42 0.00 0.00 65.00 104.86 1.132.67 0.00 0.00 70.00 103.93 1,100.57 0.00 0.00 75.00 102.76 1,068.15 0.00 0.00 78.00 553.73 3,569.97 0.00 0.00 80.00 40.14 403.02 0.00 0.00 85.00 99.78 981.73 0.00 0.00 86.00 563.82 4,330.11 0.00 0.00 90.00 78.12 727.27 0.00 0.00 95.00 96.04 878.05 0.00 0.00 100.0 813.08 5,974.74 0.00 0.00 Totals: 4,020.35 39,665.84 0.00 1,443.80 Code: ANSIITIA-222 Rev G copyrightSemaan Engineering Solutions, Inc Pole: 82687 Y 2/1/2010 2:40:53 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 17 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.213 + 1.013i + 1.OWi 50.00 mph with 0.75 in Radial Ice 17 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Bev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -39.66 -4.03 0.00 -274.72 0.00 274.72 3,333.99 1,667.00 5,991.53 2,958.99 3,263.70 1,626.85 5,705.11 2,817.54 0.00 0.01 0.00 -0.03 0.105 0.102 5.00 -38.04 -3.94 0.00 -254.57 0.00 254.57 3,173.40 1,586.70 5,425.70 2,679.55 0.06 -0.05 0.099 10.00 -36.42 -3.84 0.00 0.00 -234.89 0.00 0.00 234.89 225.77 3.141.28 1,570.64 5.315.90 2.625.33 0.08 -0.07 0.097 12.00 15.00 -34.37 -33.44 -3.60 -3.54 0.00 -225.77 -214.99 0.00 214.99 3,093.11 1,546.55 5,153.31 2,545.03 0.13 -0.08 0.095 20.00 -31.90 -3.45 0.00 -197.27 0.00 197.27 3,012.81 1,506.41 4,887.93 2,413.97 0.23 -0.11 0.092 25.00 -30.39 -3.36 0.00 -180.02 0.00 180.02 2,932.51 1,466.26 4,629.57 2,286.37 2,852.22 1,426.11 4,378.23 2,162.24 0.36 0.51 -0.13 -0.16 0.089 0.086 30.00 -28.92 -3.27 0.00 -163.22 0.00 153.22 2,771.92 1,385.96 4,133.90 2,041.58 0.69 -0.19 0.082 35.00 40.00 -27.48 -26.07 -3.18 -3.08 0.00 0.00 -146.88 -131.00 0.00 0.00 146.88 131.00 2,691.631.345.81 3.896.68 1.924.38 0.90 -0.21 0.078 44.67 -24.78 -2.98 0.00 -116.64 0.00 116.64 2,616.69 1,308.34 3,681.42 1,818.11 2,611.33 1,305.67 3,666.28 1,810.64 1.12 1.14 -0.23 -0.24 0.074 0.073 45.00 -24.64 -2.98 0.00 -115.65 0.00 115.65 2,193.12 1,096.56 3,067.29 1,609.88 1.39 -0.26 0.077 50.00 -22.51 -2.87 0.00 -100.75 0.00 100.75 2,125.09 1,062.55 2,869.63 1,417.20 1.68 -0.28 0.071 55.00 -21.32 -2.77 0.00 -86.38 0.00 86.38 2,067.06 1,028.53 2,687.91 1,327.46 1.98 -0.30 0.064 60.00 -20.15 -2.67 0.00 0.00 -72.53 -59.20 0.00 0.00 72.53 59.20 1,989.02 994.51 2,612.13 1,240.65 2.31 -0.32 0.057 65.00 70.00 -19.02 -17.92 -2.56 -2.46 0.00 -46.39 0.00 46.39 1,920.99 960.50 2.342.30 1,156.77 2.66 3.03 -0.34 0.049 0.041 75.00 -16.85 -2.35 0.00 -34.11 0.00 34.11 1,852.96 926.48 2,178.41 1,075.84 1,812.14 906.07 2,082.93 1,028.68 3.26 -0.36 -0.37 0.034 78.00 80.00 -13.28 -12.88 -1.78 -1.74 0.00 0.00 -27.05 -23.50 0.00 0.00 27.05 23.50 1,784.92 892.46 2,020.47 997.83 3.41 -0.37 0.031 85.00 -11.90 -1.63 0.00 -14.83 0.00 14.83 1,716.89 858.45 1,868.47 922.77 3.80 3.88 -0.38 0.023 0.019 86.00 -7.57 -1.04 0.00 -13.20 0.00 13.20 1,703.28 851.64 1,838.78 908.10 1,648.86 824.43 1,722.41 850.63 4.20 -0.38 -0.39 0.015 90.00 -6.85 -0.96 0.00 0.00 -9.05 -4.27 0.00 0.00 9.05 4.27 1,580.82 790.41 1.582.30 781.44 4.61 -0.39 0.009 95.00 95.00 -5.97 -5.97 -0.85 -0.85 0.00 -4.27 0.00 4.27 1,580.82 790.41 1,582.30 781.44 4.61 -0.39 0.018 100.00 0.00 -0.81 0.00 0.00 0.00 0.00 809.35 404.68 785.15 387.76 5.02 -0.39 0.000 Code: ANSIITIA-222 Rev G CopyrightSemaanEngineering Solutions, Inc Pole: 82687 Y 211/2010 2:40:53 PM Location: Meridian -ID, ID Struct Class : II Exposure Category: B Page: 18 Height: 100.0 (ft) p Shape: 12 Sides Topographic Category: 1 Base Dia: 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) 7-1 Total Segment Forces 0 Iterations Load Case: 1.21) + 1.0E Dead Load with Seismic Gust Response Factor: 1.10 Sds : 0.30 Ss 0.29 : S1 : 0.10 Dead Load Factor: 1.20 Seismic Load Factor: 1.00 Sd1 : 0.16 SA: 0.09 Seismic Importance Factor :1.00 Wind Load Factor: 0.00 Structure Frequency: 0.5421 Total Segment Forces (Factored) R : 1.50 Lateral Seg Top Fs Elev (ft) Description Wz (lb) a b c (lb) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 957.97 0.00 0.04 0.02 26.04 10.00 934.61 0.02 0.07 0.04 37.10 12.00 Appertunance(s) 577.31 0.03 0.07 0.04 25.35 15.00 543.95 0.04 0.09 0.04 27.91 20.00 887.91 0.08 0.12 0.05 62.52 25.00 864.56 0.12 0.18 0.05 88.12 30.00 841.20 0.17 0.26 0.06 123.42 35.00 817.85 0.23 0.37 0.07 164.66 40.00 794.50 0.30 0.50 0.08 205.89 44.67 Bot - Section 2 720.46 0.38 0.63 0.10 222.80 45.00 94.67 0.38 0.64 0.10 29.55 50.00 Top - Section 1 1395.53 0.47 0.77 0.13 494.74 55.00 627.95 0.57 0.86 0.15 238.34 60.00 608.16 0.68 0.91 0.17 233.27 65.00 588.37 0.80 0.90 0.20 214.39 70.00 568.59 0.93 0.82 0.23 183.52 75.00 548.80 1.06 0.69 0.27 145.30 78.00 Appertunance(s) 4803.78 1.15 0.60 0.30 1092.73 80.00 209.23 1.21 0.55 0.32 42.73 85.00 509.23 1.37 0.46 0.41 83.19 86.00 Appertunance(s) 2309.47 1.40 0.45 0.43 369.22 90.00 389.97 1.53 0.54 0.55 66.58 95.00 Top - Section 2 469.65 1.71 0.96 0.78 112.51 100.0 Appertunance(s) 2457.47 1.89 1.98 1.14 953.67 Totals: 23,521.08 5,242.54 Total Wind : 15,749.1 Seismic Base Shear Is Less Than 50% Of Wind Force - Analysis Not Required Copyright Semaan Engineering Solutions, Inc Pole: 82687 Code: ANSVTIA-222 Rev G y g/1/2010 2:40:53 PM Location : Meridian -ID, ID Struct Class : 11 Height: 100.0 (ft) Exposure Category: B Page: 19 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 0.91) + 1.0E Dead Load with Seismic (Reduced DL) 0 Iterations Gust Response Factor: 1.10 Sds : 0.30 Ss : 0.29 S1 : 0.10 Dead Load Factor: 0.90 Seismic Load Factor: 1.00 Sd1 : 0.16 Seismic Importance Factor: 1.00 Wind Load Factor: 0.00 Structure Frequency: 0.5421 SA: 0.09 Total Segment Forces (Factored) R: 1.60 Lateral Seg Top Fs Elev Wz (ft) Description (Ib) a b c (lb) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 957.97 0.00 0.04 0.02 26.04 10.00 934.61 0.02 0.07 0.04 37.10 12.00 Appertunance(s) 577.31 0.03 0.07 0.04 25.35 15.00 543.95 0.04 0.09 0.04 27.91 20.00 887.91 0.08 0.12 0.05 62.52 25.00 864.56 0.12 0.18 0.05 88.12 30.00 841.20 0.17 0.26 0.06 123.42 35.00 817.85 0.23 0.37 0.07 164.66 40.00 794.50 0.30 0.50 0.08 205.89 44.67 Bot - Section 2 720.46 0.38 0.63 0.10 222.80 45.00 94.57 0.38 0.64 0.10 29.55 50.00 Top - Section 1 1395.53 0.47 0.77 0.13 494.74 55.00 627.95 0.57 0.86 0.15 238.34 60.00 608.16 0.68 0.91 0.17 233.27 65.00 588.37 0.80 0.90 0.20 214.39 70.00 568.59 0.93 0.82 0.23 183.62 75.00 548.80 1.06 0.69 0.27 145.30 78.00 Appertunance(s) 4803.78 1.15 0.60 0.30 1092.73 80.00 209.23 1.21 0.55 0.32 42.73 85.00 509.23 1.37 0.46 0.41 83.19 86.00 Appertunance(s) 2309.47 1.40 0.45 0.43 369.22 90.00 389.97 1.53 0.54 0.55 65.58 95.00 Top - Section 2 469.65 1.71 0.96 0.78 112.51 100.0 Appertunance(s) 2457.47 1.89 1.98 1.14 953.67 Totals: 23,521.08 5,242.54 Total Wind : 15,749.1 Seismic Base Shear Is Less Than 50% Of Wind Force -Analysis Not Required Code: ANSUTIA-222 Copyright SemaanEngineering Solutions, Inc Pole: 82687 Y 2/1/2010 2:40:53 PM Location : Meridian -ID, ID Struct Class • II Height: 100.0 (ft) Exposure Category: B Page: 20 Shape : 12 Sides Topographic Category : 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.013 + 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor • 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Ice Wind Dead Tot Dead Seg Top Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (SO (SO (lb) (lb) (lb) 0.00 1.00 0.70 6.129 6.742 190.55 1.000 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 186.01 1.000 0.00 5.0018.754 '18.75 126.4 0.0 958.0 10,00 1.00 0.70 6.129 6.742 181.46 1.000 0.00 5.0018.301 18.30 123.4 0.0 934.6 12.00 Appertunance(s) 1.00 0.70 6.129 6.742 179.64 1.000 0.00 2.00 7.193 7.19 48.5 0.0 367.3 15.00 1.00 0.70 6.129 6.742 176.91 1.000 0.00 3.0010.654 10.65 71.8 0.0 544.0 20.00 1.00 0.70 6.129 6.742 172.37 1.000 0.00 5.00 17.395 17.39 117.3 0.0 887.9 25.00 1.00 0.70 6.129 6.742 167.82 1.000 0.00 5.00 16.942 16.94 114.2 0.0 864.6 30.00 1.00 0.70 6.134 6.747 163.34 1.000 0.00 5.0016.489 16.49 111.3 0.0 841.2 35.00 1.00 0.73 6.410 7.051 162.331.000 0.00 5.0016.036 16.04 113.1 0.0 817.9 40.00 1.00 0.76 6.659 7.325160.711.000 0.00 5.0015.583 15.58 114.2 0.0 794.5 44.67 Bot - Section 2 1.00 0.78 6.873 7.560 158.771.000 0.00 4.67 14.136 14.14 106.9 0.0 720.5 45.00 1.00 0.78 6.887 7.576 168.62 1.000 0.00 0.33 1.014 1.01 7.7 0.0 94.6 50.00 Top -Section 1 1.00 0.81 7.098 7.807 156.131.000 0.00 5.00 14.974 14.97 116.9 0.0 1,395.5 55.00 1.00 0.83 7.294 8.023 166.56 1.000 0.00 5.0014.521 14.52 116.5 0.0 627.9 60.00 1.00 0.85 7.477 8.226 163.50 1.000 0.00 5.0014.069 14.07 115.7 0.0 608.2 65.00 1.00 0.87 7.650 8.416 150.18 1.000 0.00 6.00 13.61G 13.62 114.6 0.0 588.4 70.00 1.00 0.89 7.814 8.696 146.66 1.000 0.00 3.0013.163 13.16 113.1 0.0 568.6 75.00 1.00 0.91 7.969 8.766 142.92 1.000 0.00 5.00 12.710 12.71 111.4 0.0 548.8 78.00 Appertunance(s) 1.00 0.92 8.059 8.865 140.59 1.000 0.00 3.00 7.409 7.41 65.7 0.0 319.8 80.00 1.00 0.92 8.118 8.930 139.01 1.000 0.00 2.00 4.848 4.85 43.3 0.0 209.2 85.00 1.00 0.94 8.260 9.086 134.94 1.000 0.00 5.0011.804 11.80 107.2 0.0 509.2 86.00 Appertunance(s) 1.00 0.94 8.287 9.116134.111.000 0.00 1.00 2.306 2.31 21.0 0.0 99.5 90.00 1.00 0.95 8.396 9.235 130.72 1.000 0.00 4.00 9.045 9.04 83.5 0.0 390.0 95.00 Top - Section 2 1.00 0.97 8.526 9.379 126.371.000 0.00 5.00 10.898 10.90 102.2 0.0 469.7 100.0 Appertunance(s) 1.00 0.98 8.652 9.617 121.90 1.000 0.00 5.0010.445 10.45 99.4 0.0 247.5 Totals: 300.00 33,763.6 0.0 44,661.9 Load Case: 1.013 + 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) CopyrightSemaan Engineering Solutions, Inc Pole: 82687 Code: ANSIITIA-222 Rev G Y 2/1/2010 2:40:54 PM Location : Meridian -ID, ID Struct Class • II Height: 100.0 (ft) Exposure Category: B Page: 21 Shape: 12 Sides Topographic Category: 1 Wind Base Dia : 44.00 (in) Dead Bev Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.013 + 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh CaAa wawa Ecc Ecc FX (lb) Y (Ib -ft) z (Ib -ft) Loaa (Ib) (ft) Description Oty (psf) (psf) Factor Ka (sf) (ft) (ft) 12.00 Round Side Arm 3 6.129 6.742 0.67 1.00 10.45 0.000 0.000 0.000 10.550 70.46 102.42 0.00 0.00 0.00 1,080.50 450.00 153.00 12.00 Decibel DB616-AB 78.00 Kathrein 84010054 3 5 6.129 8.059 6.742 8.865 0.80 0.49 0.80 0.80 15.19 12.64 0.000 0.000 112.05 0.00 0.00 175.00 78.00 NextNet BTS -2600A 6 8.059 8.865 0.40 0.80 5.09 0.000 0.000 45.11 0.00 0.00 0.00 210.00 48.40 78.00 Motorola PTP58300 4 8.059 8.865 0.40 0.80 3.26 0.000 0.000 28.94 0.00 0.00 0.00 238.50 78.00 Motorola Vx DAP RF M 9 8.059 8.865 0.69 0.80 11.52 0.000 0.000 102.10 0.00 0.00 56.00 78.00 Andrew P2F-52 4 8.059 8.865 0.90 1.00 18.83 0.000 0.000 166.91 75.35 0.00 0.00 40.00 78.00 Collar 78.00 ClearComm CCDP- 1 8 8.059 8.059 8.865 8.865 1.00 0.40 1.00 0.80 8.50 1.79 0.000 0.000 0.000 0.000 15.89 0.00 0.00 36.00 86.00 Flat Platform w/ Han 1 8.287 9.116 1.00 1.00 42.40 0.000 0.000 386.52 0.00 0.00 2,000.00 3.00 86.00 RCU 3 8.287 9.116 0.38 0.75 0.18 0.000 0.000 0.000 1.64 176.66 0.00 0.00 0.00 0.00 96.00 86.00 EMS RR65-19-OODP 6 8.287 9.116 0.55 0.75 19.38 0.000 0.000 0.000 52.76 0.00 0.00 30.00 100.0 Antel BXA-18506018CF 3 9 8.652 8.652 9.517 9.517 0.60 0.64 0.75 0.75 5.54 38.78 0.000 0.000 369.13 0.00 0.00 180.00 100.0 Swedcom ALP -6014 100.0 Flat Platform w/ Han 1 8.652 9.517 1.00 1.00 42.40 0.000 0.000 403.54 0.00 0.00 2.000.00 2,109.46 5,715.90 Load Case: 1.01) + 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (i-actorea) copyright SemaanEngineering Solutions, Inc Pole: 82687 Code: ANSI/TIA-222 Rev Y 2/1/2010 2:40:54 PM Location: Meridian -ID, ID Struct Class : II Page: 22 Height: 100.0 (ft) Exposure Category: B Exposed Shape: 12 Sides Topographic Category: 1 (s� Base Dia: 44.00 (in) Adjust Factor F X (Ib) Top Dia : Taper: 23.69 (in) 0.209982 (in/ft) X Base Elev : 0.000 (ft) Load Case: 1.01) + 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (i-actorea) Exposed CF Dead Seg Top Elev Exposed Length y id(inth Area (s� qz (psi Adjust Factor F X (Ib) Load (Ib) (ft) Description To Wind (ft) Ca 5.00 (3) 7/8" Coax Yes 5.00 0.000 1.09 0.45 0.00 0.00 6.129 6.129 0.024 0.025 0.000 0.000 0.00 0.00 4.95 4.95 10.00 (3) 718" Coax Yes Yes 5.00 0.000 2.00 0.000 1.09 1.09 0.45 0.18 0.00 6.129 0.025 0.000 0.00 1.98 12.00 (3) 7/8" Coax Totals: 0.00 11.88 Code: ANSIITIA-222 RevG CopyrightSemaanEngineedngSok&ons,Inc Pole : 82687 Y 211/2010 2:40:54 PM Location : Meridian -ID, ID Struct Class : II Height: 100.0 (ft) Exposure Category: B Page: 23 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in)K Taper: 0.209982 (in/ft) Base ©ev : 0.000 (ft) Load Case: 1.01) + 1.OW Gust Response Factor: 1.10 Dead Load Factor: 1.00 Wind Load Factor: 1.00 60.00 mph Serviceability Applied Segment Forces Summary 17 Iterations Wind Importance Factor: 1.00 Lateral Axial Torsion Moment Seg Elev FX (-) FY (-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 126.43 1,035.86 0.00 0.00 10.00 123.37 1,012.51 0.00 0.00 12.00 221.37 1,001.47 0.00 1,080.50 15.00 71.83 587.72 0.00 0.00 20.00 117.27 960.85 0.00 0.00 25.00 114.21 937.50 0.00 0.00 30.00 111.26 914.15 0.00 0.00 35.00 113.07 890.80 0.00 0.00 40.00 114.15 867.44 0.00 0.00 44.67 106.86 788.55 0.00 0.00 45.00 7.68 99.43 0.00 0.00 50.00 116.91 1,468.47 0.00 0.00 55.00 116.51 700.89 0.00 0.00 60.00 115.71 681.10 0.00 0.00 65.00 114.58 661.32 0.00 0.00 70.00 113.14 641.53 0.00 0.00 75.00 111.42 621.75 0.00 0.00 78.00 612.02 1,167.45 0.00 0.00 80.00 43.29 231.49 0.00 0.00 85.00 107.25 564.87 0.00 0.00 86.00 585.84 2,209.60 0.00 0.00 90.00 83.53 409.77 0.00 0.00 95.00 102.21 494.40 0.00 0.00 100.0 924.83 2,482.22 0.00 0.00 Totals: 4,374.76 21,431.14 0.00 1,080.50 Code: ANSIITIA-222 Rev G Copyright Semen Engineering Solutions, Inc Pole: 82687 Y 21112010 2:40:54 PM Location: Meridian -ID, ID Struct Class • II Height: 100.0 (ft) Exposure Category: B Page: 24 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in)X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.013+ 1.OW 60.00 mph Serviceability 17 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Bev FY(-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -21.43 -4.38 0.00 -296.20 0.00 296.20 3,333.99 1,667.00 5,991.53 2,958.99 3,253.70 1,626.85 5,705.11 2,817.54 0.00 0.02 0.00 -0.03 0.107 0.104 5.00 -20.39 -4.26 0.00 -274.30 0.00 274.30 1,586.70 5,425.70 2,679.55 0.06 -0.06 0.101 10.00 -19.38 -4.15 0.00 -252.98 0.00 252.98 3,173.40 1.570.64 5.315.90 2.625.33 0.09 -0.07 0.099 12.00 -18.38 -3.93 0.00 0.00 -243.61 -231.82 0.00 0.00 243.61 231.82 3,141.28 3,093.11 1,546.55 5,153.31 2,545.03 0.14 -0.09 0.097 15.00 20.00 -17.79 -16.82 -3.86 -3.75 0.00 -212.51 0.00 212.51 3,012.81 1,506.41 4,887.93 2,413.97 0.25 -0.12 0.094 25.00 -15.89 -3.64 0.00 -193.75 0.00 193.75 2,932.51 1,466.26 4,629.57 2,286.37 2,852.22 1,426.11 4,378.23 2,162.24 0.38 0.55 -0.14 -0.17 0.090 0.086 30.00 -14.97 -3.54 0.00 -175.53 0.00 175.53 2,771.92 1,385.96 4,133.90 2,041.58 0.75 -0.20 0.082 35.00 40.00 -14.08 -13.21 -3.43 -3.32 0.00 0.00 -157.84 -140.70 0.00 0.00 157.84 140.70 2,691.63 1.345.81 3,896.68 1,924.38 0.97 -0.23 0.078 44.67 -12.42 -3.21 0.00 -125.22 0.00 125.22 2,616.69 1,308.34 3,681.42 1,818.11 1.21 -0.25 0.074 45.00 -12.32 -3.20 0.00 -124.15 0.00 124.15 2,611.33 1,305.67 3,666.28 1,810.64 2,193.12 1,096.56 3,067.29 1,509-88 1.22 1.50 -0.25 -0.28 0.073 0.077 50.00 -10.85 -3.09 0.00 -108.13 0.00 108.13 2,125.09 1,062.55 2,869.63 1,417.20 1.81 -0.30 0.070 55.00 -10.15 -2.97 0.00 -92.70 0.00 92.70 2,067.06 1,028.63 2,687.91 1,327.46 2.14 -0.33 0.063 60.00 65.00 -9.47 -8.81 -2.85 -2.74 0.00 0.00 -77.86 -63.59 0.00 0.00 77.86 63.59 1,989.02 994.51 2,512.13 1,240.65 2.49 -0.35 0.056 70.00 -8.16 -2.62 0.00 -49.90 0.00 49.90 1.920.99 960.50 2.342.30 1,156.77 2.86 -0.37 0.047 75.00 -7.54 -2.51 0.00 -36.78 0.00 36.78 1,852.96 926.48 2,178.41 1,075.84 3.26 -0.38 0.038 78.00 -6.38 -1.89 0.00 -29.25 0.00 29.25 1,812.14 906.07 2,082.93 1,028.68 3.50 -0.39 0.032 80.00 -6.15 -1.85 0.00 -25.47 0.00 25.47 1,784.92 892.46 2,020.47 997.83 3.67 -0.40 0.029 85.00 -5.58 -1.74 0.00 -16.23 0.00 16.23 1,716.89 858.45 1,868.47 922.77 4.09 -0.41 0.021 86.00 -3.38 -1.13 0.00 -14.50 0.00 14.50 1,703.28 851.64 1,838.78 908.10 4.18 -0.41 0.018 90.00 -2.97 -1.05 0.00 -9.96 0.00 9.96 1,648.86 824.43 1,722.41 850.63 4.52 -0.42 0.014 95.00 -2.48 -0.94 0.00 -4.71 0.00 4.71 1,580.82 790.41 1.582.30 781.44 4.96 -0.42 0.008 95.00 -2.48 -0.94 0.00 -4.71 0.00 4.71 1,580.82 790.41 1,582.30 781.44 4.96 -0.42 0.014 100.00 0.00 -0.92 0.00 0.00 0.00 0.00 809.35 404.68 785.15 387.76 5.40 -0.42 0.000 Pole: 82687 Code: ANSVTIA-222 Rev G CopynghtSemaan EngmeenngSoWons, Inc Location: Meridian -ID, ID Struct Class : 11 Y 21/2010 2:40:54 PM Height: 100.0 (ft) Exposure Category: B Page: 25 Shape: 12 Sides Topographic Category: 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (in/ft) Base Elev : 0.000 (ft) Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 1.21) + 1.6W 15.77 0.00 25.70 0.00 0.00 1069.27 0.00 0.37 0.913 + 1.6W 15.77 0.00 19.27 0.00 0.00 1064.82 0.00 0.37 1.213 + 1.01)i + 1.OWi 4.03 0.00 39.66 0.00 0.00 274.72 0.00 0.10 1.013 + 1.OW 4.38 0.00 21.43 0.00 0.00 296.20 0.00 0.11 POIe • 82687 Code ANSIITIA-222 Rev G CopyrightSemaanEngineering Solutions, Inc Y Location : Meridian -ID, ID Struct Class : II 2/1/2010 2:40:54 PM Height: 100.0 (ft) Exposure Category: B Page: 26 Shape: 12 Sides Topographic Category : 1 Base Dia : 44.00 (in) Top Dia : 23.69 (in) X Taper: 0.209982 (In/ft) Base Elev : 0.000 (ft) Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design% 2,131.00 23.70 27.40 1,069.27 39.66 15.77 50.18 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio 60.0 2.500 58.050 Round 0 0.00 11.790 226.38 994.76 0.23 Anchor Bolts Start Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 52.05 12 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 85.48 260.00 0.34 78.87 260.00 0.31