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HomeMy WebLinkAboutADM 02-01-CLOSED AUNT MINNIEPROJECT SUMMARY SHEET FILE #: ADM02-01 PROJECT TYPE: Administrative Permit APPLICANT: AT&T Wireless Services ADDRESS: 7112 N. Fresno Street, #460, Fresno, CA 93720 OWNER: Dick Weiss ADDRESS: P.O. Box 2485, Oroville, CA 95965 REPRESENTATIVE: ADDRESS: PROJECT DESCRIPTION: Administrative Permit to replace to omni -directional antennas at the top of an existing 140 foot tall lattice tower with twelve 4 square foot antennas centered at the 65 foot height PROPERTY ZONED: TP -160 (Timber Preserve - 160 acre parcels) LOCATED: at the top of Bloomer Hill, northwest of Berry Creek. AP#: 061-460-025 TOWN/AREA: Berry Creek GENERAL PLAN DESIGNATION: 1. Application complete: 2. Comments sent to: N/A 3. Comments received from: 4. 5. 6. 7. 8. 9. 10. 11. 7/3/01 Amount: $ 300.00 Receipt # 19646 Rezone Petition Signatures Checked: Mailing List/Lead-in Sheet: Assigned To: Stephen Betts Environmental Determination: Staff Report: Type Use Permit/Send for signature: N.O.E. / N.O.D. / APPENDIX G: Send validated Use Permit: Project Video: Fish & Game Fees Paid: Yes No 12. Assessor's Memo: 13. Copy of Use Permit / Variance to Planning Technician: DEPART�iT OF DEVELOPiVT SERVICES BU OUNTY UNIFORM AIRRINUATION 1PPL1UAN1': Agent information to be provided is on other side: APPLICANT'S NAME ( If applicant is different from owner an affidavit is required) ASSESSOR'S PARCEL NUMBER: .e97',4'7- n6i - q6a --oas ADDRESS: ` CITY, STATE & ZIP CODE: FILE NUMBER: (FOR OFFICE USE): NAME OF PROPOSED PROJECT( If any) TELEPHONE LOCATION OF PROJECT ( Major cross streets and Address, if any) ` GENERAL INFORMATION REQUIRED OWNER'S NAME TELEPHONE „pic.& (S3o).331P-ar,�// ADDRESS: CITY, STATE & ZIP CODE: ZONE GENERAL PLAN EXISTING LAND USE SITE SIZE ( in Square Feet or Acres ) ^ v C' fr dr amici L��- U EXISTING STRUCTURES (in S are Feet) PROPOSED STRUCTURES (in Square Feet) l O' L•�Ti'/<<' �bW r/1 �Y�V r' (Check One) (Check One) O PROPERTY IS OR PROPOSED TO BE SEWERED (mss 0 PROPERTY IS OR PROPOSED TO BE ON PUBLIC WATER O PROPERTY IS OR PROPOSED TO BE ON SEPTIC O PROPERTY IS OR PROPOSED TO BE ON WELV WATER . f APPLICATION REQUESTED O GENERAL PLAN AMENDMENT O REZONE (� �% —�— O USE PERMIT D & C h(� a 0" E O MINOR USE PERM O VARIANCE wd O MINOR VARIANCE BUTTE COUNTY xADMINISTRATIVE ERMUT PLANNING DIVISION C3 DEVELOPMENT AGREEMENT O TENTATIVE SUBDIVISION.MAP 0 TENTATIVE PARCEL MAP ` O , WAIVER OF PARCEL MAP • + O BOUNDARY LINE MODIFICATION I7 LEGAL LOT- DETERMINATION f O CERTIFICATE OF MERGER O MINING AND RECLAMATION PLAN O OTHER PROJECT DESCRTP'I'ION FULL DESCRIPTION OF PROPOSED PROJECT (Attach necessary sheets. If this application is for a land division, describe the number and size of parcels.) OWNER CERTIFICATION x I CERTIFY THAT I AM PRESENTLY THE LEGAL OWNER OR THE AUTHORIZED AGENT OF THE OWNER OF THE ABOVE DESCRIBED PROPERTY_ FURTHER, I ACKNOWLEDGE THE FILING OF THIS APPLICATION AND CERTIFY THAT ALL OF THE ABOVE INFORMATION IS TRUE AND ACCURATE. (If an agent is to be authorized, execute an affidavit of authorization and include the affidavit with this application.) DATE: ®�� 9/�y� SIGNATURE,. •GENT AUTHORIZATION' • To Butte County, Department of Development Services; 0>0 9) Print Name of Agent and Phone Number Marling Address is hereby authorized to process this application for WeIX-sem on my property, identified as Butte County Assessor Parcel Number This authorization allows representation for all applications, hearings, appeals, etc. and to sign all documents necessary for said processing, but not including document(s) relating to record title interest. Owner(s) of Record: (sign and print name) Print Name C LZ) Signature Architect nd/or Engineer: Print Name of Architect/Engineer and Phone Number 7 Mailing Address FOR OFFICE USE ONLY Verify: Date Received: '71-3/01 Print Name Signature A ti ioun- D Total Amount Received: —500 - Ob AP Number(s) N%4 Legal Description Owners Authorization v Zoning Requirements Project Description Copies of plot plan Taken by � , Receipt No.1 E.H. LD Plan 300-00 FD Payment of the currently required Application Fee and/or Deposit (An unused portion of a deposit) will be returned upon final action. -5 S o, 00 - r-� �, -211 �o i Current fee for this application is $ 1, 6 u 't . oo - y P as of 2 1,7 Make check payable to "Butte County Treasurer". E LSU V E BUTTECOUNTY PLANNING OIvISION _General Information COUNTY OF BUTTE ENVIRONMENTAL INFORMATION FORM (To be Completed By Project Applicant) Date Filed 1. Name and address of owner, and/or develo _� __ per, and/or project sponsor: 2. Address of project:y �-,q Assessor's Parcel Number: 6,0 — �/,�o 6. -PS— 3. Name, address, and telephone number of_person to be contacted concerning this project: 4. List and describe any other related permits and other public approvals required for this project, including those required by city, regional, state and federal agencies: --V&vz 5. Existing general plan designation: 6. Existing zoning district: 7. How island currently used 8. Proposed use of site (Project for which this form is filed): z�,V' t�—X icr>—iiy z 7-E Wr:7_V Project Description: 9. Site size:_ / f e;ee- oecag (Acres/Sq. Feet) 10. Off-street parking spaces: Full size: N//* Compact: Total: . 11. Plans attached Yes ZNo 12. Proposed development schedule__l�L 13. Associated projects 14. Anticipated incremental or phased development iYo/✓� Attach description of project containing the following information: 15. If residential, include the number of units, schedule of unit sizes, range of sale prices or rents, and type of household size expected. 16. If commercial, indicate the type, whether neighborhood, city or regionally oriented, square footage of sales area and loading facilities. 17. If industrial, indicate type, estimated employment per shift, and loading facilities. 18. If institutional, indicate the major function, estimated employment per shift, estimated occupancy, loading ❑ Butte County Department of Development Services ❑ Planning Division ❑ 1 •• f• facilities, and community benefits to be derived from the project. 19.. If the project involves a variance, conditional use, rezoning application, or any development permits, state this . and indicate clearly why the application is required. If permits have already been issued, please attach as Exhibit Are the following items applicable to the project or its effects? Discuss below all items checked yes (attach additional sheets as necessary). 28. Use of, or disposal of potentially hazardous materials, such as toxic substances, flammable or explosives. 29. Substantial change in demand for municipal services (police, fire, water, sewage, etc. including special districts). 30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). 31. Relationship to a larger project or series of projects. D ECEIWE BUTTE COUNTY PLANNING DIVISION ❑ Butte County Department of Development Services ❑ Planning Division ❑ 2 YES NO 20. Change in existing features of any hills, buttes, canyons or substantial alteration of ground contours. ✓ 21. Change in scenic views or vistas from existing residential / areas or public lands or roads. ✓/ 22. _ Change in pattern or character of general area of project. _ J 23. Significant amounts of solid waste or litter. 24. Change in dust, ash, smoke, fumes or odors in vicinity. J 25. Change in bay, lake, river, stream or ground water quality or / quantity, or alteration of existing drainage patterns. 26. Substantial change in existing noise or vibration levels / in the vicinity. 27. Site on filled land or on slopes of 10 percent or more. 28. Use of, or disposal of potentially hazardous materials, such as toxic substances, flammable or explosives. 29. Substantial change in demand for municipal services (police, fire, water, sewage, etc. including special districts). 30. Substantially increase fossil fuel consumption (electricity, oil, natural gas, etc.). 31. Relationship to a larger project or series of projects. D ECEIWE BUTTE COUNTY PLANNING DIVISION ❑ Butte County Department of Development Services ❑ Planning Division ❑ 2 Environmental Setting: (Attach brief description) T 32. Describe the project site as it exists before the project, including information on topography, soil stability; plants and animals; and any cultural, historical, or scenic aspects: Describe any existing structures on the site and the -use of the structures. Attach photographs of the site. Snapshots or Polaroid photos will be accepted. 33. Describe the surrounding properties, including information on plants and animals and any cultural, historical, . or scenic aspects. Indicate the type of land use (residential, commercial, etc:), intensity of land use (one - family, apartment houses, shops, department stores, etc.), and scale of development (height, frontage, set- back, rear yard, etc.). Attach photographs of the vicinity. Snapshots or Polaroid photos will be accepted. Certification I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief. Date Signature for K:\FORMS\SUBMITTAL\ENV-INFO -�-� O Y►/ c,�L ❑ Butte County Department of Development Services ❑ Planning Division ❑ 3 Coo,,/ BLoGMr�e L USE PERMIT COMMUNICATIONS FACILITY APPLICATION PACKET CHECKLIST This checklist is designed to assist applicants in making sure all necessary information is included in their application packet for a communications facility. Please include this checklist along with your submittal. Applicant Planner 1 • u �A completed, signed, Uniform Application and Environmental Information form. If the application is signed by an agent for the property owner, an agent authorization form must be submitted along with the Uniform Application. The application shall not be accepted unless signed by the owner or authorized agent. 2. Payment of the currently required Application Fee and/or Deposit (any unused portion of the deposit will be returned upon final action, if any remains.) (Planner advises applicant) d .d e. d Thirty-five (35) copies of plans which shall include a detailed site plan drawn to scale. All plans shall be drawn on uniform size sheets no greater than 24" x 36 The finished plans shall be folded to 8%i" x 11 ".. The detailed site plan must include: Name and address of Applicant, Engineer and/or person who prepared the plan. . U Property lines and lot dimensions. Assessor Parcel Number(s) and the street address d. f Proposed use and/or uses of the property. e. ❑ Proped landscaping plan, if applicable. p EC EE WE JUL 3 2001 BUTTE COUNTY PLANNING DIVISION f. u Dimensioned locations of existing and proposed improvements on the property (including, but not limited to, buildings, driveways, parking areas, wells, septic tanks and leach fields). IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. I g• Distances from any significant natural and constructed features of the property ,such as streets, access roads, streams, rock outcroppings, major tree stands, storm drains, bodies of water, railroads, to the property lines. h• Location of all , slope banksponds, creeks buttes sloughs, P P rock outcroppings, natural drainage courses, irrigation canals and existing vegetation worthy of consideration for preservation, such as oak trees. i.r Any existing faults or fractures and geologic hazards. j• U North arrow and scale of drawing. All plans shall be drawn to an engineering P g g scale with the preferred scale of 1" = 20', with a north arrow preferably oriented to the too of sheet. k• ❑ ❑ Bu 1Hing setbacks from the ultimate road right-of-way (front, rear, sides). Proposed and existing on-site driveways and/or roads. N/� . M. ❑ ❑ Loc a ion, height, and materials of walls and fences (sections may be required). n• ❑ ❑ All d!eways, drawn to scale, on ad'acent and across the street Properties � p a rhes within 100 feet of the subject site. o• ❑ ❑ Ex curbs, gutters, sidewalks and existing paving widths on-site or within 100. feet of the site, on adjacent and across the street properties. P•. ❑_ ❑ Nth As cross streets on both sides with plus or minus distances from subject site. q. ❑ ❑ ApNp d'�ximate location of all buildings within 1,000 feet, on adjacent properties. r• ❑ ❑ 'Exsti g and nearest fire hydrants. S. Access, both pedestrian and vehicular, showing service areas and points of ingress and egress. t. U Elevation contours, at a minimum per USGS maps. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 2 4• ❑ ❑ Coheptual Grading Plan Items to be shown include: a• ❑ ❑ . Natural areas to be preserved. • • b• ❑ ❑ Proposed cut and fill areas in contrasting colors of zipatone pattern. C. ❑ ❑ Existing and proposed contours within 100 feet of project boundaries. d• ❑ ❑ Proposed drainage and flood control facilities. r , e• ❑ ❑ . Erosion control'measures (e.g. - slope landscaping). f ❑ ❑ Natural drainage. 8• ❑ ❑ Elevations and finished contours. h• ❑. ❑ Location of retaining walls, drainage channels and existing structures. i• ❑ ❑ Location, elevation and size of proposed building pads. j ❑ ❑ All plans must be clear and legible. 5• El❑ O � �bpy of 8 %2" x 11" transparency reduction of the detailed siteP lan. 6• U 0A vicinity map showing closest major cross streets, zoning and existing land use: The following additional items are required per Butte County Code Section 24-262.E. } 7• r Er Statement of Justification: a• LTJ L`J Includes a description of the proposed Facility, including the type of facility be requested. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 3 Vit► •• b. U Height from natural grade to the top of proposed Facility. C. E Support equipment proposed. d. RFR/EMF and wattage output data including the number of channels. e. Horizontal and vertical location coordinates. 8. Ld Proposed elevations of the structure and any accessory buildings, including building height and other physical dimensions, drawn to graphic scale. 9. ❑ ❑ Visual impact assessment, photo montages, mock-ups as determined by the Director of Development Services or Planning Commission. The assessment shall identify any proposed trimming of vegetation that will be required for the normal operation of the Facility. Stealth technology is encouraged. 10. ❑ ❑ Mock ups required (may be required at any time during the processing of the permit). 11. ❑ ❑ A dii§sion of and supporting information regarding the alternative site selection of at least a minimum of three to four other sites, if available, including colocation opportunities, and a statement as to why these alternative sites and/or colocation opportunities were rejected. 12. �,' EY a --A complete'service area map showing the entire wireless communications network of the provider's twenty (20) miles in all directions from the proposed site for the time period from the filing of the application to twelve (12) months from the filing of the application, for the purpose of visually aiding cumulative environmental analysis, with and without the proposed Facility or Facilities, showing all hand-off sites within the above specified area. 13. ❑ ❑ ANgrilhic depiction of the search ring and all other technical criteria used in determining the proposed Facility location. 14. ❑ ❑ Documentation which identifies failure characteristics of the Facility structure or tower and demonstrates that the site and setbacks are of adequate size to contain falling debris. 15, ❑ ❑ Wronevidence demonstrating that the selected Facility structure or tower design is as visually unobtrusive as possible, given technical and engineering considerations, which indicate what type of Facility is required to provide reasonably effective service and also the best technology and/or construction available to maximally achieve visual unobtrusiveness. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 4 0 • • • The use of best available technology and/or construction to maximally achieve visual unobtrusiveness is mandatory. N/A 16. ❑ ❑ Applicants which operate common carrier facilities (specifically, but not limited .to cellular, PCS, SMR and paging service licensees of the FCC) shall provide written evidence that the applicant has provided notice to all FCC licensed wireless communication service carriers operating within the County of Butte of the plans to develop the site. 17. LJ Q� Evidence of a valid, current operating license or construction permit. from the FCC or, if the applicant is not a wireless communications service provider, a user operating agreement for each and every such provider to which the applicant intends to rent space on the proposed Facility. 18. ❑ ❑ Aiepolt` sig e4TyagaTiiiecfradio frequency engineer licensed by the FCC, prepared pursuant to FCC OET 65, stating whether the maximum radio frequency radiation/electromagnetic radiation (RF/EMF) to be emitted by the proposed Facility, taking into account all other Facilities, both existing and known future Facilities, at the proposed site and adjacent properties, conforms to safety standards adopted by the FCC, if applicable. The reports prepared for Facilities shall conform to the reporting requirements set by the County and FCC OET 65 human exposure standards. The report shall also analyze the evidence provided in support of the proposed Facility location, height and radiated power, frequency, the number of channels, and all other related data and present alternatives for the location, height and radiated power, pursuant to the requirements of this section. If the proposed Facility exceeds FCC OET 65 human exposure standards, applicant shall also provide additional comprehensive technical and planning information regarding how the applicant shall protect all persons from such excessive exposure consistent with all Federal and State requirements, and any additional County requirements. 19. ❑ ❑ Larld`sdaping and painting plans for the completed project. 20. ❑ ❑ ProJe11sin Agricultural Zones (A-5 throughA-160) shall, Prior to submitting an application fora proposed Facility, submit a site plan of the proposed Facility to the Butte County Agricultural Commissioner for comment and send a notification letter to all. aerial agricultural applicators registered . in the County informing them of the proposed site location and tower height. No hearing on an application for a proposed facility in any agricultural zone will be scheduled, nor shall any Administrative Permit for any such facility be issued without proof that the Butte County Agricultural Commissioner and all aerial agricultural applicators registered in the County have been notified, as specified herein. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 5 21. ❑ ❑ All a�p ilit cations for Facilities that are proposed to be located within the boundaries ofy an Comprehensive Airport Land Use Plan or Airport Area of Influence, as adopted o: - designated from time to time by the Butte County Airport Land Use Commission, shall be submitted to the Department of Development Services, Planning Division, -and a cop@ submitted to the Butte County Airport Land Use Commission for review.. regarding consistency with adopted Comprehensive Airport Land Use Plans and for recommendations addressing potential impacts to air navigation within the Airport Area of Influence. The County may in its sole discretion retain an independent consultant to review either individual elements of or the entire application and advise the County at the applicant's sole' expense. Additional information may be required in order to clarify, amplify, correct or otherwise supplement the above submittal information onto complete any required environmental review documents, as deemed necessary by the Department of Development Services, Public Works, Environmental Health Division, Butte County Fire- Department, ireDepartment, or Agriculture Commissioner. Signature: Applicant/Representative Signature: ' P, 5�T— Planner Receiving Application K FOR.%1S'SUBMITA.L:.CHECKLISCELLUP.WPD Date��/ Date: /75 /0 IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 6 ■ Complete items 1, 3. Also complete item 4 if Restricted 6 ivery is desired. - ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this'card to the back of the mailpiece, or on the front if space permits. Article Addressed to: ;AT&T Wireless Service 7112 N. Fresno St., #460 Fresno, CA 93720 A. Received by (Please C. D. Is delivery Fodress dk If YES, enter delivery 3. Service Type r� X! Certified Mail O ❑ Registered ❑ Insured Mail B. Date of Delivery ❑ Agent _ ❑ Addre n item 1? ❑ Yes below: ❑ No ❑ Express Mail ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) 7099 3400 0016 8126 0981 PS Form 3811, July 1999 Domestic Return Receipt 102595.00-M-0952 UNITED STATES POSTAL SERVICE First -Class Mail ostage 8, Fees Paid SPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • COUNTY OF BUTTE DEPARTMENT Of DEVELOPMENT SERVICES PLANNING DIVISION 1 County Center Drive Oroville, CA 9.59653397 rw. September 21, 2001 AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 CERTIFIED MAIL Re: Administrative Permit, AP 061-460-025 Gentlemen: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE. - OROVILLE, CALIFORNIA 95965-339:. TELEPHONE: (530) 538-7601 r FAX: (530) 538-7785 r Enclosed is your validated Administrative Permit No. ADM02-01 to allow a temporary mobile home on property zoned TP -160 (Timber Preserve - 160 acre parcels). The property is located at 7112 N. Fresno Street, #460, Fresno, CA 93720. s x Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry a 1Co �U C3 „ r u Postage CO Certified Fee - t • '1 „_ x . Return Receipt Fee .Y Postmark Here •I a (Endorsement Required) i CS.. Restricted Delivery Fee 0 (Endorsement Required) tm O f Total Postage & Fees $ 9 / 21 01 M Recipient 's Name (Please Print Clearly) to be completed by mailer) } MT Wireless-� ---- s O- --- ----------ervice- ----------------------------------------------- Street, t. No.; or PO Box No. ------------ -- ---- --- ----- IT- 1. 7.112• N. Fresno St., //460 ' I `` -,---- Ci State. P+4 ---------------------------------------------- Z/ `Fresno, CA 93720 -------- ---- --� --� ADMINISTRATIVE PERMIT TO REPLACE TWO EXISTING ANTENNAS TO: AT&T Wireless Services FROM: Tom Buford, Interim Director, Butte County Department of Development Services DATE: August 16, 2001 FUe#: ADM 02-01 PURPOSE: Administrative Permit for AT&T Wireless Services on APN # 061-460-025 to replace two omni directional antennas at the top of an existing 140 -foot tall lattice tower with twelve 4 square -foot panel antennas centered at the 65 -foot height. The project site is located at the top of Bloomer Hill, northwest of Berry Creek, on property zoned TPZ-160 (Timber Preserve Zone - 160 acre parcels). PERMIT REQUIREMENTS: Approval for a communication facility subject to the following requirements: 1. The new antennas shall be painted to match the color of the existing antennas and tower. 2. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. The installation of any Facility shall comply with all applicable building and electrical codes. 4. No advertising or display is permitted on any Facility. 5. All Facilities shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 6. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 7. All Facilities must fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 8. No Facility or combination of Facilities shall generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 9. If it is found that Facilities are or will be detrimental to the health, safety, or welfare of persons working or residing near such facilities, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facilities. In no case shall a Facility remain in operation if it is found to create a hazard to health, safety, and welfare. A Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such, other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient • grounds to commence a permit revocation hearing which may lead to permit revocation. 10. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 11. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 12. Facilities shall be secured at all times to prevent access by the public. 13. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 14. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit A" and date-stamped July 3, 2001, and is incorporated herein by this reference. FINDINGS: 1. The project is Categorically Exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. 2. The project will not have a significant impact on the environment because: a. The proposed antennas will not create an aesthetic impact. b. The radio-frequency power densities from the proposed antennas will be within FCC standards. C. The existing tower is capable of supporting the proposed antennas. d. The proposed antennas will not create any light, emissions, noise, or significant amounts of vehicle traffic. e. The proposed antennas will be replacing existing antennas on the same communications tower. f. The project site is located in an antenna farm.. - g. The TPZ-160 allows wireless communications facilities located in an antenna farm with an Administrative Permit. Permittee ignature Date e ti 11 r 0 Cm �� PRQIECT NAME: BLOOMER PRaEci LOCATION: BLOOMER MOUNTAIN by BERRY CREEK 0 m 0 4 1111= , 1 P : . t SP c USE PERMIT NUMBER NOT REQUIRED, ZONED" TP -160 110 Z �Y ■ Q� 3 u 11 r 0 Cm �� PRQIECT NAME: BLOOMER PRaEci LOCATION: BLOOMER MOUNTAIN by BERRY CREEK m 4 1111= , 1 P : . t SP c USE PERMIT NUMBER NOT REQUIRED, ZONED" TP -160 110 Z �Y ■ Q� 3 u APN SITE NUMBER:^�a nci Acn_n-ve i rnrne .a Date: September 21, 2001 MEMORANDUM PLANNING DEPARTMENT TO: Butte County Assessor's Office FROM: Butte County Planning Department SUBJECT: AT&T Wireless Services, ADM02-01 DATE: September 21, 2001 Pursuant to Section 65863.5 of the Government Code, the following parcel identified as 061-460- 025, was: Rezone from to zoning district. Granted a variance to X Issued a conditional Administrative Permit to replace to omni -directional antennas at the top of an existing 140 foot tall lattice tower with twelve 4 square foot antennas centered at the 65 foot height, at the top of Bloomer Hill, northwest of Berry Creek.,TP-160 (Timber Preserve - 160 acre parcels) .7CIYUCI is ■Complete items 1 for additional services. I a ish to receive the ■Complete items 3,41IIIIIIIIIIIld 4b. fo g services (for an ■ Print your name and dress on the reverse of this form so that we can return this extr ee): card to you. ■Attach this form to the front of the mailpiece, or on the back if space does not 1. ❑ Addressee's Address permit. ■ Write'Retum Receipt Requested' on the mailpiece below the article number. 2. ❑ Restricted Delivery ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number LO (*u [2ss Se►eOi ces 101 3qOOQO16 S196 12,16 4b. Service Type fjTh�. a-ue- ,'1'1 k I e4r, i C PA ❑ Registered ❑ Certified )53y e. 4OLL S i-oA), S tx.k"a-e_ Jq ❑ Express Mail ❑ Insured Q O ❑ Return Receipt for Merchandise ❑ COD 7 n.te M rl.liw .., By: (Print 6. L —�O Ci 8. Addressee's Address (Oni and fee is paid) PS Form 3811, December 1994 Domestic Return Receipt UNITED STATES POSTWRVICE First -Class Mail ostage & Fees Paid USPS Permit No. G-10 • Print your name, address, and ZIP Code in this box • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION 7 County Center Drive Oroville, CA 95965-3397 August 16, 2001 AT&T Wireless Services ATTN: Dave Miller, CPA 1534 E. Houston, Suite A Fresno, CA 93720 CERTIFIED MAIL Re: Administrative Permit, AP 061-460-025 Gentlemen: ie 46utte L'ount LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed are the original and one copy of your conditional Administrative Permit No. ADM 02-01. Please sign and return both copies to this division within 30 calendar days from the receipt of this letter. We will then have them validated by the Director of Development Services and the original will be returned to you for your records. Please be aware that failure to return the signed copies within 30 days will result in the Administrative Permit becoming invalid. Re-application to this department would then be necessary to proceed with the project. The Administrative Permit is deemed granted when this permit has been signed by the applicant, with the counter signature of the Director of Development Services and said permit is received by the applicant by Certified mail. Should you have any questions regardirwy this matter, lease contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. U.S. Postal Sincerely, Diane Lewellen Office Assistant III Enc ru f0Postage' $ r i ni Iq CaCertified Fee Postmark :,.p Return Receipt Fee I Here b b`. `q (Endorsement Required) /. 1d . q Restricted Delivery Fee O (Endorsement Required) C Total Postage & Fees $ YV• {I M Recipient's Name (Please Print Clearly) (to be completed by mailer) O-- Street, Apt. No.; or PC Box No. City, State, ZIP+4 -�-ke,Sn,o CH 37 xO PS Form 3800, ,0r See Reverse for Instructions • ADMINISTRATIVE PERMIT TO REPLACE TWO EXISTING ANTENNAS TO: AT&T Wireless Services FROM: Tom Buford, Interim Director, Butte County Department of Development Services DATE: August 16, 2001 1*#-. ADM02-01 PURPOSE: Administrative Permit for AT&T Wireless Services on APN # 061-460-025 to replace two omni directional antennas at the top of an existing 140 -foot tall lattice tower with twelve 4 square -foot panel antennas centered at the 65 -foot height. The project site is located at the top of Bloomer Hill, northwest of Berry Creek, on property zoned TPZ-160 (Timber Preserve Zone - 160 acre parcels). PERMIT REQUIREMENTS: Approval for a communication. facility subject to the following requirements: 1. The new antennas shall be painted to match the color of the existing antennas and tower. 2. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. 3. The installation of any Facility shall comply with all applicable building and electrical codes. 4. No advertising or display is permitted on any Facility. 5. All Facilities shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 6. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 7. All Facilities must fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facilities.* If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities into compliance with such revised standards and regulations within ninety,(90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 8. No Facility or combination of Facilities shall generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 9. If it is found that Facilities are or will be detrimental to the health, safety, or welfare of persons working or residing near such facilities, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facilities. In no case shall a Facility remain in operation if it is found to create a hazard to health, safety, and welfare. A Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. 10. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 11. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 12. Facilities shall be secured at all times to prevent access by the public. 1.3. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 14. The project site .shall be developed in accordance with the approved project- site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit A" and date-stamped July 3, 2001, and is incorporated herein by this reference. FINDINGS: 1. The project is Categorically Exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. 2. The project will not have a significant impact on the environment because: a. The proposed antennas will not create an aesthetic impact. b. The radio-frequency power densities from the proposed antennas will be within FCC standards. C. The existing tower is capable of supporting the proposed antennas. d. The proposed antennas will not create any light, emissions, noise, or significant amounts of vehicle traffic. e. The proposed antennas will be replacing existing antennas on the same communications tower. f. The project site is located in an antenna farm. g. The TPZ-160 allows wireless communications facilities located in an antenna farm with an Administrative Permit. Permittee Signature . Date M.A. Meleka, Principal Planner Date T AWireless • Base Station Site N04004 Bloomer Mountain • Berry Creek, California Statement of Hammett & Edison, Inc., Consulting Engineers The firm of Hammett & Edison, Inc., Consulting Engineers, has been retained by AT&T Wireless, a cellular telecommunications carrier, to evaluate proposed modifications to an existing base station located at Bloomer Mountain in Berry Creek, California (Site No. C004), for compliance with appropriate guidelines limiting human exposure to radio frequency electromagnetic fields. Prevailing Exposure Standards The U.S. Congress requires that the Federal Communications Commission ("FCC") evaluate its actions for possible significant impact on the environment. In Docket 93-62, effective October 15, 1997, the FCC adopted the human exposure limits for field strength and power density recommended in Report No. 86, "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields," published in 1986 by the Congressionally chartered National Council on Radiation Protection and Measurements ("NCRP"). A summary of the exposure limits contained in NCRP-86 is shown in Figure 1. Separate limits apply for occupational and public exposure conditions, with the latter limits generally five times more restrictive. The more recent Institute of Electrical and Electronics Engineers ("IEEE") Standard C95.1-1999, "Safety Levels with Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 3 kHz to 300 GHz," includes Pearly identical exposure limits. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. The most restrictive thresholds for exposures of unlimited duration to radio frequency ("RF") energy for several personal wireless services are as follows: Wireless Telecommunications Service Apnrox. Freauenc Personal Communication ("PCS") 1,950 MHz Paging Services 900 Cellular Telephone 870 Specialized Mobile Radio 855 [most restrictive frequency range] 30-300 Occupational Limit Public Limit 5.00 mW/cm2 1.00 mW/cm2 3.00 0.60 2.90 0.58 2.85 0.57 1.00 0.20 General Facility Requirements Base stations typically consist of two distinct parts: the electronic transceivers (also called "radios" or "cabinets") that are connected to the traditional wired telephone lines, and the passive antennas that send the wireless signals created by the radios out to be received by individual subscriber units. The transceivers are often located at ground level and are connected to the antennas by coaxial cables about 1 inch thick. Because of the short wavelength of the frequencies assigned by the FCC for wireless services, the antennas require line -of -sight paths for HEHAMMETT & EDISON, INC. CONSULTING ENGINEERS SAN FRANCISCO 010705-CO04 Page 1 of 3 AWireless • Base Station Site N04@004 Bloomer Mountain • Berry Creek, California their signals to propagate well and so are installed at some height above ground. The antennas are designed to concentrate their energy toward the horizon, with very little energy wasted toward the sky or the ground. Along with the low power of such facilities, this means that it is generally not possible for exposure conditions to approach the maximum permissible exposure limits without being physically very near the antennas. Computer Modeling Method The FCC provides direction for determining compliance in its Office of Engineering and Technology Bulletin No. 65, "Evaluating Compliance with FCC -Specified Guidelines for Human Exposure to Radio Frequency Radiation," dated August 1997. Figure 2 attached describes the calculation methodology, which reflects the fact that the power level from an energy source decreases with the square of the distance from the source (the "inverse square law"). The computerized technique for modeling particular sites is also described, and the conservative nature of this method for evaluating expected exposure conditions has been verified by numerous field tests. Site and Facility Description Based upon information provided by AT&T, it is proposed to mount six Allgon Model 7130.16.33.00 directional panel antennas in place of three Allen Telecom Model DB586T6 omnidirectional antennas on top of the lattice tower at Bloomer Mountain in Berry Creek, California. The antennas would be mounted at an effective height of about 65 feet above ground and would be oriented in pairs towards 70°T, 190°T, and 300°T. The maximum effective radiated power in any direction would be 550 watts, representing 22 channels operating simultaneously at 25 watts each. Study Results The maximum ambient RF level at any ground -level location due to the proposed AT&T operation by itself is calculated to be 0.00093 mW/cm2, which is 0.16% of the applicable public exposure limit. It should be noted that this result includes several "worst-case" assumptions and therefore is expected to overstate actual power density levels from the AT&T operation. No Recommended Mitigation Measures Due to their mounting location on a tall pole, the AT&T antennas are not accessible to the general public, and so no mitigation measures are necessary to comply with the FCC public exposure guidelines. HAMMETT & EDISON, INC. 010705-CO04 CONSULTING ENGINEERS HESAN FRANCISCO Page 2 of 3 AWireless - Base Station Site NoQb04 Bloomer Mountain - Berry Creek, California It is presumed that AT&T will, as an FCC licensee, take adequate steps to ensure that. its employees or contractors comply with FCC occupational exposure guidelines whenever work is required near the antennas themselves. Conclusion Based on the information and analysis above, it is the undersigned's professional opinion that the AT&T Wireless base station at Bloomer Mountain in Berry Creek, California, will continue to comply with the prevailing standards for limiting public exposure to radio frequency energy and, therefore, does not for this reason cause a significant impact on the environment. The highest calculated level in publicly accessible areas is much less than the prevailing standards allow for exposures of unlimited duration. This finding is consistent with measurements of actual exposure conditions taken at other operating base stations. Authorship The undersigned author of this statement is a qualified Professional Engineer, holding California Registration Nos. E-13026 and M-20676, expiring June 30, 2005. This work has been carried out by him or under his direction, and all statements are true and correct of his own knowledge except, where noted, when data has been supplied by others, which data he believes to be correct. Q�OFESS/p — (� � j E-13026 William F. Ha ett, P.E. 3 �J`� Z July 12, 2001 c) M-20676 Ln C Exp.B^30.05 C AN�GP� dt��Q HAMMETT & EDISON, INC. CONSULTING ENGINEERS HESANOlO%OS-COO4 FRANCISCO Page 3 of 3 National funcil on Radiation Protection ankeasurements Report No. 86 (Published 1.986) "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields" Radio Frequency Protection Guide Frequency Electromagnetic Fields Applicable Electric Magnetic Equivalent Far -Field Range Field Strength Field Strength Power Density (MHz) (V/m) (A/m) (mW/cm2) 0.3-1.34 614 614 1.63 1.63 100 100 1.34-3.0 614 823.8/f 1.63 2.19/f 100 1801P 3.0-30 1842/f 823.8/f 4.89/f 2.19/f 900/f2 1801P 30-300 61.4 27.5 0.163 0.0729 1.0 0.2 300'– 1,500 3.54 1.59✓T JV106 J7238 f/300 f/1500 1,500 – 100,000 137 61.4 0.364 0.163 5.0 1.0 Note: f is frequency of emission, in MHz. 1000 Power 100 Density 10 (mW/Cm2) 1 0.1 Contact 1000 Current (mA) 100 0.1 Occupational Exposure Public Exposure — — — 1 10 100 103 104 .105 Frequency (MHz) Contact Currents (mA) 200 200 200 no limit no limit no limit HAMMETT & EDISON, INC. NCRP-86 Standard HE' CONSULTING ENGINEERS Figure 1 SAN FRANCISCO ,. RFOGROUNDTm Calculation Methollogy Determination by Computer of Compliance with Human Exposure Limitations The U.S. Congress requires that the Federal Communications Commission ("FCC") evaluate its actions for possible significant impact on the environment. In Docket 93-62, effective October 15, 1997, the FCC adopted the human exposure limits for field strength and power density recommended in Report No. 86, "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields," published in 1986 by the Congressionally chartered National Council on Radiation Protection and Measurements ("NCRP"). Separate limits apply for occupational and public exposure conditions, with the latter limits generally five times more restrictive. The more recent Institute of Electrical and Electronics Engineers ("IEEE") Standard C95.1-1999, "Safety Levels with Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 3 kHz to 300 GHz," includes nearly identical exposure limits. These limits apply for continuous exposures from all sources and are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health. Higher levels are allowed for short periods of time, such. that total exposure levels averaged over six or thirty minutes, for occupational or public settings, respectively, do not exceed the limits. The FCC Office of Engineering and Technology Bulletin No. 65 (August 1997) gives the formula for calculating power density from an individual radiation source: power density S _ 2.56 x 1.64 x 100 x RFF2 x [VERP + AERP], , in mW/cm2, where VERP = 0.4 x total peak visual ERP (all polarizations), in kilowatts for NTSC, = average power (all polarizations), in kilowatts for DTV, AERP = total aural ERP (all polarizations), in kilowatts, RFF = relative field factor at the direction to the actual point of calculation, and D = distance from the center of radiation to the point of calculation, in meters. The factor of 2.56 accounts for the increase in power density due to ground reflection, assuming a reflection coefficient of 1.6 (1.6 x 1.6 = 2.56). The factor of 1.64 is the gain of a half -wave dipole relative to an isotropic radiator. The factor of 0.4 converts NTSC peak visual ERP to an average RMS value; for FM, cellular, and PCS stations, of course, the value of VERP is zero. The factor of 100 in the numerator converts to the desired units of power density. This formula has been built into a computer program by Hammett & Edison that calculates, at each location on an arbitrary rectangular grid, the total expected power density from any number of individual radiation sources. The program also allows for the description of the actual terrain at the site to obtain more accurate projections. HAMMETT & EDISON, INC. CONSULTING ENGINEERS HESAN FRANCISCO � ECCE E JUL f 8 2001 BUTTE COUNTY ethodology PLANNING DIVISION Figure 2 Tel: (541) 582-8074 July 12, 2001 *kVIDSON ENGINEEROG CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, Oregon 97537 Fax: (541) 582-0072 E-mail: wdavidson@tower-structures.com Mr. Ken Taylor AT&T WIRELESS SERVICES 2729 Prospect Park, 1st Floor Rancho Cordova, California 95670 D r c�EadE JUL 18 20:01]D BUTTE COUNTY PLANNING DIVISION Re: Rigorous Structural Analysis of (Existing) 140 Foot Tall Self -Supporting Communications Tower - FCC RegNum unknown Location: Lat: N 390 39' 03" W 1210 27' 46.9" Bloomer Mountain Site, near Berry Creek, Butte County, CA Tower Manufacturer: UNR-ROHM MANUFACTURING AT&T Wireless Site: Bloomer Mtn. Site, Berry Creek, CA (AT&T Site Number C004) DE Project No. 410-01 Dear Mr. Taylor: At your request, DAVIDSON ENGINEERING (DE) has completed a rigorous structural analysis of the subject tower for the addition of 12 each ALLGON 7130.16 panel antennas with 12 each 1-5/8"� feed lines at +65 feet AGL. The antennas will be mounted on a new full sector 360 degree antenna mount. The new antennas and feed lines will be owned and operated by AT&T WIRELESS SERVICES. ' Also presented in the associated calculations is a description of the as -built tower construction, applicable design criteria, and the results of the self-supporting tower and foundation analysis. EXISTING TOWER CONSTRUCTION DOCUMENTATION DE is in receipt of the original tower design and construction documentation prepared by UNR-ROHM MANUFACTURING. The documentation is dated 29 September 1994. The as -built construction documentation describes the tower member sizes and material types. It also describes the original foundation mat/pier construction used for support of the tower, including concrete strength and reinforcing steel. No site visit or structure observation was performed within the scope of services provided by DE. DE is in receipt of digital images (photographs) of the existing tower construction and currently supported antenna and other ancillary equipment. These digital images clarified the existing antennas currently supported by the tower as well as clarifying the quantity of waveguide and climbing ladders located on the tower which are at variance with the original tower design documentation. Ir .- Mr. Ken Taylor - AT&T WIRELEAVICES • page 2 - 07/12/01 DESIGN CRITERIA Please refer to Section 1604 of the 1997 Uniform Building Code. The 1997 UBC defines EIA 222- F as a `recognized' design standard. Therefore, for purposes of this structural analysis and review, the applicable wind load design standard is EIA 222-F, dated June 1996. The tower strength design was founded on an 80 MPH basic wind speed without radial icing. Exposure category `C' (open, flat terrain and grasslands) , is conservatively assumed and implicit within EIA 222-F. Also implicit within EIA 222-F is a structural importance factor, I, of 1.00. Tower displacements (twist and sway) are applicable to the currently existing 4 and 8 foot diameter microwave antennas mounted on the tower. The addition of the newly proposed cellular antennas may potentially impact the performance of the microwave antennas. This potential impact is discussed below within the body of this letter. The AISC `Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design, Ninth Edition 1989' served as the structural steel design criteria. PURPOSE OF ANALYSIS This report and the associated structural analysis were prepared for the purpose of adding a total of 12 each ALLGON 7130.16 panel antennas and their feed lines to the tower. This equipment is in addition to certain other existing communications equipment and their feed lines. The total supported equipment configuration included in the self-supporting tower structural analysis is described as follows: Elevation Description Feed Line Notes 142' 3 ea DB586 3 ea 1-5/8"� AT&T Wireless 112' 1 ea 4 foot HP MW dish 1 ea EW63 w/ planar radome 106' 1 ea 4 foot HP MW dish 1 ea EW63 w/ planar radome 97.5' 1 ea 8 foot Std MW dish 1 ea EW63 w/ molded radome 85' 1 ea 8 foot Std MW dish 1 ea EW63 w/ molded radome 80' 1 ea 8 foot HP MW dish 1 ea EW63 w/ planar radome 65' 12 ea Allgon 1730.16 12 ea 1-5/8"� AT&T Wireless 0' - 140' 1 ea fixed climbing ladder 0' - 140' 1 ea fixed waveguide ladder Antenna mount wind and dead loads were also included for each of the listed antennas. RESULTS OF ANALYSIS Calculations indicate that the existing vertical and lateral force -resisting structural members, connections, and the tower's supporting foundation each have sufficient calculated strength capacity to accommodate the proposed antenna and mount addition based on the stated design criteria (EIA 222-F; 80 MPH basic wind speed). Calculations further indicate that the near vertical tower legs will have strength residual values between 4% and 114% after the ALLGON antennas are added to the structure. Calculations also indicate that most of the X -braced tower web diagonal members will have strength residuals between 42% and 149%. The foundation will possess a minimum residual capacity of approximately 21 %. Mr. Ken Taylor - AT&T W[RELEAv[CES page 3 - 07/12/01 RESULTS OF ANALYSIS (cont'd) Calculations also indicate that the structure possesses adequate structural stiffness for the support of the existing microwave antennas. The maximum calculated rotation at the uppermost 8 foot diameter Standard MW dish location (about either the vertical or two horizontal axes) is about 0.282 degrees at an EIA 222-F specified displacement wind load of 50 MPH basic wind speed. Additionally, displacements are limited to a maximum of about 0.723 degrees about any axis even at the EIA strength design wind load of 80 MPH basic wind speed. AT&T WIRELESS SERVICES should independently verify with the antenna manufacturer that the foregoing maximum axial rotations are acceptable for maintaining the communications path of the microwave antennas. RECOMMENDATIONS AND CONCLUSIONS Calculations indicate that after the newly proposed full sector antenna mount and 12 each ALLGON 7130.16 panel antennas are mounted at the 65 foot elevation AGL, the tower will continue to possess adequate strength residuals for potential future antenna and feed line additions. The limiting factor appears to be the capacity of certain vertical leg members which may potentially be stiffened at some time in the future. It is recommended that AT&T WIRELESS SERVICES proceed with the proposed 12 each ALLGON antenna, full sector antenna mount, and feed line installations at the +65 level at their earliest convenience. AT&T WIRELESS SERVICES should independently verify with the microwave antenna manufacturer that a maximum 0.282 degree rotation about any axis under the influence of an EIA 222-F specified wind load of 50 MPH basic wind speed is acceptable for maintaining communication path of the standard microwave antenna mounted at the approximate +97.5 foot elevations AGL or below. DOCUMENTATION AND P.E. STAMP Five copies of abridged engineering calculations are supplied herewith. A full engineering package including a digital computer model will be permanently maintained by DE. The calculations provided herewith bear the stamp and 'wet signature' of D. Wayne Davidson, a Registered Civil Engineer in the state of California. Mr. Davidson is a registered .Professional Structural Engineer in the state of Oregon and also possesses civil engineering registration in the states of Idaho, Wyoming and Wisconsin, and has a NCEES Council Record established and maintained with the National Council of Examiners for Engineering and Surveying. Mr. Davidson has specialized in the structural engineering and design/review of guyed and self- supporting communication towers for approximately 20 years. DE maintains full and complete records of each analysis in permanent archive. In the event that re -analysis of the structure is required at some future date, a reasonably fast and economical review of the structure can be provided. A complete set of `hard -copy' type -written engineering documents are maintained in DE's engineering archive as well as digital engineering files that may be quickly accessed. CSC TEDDS V4.0 and Multiframe4D® V7.51 were utilized for this project. v• Mr. Ken Taylor - AT&T WIRELEARVICES page 4 - 07/12/01 DISCLAIMER AND LIMITATION OF LIABILITY This report and the associated structural analysis have been prepared with that degree of care and expertise normally consistent with generally accepted principles of engineering as exercised in the state of California by a professional engineering practice that possesses significant experience in the design and specification of guyed and self-supporting communication tower structures. No other warranty is expressed or implied D. WAYNE DAVIDSON, doing business as DAVIDSON ENGINEERING (a sole proprietorship), shall not be held liable for consequential or incidental damages arising from defects in the tower's original design, subsequent design modifications, nor defects in material, workmanship, fabrication, or erection. DAVIDSON ENGINEERING's total liability, if any, shall be limited to the actual fees paid by AT&T WIRELESS SERVICES (or its affiliates) in consideration of the engineering services performed herein. It is understood that no field inspections were offered or performed within the scope of this project and that no warranty is made with regard to material. suitability or fitness of purpose of the tower structure. It has been a great pleasure to be of service in this regard. I may be reached directly by phone at (541) 582-8074 for any questions or comments about this report, or I may alternatively be reached by e-mail at: `wdavidson@tower-structures.com'. Sincerely, D. Wayne Davidson, P.E. DAVIDSON E N G I N E E RI 'near CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower -- Bloomer MountailW.e Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 1 Rogue River, OR 97537 Calc. by Date Lat: N 39-39.03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL CALCULATIONS CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED ' EXPOSURE: TYPE 'C' (' OPEN TERRAIN IMPLICIT ) ORDINARY STRUCTURE'( I = 1.00 IMPLICIT ) ICING: NONE ADD ANTENNAS 12 EACH ALLGON 7130.16 CELLULAR PANELS WITH 12 EA 1-5/8" FEED LINES @ +65 FT AGL (2 CURRENT & 2 FUTURE EACH OF 3 SECTORS) ON NEW FULL SECTOR MOUNT EXISTING.ANTENNAS AND EQUIPMENT 3 EACH DB586 w/ 3 EA 1-5/8" FEED LINES @ +142 FT AGL 4 FT DIAMETER MW DISH W/ PLANAR RADOME AND EW63 FEED LINE @ +112' AGL 4 FT DIAMETER MW DISH W/ PLANAR RADOME AND EW63 FEED LINE @ +106' AGL 8 FT DIAMETER MW DISH W/ MOLDED RADOME AND EW63 FEED LINE @ +97.5' AGL 8 FT DIAMETER MW DISH W/ MOLDED RADOME AND EW63 FEED LINE @ +85' AGL 8 FT DIAMETER MW DISH W/ PLANAR RADOME AND EW63 FEED LINE @ +80' AGL 1 EACH WAVEGUIDE LADDER FULL HEIGHT OF TOWER 1 EACH CLIMBING -LADDER WITH SAFETT CLIMB FULL HEIGHT OF TOWER DAVIDSON ENGINEERINW CIVIL/ STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com CALCULATIONS Project: Review (Existing) 140 foot tall self-support inngular communications tower -- Bloomer Mountai near Berry Creek, Butte County, CA Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Tower Owner: AT&T WIRELESS SERVICES Calc. by Date Lat: N 39-39-03 DWD 10 -July -2001 Lon: W 121-27-46.9 Site Elev. 2982ft AMSL CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ORDINARY STRUCTURE (I = 1.00 IMPLICIT ICING: NONE Total Structure Height; h = 140 ft Wind Velocity; V = 80; (MPH) ;Stagnation Pressure; q = .00256 Of / ft3 x V2 = 16.3840 Ibf / ftz ; ; Radial Icing; R = 0.0 in ; ;Gust Response Factor; G„ = 0.65 + 0.60 / (h / 33 ft) "r = 1.1381; TOWER WIND FORCES + ; TOWER WIND LOADS AlO.O' TO +20' AGL; (; TOpwidth = 177.25 in; 0 Basewidth = 201.25 in; 0) ;Leg Diameter; Diegi = 5.5625 in ; Projected Leg Area; Alegi = 2 x 20 ft x Diegi / 12 = 18.542f? ; Diag Width; DWdiagi = 3.00 in; Projected Diag Area; Adiagi = 2 x (219.041 + 208.937) x DWdiagi / 144 = 17.832 ft2 Project Number 410-01 Sheet Number 2 AT&T Site Number F8CACH.CS01-0004 use avg; z = 33 ft R AR = Alegi = 18.5417 ft2 ; ;AF = Adiagi = 17.8324 ft2 ; ; AG = 20 It x ( (Topwidth + Basewidth) /2 + Diegi ) / 12 = 324.688 ft2; Solidity Ratio; E = (AR + AF) /AG = 0.1120 ; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x E +3.4 = 2.9161; DR = DF = 1.0 = 1-0000; ; RR = 0.51 x (E) 2 + 0.57 = 0.5764; AE = AF x DF + AR x DR x RR = 28.5198 ft2; ;Kz = (z / 33 ft )2/7 = 1.0000; Wind Force on Tower Section 1; Fsectioni = q x Kz x GH x CF x AE = 1551 Ibf ; @ +0.0' to +20' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS Q +20' TO +40' AGL; (; Topwidth = 153.125 in; A Basewidth = 177.25 in; 0) ; use avg; z = 33 ft Leg Diameter; Diegi = 4.50 in ; Projected Leg Area; Alegi = 2 x 20 ft x Diegi / 12 = 15.000 ft2 ; Diag Width; DWdiagi = 2.50 in; Projected Diag Area; Adiagl = 2x (179.434 + 169.003 + 165.336) x DWdiagi / 144 = 17.839 ft2 AR = Alegi = 15.0000 ft2; ;AF = Adiegi = 17.8393 ft2; ;AG = 20 ft x ((Topwidth + Basewidtt) /2 + Diegi) / 12 = 282.813 ft2; Solidity Ratio; E = (AR + AF) / AG = 0.1161 ; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x E +3.4 = 2.9001'. ;DR = DF = 1.0 = 1-0000; ; RR = 0.51 x (E )2 +0.57 = 0.5769; ;AE = AF x DF + AR x DR x RR = 26.4925 ft2; ; Kz =� (,z 433 ft )217 = 1.0000; Wind Force on Tower Section 2; Fseaion2 = q x Kz x GH x W-; AE 1433 bf- @ +20' to +40' (Dead load of structure automatically computed by structural,analysis program)r+9`, zi It r DAVIDSON E N G I N E E RI CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower -- Bloomer MountaiIIIIII near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 3 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10-.1U1y-2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL TOWER WIND FORCES. (cont'd) TOWER WIND LOADS (di +40' TO +60' AGL; (; Topwidth = 128.625 in; 0 ; Basewidth = 153.125 in; 0) ; avg; z =- 50 ft Leg Diameter; Dlegf = 4.00 in ; Projected Leg Area; Alegi = 2 x 20 ftx Dleg1 / 12 = 13.333 ft2 Diag Width; DWdiagl = 2.50 in; Projected Diag Area; Adiagl = 2 x (157.812 + 147.415 + 144.245) x DWdiagl / 144 = 15.607 ft2 AR = Alegi = 13.3333 ft2 ; ;AF = Adiagl = 15.6067 ft2 AG = 20 ft x ( (Topwidth + Basewidth) /2 + Diegi) / 12 = 241.458 ft2,- ; 2; ; Solidity Ratio; e = (AR + AF) /AG = 0.1199 ; ; Structure Force Coefficient; CF = 3.4 x (e)2 - 4.7 x e + 3.4 = 2.8855; ;DR = DF = 1.0 = .1-0000; ; RR = 0.51 x (e)2 + 0.57 = 0.5773; AE = AF x DF + AR x DR x RR = 23.3044 ft2; ;Kz = (z / 33 ft )2(r = 1.1261; Wind Force on Tower Section 3, Fsection3 = q x Kz x GH x CF x AE = 1412 Ibf ; @ +40' to +60' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (ED +60' TO +80' AGL; (; Topwldth = 104. 25 in; A Basewidth = 128.625 in; 0) ; avg; z = 70 ft Leg Diameter; Dheg1 = 3.50 in ; Projected Leg Area; Alegi = 2 x 20 ft x Dlegi / 12 = 11.667 ft2 Diag Width; DWdiagl = 2.50 in; Projected Diag Area; Adiagl = 2 x (140.385 + 129.478 + 124.670) x DWdiagl / 144 = 13.699 ft2 ;AR = Alegi = 11.6667 ft2 ; ;AF = Adiagi = 13.6991 ft2 ; ; AG = 20 ft x ( (Topwidth + Basewidth) /2 + Diegi) / 12 = 199.688 ft2; Solidity Ratio; e = (AR + AF) /AG = 0.1270 ; Structure Force Coefficient, CF = 3.4 x (e)2 - 4.7 x e + 3.4 = 2.8578 ; ;DR = DF = 1.0 = 1.0000; ; RR = 0.51 x (e)2 + 0.57 = 0.5782; AE = AF x DF + AR x DR x RR = 20.4451 ft2; ;Kz = (z / 33 ft )2r7 = 1.2397; Wind Force on Tower Section 4; Fsection4 = q x Kz x GH x CF x AE = 1351 IV; @ +60' to +80' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (a) +80' TO +100' AGL; (; Topwidth = 78.5 in; A Basewidth = 104.25 in; 0) ; avg; z = 90 ft Leg Diameter; Dleg1 = 3.50 in ; Projected Leg Area; Alegi = 2 x 20 ft x Dleg1 / 12 = 11.667 ft2 ; Diag Width; DWdiagl = 2.00 in; Projected Diag Area; Adiagl = 2x (111.027 + 101.793 + 97.003 + 93.698) x DWdiagl / 144 = 11.209 ft2 ;AR = Alegi = 11.6667 ft2; ;AF = Adiagi = 11:2089 ft2 ; AG = 20 ft x ( (Topwidth + Basewidth) /2 + Dlegi) / 12 = 158.125 ft2; ; Solidity Ratio; e = (AR + AF) /AG = 0.1447 ; ;Structure Force Coefficient; CF = 3.4x(E) 2 - 4.7 x e +3.4 = 2.7912; ;DR = DF = 1.0 = 1-0000; ; RR = 0.51 x (e )2 +0.57 = 0.5807; ;AE = AF x DF + AR x DR x RR = 17.9834 ft2; ;Kz = (z / 33 ft )2/7 = 1.3320; Wind Force on Tower Section 5, Fsection5 = q x Kz x GH x CF x AE = 1247 Ibf ; @ +80' to +100' (Dead load of structure automatically computed by structural analysis program) DAVIDSON ENGINEER* CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower -- Bloomer Mountae near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 4 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27.46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL TOWER WIND FORCES (cont'd) TOWER WIND LOADS (Qi +100' TO +120' AGL; (; Topwidth = 78.50 in; A Basewidth = 78.50 in; 0) ; avg; z = 110 ft Leg Diameter; Dlegi = 3.50 in ; Projected Leg Area; Alegi = 2 x 20 ftx Dlegt / 12 = 11.667 ft2 ; Diag Width; DWdiagt = 1.75 in; Projected Diag Area; Adiagl = 2x (87.245 x 2 + 84.522 x 3) x DWdiagt / 144 = 10.404 ft2 ; AR = Alegi = 11.6667 ft2; ; AF = Adiagl = 10.4041 ft2; ; AG = 20 ft x ((Topwidth + Basewidttd 12 + Dlegi) / 12 = 136.667 ft2; ;Solidity Ratio; s = (AR + AF) /AG = 0.1615 ; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x s + 3.4 = 2.7297; DR = DF = 1.0 = 1.0000; ; RR = 0.51 x (6)2 +0.57 = 0.5833; AE = AF x DF + AR x DR x RR = 17.2093 ft2; ; Kz = (z / 33 ft )2" = 1.4106; ;Wind Force on Tower Section 6; Fsection6 = q x Kz x GH x CF x AE = 1236 lbf ; @ +100' to +120' ; (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (Qi +120' TO +140' AGL; (; Topwidth = 78.50 in; 0 Basewidth = 78.50 in; A) ; avg; z = 130 ft Leg Diameter; Dlegt = 3.50 in ; Projected Leg Area; Alegi = 2 x 20 ftx Dleg1 / 12 = 11.667 ft2 ; Diag Width; DWdiagt = 1.75 in; Projected Diag Area; Adiagl = 2x (87.245 x 2 + 84.522 x 3) x DWdiagt / 144 = 10.404 ft2 ;AR = Alegi = 11.6667 ft2 ; ;AF = Adiagl = 10.4041 ft2 ; ; AG = 20 ft x ( (Topwidrh + Basewidth) / 2 + Dlegt ) / 12 = 136.667 ft2; ; SolidityRatio; e = (AR + AF) /AG = 0.1615 ; ; Structure Force Coefficient; CF = 3.4 x (e)2 - 4.7 x E + 3.4 = 2.7297; ;DR = DF = 1.0 = 1-0000; ; RR = 0.51 x (e)2 +0.57 = 0.5833; AE = AF x DF + AR x DR x RR = 17.2093 ft2; ; Kz = (z / 33 ft) 2r7 = 1.4795; Wind Force on Tower Section 7, Fsection7 = q x Kz x GH x CF x AE = 1296 lbf ; @ +120' to +140' (Dead load of structure automatically computed by structural analysis program) DAVIDSON E NG I N E E RI CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower - Bloomer Mounta near Berry Creek, Butte County, CA Project Number 410-01 , Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES @ +60' to +80'; Kz = (70 ft / 33 ft)2 = 1.2397; Rogue River, OR 97537 @ +80' to +100, Kz = (90 ft / 33 ft)217 = 1.3320: 5 Calc. by Date ; @ +120' to +140', Kz = (130 ft / 33 ft)27 = 1.4795; Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072. DWD 10-July-2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL TOWER WIND FORCES (cont'd) Linear Appurtenance Wind and Dead Loads Feed Line Forces EW63 elliptical waveguide Wind and Dead Load ; Kz = (z/33 h)2/7 , DL = 0.50 Ibf/ ft,* 2.01x1.16 in elliptical Waveguide; Use average diameter of; D = (2.01+1.16)/2 = 1.5S in; Feed Line Force Coefficient; CA = 1.2; q = 16.3840 Kz = (33 ft / 33 ft)217 = 1.0000: Wind Force on Feed; wfeed = q x Kz x GH x CA x D / 12 = 2.9554 /bf/ft; x KZ @ +0.0' to +20, Kz = (33 ft / 33 ft)2 = 1.0000; Wfeedf = q x Kz x GH x CA x D / 12 = 2.96 lbf/ft, (per feed line); @ +20' to +40',• Kz = (33 ft / 33 ft)?J7 = 1.0000; wfeed2 = q x Kz x GH x CA x D / 12 = 2.96 /bf/ft,. , @ +40' to +60'; Kz = (50 ft / 33 ft)217 = 1.1261; wfeed3 = q x Kz x GH x CA x D / 12 = 3.33 Ibf/ft; , @ +60' to +80'; Kz = (70 ft / 33 ft)2 = 1.2397; wfeed4 q x Kz x GH x CA x D / 12 = 3.66 Ibf/ft; @ +80' to +100, Kz = (90 ft / 33 ft)217 = 1.3320: Wfeed5 = q x Kz x GH x CA x D / 12 = 3.94 /bf/ft ; @ +100' to +120'; Kz = (110 ft / 33 ft)27 = 1.4106: Wfeeds = q x Kz x GH x CA x D / 12 = 4.17 /bf/ft, ; , ; @ +120' to +140', Kz = (130 ft / 33 ft)27 = 1.4795; wfeed? = q x Kz x GH x CA x D / 12 = 4.37 /bf/ft, ; , 1-5/8" � coax Wind and Dead Load ; Kz = (z/33 ft)' ; DL = 1.00 IN / ft,- ;Feed , ;Feed Line Coefficient; CA = 1.2; q = 16.3840 ;Kz = (33 ft / 33 ft)217 = 1.0000; ; Wind Force on Feed; wfeed = q x Kz x GH x CA x 1.98 in / 12 = 3.6920 lbf/f,. x KZ ; @ +0.0' to +20'; Kz = (33 ft / 33 ft)2/7 = 1.0000; wfeedto = q x Kz x GH x CA x 1.98 in / 12 = 3.69 lbf/ft, (per feed line) ; @ +20' to +40'; Kz = (33 ft / 33 ft)217 = 1.0000; Wfeedt f = q x Kz x GH x CA x 1.98 in / 12 = 3.69 /bf/ft, " ; @ +40' to +60'; Kz = (50 ft / 33 ft)217 = 1.1261; Wfeed12 = q x Kz x GH x CA x 1.98 in / 12 = 4.16 /bf/ft, " ; @ +60' to +80'; Kz = (70 ft / 33 ft)27 = 1.2397; Wteed13 = q x Kz x GH x CA x 1.98 in / 12 = 4.58 /bf/ft; ; " ; @ +80' to +100'; Kz = (90 ft / 33 ft)' = 1.3320; Wfeed14 = q x Kz x GH x CA x 1.98 in / 12 = 4.921bf/f,'; ; @ +100' to +120, Kz = (110 ft / 33 ft)2*7 = 1.4106; Wfeedl5 = q x KZ x GH x CA x 1.98 in / 12 = 5.21 lbf/ft, ; " ; @ +120' to +140'; Kz = (130 ft / 33 ft)217 = 1.4795; Wfeed16 = q x Kz x GH x CA x 1.98 in / 12 = 5.461bf/ft, ; " DAVIDSON ENGINEER10 CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-support�ngular communications tower -- Bloomer Mount near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 6 Rogue River, OR 97537 Calc. by Date WM6 = 1 x q x KZ x GH x CA x Awl = 17.51 /bf/ft, ; Lat: N 39-39-03 ww17 = 1 x q x KZ x GH x CA x Awl = 18.361bf/ft, ; AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Linear Appurtenance Wind and Dead Loads (cont'd) Climbing Ladder Wind and Dead Load KZ = (Z/33 ft)' ; DL = 7.50 lbf / ft, ;Aci = (2 x0.375 in+ 1.33 x 0.75 in) / 12 = 0.146; ft2/ft ; Climbing Ladder Force Coefficient, CA = 1.2; q = 16.3840 ; KZ = (33 ft / 33 ft)2n = 1.0000; Wind Force on Climbing Ladder; wd = q x KZ x GH x CA x AG = 3.25841bf/ft; x K: @ +0.0' to +20'; KZ = (33 ft / 33 ft)2 7 = 1.0000; wd1 = q x KZ x GH x CA x AG = 3.26 lbf/ft; @ +20' to +40'; KZ = (33 ft / 33 ft)2n = 1.0000; wd2 = q x KZ x GH x CA x Act = 3.26 lbf/f,- @ +40' to +60'; KZ = (50 It / 33 ft)2n = 1.1261; w03 = q x KZ x GH x CA x Acl = 3.67 lbf/ft; @ +60' to +80',- KZ = (70 It / 33 ft) 2 7 = 1.2397; wc14 = q x KZ x GH x CA x Aa = 4.04 lbffft, ; @ +80' to +100'; KZ = (90 ft / 33 ft)27 = 1.3320; wcr5 = q x KZ x GH x CA x Acr = 4.34 lbf/ft; ; @ +100' to +120'; KZ = (110 ft / 33 ft)217 = 1.4106; wc,6 = q x KZ x GH x CA x Aa = 4.60 lbf/fr, ; @ +120' to +140'; KZ = (130 ft / 33 ft)217 = 1.4795; wc17 = q x KZ x GH x CA x Aci = 1.82 lbf/ft, ; 1 each Waveguide Ladder Wind and Dead Load ; KZ = (Z/33 ft)27 , DL = 5.501bf / ft, ; AWi = (2 x 1.75 in + 0.625 x 1.50 in) / 12 = 0.370; ft2 / ft ; Climbing Ladder Force Coefficient; CA = 1.8; q = 16.3840 ; KZ = (33 ft / 33 ft) 2/7 = 1.0000; ;Wind Force on Climbing Ladder, wwr = 1 x q x KZ x GH x CA x Awl = 12.41151bf/ft; x K ; @ +0.0' to +20'; KZ = (33 ft / 33 ft)2rr = 1.0000; w,vrr = 1 x q x KZ x GH x CA x Awi = 12.41 lbf/ft, ; @ +20' to +40'; KZ = (33 ft / 33 ft)2rr = 1.0000: ww12 = 1 x q x KZ x GH x CA x Awl = 12.41 /bf/ft; ; @ +40' to +60 , KZ = (50 ft / 33 ft)2n = 1.1261; ww13 = 1 x q x KZ x GH x CA x Awl = 13.981bf/ft, ; @ +60' to +80'; KZ = (70 ft / 33 ft)2i7 = 1.2397; ww14 = 1 x q x KZ x GH x CA x Awi = 15.39 /bf/ft, ; ; @ +80' to +100'; KZ = (90 ft / 33 ft)2rr = 1.3320; wwt5 = 1 x q x KZ x GH x CA x Awl = 16.53 /bf/ft, ; ; @ +100' to +120'; KZ = (110 ft / 33 ft)2n = 1.4106; WM6 = 1 x q x KZ x GH x CA x Awl = 17.51 /bf/ft, ; ; @ +120' to +140, KZ = (130 ft / 33 ft)2rr = 1.4795; ww17 = 1 x q x KZ x GH x CA x Awl = 18.361bf/ft, ; DAVIDSON E N G I N E E RI O CIVIL / STRUCTURAL' ENG INEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower =- Bloomer Mountal e near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 7 Calc. by Date N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001: TLat: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Elev. 2982ft AMSL Discrete Appurtenance Wind and Dead Loads (Existing) AMPS Platform Mount (a) +142 ft AGL Wind and Dead Load Kz = ( 142 1330' )' = 1.5173 Ibf ; Area of Mount flats on one face; AFMNT = (2 x 2.00 in x 150 in + 5.00 in x 150 in + 2 x 62.00 in x 3.00 in) /144 = 11.96 ft2 ;Addition for expanded metal grating wind exposure; AFMNT = 11.96 ft2 ; Area of Mount rounds on one face; ARMNT = (7 x 2.815 in x 60 in) /144 = 8.39 ft2 ; Weight of Mounts on 3 faces; DLMNT = 19151bf ; (dead load of mounting frame automatically calculated and included in DL by analysis program) ; Mount Force Coefficient; CA = 1•.80 x (1.2 x 8.39 + 1.8 x 23.92) / (8.39 + 23.92) = 2.9596 ; (from tower force coefficient calculation) ; q = 16.3840; Wind Force on Mount; PMNT = q x Kz x GH x CA x (2 x AFMNT + ARMNT) = 2705 Ibf (Existing) 3 each DB586 with 3 ea 1-5/8" � feed lines Cal +146.5 ft AGL Kz = ( 146.5/33 1330 217 = 1.53091bf ; DL = 3 x 8 = 24 Ibf ; ( for all 4 antennas) Antenna Area ; AANT = 1.50 in x 4.38 ft x 3 / 12 = 1.64 ft2; ( for all 3 antennas) Antenna Force Coefficient, CA = L.2; ( for cylindrical shape); q = 16.3840 Antenna Force ; PANT = q x Kz x GH x CA x AANT = 56 Ibf ; ( for all 3 antennas) (Existing) 4 ft diam HP MW dish w/ planar radome A +112 ft AGL Wind and Dead Load From published data on page 137 of Andrew Catalog 35; wind approach angle at 0 degrees; maximum Dish Force @ 125 MPH; F125 = 640 Ibf, Force at 80 MPH; F80 = F125,,(80'1 1252) = 262 Ibf,• ; modified by height coefficient and gust response factors; Kz = (112 ft / 33 ft)27 = 1.4178; GH = 1.1381; Wind Force on Dish; Fdish = Kz x GH x Fso = 423 /bf ; @+112' ;Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x (1.8 x 8.5 ftx 3 in + 1.2 x 3 ft x 4.0 in) / 12 = 1331bf ; @ +112' AGL ;Total wind force applied at +112' AGL ; FTot = Fdish + Fmnt = 5561bf,• ; @ +112' AGL ; MW Dish DL ; DLMw = 170 Ibf,• (4 ft HP MW dish with planar radome) (Existing) 4 ft diam HP MW dish w/ planar radome (a) +106 ft AGL Wind and Dead Load From published data on page 137 of Andrew Catalog 35; wind approach angle at 0 degrees; maximum Dish Force @ 125 MPH; F125 = 640 Ibf, Force at 80 MPH; F8o = F125 x (802 / 1252) = 262 Ibf,• ; modified by height coefficient and gust response factors; Kz = (106 ft / 33 ft)2rr = 1.3957; GH = 1.1381; ; Wind Force on Dish; Fdish = Kz x GH x F8o = 4161bf; @+106' ; Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x (1.8 x 8.5 ft x 3 in + 1.2 x 3 ft x 4.0 in) / 12 = 131 Ibf ; @ +112' AGL ; Total wind force applied at +106' AGL ; FTot = Fdish + Fmnt = 5471bf,• ; @ +106' AGL MW Dish DL ; DLMw = 170 Ibf,• (4 ft HP MW dish with planar radome) DAVIDSON ENGINEER I IS CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-suppoliangular communications tower -- Bloomer Mounqrite near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 8 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Discrete Appurtenance Wind and Dead Loads (Existing) 8 ft diam Std MW dish w/ molded radome 0) +97.5 ft AGL Wind and Dead Load ; From published data on page 137 of Andrew Catalog 35; wind approach angle at 0 degrees; ; maximum Dish Force @ 125 MPH, F125 = 1790 lbf, Force at 80 MPH; F8o = F125 x (802 / 1252) = 733 lbf,- ; modified by height coefficient and gust response factors; Kz = (97.5 ft/33 ft)27 = 1.3628; GH = 1.1381; ; Wind Force on Dish; Fdish = Kz x GH x Feo = 11371bf ; @ +97.5' ; Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x (1.8 x 8.5 ft x 5 in + 1.2 x 4 ft x 4.0 in) / 12 = 2031bf ; @ +97.5' AGL ; Total wind force applied at +97.5' AGL ; Frot = Fdish + Fmnt = 1340 lbf,' @ +97.5' AGL ; MW Dish DL; DLMw = 304 lbf,- (8 ft Std MW with radome) (Existinal 8 ft diam Std MW dish w/ molded radome Cal +85 ft AGL Wind and Dead Load ; From published data on page 137 of Andrew Catalog 35; wind approach angle at 0 degrees, ; maximum Dish Force @ 125 MPH; F125 = 1790 lbf, Force at 80 MPH, F8o = F125 x (80'11252) = 733 lbf,- ;modified by height coefficient and gust response factors; Kz = (85 ft / 33 ft)217 = 1.3104; GH = 1.1381; ; Wind Force on Dish; Fdish = Kz x GH x F8o = 1093 /bf ; @+85, ; Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x (1.8 x 8.5 ft x 5 in + 1.2 x 4 ft x 4.0 in) / 12 = 195 lbf ; @ +85' AGL ; Total wind force applied at +85' AGL ; Frot = Fdish + Fmnt = 1288 lbf,- @ +85' AGL ; MW Dish DL ; DLMw = 304 lbf,- (8 ft Std MW with radome) (Existing) 8 ft diam HP MW dish w/ planar radome (a) +80 ft AGL Wind and Dead Load ; From published data on page 137 of Andrew Catalog 35; wind approach angle at 0 degrees; ; maximum Dish Force @ 125 MPH, F125 = 2560 lbf. Force at 80 MPH; F8o = F125 x (802 / 1252) = 10491bf,- ; modified by height coefficient and gust response factors; Kz = (80 ft / 33 ft)2/7 = 1.2879: GH = 1.1381: ; Wind Force on Dish; Fdish = Kz x GH x F80 = 15371bf ; @ +80' ; Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x (1.8 x 8.5 It x 4 in + 1.2 x 6 ft x 4.0 in) / 12 = 180 lbf ; @ +80' AGL ; Total wind force applied at +80' AGL ; Frot = Fdish + Fmnt = 1717 lbf. @ +80' A GL ; MW Dish DL ; DLMw = 470 Ibf,- (8 ft HP MW dish with planar radome) DAVIDSON E N G I N E E RI CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower — Bloomer Mountai e near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 9 Calc. by Date Lat: N 3939-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Discrete Appurtenance Wind and Dead Loads (cont'd) 12 each Allgon 7130.16 panel antennas with 12 ea 1-5/8"$ feed lines alb +65 ft AGL (Assume 2 current cellular & 2 future GSM antennas for a total of 12 antennas distributed equally to each of 3 sectors) ;Antenna Height; H = 52 in; Width; W = 11.4 in; Depth; D = 11.4 in; ; Antenna Weight; DLANT = 12 x 17 lbf = 2041bf ; ( for all antennas including mounts) ; ;Antenna Area per face; AANT = 4 x H x W 1144 = 16.47 ftz ; ; KZ = ( 65/33 ft)217 = 1.21371bf; ; q = 16.3840 ;Antenna Force Coefficient; CA = 1.8 x (1 + 2 x 0.5) =3.60; (for flat shape and 3 faces) Wind Force on Antennas; PANT = q x KZ x GH x CA x AANT = 1342 Ibf Antenna, Mount A) +65 ft AGL Wind and Dead Load ; KZ = (65 133ft)2rr = 1.21371bf; q = 16.3840 ; Area of Mount on one face; AMNT = 3.00 in x ( (24.0 + 52.0) x 4 + (12.00 x 4) x 4 )1144 = 10.33 ftz ; Weight of Mounts on 3 faces; DLMNT = 3 x 5.79 x ( (24.0 + 52.0) x 4 + (12.00 x 4) x 4) 112 = 718 Ibf ; (dead load of mounting frame automatically calculated and included in DL by analysis prograr,) Mount Force Coefficient, CA 3_2 ; Wind Force on Mount; PMNT = q x KZ x GH x CA x AMNT = 748 Ibf DAVIDSON E N G I N E E RI CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-suppo langular communications tower -- Bloomer Mounlite near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 10 Rogue River, OR 97537 Calc. by DateLat: = 3701bf; N 39-39-03 ; DL5 = 20 ft x ( 7.5 + 3 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) AT&T Site Number ; LA DL Force on Tower Section 6; @ +100' to +120'; Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 ; DL7 = 20 ft x ( 7.5 + 0 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 320 Ibf,• Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Total Linear Appurtenance Wind and Dead Loads LA Wind Loads ;LA Wind on Tower Section 1;@ +0.0' to +20'; F1 = 20 ft x (waif +5x wfeedl + 15 x wfeedl0 + 0 x Wfeed20 + WW„ + 0 x Wlcl) = 17171bf,- LA Wind on Tower Section 2; @ +20' to +40, F2 = 20 ft x (wcl2 + 5 x Wfeed2 + 15 x Wfeedll + 0 x Wfeed2l + Ww12 + 0 x ftl) = 17171bf,• LA Wind on Tower Section 3; @ +40' to +60'; ; F3 = 20 ft x ( wc/3 + 5 x wfeed3 + 15 x Wf6ed12 + 0 x Wfeed22 + Ww13 + 0 x W10) = 1933 Ibf LA Wind on Tower Section 4; @ +60' to +80'; ; F4 = 20 ft x ( Wd4 + 5 x Wfeed4 + 3 x Wfeed13 + 0 x Wfeed23 + Ww14 + 0 x W10) = 1030 Ibf,• LA Wind on Tower Section 5;@ +80' to +100'; ; F5 = 20 ft x (wcl5 + 3x wfeed5 + 3 x Wfeedl4 + 0 x Wfeed24 + Ww15 + 0 x W10) = 949 Ibf,• LA Wind on Tower Section 6; @ +100' to +120, ; F6 = 20 ft x (Wcl6 + 1.5 x Wfeed6 + 3 x wfeedl5 + 0 x Wfeed25 + Ww16 + 0 x W10) = 8801bf,• LA Wind on Tower Section 7; @ +120' to +140'; ; F7 = 20 ft x (wd7'+ Ox Wfeed7 + 3 x wfeedl6 + (O x wfeed26 + Wwn) + 0 x ft l) = 791 Ibf,• LA Dead Loads ; LA DL Force on Tower Section 1; @ +0.0' to +20'; ; DLI = 20 ft x (7.5 + 5 x 0.50+ 15 x 1.00 + 0 x 0.7 5 + 1 x 5.5 + Ox 1.5) = 610 Ibf; ; LA DL Force on Tower Section 2; @ +20' to +40, ; DL2 = 20 ft x ( 7.5 + 5 x 0.50 + 15 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 610 IN; ; LA DL Force on Tower Section 3; @ +40' to +60; ; DL3 = 20 ft x ( 7.5 + 5 x 0.50 + 15 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 610 Of; ; LA DL Force on Tower Section 4; @ +60' to +80'; ; DL4 = 20 ft x (7.5 + 5 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 3701bf; ; LA DL Force on Tower Section 5; @ +80' to +100, ; DL5 = 20 ft x ( 7.5 + 3 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 150 IN; ; LA DL Force on Tower Section 6; @ +100' to +120'; ; DL6 = 20 ft x ( 7.5 + 1.5 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 135 IN; ; LA DL Force on Tower Section 7; @ +120' to +140'; ; DL7 = 20 ft x ( 7.5 + 0 x 0.50 + 3 x 1.00 + 0 x 0.75 + 1 x 5.5 + 0 x 1.5) = 320 Ibf,• DAVIDSON E N G I N E E RI CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti gular communications tower -- Bloomer Mountai near Berry Creek, Butte County, CA Project Number 410-01 , Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 11 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL IT Tower Member Design Tower Leg Force Check la) +0.0' to +20' max; Pleg = 151.694 kips: max; Tleg = 138.181 kips; (Computer Model leg members: 7, 8, 9, 22, 23, 24) kL/r equals effective slenderness ratio: ESR L = 120.205 in; Dleg = 5.5625 in; T = 0.375 in; it = 3.141592654; E = 29500 ksi: Aleg = it x (Dleg2 — (Dleg — 2 x T)Z ) / 4 = 6.1114 int d = Dleg = 5.563 in; di = Dleg - 2 x T = 4.813 in; 1 = >r x (d4 - dt4) / 64 = 20.665 in4; ; ;ESR = (1.00 x L) / rleg 65.37 ;Cc=(2x;72xE/Fy)12 =107.92 ; Fa = ( 1— (ESR2 / (2xCo))) / ( (513 + 3xESR / (8xCc) — ESR3 / (8xCc3))) x Fy = 21.879 ksi ; Pallow = Fa x Aleg x 4/3 = 178.281 kips; > ; Peg, = Pg = 151.694; kips Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pallow — Plegl) / Plegt) = 17.53; % ; Fy = 50 ksi rleg = ( I / Aleg )'2 = 1.8388 in Existing 5" ib X -Strong ( by 0.375" wall ) pipe legs (a) +0.0' to +20' OK Tower Leg Force Check 0 +20' to +40' Fy = 50 ksi ; max; Pleg = 130.858 kips: max; Tleg = 119.040 kips; (Computer Model leg members: 37, 38, 39, 52, 53, 54, 67, 68, 69) kL/r equals effective s/endemess ratio: ESR L = 80.137 in; Dleg = 4.500 in; T = 0.337 in; >t = 3.141592654; E = 29500 ksi; Aleg = n x (Dlegz — (Dleg — 2 x 7)2) 14 = 4.4074 int d = Dleg = 4.500 in; d, = Dleg - 2 x T = 3.826 in; 1 = ,r x (d4 - d,4) / 64 =9.610 in4; ESR = (1.00 x L ) / rleg 54.27 ;Cc=(2xn> xE1Fy)12 =107.92 ;F, = (1— (ESR2 / (2xC,2))) / ((5/3 + 3xESR / (8xCc) — ESR3 / (8xCc3))) x Fy = 23.746 ksi,- ; si; ; Pailow = Fa x Aleg x 4/3 = 139.547 kips; > ; Pg, = Pg = 130.858; kips Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ( (Paliow — Plegl ) / P1eg1) = 6.64; % ; Fy = 50 ksi rleg = (I / Aleg) "2 = 1.4767 in Existing 4" Ib X -Strong ( by 0.337" wall) pipe legs A- +20' to +40' OK Fy = 50 ksi DAVIDSON ENGINEERIS CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporiangular communications tower -- Bloomer MourqWite near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 12 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-276.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Tower Lea Force Check 0 +40' to +60' ; max; Pleg = 106.619 kips: max; Tleg = 96.486 kips; (Computer Model leg members: 82, 83, 84, 97, 98, 99, 112, 113, 114) ; Wr equals effective slenderness ratio: ESR ; L = 80.137 in; Dleg = 4.000 in; T = 0.318 in; >r = 3.141592654; E = 29500 ksi; Fy = 50 ksi Aleg = rr x (Dleg2 — (Dleg — 2 x T)2 ) 14 = 3.6784 int d = Dleg = 4.000 in; di = Dleg - 2 x T = 3.364 in; I = s x (d° — d14) / 64 = 6.280 in4; ; peg = (I /Aleg )'n = 1.3066 in ;ESR = (1.00 x L) / rleg = 61.33 ;Cc=(2xz'xE/Fy)'2 =107.92 ; Fa = ( 1 — (ESR' / (2xCo)) ) / ( (513 + 3xESR / (8xCc) — ESR3 / (8xCc3)) ) x Fy = 22.579 ksi; ; Pallow = Fa x Aleg x 4/3 = 110.739 kips; > ; Pig, = P,,,g = 106.619: kips Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pallow — Plegl) / Pleg l) = 3.86; % ; Existing 3-1/2' X -Strong( by 0.318" wall ) pipe legs I +40' to +60' OK Fy = 50 ksi Tower Lea Force Check (a) +60' to +80' ; max; Pleg = 79.480 kips; max; Tleg = 71.421 kips; (Computer Model leg members: 148, 149, 152, 184, 185, 186, 199, 200, 201) ; kUr equals effective slenderness ratio: ESR ; L = 80.137 in; Dleg = 3.500 in; T = 0.300 in; ; ;r = 3.141592654; E = 29500 ksi; ; Aleg = 7r x (DIeg2 — (Dleg — 2 x 7)2) / 4 = 3.0159 inZ ; d = Dleg = 3.500 in; d, = Dreg - 2 x T = 2.900 in; 1 = >r x (d4 - d,4) / 64 = 3.894 in4; ; ; ESR = (1.00 x L ) / rleg = 70.52 ;Cc=(2x,?xE/Fy)"° =107.92 ; Fa = ( 1— (ESR2 / (2xCc2)) ) / ( (5/3 + 3xESR / (8xCc) — ESR' / (8xCo)) ) x Fy = 20.952 ksi ; Pallow = Fa x Aleg x 4/3 = 84.254 kips; > ; P,Bg, = Pieg = 79.480; kips ; Check residual capacity available for future utilization: ;Residual Percentage; %R = 100x ((Pauow — Pleg l) / Plegl) = 6.01;% ; Fy = 50 ksi peg = (I / Aleg )'12 = 1.1363 in Existing 3"� X -Strong ( by 0.300" wall ) pipe legs (a) +60' to +80' OK Fy = 50 ksi DAVIDSON E N G I N E E RI CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower -- Bloomer MountaiRMe near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 13 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Tower Leg Force Check (a) +80' to +100' ; (Computer Model leg members: 222, 223, 224, 245, 246, 247, 260, 261, 262, 271, 281, 282, 285, 295); ; max; Pleg = 56.566 kips; max; Tleg = 50.366 kips; ; kUr equals effective slenderness ratio: ESR ; L = 60.103 in; Dleg = 3.50 in; T = 0.2160 in; ; ;r = 3.141592654; E = 29500 ksi: Fy = 50 ksi ; Aleg = it x (Dlegz — (Dleg — 2 x 7)2) / 4 = 2.2285 int ; d = Dleg = 3.500 in; df = Dleg — 2 x T = 3.068 in; I = n x (d4 — dl4) / 64 =3.017 in4; ; rleg = (I /Aleg )'1 = 1.1636 in ;ESR = (1.00 x L) / rleg = 5.1.65 ;Cc=(2x,?xE/Fy)12 =107.92 ; Fa = ( 1 — (ESR' / (2xCo)) ) / ( (5/3 + 3xESR / (8xCc) — ESR3 / (8xCc3)) ) x Fy = 24.160 ksi ; Pauow = Fa x Aleg x 4/3 = 71.787 kips; > ; Ptw = Pt, = 56.566; kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Pallow— Pleg1) /Pleg1 = 26.91 ; % ; Existing 3" � Standard ( by 0.216" wall ) pipe legs (a) +80' to +100' OK Fy = 50 ksi Tower Leq Force Check R +100' to +120' (Computer Model leg members: 307, 308, 309, 317, 320, 328, 331, 334, 342, 350, 351, 352, 373, 374, 375, 388, 389, 390) max; Pleg = 35.660 kips; max; Tieg = 31.654 kips; kL/r equals effective slenderness ratio: ESR ; L = 48.00 in; Dleg = 3.50 in; T = 0.216 in; >r = 3.141592654; E = 29500 ksi; Fy = 50 ksi Aleg = 1r x (Dlegz — (Dleg — 2 x 7)2) / 4 = 2.2285 int d = Dleg = 3.500 in; di = Dleg - 2 x T = 3.068 in; I = >r x (d° - di') / 64 = 3.017 in4; ; rleg = (I / Aleg) 11 = 1.1636 in ;ESR = (1.00 x L) / rieg = 41.25 ;Cc=(2x>2xE1Fy)72 =107.92 ; Fa = ( 1 — (ESR2 / (2xCo)) ) / ( (513 + 3xESR / (8xCc) — ESR3 / (8xCc3)) ) x Fy = 25.705 ksi ; Pallow = Fa x Aleg x 4/3 = 76.377 kips; > ; P,,, = Pleg = 35.660; kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Pallow — Plegi ) / Plegi) = 114.18 ; % ; Existing 3"$ Standard ( by 0.216" wall ) pipe legs (aD +100' to +120' OK Fy = 50 ksi DAVIDSON E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-suppogftangular communications tower -- Bloomer Mount1lWe near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 14 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Tower Leg Force Check (ED +120' to +140' (Computer Model leg members: 403, 404, 405, 418, 419, 420, 433, 434, 435, 448, 449, 450, 465, 466, 470) ; max; Pleg = 13.641 kips; max; Tleg = 11.225 kips: ; kL/r equals effective slendemess ratio: ESR ; L = 48.00 in; Dleg = 3.50 in; T = 0.216 in; s = 3.141592654; E = 29500 ksi; Fy = 50 ksi Aleg = )r x (Dleg2 — (Dleg — 2 x T)2) / 4 = 2.2285 inz d = Dleg = 3.500 in; d, = Dleg — 2 x T = 3.068 in; I = ;r x (d° — d,°) / 64 = 3.017 in°; ; rleg = (I /Alex )'1 = 1.1636 in ESR = (1.00 x L) / rleg = 41.25 Cc = (2 x W x E / Fy)'2 =107.92 Fa = ( 1 — (ESR2 / (2xCo)) ) / ( (513 + 3xESR / (8xCc) — ESR' / (8xCc3)) ) x Fy = 25.705 ksi Pallow = Fa x Aleg x 4/3 = 76.377 kips; > ; Plegl = Plea = 13.641; kips Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ( (Pallow — Plegf ) / Plegf) = 459.91 ; % ; Existing 3" � Standard ( by 0.216" wall ) pipe legs A- +120' to +140' OK Fy = 50 ksi DAVIDSON E N G I N E E RI I, CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti ngular communications tower -- Bloomer MbuntaNWe near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road rower owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 15 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Diagonal X -Brace Web Force Check at +0.0 to +20 feet AOL (Computer Model diag members: 1, 2, 3, 4, 5, 6, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 25, 26, 27, 28, 29, 30) ; max; Pdiag = 5.781 kips ; 518 in A326 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 3'x3"x1/4" Diaconal X-Bracina kUr equals effective slenderness ratio: ESR, ESR, = (k x L) Ir = 18.8.48 ; 1r = 3.141592654; Co = ( 2 x n� x E / Fy)1�2 = 107.92 Adiag = 1.44 int ; k = 1.00 ; L = 111.58 in ; r = 0.592 in E = 29500 ksi,- Fal si:Fa1 = (12 x W x E) / (23 x ESR,2) = 4.276' ksi, ; Pallowi = Fa 1 x Adiag x 4/3 = 8.210 kips; > ; max; Pdiag = 5.781 kips ; OK Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pallowl — Pdiag) / Pdiag) = 42.02; (Existing) L.3" x 3" x 1/4" diagonal X -Brace webs with 1 each 5/8" � A325 bolt each end t- +0.0' to +20' OK Diagonal X -Brace Web Force Check at +20 to +40 feet AGL (Computer Model diag members: 31 thru 36, 40 thru 51, 55 thru 66, 70 thru 75) Fy = 50 ksi ;max; Pdiag = 4.813 kips ; 5/8 in A325 bolt good for; Valiow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 2 -1/2'x2 -1/2'x1/4" Diagonal X -Bracing kL/r equals effective slenderness ratio: ESR, ; k = 1.00 ; L = 91.85 in; r = 0.491 in ESR, = (k x L) Ir = 187.07 ; ;r = 3.141592654; E = 29500 ksi; Cc = ( 2 x,? x E / Fy)'2 = 107.92 ;F81 = (12 x nr x E) / (23 x ESR,Z) = 4.341 ksi Adiag = 1.19 int Pallowl = Fal x Adiag x 4/3 = 6.888 kips; > ; max; Pdiag = 4.813 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Pallowl — Pdiag ) / Pdiag) = 43.10 ; (Existing) L 2-1/2" x 2-1/2" x 1/4" diagonal X -Brace webs with 1 each 5/8" Ilti A325 bolt each end A +20' to +40' OK Fy = 50 ksi Fy = 50 ksi F,.=50 ksi DAVIDSON E NG I N E E RI CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-support angular communications tower -- Bloomer Mount e near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 16 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Diagonal X -Brace Web Force Check at +40 to +60 feet AGL (Computer Model diag members: 76 thru 81, 85 thru 96, 100 thru 111, 115 thru 120) max; Pdiag = 4.541 kips 5/8 in A325 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existina L 2 -112"x2 -112"x3116" Diaaona/ X -Bracing kUr equals effective slenderness ratio: ESR, ESR, = (k x L) Ir = 163.89 ;r = 3.141592654; ;Co=(2x2xE/Fy)"` =107.92 ; Adiag = 0.902 int ;k=1.00; L=81.125 in; r=0.495 in E = 29500 ksi; Fat = ( 12 x r,2 x E) / (23 x ESR,2) = 5.656 ksi ; Panowi = Fat x Adiag x 4/3 = 6.802 kips; > ; max; Pdiag = 4.541 kips ; OK Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pallowt — Pdiag) / Pdiag) = 49.79; (Existing) L 2-1/2" x 2-112" x 3/16" diagonal X -Brace webs with 1 each 5/8" IllI A325 bolt each end Al +40' to +60' OK Fy = 50 ksi Diagonal X -Brace Web Force Check at +60 to +80 feet AGL (Computer Model diag members: 139 thru 144, 157 thru 162, 178 thru 183, 187 thru 198, 202 thru 207) ;max; Pdiag = 5.274 kips ; 5/8 in A325 bolt good for; Valow = 6.4 kips x 4/3 = 8.533 kips Check Existina L 2 -1/2'x2 -1/2"x3/16" Diaaona/ X-Bracina kL/r equals effective slenderness ratio: ESR, ESR, = (k x L) Ir = 143.46 ; it = 3.141592654; Co =( 2 x 2 x E/ Fy)"2 =107.92 Adiag = 0.902 int ;k=1.00; L=71.014 in; r=0.495 in E = 29500 ksi; ; Fat = (12 x r2 x E) / (23 x ESR,2) = 7.381 ksi ; Pallowt = Fat x Adiag x 4/3 = 8.877 kips; > ; max; Pdiag = 5.274 kips ; OK Check residual capacity available for future utilization: ;Residual Percentage; %R = 100x ((Vallow — Pdiag) / Pdiag) = 61.80;% (Existing) L 2-1/2" x 2-112" x 3/16" diagonal X -Brace webs with 1 each 5/8" � A325 bolt each end A +60' to +80' OK Fy = 50 ksi F, = 50 ksi Fy = 50 ksi DAVIDSON E N G I N E E RI N` CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supportirMguiar communications tower -- Bloomer MountaidW near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES - Ken Taylor/ Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 17 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10-July-2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-StructureS.cofn Site Elev. 2982ft AMSL Diagonal X -Brace Web Force Check at +80 to +100 feet AGL (Computer Model leg members: 216 thru 221, 225 thru 230, 239 thru 244, 248 thru 259, 263 thru 268, 272 thru 275, 279, 280, 286, 287, 289, 290, 292, 293) max; Pdiag = 3.513 kips ; 5/8 in A325 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 2'1x2'x3/16" Diaaona/ X-Bracina kL/r equals effective slenderness ratio: ESR, ESR, = (k x L) Ir = 141.50 it = 3.141592654; Cc = ( 2 x r? x E / Fy)'2 =127,18 Adiag = 0.715 int ; k = 1.00 ; L = 55.75 in; r = 0.394 in E = 29500 ksi; Fy = 36 ksi ;Fal = (12 x nz x E) / (23 x ESR,2) = 7.587 ksi ; Pallowo = Fal x Adiag x 4/3 = 7.233 kips; > ; max; Pdiag = 3.513 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Pallowt - Pdiag) / Pdiag) = 105.89 ; % (Existing) L 2" x 2" x 3/16" diagonal X -Brace webs with 1 each 5/81'� A325 bolt each end (a-) +80' to +100' OK Diagonal X -Brace Web Force Check at +100 to +120 feet AGL Fy = 36 ksi assumed (Computer Model leg members: 301 thru 306, 310 thru 315, 318, 319, 322,323, 326, 327, 332, 333, 336, 337, 340, 341, 344 thru 349, 353, 354, 356, 357, 360, 361, 364, 365, 367, 368, 371, 372, 376 thru 387, 391 thru 396) ; max; Pdiag = 3.443 kips ; 5/8 in A325 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 1 -3/4'x1 -3/4'x3/16" Diagonal X -Bracing ; kLJr equals effective slenderness ratio: ESR, ; k = 1.00 ; L = 42.125 in; r=0.343 in ; ;ESR, = (k x L) / r = 122.81 rr = 3.141592654; E = 29500 ksi,- Cc = (2 x,?xE1Fy)"2 si:Cc=(2xnzxE/Fy)12 =127,18 Fe = ( 1- (ESR '2 / (2xCc2))) / ( (513 + 3xESR, / (8xCc) - ESR ,3 / (8XCC3)) ) x 36 ksi = 10.028 ksi Adiag = 0.621 int ; Panowl = Fa x Adiag x 4/3 = 8.303 kips; > ; max; Pdiag = 3.443 kips ; OK Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ( (Vallow - Pdiag) / Pdiag) = 147.85 ; % (Existing) L 1-3/4" x 1-3/4" x 3/16" diagonal X -Brace webs with 1 each 5/8" � A325 bolt each end 0-) +100' to +120' OK Fy = 36 ksi assumed Fr = 36 ksi DAVIDSON E N G I N E E RI CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-suppovkangular communications tower -- Bloomer Mount a near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 18 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.CS01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Diagonal X -Brace Web Force Check at +120 and +140 feet AGL (Computer Model leg members: 397 thru 402, 406 thru 417, 421 thru 432, 436 thru 447, 451 thru 462, 474 thru 479) ; max; Pdiag = 1.624 kips ; 5/8 in A325 bolt good for; Vailow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 1 -3/4"x1 -3/4"x3/16" Diagonal X-Bracin ; kUr equals effective slenderness ratio: ESR, ; k = 1.00 ; L = 42.125 in; r = 0.343 in ;ESR, = (k x L) / r = 122.81 ; >r = 3.141592654; E = 29500 ksi; Fr = 36 ksi ;Cc=(2xa'xE/Fy)72 =127.18 Fe = ( 1 — (ESR '2 / (2xCc2))) / ( (5/3 + 3xESR, / (8xC,) — ESR,' / (8xC'3)) ) x 36 ksi = 10.028 ksi Adiag = 0.621 int ; Paliowi = Fa x Adiag x 4/3 = 8.303 kips; > ; max; Pdiag = 1.624 kips ; OK Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pauow1 — Pdiag) / Pdiag) = 411.26; (Existing) L 1-3/4" x 1-3/4" x 3/16" diagonal X -Brace webs with 1 each 5/8" ib A325 bolt each end (� +120' to +140' OK Fy = 36 ksi assumed DAVIDSON E N G I N E E RI CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 140 foot tall self-supporti gular communications tower -- Bloomer Mountai near Berry Creek, Butte County, CA Project Number 410-01 Client: AT&T WIRELESS SERVICES — Ken Taylor / Dave Miller Sheet Number 296 Covered Bridge Road Tower Owner: AT&T WIRELESS SERVICES 19 Rogue River, OR 97537 Calc. by Date Lat: N 39-39-03 AT&T Site Number Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 10 -July -2001 Lon: W 121-27-46.9 F8CACH.cs01-0004 Internet: www.tower-structures.com Site Elev. 2982ft AMSL Check Existinq Foundation Review of existing foundation based on comparison of applied forces derived from current analysis versus foundation force summary contained on drawing numbers A942504 dated 9-29-1994 and A942505-1 dated 9-29-1994 as prepared by UNARCO-Rohn Manufacturing and initialled, stamped and signed by Thomas W. Schepke, a registered civil engineer in the state of California, Rohn, Engineering File No. 31749JA. From Rohn analysis dated 9-29-1994: ; maximum Uplift Load on One Leg 135.8 kips ; maximum Down Load on One Leg = 150.9 kips ; maximum Horizontal Load on One Leg = 17.5 kips ; Furthermore, calculations prepared by UNR-Rohn indicate that foundation has ultimate uplift resistance of,- U = 278.27 kips; From.this analysis: maximum Uplift Load on One Leg; T = 143.344 kips; maximum Down Load on One Leg; P = 157.434 kips; ; maximum Horizontal Load on One Leg = 17.653 kips; and has an ultimate download resistance of- D = 269.58 kips; Uplift Factor of Safety; UFS = U / T = 1.94; > ; 1.50 OK Download Factor of Safety; DFS = D / P = 1.71; > ; 1.50 OK Check concrete shear stress; Vc = 17.653 kips x 4 / rr/ (36)2 = 0.017 ksi, OK A comparison of the foregoing indicates that the existing foundation was designed to resist forces somewhat greater than the currently applied forces Therefore, the.existing 3 each 7'6" by 7'0" by.2'0" thick spread footin_g with 3'0" diameter pier- all based at 12'0" below -ground surface with 9 each #6 bars each way top and bottom of mat and 10 each #9 vertical bars in pier is adequate by inspection (one under each legl of tower) As -Built Foundation Construction fc' = 3, 000 psi fy = 60, 000 psi vertical reinforcing steel = 10 each #9 bars (cage diameter = 27 inches) tie reinforcing = #4 at 3 inches o.c. (top 4'0'), and #4 at 12 inches o.c. remainder of pier (all ties have a 22 inch laps) Review Existing 14Tall Rohn SSV Communications Tower • Bloomer MtnBerry Creek, CA Thursday, July 12, 2001 9 Page 1 of l Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.01.mfd Multiframe 41) Structural Member Definitions .r- 2 p f Review Existin foot Tall Rohn SSV Communications Tower • Bloomer to • Berry Creek, CA Thursday, July 12, 2001 � Page 1 of 1 Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410-Ol.mfd XP4 67 XP4 52 XP4 37 \ L2.5x2.5xl/4 L2.5x2.5x1/4 70\ 72., L2.5x2.5xl/4/61 L2.5x2.5xl/4 1/4 55\ ,L2.5x2.5xl/4 L2.5x2.5xl/4 5x1/4 40\ /L2.5x2.5xl/4 2.5x2.5xl/4 /31 L2.5x2.5xl/4 / j71 L2.5x2.5x1/4 2.5x1/4 /73 75-, L2.5x2.5xl/4 \ \ / 62 L2.5x2.5xl/4 64\ L2.5x2.5x1/4 L2.5x2.5x1/4 L2.5x2.5xl/4 L2.5x2.5xl/4 / \ /56 L2.5x2.5xl/4 L2.5x2.5x1/4 58 6 XP4 53 L2.5x2.5xl/4 \ / 47\x2.5x1/4 49 L2.5x2.5xl/4 L2.5x2.5xl/4 ,,,141 5x1/4 L2.5x2.5xl/4 Multiframe 4D • Structural Member Definitions Thursday, July 12, 2001 Multiframe4D Version 7.51 Review Existing I t Tall Rohn SSV Communications Tower •Bloomer Mt* Berry Creek, CA Page 1of 1 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410-01.mtd — +<opt Multiframe 4D • Structural Member Definitions +4o' Review Existing Oot Tall Rohn SSV Communications Tower • Bloomer *e " Berry Creek, CA Thursday, July 12, 2001 Page 1 of 1 Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.0l.mrd + SQ,I 1-2.5x2.5\3/162 5x3/16 202 L2.5.203 L2.5x2.5x3/16 203 204 �L2.5x2.5x3/16 L2.5x2.5x3/16 205 206 207 XP3 XP3 199 200 XP3\ I' s�')5x3/16 \ L2.5x2.5x3/1f193 /195 L2.5x2.5x3/16 197 L2.5x2.5x3111- \ / 19 L2 5x2.5x3/16 1-2.5x2.5x3/16 196 198 Sx2.5x3/16L2.5x2.5x3/lr / L2.5x2.5x3/16187 1188 1-2.5\2.5x3/16 189 �L2.5x2.5x3/16 L2.5x2.5x3/16 190 191 192 XP3 XP3 184 185 148 1 7 5v2.5x3/16 \ L2.5x2.5x3/16178 /180 L2.5x2.5x3/16 182 \ 19..rx2.5x3/16 / L2.5x2.5x3/16 157 159 ""',L2.5x2.5x3/16 N-,- 161 XP3 186 L2.5x2.5x3/L2 1 5\2.5x3/16 7 181 L2.5x2.5x3/16 183 XP3 152 \L2.5x2.5x3/1r, / /158 L2.5x2.5x3/16 L2.5x2.5x3/16 160 / 162 .19 Fx2.5x3/16 L2.5x2.5x3/1$; \ L2.5x2.5x3/16 139 14 L2 5x2 5x3/16 141 L2.5x2.5x3/16 2.5x3/16 L2.5x142 143 144 Multiframe 4D • Structural Member Definitions 149 + Go f Thursday, July 12, 2001 Review Existing 140t Tall Rohn SSV Communications Tower • Bloomer Mtn. Berry Creek, CA Page . of l Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.0..mfd L2.5x2.5x3/16_ L2.5x2.5x3/16298 299P7L2.5x2.5x3/16-296— L2x2x3/1E2x3/16 L2x2x3/7L2x2x3/16 285 289 286-,L2x2x3/16 LWx3287 290 \292 295293 P3 282 X— P3 L2x2x3/'I x3/16 L2x2x3/L2x2x3/16 271 274/272 L2x2x3/16 P3L2x2x3/1373 275 >1 279 281 280 L2x2x3/162x3/16 L2x2x3/14 K L2x2x3/16 265 263�L2x2x3/16 L2x2x3264 266 X267 268 3 P3 i0 261 L2x2x3/16Y248 16 / 250 �L2x2x3/16. L2x2x3p//1 L2x2x3/16 L2x2x3/16 4 \ 242. L2x2x3/16 L2x2x3/16 x3 ?b6 228 L2x2x3/l 217 L2x2x3/16 \ L2x2x3/16 219 221 Multiframe 4D • Structural Member Definitions 4-(001 Review Existing Oot Tall Rohn SSV Communications Tower - Bloomer MOe - Berry Creek, CA Thursday, July 12, 2001 Page 1 of 1 Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.0l.mto P3 L1.75x1.75x3/16 331 L1.75x1.75x3/16 332, P3 Ll.75xl.75x3/16 317 L1.75x1.75x3/16,,318 \ L1.75x1.75x3/16 L1.75x1.75x3/16 310, P3 307 L1.75x1.75x3/16 P3 333 L1.75x1.75x3/16 334 1.75x1.75x3/16 L1.75x1.75x3/16 337 X 40 342 /341\ L1.75x1.75x3/16 L1.75x1.75x3/16 \ P3 / 31 L1.75x1.75x3/16 320 323 P3 327 \ L1.75 327 \ /311 L1.75x1.75x3/16 /315 L1.75x1.75x3/16 \ / 302L1.75x1.75x3/16 L1.75xl.75x3/16 \304\ 306 Multiframe 4D - Structural Member Definitions P3 308 -+ t Oe> f Thursday, July 12, 2001 Review Existing 140 Tall Rohn SSV Communications Tower - Bloomer Mtn9 Berry Creek, CA Page i of l Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.01.mfd \ L1.75x1.75x3/16 / L1.75x1.75x3/16 376 378 \ L1.75x1.75x3/16 373 / L1.75x1.75x3/16 \ L1.75x1.75x3/16 364 /367 L1.75x1.75x3/16 371 \ L1.75x1.75x3/16 / L1.75x1.75x3/16 353 356 \ L1.75x1.75x3/16 P3 350 ix3/16 \ L1.75x L1.75x1.75x3/16 /. 377- L1.75x1.75x3/16 / 379 L1.75x1.75x3/16 / P3 375 L1.75x1.75x3/16 \ . /365 L1.75x1.75x3/16 368 L1.75x1.75x3/16 \ L1.75x1.75x3/16 / /354 L1.75x1.75x3/16 357 L1.75x1.75x3/16 / P3 352 L1.75x1.75x3/16 \ / 345 L1.75x1.75x3/16 \347\ 1.7.5x3/16 349 Multiframe 4D - Structural Member Definitions P3 374 P3 351 ------- + 108), Review Existinfoot Tall Rohn SSV Communications Tower • Bloomerite - Berry Creek, CA Thursday, July 12, 2001 Page 1 of Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.0l.mtd 1-1.754.750/16 / L1.75x1.75x3/16 406 408 \ L1.75xl.75x3/16 ,410 P3 403 //1.75x1.75x3/16 \ L1.75x1.75x3/16 397 /399 L1.75xl.75x3/16 401 \ L1.75x1.75x3/16 / L1.75x1.75x3/16 391 393 \ L1.75xl.75x3/16 P3 388 ix3/16 \ L1.75x L1.75xl.75x3/16 / /407 L1.75xl.75x3/16 409 L1.75xl.75x3/16 / /411 P3 L1.75xl.75x3/16 \ / 398 L1.75xl.75x3/16 400 L1.75x1.75x3/16 \ 402 L1.75xl.75x3/16 / 392 L1.75xl.75x3/16 394 L1.75xl.75x3/16 / P3 390 L1.75xl.75x3/16 \ / 383 L1.75x1.75 385 x3/16 \\ 1.75x3/16 387 Multiframe 41) • Structural Member Definitions P3 404 P3 389 12o f ItG L Thursday, July 12, 2001 Review Existing 1 0 t Tall Rohn SSV Communications'Tower • Bloomer We • Berry Creek, CA Multiframe4D Version 7.51 Page 1 of IC:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410.01.mfd P3 P3 418 \ L1.75x1.75x3/16 / L1.75x1.75x3/16 436 438\ L1.75x1.75x3/16 P3 L35 L1.75x1.75x3/16 / /437 L1.75x1.75x3/16 439 L1.75x1.75x3/16 / /441 /L1.75x1.75x3/16 L1.75x1.75x3/16 L1.75x1.75x3/16 427 428 L1.75x1.75x3/16 /429 430 L1.75x1.75x3/16 L1.75x1.75x3/16 \ 431 432 \ L1.75x1.75x3/16 / L1.75x1.75x3/16 421 423 \ L1.75x 5x3/16 ,422 5 /L1.75x1.75x3/16 L1.75x1.75x3/16 412 414 L1.75x L1.75x1.75x3/16 / /422 L1.75x1.75x3/16 424 L1.75x1.75x3/16 / P3 420 L1.75x1.75x3/16 \ / 413L1.75x1.75x3/16 415\ L.75x3/16 117 Multiframe 41) • Structural Member Definitions P3 434 P3 419 + (24-' Review Existin*foot Tall Rohn SSV Communications Tower • Bloomer *te • Berry Creek, CA. Thursday, July 12, 2001 Page 1 of '! Multiframe4D Version 7.51 C:\Multiframe7.51\DE140ft RohnSSV BloomerSiteCA AT&T 410-01.mid P3 P3 448 DL3x3x1/4 DL3x3x1/4 Wx1/4506 507 01-30x:1/4 510 513 DL3x3x1 /4 DI-Wx 1 / \ L1.75x1.75x3/16 / L1.75x1.75x3/16 474 476 \ L1.75x1.75x3/16 470 \ L1.75x1.75x3/16 / /475 L1.75x1.75x3/16 477 L1.75x1.75x3/16 / / 479 iL1.75x1.75x3/16 \ L1.75 x1.75x3/16 \ L1.75x1.75x3/16 457 458 L1.75x1.75x3/16 /459 460 L1.75x1.75x3/16 L1.75x1.75x3/16 \ 461 462 \ L1.75x1.75x3/16 L1.75x1.75x3/16 / L1.75x1.75x3/16 451452 L1.75x1.75x3/16 453 \ 454 \ L1.75x1.75x3/16 L1.75x1.75x3/16 / iL1.75x1.75x3/16 \ L1.75x1.75x3/16 442 444/ / L1.75x P3 450 L1.75x1.75x3/16 \ / 443 L1.75x1.75x3/16 445 175 147 x3/16 \ Multiframe 4D • Structural Member Definitions P3 466 P3 449 +ISJ.0l -�l3Z1 Rev}ew Existing 140 foot T�Rohn SSV Communications Tower - Bloomd&n Site - Berry Creek, CA Thursday, Julyz12, 2001 Page 1 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 4101-01 Project Details Title: Review (Existing) 140 ft RohnSSV Tower Client: AT&T Wireless Services Site: Bloomer Mtn (near Berry Creek), CA - AT&T Site No. C004 Building: Description: Review for 12 each Allgon 7130.16.33.XX panel additions with 12 ea 1-5/8" feeds Design Details Job ID: 410-01 Version: 1 Company: DAVIDSON ENGINEERING Designed by: DWD Checked by: DWD Notes: 80 MPH basic wind speed, no ice Analysis Settings Load Case LC Type Analysis TL +Z 8OMPH Static Linear TL -Z 8OMPH Static Linear Options Sett.ings Member Actions (lbf,lbf-in) Member Load Case Px' VY VIP Tx' My' Mz' 1 TL +Z 80MPH -480.2493 17.4220 -78.6199 -1.2498 0.0000 0.0000 (Diag 0 504.7465 22.2864 78.6199 1.2498 8984.2374 -277.5371 1 TL -Z 80MPH 684.7494 12.4833 76.9131 1.3014 0.0000 O.0000 (Diag 0 -660.2522 27.2250 -76.9131 -1.3014 -8789.1962 -842.:001 2 TL +Z 8OMPH -666.6467- 22.2921 78.5556 1.2353 -8976.8982 278.°898 (Diag 0 642.1495 17.4163 -78.5556 -1.2353 0.0000 0.0000 2 TL -Z 8OMPH 836.3510 27.2295 -76.8459 -1.2862 8781.5204 842.E105 (Diag 0 -860.8482 12.4788 76.8459 1.2862 0.0000 0.0000 3 TL +Z 8OMPH -4767.0968 27.7466 -36.1453 -0.5028 4130.4874 901.EO16 (Diag 0 4742.5996 11.9617 36.1453 0.5028 0.0000 0.C•000 3 TL -Z 80MPH 5131.6189 21.6715 40.0967 0.4562 -4582.0208 207.6804 (Diag 0 -5156.1160 18.0368 -40.0967 -0.4562 0.0000 O.0-000 4 TL +Z 80MPH -4570.6331 11.9597 36.0789 0.4881 0.0000 0.0000 (Diag 0 4595.1302 27.7487 -36.0789 -0.4881 -4122.8964 -902.:391 4 TL -Z 80MPH 4990.0287 18.0334 -40.0316 -0.4412 0.0000 O.D000 (Diag 0 -4965.5316 21.6749 40.0316 0.4412 4574.5843 -208.6-,625 5 TL +Z 8OMPH 5781.3687 f- 15.5979 37.6446 0.8134 0.0000 0.0000 (Diag 0 -5756.8716 24.1104 -37.6446 -0.8134 -4301.8170 -486.:779 5 TL -Z BOMPH -5451.5585 14.4609 -41.5808 -0.7639 0.0000 0.0000 (Diag 0 5476.0557 25.2475 41.5808 0.7639 4751.6220 -616.:150 6 TL +Z 80MPH 5583.9350 24.1086 -37.7110 -0.8287 4309.4031 486.=758 (Diag 0 -5608.4322 15.5997 37.7110 0.8287 0.0000 0.0000 6 TL -Z 80MPH -5311.0591 25.2445 41.6457 0.7783 -4759.0386 615.E736 (Diag 0 5286.5619 14.4639 -41.6457 -0.7783 0.0000 0.0000 7 TL +Z 8OMPH -66630.5634 46.0139 81.0764 -297.7494 -5.9987 5563.-343 (Leg 0' 66838.3432 -33.8096 -81.0764 297.7494 -9739.9304 -766.C685 7 TL -Z 8OMPH 78203.5551 -50.8893 -79.1317 291.5527 -89.5287 -6366.£607 (Leg 0' -77995.7754 63.0935 79.1317 -291.5527 9601.6882 -483.E906 8 TL +Z 8OMPH -66812.1248 - 46.0010 -84.2190 202.0392 305.3866 5566.-007 (Leg 0' 67019.9045 -33.7967 84.2190 -202.0392 9818.3091 -770.1892 8 TL -Z 8OMPH 78022.0148 -50.9055 82.5908 -197.3564 -225.7885 -6364.455 (Leg 0' -77814.2351 63.1098 -82.5908 197.3564 -9702.1818 -488.3564 9 TL +Z 80MPH 151694.3549"-' -99.1781 -1.8106 -43.8457 161.6415 -12343.0706 (Leg 0' -151486.5752 111.3824 1.8106 43.8457 56.0012 -312.1233 9 TL -Z 80MPH -137973.6153 94.6097 1.4979 26.7993 -146.0622 11517.::096 (Leg 0' 138181. 3950-90 -82.4054 '-1.4979 -26.7993 -33.9970 -878.0089 10 TL +Z 80MPH -757.5612 21.0183 -78.4367 1.7915 0.0000 0.0000 (Diag 0 733.0639 18.6900 78.4367 -1.7915 8963.3055 133.0341 10 TL -Z BOMPH 716.7675 8.2690 76.7044 -1.7387 0.0000 0.0000 (Diag 0 -741.2648 31.4394 -76.7044 1.7387 -8765.3504 -1323.€921 11 TL +Z 80MPH -571.1682 18.6839 78.5053 -1.7630 -8971.1482 -133.-300 (Diag 0 595.6654 21.0244 -78.5053 1.7630 0.0000 0.9000 11 TL -Z 80MPH 565.1574 31.4346 -76.7762 1.7085 8773.5529 1323.3495 (Diag 0 -540.6601 8.2737 76.7762 -1.7085 0.0000 0.0000 12 TL +Z 8OMPH 5361.7346 23.9903 -37.6988 0.5438 4308.0024 472.1;502 (Diag 0 -5337.2375 15.7181 37.6988 -0.5438 0.0000 0.0000 12 TL -Z BOMPH -5532.6070 26.0401 41.6588 -0.5799 -4760.5301 706.9907 (Diag 0 5557.1042 13.6683 -41.6588 0.5799 0.0000 0.0000 13 TL +Z BOMPH 5164.3027 15.7249 37.7699 -0.5127 0.0000 0.0000 (Diag 0 -5188.7998 23.9834 -37.7699 0.5127 -4316.1282 -471.E669 13 TL -Z 8OMPH -5392.1014 13.6764 -41.7281 0.5524 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot *1Rohn SSV Communications Tower - Blo4 Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 2 of.34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-0: (Diag 0 5367.6042 26.0319 41.7281 -0.5524 4768.4581 -705.9573 14 TL +Z 80MPH -4862.4422 7.2612 35.9388 -1.1733 0.0000 0.000C (Diag 0 4837.9450 32.4471 -35.9388 1.1733 -4106.8865 -1439.052G 14 TL -Z 80MPH 4726.3589 22.0609 -39.9150 1.1945 0.0000 0.0000 (Diag 0 -4750.8561 17.6474 39.9150 -1.1945 4561.2655 252.1760 15 TL +Z 80MPH -4665.9652 32.4443 -35.8680 1.2036 4098.7926 1438.7345 (Diag 0 4690.4624 7.2640 35.8680 -1.2036 0.0000 0.0000 15 TL -Z 80MPH 4584.7771 17.6460 39.8454 -1.2417 -4553.3120 -252.3362 (Diag 0 -4560.2800 22.0623 -39.8454 1.2417 0.0000 0.0000 16 TL +Z 80MPH 229.8426 23.9595 -78.7134 -1.6515 8589.7853 583.9707 (Diag 0 -254.3400 13.2570 78.7134 1.6515 0.0000 0.0000 16 TL -Z 80MPH -184.9681 21.8630 77.1003 1.5737 -8413.7469 355.1817 (Diag 0 160.4707 15.3535 -77.1003 -1.5737 0.0000 0.0000 17 TL +Z 80MPH 72.9974 13.2497 78.6302 1.6961 0.0000 0.0000 (Diag 0 -48.5001 23.9668 -78.6302 -1.6961 -8580.7006 -584.7692 17 TL -Z 80MPH 36.9661 15.3479 -77.0188 -1.6171 0.0000 0.0000 (Diag 0 -12.4687 21.8686 77.0188 1.6171 8404.8583 -355.7892 18 TL +Z 80MPH -5127.5802 12.9423 -37.6956 -0.6058 0.0000 0.0000 (Diag 0 5152.0774 24.2742 37.6956 0.6058 4113.6245 -618.3128 18 TL -Z 80MPH 5414.5173 15.8142 41.5364 0.6538 0.0000 0.0000 %Diag 0 -5390.0201 21.4023 -41.5364 -0.6538 -4532.7534 -304.9099 19 TL +Z 80MPH -4958.7662 24.2817 37.6137 0.6473 -4104.6809 619.1265 (Diag 0 4934.2691 12.9348 -37.6137 -0.6473 0.0000 0.0000 19 TL -Z 80MPH 5204.6383 21.4114 -41.4538 -0.7003 4523.7470 305.9050 (Diag 0 -5229.1355 15.8051 41.4538 0.7003 0.0000 0.0000 20 TL +Z 80MPH 5233.1302 20.3183 36.3246 0.9813 -3964.0096 186.6090 (Diag 0 -5257.6274 16.8982 -36.3246 -0.9813 0.0000 0.0000 20 TL -Z 80MPH -5083.2880 25.2873 -40.1745 -1.0159 4384.1378 728.8630 ;Diag 0 5058.7909 11.9292 40.1745 1.0159 0.0000 0.0000 :1 TL +Z 80MPH 5064.3136 16.8955 -36.4063 -0.9383 0.0000 0.0000 ;Diag 0 -5039.8165 20.3210 36.4063 0.9383 3972.9173 -186.9111 - TL -Z 80MPH -4873.2154 11.9283 40.2574 0.9955 0.0000 0.0000 Diag 0 4897.7126 25.2882 -40.2574 -0.9955 -4393.1817 -728.9643 22 TL +Z 80MPH -61796.3058 -9.6367 -83.8532 -295.2890 9740.1271 766.1940 (Leg 0' 62004.0855 21.8410 83.8532 295.2890 339.6055 -2658.112: 22 TL -Z 80MPH 72505.6375 35.7945 82.6132 289.1180 -9601.8935 483.7534 (Leg 0' -72297.8578 -23.5903 -82.6132 -289.1180 -328.7831 3085.4765 23 TL +Z 80MPH -61990.2668 -9.6584 85.0087 199.5566 -9818.3998 770.414 (Leg 0' 62198.0465 21.8627 -85.0087 -199.5566 -400.2247 -2664.9412 23 TL -Z 80MPH 72311.6203 35.7796 -83.9872 -194.8962 9702.2802 488.2191 (Leg 0' -72103.8406 -23.5753 83.9872 194.8962 393.5562 3079.2085 24 TL +Z 80MPH 140726.5701 58.5028 0.7483 -43.8565 -55.9482 312.0550 (Leg 0' -140518.7904 -46.2985 -0.7483 43.8565 -34.0053 5986.8612 29 TL -Z 80MPH -127877.6679 -32.3286 -0.5317 26.7887 33.9470 878.2662 Leg 0' 128085.4476 44.5329 0.5317 -26.7887 29.9654 -5497.904E 25 TL +Z 80MPH -17.7715 19.6652 -78.4660 0.9502 8562.7808 115.3442 (Diag 0 42.2688 17.5513 78.4660 -0.9502 0.0000 0.0000 25 TL -Z 80MPH -61.5874 26.8874 76.8307 -0.9587 -8384.3245 903.4853 (Diag 0 86.0847 10.3291 -76.8307 0.9587 0.0000 0.0000 26 TL +Z 80MPH 139.0677 17.5591 78.5548 -0.9325 0.0000 0.0000 (Diag 0 -163.5650 19.6574 -78.5548 0.9325 -8572.4765 -114.4905 26 TL -Z 80MPH -283.5329 10.3350 -76.9176 0.9398 0.0000 0.0000 (Diag 0 259.0356 26.8815 76.9176 -0.9398 8393.8122 -902.8355 27 TL +Z 80MPH 4832.3239 16.8709 -36.2678 0.5517 0.0000 0.0000 (Diag 0 -4856.8211 20.3456 36.2678 -0.5517 3957.8042 -189.5922 27 TL -Z 80MPH -5148.7860 11.1563 40.1451 -0.5313 0.0000 0.0000 (Diag 0 5124.2889 26.0602 -40.1451 0.5313 -4380.9303 -813.2115 28 TL +Z 80MPH 4663.4950 20.3415 36.3552 -0.5327 -3967.3462 189.1494 (Diag 0 -4638.9978 16.8750 -36.3552 0.5327 0.0000 0.0000 28 TL -Z 80MPH -4938.7200 26.0542 -40.2336 0.5137 4390.5854 812.5519 (Diag 0 4963.2172 11.1623 40.2336 -0.5137 0.0000 0.0000 29 TL +Z 80MPH -5196.9241 29.7099 37.5518 -0.4120 -4097.9242 1211.4970 (Diag 0 5221.4213 7:5066 -37.5518 0.4120 0.0000 0.0000 29 TL -Z 80MPH 5017.6530 16.7718 -41.4196 0.3742 4520.0034 -200.4065 (Diag 0 -4993.1559 20.4447 41•.4196 -0.3742 0.0000 0.0000 30 TL +Z 80MPH -5028.1084 7.5056 -37.4646 0.4353 0.0000 0.000C (Diag 0 5003.6112 29.7109 37.4646 -0.4353 4088.4063 -1211.6024 30 TL -Z 80MPH 4807.7710 20.4420 41.3311 -0.4298 0.0000 0.0000 (Diag 0 -4832.2681 16.7745 -41.3311 0.4298 -4510.3523 200.1100 31 TL +Z 80MPH -110.5457 11.6951 -53.1081 -0.7008 0.0000 0.0000 (Diag 2 124.2109 17.7043 53.1081 0.7008 5039.8836 -285.1323 31 TL -Z 80MPH 237.3669 10.5834 51.9262 0.7406 0.0000 0.0000 (Diag 2 -223.7017 18.8161 -51.9262 -0.7406 -4927.7252 -390.6372 32 TL +Z 80MPH -298.7122 17.7097 53.0418 0.7480 -5033.5945 285.6459 (Diag 2 285.0470 11.6897 -53.0418 -0.7480 0.0000 0.0006 32 TL -Z 80MPH 413.4963 18.8207 -51.8590 -0.7855 4921.3416 391.077 (Diag 2 -427.1615 10.5787 51.8590 0.7855 0.0000 0.0000 33 TL +Z 80MPH -4303.3114 20.2390 -24.7987 0.1081 2353.3657 525.6667 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower - Bloo9tn Site - Berry Creek, CA Thursday, July 12, 2001 Page 3 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 2 4289.6464 9.1605 24.7987 -0.1081 0.0000 0.0000 33 TL -Z 80MPH 4574.1352 16.1878 27.4714 -0.1490 -2606.9932 141.2141 (Diag 2 -4587.8002 13.2117 -27.4714 0.1490 0.0000 0.0000 34 TL +Z 80MPH -4103.3566 9.1568 24.7316 -0.0628 0.0000 0.0000 (Diag 2 4117.0216 20.2427 -24.7316 0.0628 -2346.9950 -526.0159 34 TL -Z 80MPH 4409.6505 13.2070 -27.4048 0.1020 0.0000 0.0000 (Diag 2 -4395.9854 16.1925 27.4048 -0.1020 2600.6730 -141.6595 35 TL +Z 80MPH 4813.2867 -w-- 12.6825 25.0136 0.8959 0.0000 0.0000 (Diag 2 -4799.6217 16.7170 -25.0136 -0.8959 -2373.7596 -191.4365 35 TL -Z 80MPH -4594.4892 9.7420 -27.6840 -0.8311 0.0000 0.0000 (Diag 2 4608.1542 19.6575 27.6840 0.8311 2627.1742 -470.4812 36 TL +Z 80MPH 4614.2030 16.7164 -25.0806 -0.8542 2380.1165 191.3822 (Diag 2 -4627.8680 12.6830 25.0806 0.8542 0.0000 0.0000 36 TL -Z 80MPH -4429.4837 19.6564 27.7505 0.8154 -2633.4866 470.3766 (Diag 2 4415.8187 9.7431 -27.7505 -0.8154 0.0000 0.0000 37 TL +Z 80MPH -57558.4876 24.6806 54.0100 -294.2508 -338.9394 2657.9261 (Leg 20 57658.3449 -18.8153 -54.0100 294.2508 -3989.3091 -915.0899 37 TL -Z 80MPH 67340.8896 -29.5367 -53.1559 288.0863 328.1250 -3085.2671 (Leg 20 -67241.0323 35.4020 53.1559 -288.0863 3931.6774 483.2408 38 TL +Z 80MPH -57764.0332 24.7430 -54.8711 198.4937 399.6567 2664.7546 (Leg 20 57863.8906 -18.8777 54.8711 -198.4937 3997.5967 -916.9162 38 TL -Z 80MPH 67135.4001 -29.4953 54.2350 -193.8401 -392.9958 -3078.9994 (Leg 20 -67035.5428 35.3606 -54.2350 193.8401 -3953.2813 480.2901 39 TL +Z 80MPH 130857.8344 42 -56.7457 -0.6156 -43.8642 34.0546 -5986.4517 (Leg 20 -130757.9911 62.6109 0.6156 43.8642 15.2785 1203.9576 39 TL -Z 80MPH -118940.5969 51.6157 0.4012 26.7678 -30.0189 5497.5232 (Leg 20 .119040.4402-6 -45.7505 -0.4012 -26.7678 -2.1336 -1596.1599 40 TL +Z 80MPH -382.5515 14.4850 -52.9566. 1.0487 0.0000 0.0000 (Diag 2 368.8863 14.9144 52.9566 -1.0487 5025.5076 -20.3728 40 TL -Z 80MPH 311.8580 7.3233 51.7575 -1.0301 0.0000 0.0000 (Diag 2 -325.5232 22.0762 -51.7575 1.0301 -4911.7135 -700.0128 41 TL +Z 80MPH -194.3881 14.9087 53.0260 -1.0168 -5032.0938 19.8350 (Diag 2 208.0533 14.4907 -53.0260 1.0168 0.0000 0.0000 41 TL -Z 80MPH 135.7220 22.0713 -51.8279 0.9968 4918.4007 699.5507 (Diag 2 -122.0568 7.3282 51.8279 -0.9968 0.0000 0.0000 42 TL +Z 80MPH 4493.3027 17.4774 -24.9976 0.2970 2372.2357 263.5956 (Diag 2 -4479.6377 11.9221 24.9976 -0.2970 0.0000 0.0000 42 TL -Z 80MPH -4700.8089 19.4177 27.6858 -0.3037 -2627.3401 447.7331 (Diag 2 4714.4739 9.9817 -27.6858 0.3037 0.0000 0.0000 43 TL +Z 80MPH 4294.2190 11.9279 25.0679 -0.2629 0.0000 0.0000 (Diag 2 -4307.8840 17.4716 -25.0679 0.2629 -2378.9124 -263.0454 43 TL -Z 80MPH -4535.8017 9.9881 -27.7556 0.2727 0.0000 0.0000 (Diag 2 4522.1367 19.4114 27.7556 -0.2727 2633.9673 -447.1310 44 TL +Z 80MPH -4418.5054 6.3736 24.7050 -0.7199 0.0000 0.0000 (Diag 2 4404.8404 23.0259 -24.7050 0.7199 -2344.4698 -790.1414 44 TL -Z 80MPH 4263.0750 15.4754 -27.3958 0.7023 0.0000 0.0000 (Diag 2 -4276.7401 13.9241 27.3958 -0.7023 2599.8195 73.6098 45 TL +Z 80MPH -4218.5418 23.0246 -24.6348 0.7569 2337.8093 790.0150 (Diag 2 4232.2068 6.3749 24.6348 -0.7569 0.0000 0.0000 45 TL -Z 80MPH 4098.5943 13.9238 27.3258 -0.7778 -2593.1814 -73.6352 (Diag 2 -4084.9293 15.4757 -27.3258 0.7778 0.0000 0.0000 46 TL +Z 80MPH 80.0228 10.4748 -53.1216 -1.0729 0.0000 0.0000 (Diag 2 -66.3577 17.5346 53.1216 1.0729 4846.0054 -322.0130 46 TL -Z 80MPH 21.9617 10.9444 51.9896 1.0357 0.0000 0.0000 (Diag 2 -8.2966 17.0650 -51.9896 -1.0357 -4742.7432 -279.1763 47 TL +Z 80MPH -119.4692 17.5411 53.0431 1.1590 -4838.8444 322.6061 (Diag 2 105.8040 10.4683 -53.0431 -1.1590 0.0000 0.0000 47 TL -Z 80MPH 210.6435 17.0705 -51.9122 -1.1191 4735.6784 279.6788 (Diag 2 -224.3087 10.9389 51.9122 1.1191 0.0000 0.0000 48 TL +Z 80MPH -4357.4421 18.9896 -25.0849 -0.3719 2288.3647 454.744E (Diag 2 4343.7771 9.0198 25.0849 0.3719 0.0000 0.0000 48 TL -Z 80MPH 4603.2479 15.5058 27.7044 0.3951 -2527.3243 136.937 (Diag 2 -4616.9130 12.5036 -27.7044 -0.3951 0.0000 0.000• 49 TL +Z 80MPH -4146.6125 9.0128 25.0073 0.4547 0.0000 0.0000 (Diag 2 4160.2776 18.9965 -25.0073 -0.4547 -2281.2829 -455.3824 49 TL -Z 80MPH 4426.2130 12.4961 -27.6265 -0.4815 0.0000 0.0000 (Diag 2 -4412.5480 15.5132 27.6265 0.4815 2520.2240 -137.6170 50 TL +Z 80MPH 4644.3801 12.7678 24.8119 0.7011 0.0000 0.0000 (Diag 2 -4630.7150 15.2415 -24.8119 -0.7011 -2263.4642 -112.829E 50 TL -Z 80MPH -4452.0898 8.8150 -27.4322 -0.6932 0.0000 0.000., (Diag 2 4465.7548 19.1944 27.4322 0.6932 2502.4958 -473.4301 51 TL +Z 80MPH 4431.6124 15.2435 -24.8892 -0.6236 2270.5098 113.0091 (Diag 2 -4445.2774 12.7659 24.8892 0.6236 0.0000 0.0000 51 TL -Z 80MPH -4276.2479 19.1949 27.5102 0.6660 -2509.6087 473.4729 (Diag 2 4262.5828 8.8145 -27.5102 -0.6660 0.0000 0.000,111. 52 TL +Z 80MPH -54095.8178 -4.5287 -37.6775 -293.0478 3989.2950 915.127E (Leg 20 54195.6751 10.3940 37.6775 293.0478 -969.8989 -1513.064, 52 TL -Z 80MPH 63304.6056 17.9661 37.1394 286.8946 -3931.6641 -483.2932 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot 0 Rohn SSV Communications Tower - B1oo*Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 4 of 3-: Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410 --- (Leg 20 -63204.7483 -12.1009 -37.1394 -286.8946 955.3939 1688.046: 53 TL +Z 80MPH -54310.9459 -4.6290 37.6149 197.2338 -3997.4019 916.9535 (Leg 20 54410.8033 10.4943 -37.6149 -197.2338 983.0282 -1522.9291 53 TL -Z 80MPH 63089.3159 17.9110 -37.2915 -192.5904 3953.0879 -480.3428 (Leg 20 -62989.4585 -12.0457 37.2915 192.5904 -964.6311 1680.6778 54 TL +Z BOMPH 123072.9516 29.3123 0.1726 -43.8878 -15.1902 -1204.0627 (Leg 20 -122973.1083 -23.4470 -0.1726 43.8878 1.3586 3318.0718 54 TL -Z BOMPH -111728.2886 -15.5764 0.0322 26.7526 2.0524 1596.2512 (Leg 20 111828.1459 21.4417 -0.0322 -26.7526 -4.6341 -3079.526! 55 TL +Z 80MPH -198.7754 13.5179 -52.9340 0.7826 0.0000 0.000'2 (Diag 2 185.1103 14.4914 52.9340 -0.7826 4828.8965 -44.405° 55 TL -Z 80MPH 119.7360 7.3874 51.7877 -0.7888 0.0000 0.000C (Diag 2 -133.4012 20.6220 -51.7877 0.7888 -4724.3243 -603.664 56 TL +Z 80MPH 0.7126 14.4846 53.0161 -0.7734 -4836.3827 43.783• (Diag 2 12.9525 13.5247 -53.0161 0.7734 0.0000 0.0000. 56 TL -Z 80MPH -68.9538 20.6162 -51.8687 0.7764 4731.7133 603.1348 (Diag 2 82.6190 7.3932 51.8687 -0.7764 0.0000 0.000C 57 TL +Z 80MPH 4337.0965 16.0680 -24.7732 0.2800 2259.9334 188.2289 (Diag 2 -4323.4314 11.9413 24.7732 -0.2800 0.0000 0.0000 57 TL -Z 80MPH -4546.4907 18.9389 27.4112 -0.2678 -2500.5797 450.1253 (Diag 2 4560.1557 9.0704 -27.4112 0.2678 0.0000 0.0000 58 TL +Z 80MPH 4124.3178 11.9454 24.8543 -0.2687 0.0000 0.0000 (Diag 2 -4137.9829 16.0639 -24.8543 0.2687 -2267.3293 -187.856 58 TL -Z 80MPH -4370.6540 9.0761 -27.4929 0.2573 0.0000 0.000:. (Diag 2 4356.9890 18.9332 27.4929 -0.2573 2508.0362 -449.65: 59 TL +Z 80MPH -4457.6169 5.9732 24.9907 -0.5111 0.0000 0.00C. (Diag 2 4443.9519 22.0362 -24.9907 0.5111 -2279.7708 -732.672: 59 TL -Z 80MPH 4301.7979 14.9761 -27.6282 0.4632 0.0000 0.0O:. (Diag 2 -4315.4630 13.0332 27.6282 -0.4632 2520.3758 88.6201 60 TL +Z 80MPH -4246.7882 22.0374 -24.9097 0.5324 2272.3838 732.782`_ iDiag 2 4260.4533 5.9720 24.9097 -0.5324 0.0000 O.000C 60 TL -Z 80MPH 4124.7595 13.0349 27.5463 -0.5394 -2512.9091 -88.4701 (Diag 2 -4111.0945 14.9745 -27.5463 0.5394 0.0000 0.0000 61 TL +Z 80MPH 91.1973 10.3818 -53.0844 -0.6290 0.0000 0.0000 (Diag 2 -77.5321 16.2374 53.0844 0.6290 4649.4505 -256.434`: 61 TL -Z 80MPH 1.6135 9.8443 51.9961 0.6483 0.0000 0.000� (Diag 2 12.0517 16.7749 -51.9961 -0.6483 -4554.1342 -303.513 62 TL +Z 80MPH -120.8907 16.2452 52.9954 0.7296 -4641.6570 257.1158 (Diag 2 107.2256 10.3740 -52.9954 -0.7296 0.0000 0.0000 62 TL -Z 80MPH 203.6086 16.7815 -51.9040 -0.7462 4546.0668 304.0852 (Diag 2 -217.2738 9.8378 51.9040 0.7462 0.0000 0.000C 63 TL +Z 80MPH -4360.1372 18.5495 -24.8793 0.0409 2179.0757 458.935r !Diag 2 4346.4721 8.0698 24.8793 -0.0409 0.0000 0.000' 63 TL -Z 80MPH 4584.9317 14.3758 27.4601 -0.0607 -2405.1205 93.3796 (Diag 2 -4598.5967 12.2435 -27.4601 0.0607 0.0000 0.0000 64 TL +Z 80MPH -4133.6000 8.0665 24.7874 0.0586 0.0000 0.000C (Diag 2 4147.2650 18.5527 -24.7874 -0.0586 -2171.0334 -459.2231_ 64 TL -Z 80MPH 4396.7183 12.2378 -27.3700 -0.0392 0.0000 O.000C (Diag 2 -4383.0532 14.3815 27.3700 0.0392 2397.2283 -93.8806 65 TL +Z 80MPH 4616.5029 12.0096 25.0371 0.7482 0.0000 0.000: (Diag 2 -4602.8378 14.6097 -25.0371 -0.7482 -2192.8987 -113.866E 65 TL -Z 80MPH -4446.1297 8.3715 -27.6137 -0.6803 0.0000 0.000 (Diag 2 4459.7948 18.2477 27.6137 0.6803 2418.5733 -432.5073 66 TL +Z 80MPH 4393.3268 14.6071 -25.1287 -0.6615 2200.9256 113.6386 (Diag 2 -4406.9919 12.0122 25.1287 0.6615 0.0000 0.0000 66 TL -Z 80MPH -4256.1472 18.2450 27.7036 0.6664 -2426.4511 432.2716 (Diag 2 4242.4822 8.3742 -27.7036 -0.6664 0.0000 0.0000 67 TL +Z 80MPH -50477.6118 6.1091 27.7134 -292.3356 970.3030 1513.0063 (Leg 20 50577.4691 -0.2438 -27.7134 292.3356 -3191.1947 -1258.4502 67 TL -Z 80MPH 59116.4210 -5.9078 -27.2370 286.1849 -955.7934 -1687.980! (Leg 20 -59016.5636 11.7731 27.2370 -286.1849 3138.5081 979.52111. 68 TL +Z 80MPH -50705.2028. 6.2553 -26.8638 196.4293 -983.2662 1522.871 (Leg 20 50805.0601 -0.3900 26.8638 -196.4293 3136.0763 -1256.602- 68 TL -Z 80MPH 58889.1707 -5.8667 26.6517 -191.7906 964.8643 -1680.61:_ (Leg 20 -58789.3133 11.7319 -26.6517 191.7906 -3100.6766 975.45';- 69 TL +Z 80MPH 114985.6726 -12.0498 0.1433 -43.9229 -1.2766 -3317.941- (Leg 20 -114885.8153 17.9150 -0.1433 43.9229 -10.2068 2117.283 69 TL -Z 80MPH -104201.8870 11.8581 -0.3696 26.7297 4.5631 3079.404 (Leg 20 104301.7443 -5.9928 0.3696 -26.7297 25.0561 -2364.1363 70 TL +Z BOMPH -191.5465 13.5987 -52.8914 0.8849 0.0000 0.0000 (Diag 2 177.8813 13.0206 52.8914 -0.8849 4632.5453 25.3182 70 TL -Z 80MPH 117.2737 6.0859 51.7818 -0.8725 0.0000 0.0000 (Diag 2 -130.9388 20.5334 -51.7818 0.8725 -4535.3599 -632.6986 71 TL +Z 80MPH 20.5363 13.0124 52.9846 -0.8757 -4640.7083 -26.0349 (Diag 2 -6.8712 13.6069 -52.9846 0.8757 0.0000 0.0000 71 TL -Z 80MPH -84.7315 20.5265 -51.8783 0.8597 4543.8152 632.0950 (Diag 2 98.3967 6.0928 51.8783 -0.8597 0.0000 0.00"- 72 TL +Z 80MPH 4318.0663 15.4397 -25.0163 0.1568 2191.0737 186.560_ Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Ta&ohn SSV Communications Tower - Bloome W Site - Berry Creek, CA Thursday, July 12, 2001 Page 5 of 3y Multiframe4D Version 7.51 DE140ft ROhnSSV BloomerSiteCA AT&T 410-01 (Diag 2 -4304.4012 11.1796 25.0163 -0.1568 0.0000 0.000 72 TL -Z 80MPH -4527.0039 18.0259 27.6132 -0.1649 -2418.5295 413.0772 (Diag 2 4540.6689 8.5934 -27.6132 0.1649 0.0000 0.030C 73 TL +Z 80MPH 4094.8977 11.1899 25.1126 -0.1442 0.0000 0.0300 (Diag 2 -4108.5627 15.4294 -25.1126 0.1442 -2199.5105 -185.6580 73 TL -Z 80MPH -4337.0143 8.6037 -27.7078 0.1560 0.0000 0.0300 (Diag 2 4323.3493 18.0156 27.7078 -0.1560 2426.8139 -412.1745 74 TL +Z 80MPH -4448.8138 4.8016 24.7684 -0.7085 0.0000 0.0000 (Diag 2 4435.1487 21.8177 -24.7684 0.7085 -2169.3636 -745.1885 74 TL -Z 80MPH 4294.3691 14.9000 -27.3704 0.6665 0.0000 0.0000 (Diag 2 -4308.0342 11.7193 27.3704 -0.6665 2397.2605 139.2930 75 TL +Z BOMPH -4222.2573 21.8136 -24.6723 0.7302 2160.9485 744.8322 (Diag 2 4235.9223 4.8056 24.6723 -0.7302' 0.0000 0.0000 75 TL -Z 80MPH 4106.1658 11.7178 27.2753 -0.7678 -2388.9318 -139.4196 (Diag 2 -4092.5008 14.9014 -27.2753 0.7678 0.0000 0.0000 76 TL +Z 80MPH -154.1410 7.2862 -56.2029 -0.5559 0.0000 0.0000 (Diag 4 164.3732 11.6049 56.2029 0.5559 4720.2987 -181.3535 76 TL -Z 80MPH 251.9618 7.2501 55.4245 0.5417 0.0000 0.0001, (Diag 4 -241.7296 11.6410 -55.4245 -0.5417 -4654.9196 -184.3865 77 TL +Z 80MPH -374.1844 11.6138 56.0924 0.6133 -4711.0147 182.1070 (Diag 4 363.9522 7.2773 -56.0924 -0.6133 0.0000 0.0000 77 TL -Z 80MPH 470.3869 11.6483 -55.3168 -0.5971 4645.8754 184.9989 (Diag 4 -480.6191 7.2428 55.3168 0.5971 0.0000 0.0000 78 TL +Z 80MPH -4058.1322 13.4101 -26.8431 -0.1111 2254.4620 332.9697 (Diag 4 4047.8999 5.4810 26.8431 0.1111 0.0000 0.0000 78 TL -Z 80MPH 4304.9734 9.7281 29.1080 0.1214 -2444.6820 23.7294 (Diag 4 -4315.2057 9.1630 -29.1080 -0.1214 0.0000 0.000C 79 TL +Z 80MPH -3826.7322 5.4698 26.7356 0.1659 0.0000 0.000C (Diag 4 3836.9645 13.4214 -26.7356 -0.1659 -2245.4326 -333.9146 79 TL -Z 80MPH 4099.3631 9.1524 -28.9995 -0.1787 0.0000 0.0000 (Diag 4 -4089.1308 9.7388 28.9995 0.1787 2435.5685 -24.6250 80 TL +Z 80MPH 4586.2362 9.1814 26.6510 0.4551 0.0000 0.0000 (Diag 4 -4576.0039 9.7097 -26.6510 -0.4551 -2238.3308 -22.1827 80 TL -Z 80MPH -4402.5286 5.5356 -28.9161 -0.4359 0.0000 0.0000 (Diag 4 4412.7609 13.3555 28.9161 0.4359 2428.5663 -328.3818 81 TL +Z 80MPH 4349.4241 9.7144 -26.7581 -0.4059 2247.3229 22.5830 (Diag 4 -4359.6564 9.1767 26.7581 0.4059 0.0000 0.0000 81 TL -Z 80MPH -4198.8960 13.3564 29.0251 0.4342 -2437.7193 328.4574 (Diag 4 4188.6637 5.5347 -29.0251 -0.4342 0.0000 0.0000 82 TL +Z BOMPH -46724.8224 5.6613 -32.5332 -291.5602 3191.5237 1258.5924 (Leg 40 46808.1493 -0.7671 32.5332 291.5602 -584.3820 -1001.0108 82 TL -Z 80MPH 54785.5423 4.0212 31.9171 285.4133 -3138.8365 -979.6703 (Leg 40 -54702.2155 0.8731 -31.9171 -285.4133 581.0663 1105.8115 83 TL +Z 80MPH -46962.8811 5.4687 31.4803 195.6046 -3136.3048 1256.7464 (Leg 40 47046.2080 -0.5744 -31.4803 -195.6046 613.5371 -1014.6074 83 TL -Z 80MPH 54546.6863 4.0724 -31.1699 -190.9694 3100.9042 -975.5968 (Leg 40 -54463.3594 0.8218 31.1699 190.9694 -603.0156 1105.8433 84 TL +Z 80MPH 106618.773440- --- 3.2647 -0.1477 -43.9396 10.2603 -2117.5718 (Leg 40 -106535.4536 1.6296 0.1477 43.9396 1.5750 2183.0873 84 TL -Z 80MPH -96402.5181 6.6971 0.3209 26.6889 -25.1372 2364.4191 (Leg 40 96485.8379 Q-- -1.8029 -0.3209 -26.6889 -0.5772 -2023.8319 85 TL +Z 80MPH -421.4752 10.4215 -55.9788 0.3304 0.0000 0.0000 (Diag 4 411.2430 8.4696 55.9788 -0.3304 4701.4762 81.9654 85 TL -Z 80MPH 410.3940 3.5764 55.1863 -0.3375 0.0000 0.009:� (Diag 4 -420.6262 15.3147 -55.1863 0.3375 -4634.9184 -492.9331 86 TL +Z 80MPH -201.4376 8.4602 56.0952 -0.3359 -4711.2513 -82.7599 (Diag 4 211.6698 10.4310 -56.0952 0.3359 0.0000 0.0006 86 TL -Z 80MPH 191.9567 15.3070 -55.2997 0.3410 4644.4417 492.284i, (Diag 4 -181.7245 3.5841 55.2997 -0.3410 0.0000 0.0000 87 TL +Z 80MPH 4310.2875 10.3093 -26.6218 -0.0096 2235.8798 72.5427 (Diag 4 -4300.0552 8.5818 26.6218 0.0096 0.0000 0.0000 87 TL -Z 80MPH -4446.9784 13.3631 28.9067 0.0133 -2427.7757 329.0224 (Diag 4 4457.2108 5.5280 28.9067 -0.0133 0.0000 0.000C 88 TL +Z 80MPH 4073.4521 8.5849 26.7349 0.0053 0.0000 0.000C (Diag 4 -4083.6845 10.3062 -26.7349 -0.0053 -2245.3805 -72.284E 88 TL -Z 80MPH -4243.3537 5.5354 -29.0216 -0.0099 0.0000 0.0000 (Diag 4 4233.1214 13.3557 29.0216 0.0099 2437.4289 -328.401 89 TL +Z 80MPH -4108.8956 2.0660 26.7331 -0.3481 0.0000 0.OC: Review Existing 140 foot •1 Rohn SSV Communications Tower - BloMtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 6 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 4 289.9439 11.4538 -55.4340 -0.2255 -4458.6804 -203.3823 92 TL +Z 8OMPH 63.6981 10.6139 56.0533 0.2968 -4508.4970 135.8281 (Diag 4 -73.9303 7.2364 -56.0533 -0.2968 0.0000 0.0000 92 TL -Z 8OMPH -43.2576 11.4625 -55.3029 -0.3024 4448.1394 204.0849 (Diag 4 33.0253 6.3878 55.3029 0.3024 0.0000 0.001j: 93 TL +Z 8OMPH -4352.4678 13.1091 -26.6242 0.1176 2141.4437 336.521-- (Diag 4 4342.2355 4.7412 26.6242 -0.1176 0.0000 0.0000 93 TL -Z BOMPH 4500.5251 8.8699 28.8636 -0.1223 -2321.5661 -4.4467 (Diag 4 -4510.7575 8.9804 -28.8636 0.1223 0.0000 0.0001' 94 TL +Z 8OMPH -4096.4779 4.7412 26.4924 -0.0372 0.0000 0.0000 (Diag 4 4106.7103 13.1091 -26.4924 0.0372 -2130.8452 -336.5211 94 TL -Z 80MPH 4279.3385 8.9726 -28.7357 0.0427 0.0000 0.0000 (Diag 4 -4269.1062 8.8777 28.7357 -0.0427 2311.2806 3.8165 95 TL +Z 8OMPH 4296.0069 8.5980 26.8819 0.3812 0.0000 0.0000 (Diag 4 -4285.7746 9.2523 -26.8819 -0.3812 -2162.1757 -26.3118 95 TL -Z 80MPH -4211.6091 5.2085 -29.1138 -0.3356 0.0000 0.000C (Diag 4 4221.8414 12.6418 29.1138 0.3356 2341.6899 -298.9413 96 TL +Z BOMPH 4048.1471 9.2447 -27.0141 -0.3144 2172.8012 25.7006 (Diag 4 -4058.3794 8.6056 27.0141 0.3144 0.0000 0.0000 96 TL -Z 8OMPH -3990.0708 12.6377 29.2419 0.3305 -2351.9903 298.6068 (Diag 4 3979.8385 5.2126 -29.2419 -0.3305 0.0000 0.0000 97 TL +Z 8OMPH -42971.8715 3.7491 29.5632 -291.3685 584.5606 1001.0237 (Leg 40 43055.1984 1.1451 -29.5632 291.3685 -2953.6946 -896.6828 97 TL -Z 80MPH 50642.5162 -3.2873 -28.7621 285.2178 -581.2444 -1105.8235 (Leg 40 -50559.1893 8.1815 28.7621 -285.2178 2886.1736 646.281 98 TL +Z 8OMPH -43227.2475 4.0039 -28.5961 195.3217 -613.6074 1014.620: (Leg 40 43310.5744 0.8904 28.5961 -195.3217 2905.2358 -889.865? 98 TL -Z 8OMPH 50389.0124 -3.6842 28.0492 -190.6863 603.0865 -1105.8557 (Leg 40 -50305.6856 8.5785 -28.0492 190.6863 -2850.8907 614.5023 99 TL +Z 80MPH 98540.1707 -6.7874 0.0331 -43.9729 -1.5211 -2183.1117 (Leg 40 -98456.8508 11.6817 -0.0331 43.9729 -1.1303 1443.0752 99 TL -Z 8OMPH -88688:0427 7.0661 0.2164 26.6664 0.5276 2023.857-'- 023.85;_(Leg (Leg40 88771.3625 -2.1719 -0.2164 -26.6664 -17.8732 -1653.7006 100 TL +Z 8OMPH 22.4727 10.6846 -55.9367 0.4112 0.0000 O.000C (Diag 4 -32.7049 7.1656 55.9367 -0.4112 4499.1149 141.5214 100 TL -Z 8OMPH -100.4954 2.3545 55.1658 -0.4005 0.0000 0.000U (Diag 4 90.2632 15.4957 -55.1658 0.4005 -4437.1078 -528.488E 101 TL +Z 80MPH 259.8329 7.1541 56.0674 -0.4242 -4509.6282 -142.446 (Diag 4 -249.6006 10.6961 -56.0674 0.4242 0.0000 0.0000 101 TL -Z 80MPH -336.9651 15.4865 -55.3041 0.4063 4448.2336 527.7421 (Diag 4 347.1973 2.3638 55.3041 -0.4063 0.0000 0.0000 102 TL +Z 8OMPH 4026.2554 9.9106 -26.8683 -0.0031 2161.0797 79.2610 (Diag 4 -4016.0231 7.9397 26.8683 0.0031 0.0000 0.0000 102 TL -Z 80MPH -4244.5480 12.6727 29.1234 -0.0062 -2342.4619 301.428 (Diag 4 4254.7804 5.1775 -29.1234 0.0062 0.0000 0.0000 103 TL +Z 80MPH 3778.4176 7.9584 27.0081 -0.0064 0.0000 0.000C (Diag 4 -3788.6499 9.8918 -27.0081 0.0064 -2172.3219 -77.7541 103 TL -Z BOMPH -4023.0010 5.1920 -29.2587 0.0196 0.0000 0.0000 (Diag 4 4012.7686 12.6583 29.2587 -0.0196 2353.3395 -300.2677 104 TL +Z BOMPH -4393.3650 0.9668 26.4907 -0.4054 0.0000 0.0000 (Diag 4 4383.1327 16.8835 -26.4907 0.4054 -2130.7106 -640.105E 104 TL -Z 8OMPH 4238.8321 12.0605 -28.7544 0.3759 0.0000 0.0000 (Diag 4 -4249.0644 5.7898 28.7544 -0.3759 2312.7848 252.1863 105 TL +Z 80MPH -4137.3335 16.8728 -26.3520 0.4051 2119.5472 639.2494 (Diag 4 4147.5658 0.9775 26.3520 -0.4051 0.0000 0.0000 105 TL -Z 8OMPH 4017.6582 5.7880 28.6187 -0.4345 -2301.8640 -252.3255 (Diag 4 -4007.4259 12.0623 -28.6187 0.4345 0.0000 0.0000 106 TL +Z 80MPH -320.9111 5.6435 -56.2259 -0.3365 0.0000 0.0000 (Diag 4 331.1433 11.1659 56.2259 0.3365 4325.3973 -212.4162 106 TL -Z 8OMPH 422.0595 7.4911 55.5174 0.3124 0.0000 0.000C (Diag 4 -411.8273 9.3183 -55.5174 -0.3124 -4270.8893 -70.2810 107 TL +Z 8OMPH -572.8965 11.1797 56.0644 0.4376 -4312.9685 213.474C (Diag 4 562.6643 5.6298 =56.0644 -0.4376 0.0000 0.0000 107 TL -Z 80MPH 675.5294 9.3291 -55.3631 -0.4131 4259.0175 71.1081 (Diag 4 -685.7616 7.4804 55.3631 0.4131 0.0000 0.000i- 108 TL +Z BOMPH -3923.7149 11.6868 -27.2742 0.1697 2098.1731 252.484: (Diag 4 3913.4825 5.1227 27.2742 -0.1697 0.0000 0.000. 108 TL -Z 80MPH 4174.4700 8.6624 29.4606 -0.1467 -2266.3710 19.8236 (Diag 4 -4184.7023 8.1470 -29.4606 0.1467 0.0000 0.0000 109 TL +Z BOMPH -3661.3610 5.0970 27.1250 -0.0744 0.0000 0.0000 (Diag 4 3671.5933 11.7124 -27.1250 0.0744 -2086.6984 -254.4581 109 TL -Z BOMPH 3939.8265 8.1327 -29.3075 0.0478 0.0000 0.0000 (Diag 4 -3929.5941 8.6767 29.3075 -0.0478 2254.5911 -20.9251 110 TL +Z 80MPH 4639.4597 9.1233 26.3275 0.5211 0.0000 0.000 (Diag 4 -4629.2274 7.6861 -26.3275 -0.5211 -2025.3467 55.2796 110 TL -Z 8OMPH -4459.1647 4.2463 -28.5237 -0.4796 0.0000 0.0000 (Diag 4 4469.3970 12.5631 28.5237 0.4796 2194.2990 -319.9026 111 TL +Z SOMPH 4366.4270 7.7024 -26.4750 -0.4340 2036.6940 -54.0313 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T�Rohn SSV Communications Tower - Bloome&n Site - Berry Creek, CA Thursday, July 12, 2001 Page 7 of Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 4 -4376.6593 9.1071 26.4750 0.4340 0.0000 0.0000 111 TL -Z BOMPH -4215.9674 12.5624 28.6768 0.4993 -2206.0705 319.8453 (Diag 4 4205.7351 4.2470 -28.6768 -0.4993 0.0000 0.0000 112 TL +Z 80MPH -38863.4730 3.0979 -25.2515 -291.0896 2953.8907 896.6571 (Leg 40 38946.7999 1.7963 25.2515 291.0896 -930.2922 -844.5034 112 TL -Z BOMPH 45969.4747 3.0454 24.8730 284.9402 -2886.3694 -646.2661 (Leg 40 -45886.1479 1.8488 -24.8730 -284.9402 893.1024 694.2140 113 TL +Z BOMPH -39129.4256 2.7271 23.1821 194.9220 -2905.3074 889.8433 (Leg 40 39212.7524 2.1672 -23.1821 -194.9220 1047.5439 -867.4095 113 TL -Z 8OMPH 45698.6150 4.6231 -22.4835 -190.2875 2850.9575 -614.4868 (Leg 40 -45615.2881 0.2711 22.4835 190.2875 -1049.1774 788.8682 114 TL +Z 80MPH 89487.7656 2.8241 -0.9343 -44.0221 1.1924 -1443.041; (Leg 40 -89404.4458 2.0702 0.9343 44.0221 73.6792 1473.2487 114 TL -Z 8OMPH -80178.4600 3.3722 -1.3779 26.6288 17.8421 1653.6576 (Leg 40 80261.7799 1.5220 1.3779 -26.6288 92.5790 -1579.5200 115 TL +Z 8OMPH -614.1340 9.0981 -55.9364 0.1785 0.0000 0.0000 (Diag 4 603.9017 7.7114 55.9364 -0.1785 4303.1284 53.3372 115 TL -Z 80MPH 627.9728 3.4016 55.2147 -0.1581 0.0000 0.0000 (Diag 4 -638.2050 13.4078 -55.2147 0.1581 -4247.6029 -384.8847 116 TL +Z BOMPH -362.1587 7.6968 56.1071 -0.2224 -4316.2605 -54.4590 (Diag 4 372.3909 9.1126 -56.1071 0.2224 0.0000 0.0000 116 TL -Z 8OMPH 374.4826 13.3964 -55.3776 0.2148 4260.1346 384.0008 (Diag 4 -364.2504 3.4131 55.3776 -0.2148 0.0000 0.0000 117 TL +Z 80MPH 4379.4062 8.2066 -26.2766 -0.0136 2021.4298 -15.2430 (Diag 4 -4369.1739 8.6029 26.2766 0.0136 0.0000 0.000C 117 TL -Z 80MPH -4483.0634 12.7714 28.4975 -0.0038 -2192.2789 335.9261 (Diag 4 4493.2957 4.0380 -28.4975 0.0038 0.0000 0.0000 118 TL +Z 80MPH 4106.3107 8.5982 26.4329 -0.0306 0.0000 0.0000 (Diag 4 -4116.5430 8.2113 -26.4329 0.0306 -2033.4538 14.8810 118 TL -Z 8OMPH -4239.8679 4.0533 -28.6601 0.0451 0.0000 0.000C (Diag 4 4229.6356 12.7562 28.6601 -0.0451 2204.7900 -334.7514 119 TL +Z BOMPH -3950.7060 1.1383 27.1662 -0.1821 0.0000 0.0000 (Diag 4 3940.4737 15.6711 -27.1662 0.1821 -2089.8666 -558.9979 119 TL -Z 8OMPH 3917.6345 11.3963 -29.3778 0.1228 0.0000 0.0000 (Diag 4 -3927.8668 5.4131 29.3778 -0.1228 2260.0013 230.1418 120 TL +Z BOMPH -3688.3899 15.6860 -27.0090 0.1459 2077.7743 560.1393 (Diag 4 3698.6222 1.1235 27.0090 -0.1459 0.0000 0.0000 120 TL -Z 8OMPH 3682.9945 5.4138 29.2148 -0.2330 -2247.4620 -230.0853 (Diag 4 -3672.7622 11.3956 -29.2148 0.2330 0.0000 0.0000 121 TL +Z 80MPH 105.2820 40.6934 25.9130 0.5230 -852.1563 1007.313 (Mount -105.2820 -21.0119 -25.9130 -0.5230 -797.6365 956.9725 121 TL -Z 80MPH -60.8975 28.1344 -24.4440 0.8616 799.9247 390.1970 (Mount 60.8975 -8.4529 24.4440 -0.8616 756.3424 774.4985 122 TL +Z 8OMPH 102.7246 38.7420 -26.3474 -0.5750 882.7665 954.7561 (Mount -102.7246 -19.0605 26.3474 0.5750 794.6847 885.2893 122 TL -Z 80MPH -57.9529 30.9028 24.8570 -0.7942 -828.7994 473.0453 (Mount 57.9529 -11.2213 -24.8570 0.7942 -753.7628 867.9035 123 TL +Z 80MPH 274.0367 67.7323 -34.3800 -0.4755 1348.7758 2160.5424 (Mount -274.0367 -48.0508 34.3800 0.4755 840.0837 1525.2188 123 TL -Z 80MPH -96.3390 105.9273 32.3110 0.3430 -1270.1966 3670.7087 (Mount 96.3390 -86.2459 -32.3110 -0.3430 -786.9350 2446.8042 124 TL +Z BOMPH 266.8831 65.7447 33.9092 0.6740 -1296.4912 2086.6860 (Mount -268.8831 -46.0633 -33.9092 -0.6740 -862.3939 1472.5343 124 TL -Z 8OMPH -90.4112 106.9699 -31.8386 -0.4982 1219.7465 3710.0026 (Mount 90.4112 -87.2885 31.8386 0.4982 807.3096 2473.8837 125 TL +Z 8OMPH 1553.0965 19.6815 -0.0000 0.0391 0.0000 0.0000 (Mount -1553.0965 -0.0000 0.0000 -0.0391 -0.0000 626.5262 125 TL -Z 8OMPH -1831.5290 19.6815 0.0000 -0.0239 0.0000 0.0000 (Mount 1831.5290 -0.0000 -0.0000 0.0239 0.0000 626.526 126 TL +Z 8OMPH 1553.0965 -0.0000 0.0000 0.0391 0.0000 -626.5262 (Mount -1553.0965 19.6815 -0.0000 -0.0391 0.0000 0.0000 126 TL -Z 80MPH -1831.5290 -0.0000 -0.0000 -0.0239 0.0000 -626.5262 (Mount 1831.5290 19•.6815 0.0000 0.0239 0.0000 0.000C 127 TL +Z 80MPH -226.9061 64.7373 42.7076 1.4535 -1278.1602 2181.0964 (Mount 226.9061 -45.0558 -42.7076 -1.4535 -1440.8850 1313.9817 127 TL -Z 8OMPH 403.4150 108.3292 -40.6987 -1.2877 1215.6797 3630.6834 (Mount -403.4150 -88.6477 40.6987 1.2877 1375.4666 2639.7431 128 TL +Z 80MPH -1002.2895 19.6815 -0.0000 0.4264 0.0000 0.0001 - (Mount 1002.2895 -0.0000 0.0000 -0.4264 0.0007 626.5262 128 TL -Z 80MPH 681.1045 19.6815 0.0000 -0.4368 0.0000 0.0000 (Mount -681.1045 -0.0000 -0.0000 0.4368 -0.0005 626.5262 129 TL +Z 8OMPH -1033.1832 -0.0000 -0.0000 -0.3611 0.0007 -626.5262 (Mount 1033.1832 19.6815 0.0000 0.3611 0.0000 0.0000 129 TL -Z 8OMPH 704.4052 -0.0000 0.0000 0.3287 -0.0005 -626.5262 (Mount -704.4052 19.6815 -0.0000 -0.3287 0.0000 0.0000 130 TL +Z BOMPH -220.1141 67.2008 -43.3958 -1.2627 1339.0109 2274.0700 (Mount 220.1141 -47.5194 43.3958 1.2627 1423.8524 1377.8556 130 TL -Z BOMPH 400.2996 107.9121 41.6332 1.0802 -1286.3296 3616.5630 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 footRohn SSV Communications Tower - Bloo• Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 8 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 910-0': (Mount -400.2996 -88.2307 -41.6332 -1.0802 -1364.3177 2627.315( 131 TL +Z BOMPH -178.7983 29.1699 -17.2234 -0.8877 1477.6510 649.801: (Mount 178.7983 -9.4885 17.2234 0.8877 -381.0940 580.823E 131 TL -Z 8OMPH 222.5410 39.3865 15.7009 -0.5251 -1413.9631 742.078', (Mount -222.5410 -19.7051 -15.7009 0.5251 414.3375 1139.003`_ 132 TL +Z 8OMPH -1002.2895 -0.0000 0.0000 0.4264 -0.0007 -626.526 (Mount 1002.2895 19.6815 -0.0000 -0.4264 0.0000 0.000C 132 TL -Z BOMPH 681.1045 -0.0000 -0.0000 -0.4368 0.0005 -626.5262 (Mount -681.1045 19.6815 0.0000 0.4368 0.0000 0.0000 133 TL +Z BOMPH -1033.1832 19.6815 0.0000 -0.3612 0.0000 0.000C (Mount 1033.1832 0.0000 -0.0000 0.3612 -0.0007 626.526- 26.526133 133 TL -Z 8OMPH 704.4052 19.6815 -0.0000 0.3286 0.0000 0.0000 (Mount -704.4052 0.0000 0.0000 -0.3286 0.0005 626.526 134 TL +Z 8OMPH -175.5637 31.9669 16.5952 0.8545 -1446.3179 726.9935 (Mount 175.5637 -12.2855 -16.5952 -0.8545 389.7586 681.7070 134 TL -Z 80MPH 221.1364 37.7813 -14.8002 0.5068 1393.0108 692.6552 (Mount -221.1364 -18.0998 14.8002 -0.5068 -450.7328 1086.225` 135 TL +Z 80MPH 141.8081 -15.1980 -40.8674 0.6512 341.2582 -1110.390s - (Mount -141.8081 34.8795 40.8674 -0.6512 2260.6355 -483.7445 135 TL -Z 80MPH -96.5904 -15.4664 42.0888 0.6824 -380.1566 -652.6590 (Mount 96.5904 35.1479 -42.0888 -0.6824 -2299.4984 -958.563b 136 TL +Z 80MPH 222.6485 -108.7617 74.0221 1.8165 -2201.8826 -3131.1595 (Mount -222.6485 128.4431 -74.0221 -1.8165 -2510.8555 -4419.8587 136 TL -Z 80MPH -43.8337 -23.6835 -76.3528 -1.8679 2239.7362 -794.0297 (Mount 43.8337 43.3649 76.3528 1.8679 2621.3948 -1340.3438 137 TL +Z 8OMPH 216.1161 128.1531 -74.4464 -1.6567 2548.7483 9915.068; ;Mount -216.1161 -108.4717 74.4464 1.6567 2191.0042 3117.483- 137 TL -Z 80MPH -38.4670 49.3920 75.9646 1.7903 -2570.3407 1565.064: (Mount 38.4670 -29.7106 -75.9646 -1.7903 -2266.0704 953.0344 138 TL +Z 80MPH 138.4533 31.7339 40.5198 -0.6670 -2234.6480 386.0627 (Mount -138.4533 -12.0525 -40.5198 0.6670 -345.1085 1007.804- 138 TL -Z 80MPH -94.2867 35.8480 -42.4892 -0.7695 2302.2348 953.1511 (Mount 94.2867 -16.1666 42.4892 0.7695 402.9083 702.6465 139 TL +Z 8OMPH -2053.7244 5.5036 -40.1265 0.0935 0.0000 0.0000 (Diag 6 2063.9567 10.2650 40.1265 -0.0935 2948.6458 -174.9434 139 TL -Z BOMPH 2417.5073 6.6803 39.4480 -0.0526 0.0000 0.0000 (Diag 6 -2407.2750 9.0884 -39.4480 0.0526 -2898.7931 -88.4768 140 TL +Z 8OMPH -2312.2486 10.2858 39.9800 0.0060 -2937.8865 176.467-- (Diag 6 2302.0163 5.4829 -39.9800 -0.0060 0.0000 0.0000 140 TL -Z 8OMPH 2687.0138 9.1044 -39.3009 -0.0264 2887.9827 89.6553 (Diag 6 -2697.2461 6.6643 39.3009 0.0264 0.0000 0.000i 141 TL +Z 80MPH -2408.3224 12.2436 -19.1579 0.5197 1407.7995 320.3346 (Diag 6 2398.0901 3.5251 19.1579 -0.5197 0.0000 0.0000 141 TL -Z 80MPH 2955.1788 7.0709 20.7352 -0.5375 -1523.7021 -59.772: (Diag 6 -2965.4112 8.6977 -20.7352 0.5375 0.0000 0.000C 142 TL +Z BOMPH -2087.3140 3.5516 18.9646 -0.4164 0.0000 0.0000 (Diag 6 2097.5463 12.2171 -18.9646 0.4164 -1393.5925 -318.387E 142 TL -Z 8OMPH 2658.4663 8.6461 -20.5495 0.4357 0.0000 0.0000 (Diag 6 -2648.2340 7.1226 20.5495 -0.4357 1510.0592 55.9768 93 TL +Z 80MPH 5274.1675 90- 9.3435 18.9757 0.4984 0.0000 0.000C 'Diag 6 -5263.9352 6.4252 -18.9757 -0.4984 -1394.4098 107.224' 143 TL -Z 8OMPH -4782.6697 3.0214 -20.5569 -0.4239 0.0000 0.000 (Diag 6 4792.9020 12.7472 20.5569 0.4239 1510.6028 -357.3464 144 TL +Z 8OMPH 5031.6452 6.3835 -19.1701 -0.9984 1408.6906 -110.2892 (Diag 6 -5041.8775 9.3851 19.1701 0.4484 0.0000 0.0000 199 TL -Z 8OMPH -4604.0141 12.7774 20.7475 0.4353 -1524.6096 359.5601 (Diag 6 4593.7818 2.9913 -20.7475 -0.4353 0.0000 0.0000 145 TL +Z 8OMPH 28.7392 -0.9025 -37.8976 2.9517 1594.8962 -35.797E (Mount 9.8566 0.9025 37.8976 -2.9517 1436.9099 -36.405E 145 TL -Z 8OMPH 8.3409 1.1147 -37.8342 -2.5797 1421.5339 46.6933 (Mount 30.2548 -1.1147 37.8342 2.5797 1605.2016 42.528% 146 TL +Z BOMPH -3.9759. -32.1622 -60.1811 12.0725 2193.7356 -1265.4033 (Mount 42.5716 32.1622 50.1811 -12.0725 2620.7469 -1307.573(; 146 TL -Z 8OMPH 46.7782 -31.4305 -57.0405 -12.9898 2457.1730 -1418.053( ,Mount -8.1824 31.4305 57.0405 12.9898 2106.0650 -1096.382: 197 TL +Z 8OMPH -4.0120 30.8954 -57.9145 -20.3726 2102.7200 1212.562- 212.562(Mount (Mount 42.6077 -30.8954 57.9145 20.3726 2530.4410 1259.0643 147 TL -Z 8OMPH 45.0524 32.8707 -59.6537 21.4899 2552.2640 1473.2071 (Mount -6.4567 -32.8707 59.6537 -21.4899 2220.0280 1156.448b 148 TL +Z 8OMPH -34758.8119 5.9649 -13.6202 -360.6832 906.5900 842.2924 (Leg 60 34827.1398 -1.9516 13.6202 360.6832 184.9054 -525.0887 148 TL -Z 8OMPH 40663.8664 6.3948 11.9073 337.3086 -850.8836 -692.2507 (Leg 60 -40595.5385 -2.3816 -11.9073 -337.3086 -103.3425 1043.911' 149 TL +Z 80MPH -35070.3656 6.3413 12.6077 141.6247 -863.7346 865.1840 (Leg 60 35138.6935 -2.3280 -12.6077 -141.6247 -146.6190 -517.8197 149 TL -Z BOMPH 40402.2590 1.6985 -17.1475 -118.4719 960.5516 -787.0022 (Leg 60 -40333.9311 2.3148 17.1475 118.4719 413.6138 762.3095 150 TL +Z 80MPH 4.5526 27.8478 44.4831 -36.7660 -1699.5148 983.9197 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T ohn SSV Communications Tower - Bloome0n Site - Berry Creek, CA Thursday, July 12, 2001 Page 9 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount 34.0431 -27.8478 -44.4831 36.7660 -1859.1320 1243.9059 150 TL -Z 8OMPH 37.9279 41.5936 68.7301 38.4964 -2929.1246 1690.2520 (Mount 0.6678 -41.5936 -68.7301 -38.4964 -2569.2789 1637.230" 151 TL +Z 8OMPH 4.2192 -29.6786 47.5340 22.4655 -1821.7954 -1054.2568 (Mount 34.3766 29.6786 -47.5340 -22.4655 -1980.9229 -1320.0281 151 TL -Z 8OMPH 39.1161 -40.7086 67.2654 -28.6932 -2875.4672 -1659.4863 (Mount -0.5204 40.7086 -67.2654 28.6932 -2505.7616 -1597.2031 152 TL +Z 80MPH 79480.4632 a-- 7.2677 4.3116 -82.1805 -71.0548 -1469.1445 (Leg 60 -79412.1353 -3.2544 -4.3116 82.1805 -274.4635 1890.7546 152 TL -Z 80MPH -71352.8240 5.3323 12.7791 -11.2145 -320.0760 1575.2867 (Leg 60 71421.1519 4 -1.3191 -12.7791 11.2145 -704.0164 -1308.7724 153 TL +Z 80MPH 13.3532 37.4930 10.7464 39.8357 -502.7995 1400.0343 (Mount 25.2425 -37.4930 -10.7464 -39.8357 -356.9149 1599.4049 153 TL -Z 8OMPH 23.8382 28.2775 26.6757 -34.1809 -985.9854 1221.7064 (Mount 14.7575 -28.2775 -26.6757 34.1809 -1148.0683 1040.4945 154 TL +Z 8OMPH 62.5489 80.8403 1.2216 -58.7530 1.1684 3614.9043 (Mount -23.9531 -80.8403 -1.2216 58.7530 -98.8981 2852.3142 154 TL -Z 80MPH -22.7977 52.7569 2.3304 59.7622 -2.5487 1752.5934 (Mount 61.3935 -52.7569 -2.3304 -59.7622 -183.8849 2467.9520 155 TL +Z 80MPH 65.4045 -77.6629 1.1450 43.6438 0.9884 -3503.5465 (Mount -26.8087 77.6629 -1.1450 -43.6438 -92.5905 -2709.4813 155 TL -Z 80MPH -17.4707 -55.8197 2.3426 -36.1646 -2.5605 -1906.1860 (Mount 56.0665 55.8197 -2.3426 36.1646 -184.8507 -2559.3864 156 TL +Z 8OMPH 13.0047 -36.2996 12.8859 -44.6500 -590.1364 -1347.9173 (Mount 25.5911 36.2996 -12.8859 44.6500 -440.7334 -1556.0530 156 TL -Z 8OMPH 22.9331 -29.0987 25.5094 47.8244 -940.1834 -1245.3194 (Mount 15.6626 29.0987 -25.5094 -47.8244 -1100.5638 -1082.5771 157 TL +Z 8OMPH -2348.5711 9.0965 -39.8439 -0.4084 0.0000 0.0000 (Diag 6 2338.3387 6.6722 39.8439 0.4084 2927.8832 89.0723 157 TL -Z 80MPH 2642.2910 2.4664 39.1446 0.2732 0.0000 0.0000 (Diag 6 -2652.5234 13.3023 -39.1446 -0.2732 -2876.4930 -398.1307 158 TL +Z 80MPH -2090.0677 6.6501 39.9978 0.2343 -2939.1935 -90.6938 (Diag 6 2100.3000 9.1185 -39.9978 -0.2343 0.0000 0.0000 158 TL -Z 8OMPH 2372.7563 13.2851 -39.3006 -0.2241 2887.9560 396.8686 (Diag 6 -2362.5239 2.4836 39.3006 0.2241 0.0000 0.0000 159 TL +Z 80MPH 5088.2681 7.2679 -18.9404 -0.7277 1391.8105 -45.2976 (Diag 6 -5078.0357 8.5007 18.9404 0.7277 0.0000 0.0000 159 TL -Z 80MPH -4791.0460 12.6246 20.5477 0.7726 -1509.9223 348.3352 (Diag 6 4801.2783 3.1440 -20.5477 -0.7726 0.0000 0.0000 160 TL +Z BOMPH 4845.8845 8.5771 19.1496 0.5732 0.0000 0.000C (Diag 6 -4856.1168 7.1916 -19.1496 -0.5732 -1407.1850 50.9071 160 TL -Z 8OMPH -4612.5310 3.1087 -20.7478 -0.6593 0.0000 0.000L. (Diag 6 4602.2986 12.6600 20.7478 0.6593 1524.6263 -350.931* 161 TL +Z 8OMPH -2420.8599 -0.2685 19.0255 -0.4474 0.0000 0.0000 (Diag 6 2410.6276 16.0372 -19.0255 0.4474 -1398.0697 -599.1027 161 TL -Z 8OMPH 2773.6311 11.7615 -20.6287 0.4575 0.0000 0.0000 (Diag 6 -2783.8634 4.0071 20.6287 -0.4575 1515.8731 284.9120 162 TL +Z 80MPH -2099.6746 15.9771 -18.8229 0.5006 1383.1825 594.6872 (Diag 6 2109.9069 -0.2084 18.8229 -0.5006 0.0000 0.0000 162 TL -Z 80MPH 2476.7890 4.0653 20.4303 -0.2824 -1501.2933 -280.6342 (Diag 6 -2466.5567 11.7033 -20.4303 0.2824 0.0000 0.0000 163 TL +Z 80MPH 55.6809 31.2925 17.6353 -0.0439 -598.0215 499.7109 (Mount -55.6809 -11.6110 -17.6353 0.0439 -524.7595 866.051: 163 TL -Z 80MPH -96.6483 39.3628 -13.3532 0.8290 457.5640 994.934e (Mount 96.6483 -19.6814 13.3532 -0.8290 392.5903 884.E39', 164 TL +Z 8OMPH 55.6184 29.2603 -18.7136 -0.0178 663.7215 443.24 (Mount -55.6184 -9.5788 18.7136 0.0178 527.7112 793.13-i,. 164 TL -Z 80MPH -97.1181 41.5881 14.3692 -0.7659 -519.6666 1051.443• (Mount 97.1181 -21.9067 -14.3692 0.7659 -395.1700 969.EO84 165 TL +Z 80MPH 90.6084 104.9324 -31.5995 0.8537 1407.2126 3638.6899 (Mount -90.6084 -85.1974 31.5995 -0.8537 610.0940 2430.2382 165 TL -Z 80MPH -264.9918 62.2487 26.5703 -1.0647 -1225.6906 1963.020C (Mount 264.9918 -42.5137 =26.5703 1.0647 -470.5538 1380.9865 166 TL +Z 80MPH 93.0587 -83.2013 30.3736 -0.6685 -684.0941 -2384.1343 (Mount -93.0587 102.9363 -30.3736 0.6685 -1254.9482 -3557.2560 166 TL -Z 80MPH -268.3651 -46.4648 -25.3618 0.7576 541.1565 -1453.3804 (Mount 268.3651 66.1998 25.3618 -0.7576 1077.9381 -2142.860E 167 TL +Z 80MPH 1550.7974 18.4235 0.0000 0.0529 0.0000 0.0000 (Mount -1550.7974 18.4235 0.0000 -0.0529 0.0000 0.00013 167 TL -Z 80MPH -1836.9052 18.4235 0.0000 -0.1626 0.0000 O.000C (Mount 1836.9052 18.4235 0.0000 0.1626 0.0000 0.000C 168 TL +Z 80MPH -356.9025 -65.5716 54.8717 0.1174 -1927.5014 -1989.7956 (Mount 356.9025 85.3066 -54.8717 -0.1174 -1575.4961 -2826.2196 168 TL -Z 80MPH 182.3736 -62.0940 -50.1351 0.1315 1763.8223 -1812.4693 (Mount -182.3736 81.8290 50.1351 -0.1315 1436.7931 -2781.5381 169 TL +Z 80MPH -361.9064 88.2955 -56.1761 0.0887 1725.7588 2945.555-, (Mount 361.9064 -68.5605 56.1761 -0.0887 1860.5164 2061.2725 169 TL -Z 80MPH 186.4483 79.2325 52.0771 -0.1655 -1612.0976 2656.0232 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot •1 Rohn SSV Communications Tower - Blo0 Mtn Site - Berry Creek, CA "hursday, July 12, 2001 Page 10 of 34 ?lultiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-0: (Mount -186.4483 -59.4975 -52.0771 0.1655 -1712.4975 1772.2264 1.70 TL +Z 80MPH -1059.2699 18.4235 0.0000 -0.2459 0.0000 0.000C (Mount 1059.2699 18.4235 0.0000 0.2459 0.0000 0.0000 170 TL -Z 80MPH 710.0158 18.4235 0.0000 0.4426 0.0000 0.000:: (Mount -710.0158 18.4235 0.0000 -0.4426 0.0000 0.000 171 TL +Z 80MPH -845.5490 18.4235 0.0000 0.5072 0.0000 0.000:: (Mount 845.5490 18.4235 0.0000 -0.5072 0.0000 0.000C 171 TL -Z 80MPH 523.4096 18.4235 0.0000 -0.2981 0.0000 0.0000 (Mount -523.4096 18.4235 0.0000 0.2981 0.0000 0.0000 172 TL +Z 80MPH -206.9706 20.1952 -27.7275 -1.1093 1890.7355 247.6189 (Mount 206.9706 -0.5138 27.7275 1.1093 -125.4163 411.6152 172 TL -Z 8OMPH 165.3327 50.0929 23.1363 0.2971 -1725.3259 1236.1332 (Mount -165.3327 -30.4114 -23.1363 -0.2971 252.3173 1326.5861 173 TL +Z 80MPH -208.4994 22.8506 26.7347 1.0852 -1838.0508 319.8560 (Mount 208.4994 -3.1691 -26.7347 -1.0852 135.9394 508.4378 173 TL -Z 80MPH 167.8283 48.6846 -21.4654 -0.2713 1683.8043 1201.2478 (Mount -167.8283 -29.0031 21.4654 0.2713 -317.1730 1271.810-- 174 TL +Z 8OMPH 3.3390 -43.1237 79.2733 -1.0418 -2345.9694 -1328.07: (Mount -3.3390 62.8587 -79.2733 1.0418 -2714.8218 -2054.871,-. 174 TL -Z 8OMPH -177.9687 -88.0876 -84.9319 0.7825 2458.6429 -2500.174-- 2500.17x-(Mount (Mount 177.9687 107.8226 84.9319 -0.7825 2963.3978 -3753.2616 175 TL +Z 80MPH 7.5846 57.6962 -79.8297 1.1841 2801.1034 1813.2788 (Mount -7.5846 -37.9613 79.8297 -1.1841 2295.2054 1240.0983 175 TL -Z 8OMPH -181.7789 104.8090 83.3657 -0.9076 -2848.9711 3547.2047 .Mount 181.7789 -85.0740 -83.3657 0.9076 -2473.0753 2513.8418 :76 TL +Z 8OMPH 90.0051 -36.0621 -38.5204 0.1076 165.2520 -1394.5578 ;Mount -90.0051 55.7435 38.5204 -0.1076 2287.2165 -1527.9202 176 TL -Z 80MPH -130.9805 4.3206 42.1787 0.6398 -286.4982 -376.943E ;Mount 130.9805 15.3608 -42.1787 -0.6398 -2398.8808 25.4975 177 TL +Z 8OMPH 91.1029 53.4367 38.2014 -0.1300 -2251.5615 1472.834: rMount -91.1029 -33.7553 -38.2014 0.1300 -180.5895 1302.775: 177 TL -Z 80MPH -131.6024 17.6743 -44.0091 -0.7211 2436.9106 52.2y�- tMount 131.6024 2.0072 44.0091 0.7211 364.9975 446.43:' 178 TL +Z 80MPH -13.0725 6.1711 -40.1930 0.0779 0.0000 0.M- !Diag 6 23.3047 8.5567 40.1930 -0.0779 2817.7644 -83.622'. 178 TL -Z 8OMPH 72.7803 5.0808 39.5934 -0.1300 0.0000 0.0000 (Diag 6 -62.5481 9.6471 -39.5934 0.1300 -2775.7304 -160.0641 179 TL +Z 80MPH -303.3937 8.5763 39.7942 0.1635 -2789.8020 84.9959 (Diag 6 293.1615 6.1515 -39.7942 -0.1635 0.0000 0.0000 179 TL -Z 8OMPH 353.8318 9.6729 -39.0862 -0.2101 2740.1694 161.8693 ;Diag 6 -364.0640 5.0550 39.0862 0.2101 0.0000 0.0000 180 TL +Z 8OMPH -3391.1373 12.3643 -18.2107 0.3971 1276.6764 350.5534 (Diag 6 3380.9050 2.3636 18.2107 -0.3971 0.0000 0.000C 180 TL -Z 8OMPH 3507.1905 5.9010 19.7969 -0.3238 -1387.8786 -102.5600 (Diag 6 -3517.4229 8.8269 -19.7969 0.3238 0.0000 0.000C 181 TL +Z 8OMPH -3387.0336 2.1158 18.0915 -0.1852 0.0000 0.000. iDiag 6 3397.2660 12.6120 -18.0915 0.1852 -1268.3205 -367.9211_• i81 TL -Z 8OMPH 3586.5622 9.1052 -19.6742 0.0726 0.0000 0.0001. (Diag 6 -3576.3298 5.6227 19.6742 -0.0726 1379.2771 122.073: 182 TL +Z 80MPH 3747.9032 8.4761 19.9020 0.4593 0.0000 0.0000 (Diag 6 -3737.6709 6.2518 -19.9020 -0.4593 -1395.2450 77.9696 182 TL -Z 8OMPH -3797.2190 2.8913 -21.4391 -0.1423 0.0000 0.0000 (Diag 6 3807.4513 11.8365 21.4391 0.1423 1503.0088 -313.5550 183 TL +Z 80MPH 3201.5267 6.4876 -20.0098 -0.0513 1402.8037 -61.436E (Diag 6 -3211.7590 8.2403 20.0098 0.0513 0.0000 0.0000 183 TL -Z BOMPH -3084.7202 11.5241 21.5213 0.4857 -1508.7656 291.6538 (Diag 6 3074.4879 3.2037 -21.5213 -0.4857 0.0000 0.0001c 184 TL +Z 80MPH -31648.7059 9.1443 25.3162 -241.0463 633.0712 1001.837* (Leg 60 31717.0337 -5.1310 -25.3162 241.0463 -2661.8558 -429.835 184 TL -Z 8OMPH 37169.3756 -5.2997 -20.0845 175.2177 -723.1463 -696.317: iLeg 60 -37101.0477 9.3129 20.0845 -175.2177 2332.6736 110.80': 185 TL +Z 80MPH -31788.8181 10.7758 -26.4931 -292.2123 -488.9614 997.457": (Leg 60 31857.1460 -6.7625 '26.4931 292.2123 2612.0646 -294.717-- 294.717-185 185 TL -Z 8OMPH 36649.5575 7.5476 43.8435 384.4275 127.4006 -410.149- .Leg 60 -36581.2296 -3.5343 -43.8435 -384.4275 -3640.9233 854.187- 186 TL +Z 80MPH 72793.8497 -14.5570 -29.3619 -182.6770 510.4659 -1608.841= iLeg 60 -72725.5218 18.5703 29.3619 182.6770 1842.5340 281.463? 186 TL -Z 80MPH -64911.8284 16.8799 -43.2296 -137.6243 902.9518 1848.255'_ (Leg 60 64980.1563 -12.8666 43.2296 137.6243 2561.3816 -656.343,- 656.343.187 187 TL +Z 8OMPH -331.5291 10.8431 -39.6240 0.2488 0.0000 0.000(: (Diag 6 321.2969 3.8847 39.6240 -0.2488 2777.8688 243.913L 187 TL -Z 8OMPH 307.9714 -0.4010 38.8913 -0.2001 0.0000 0.000, (Diag 6 -318.2036 15.1289 -38.8913 0.2001 -2726.5018 -544.3661 188 TL +Z 80MPH -41.2157 3.8639 40.0451 -0.6846 -2807.3930 -245.37C< (Diag 6 51.4479 10.8639 -40.0451 0.6846 0.0000 0.0000 188 TL -Z 8OMPH 26.8569 15.1008 -39.4231 1.0870 2763.7853 542.3980 (Diag 6 -16.6247 -0.3729 39.4231 -1.0870 0.0000 0.000; 189 TL +Z 80MPH 3563.3195 7.6194 -19.9276 -0.4789 1397.0364 17.90"'_ Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Tahn SSV Communications Tower - BloomerSite - 0 Berry Creek, CA Thursday, July 12, 2001 Page 11 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 6 -3553.0871 7.1085 19.9276 0.4789 0.0000 0.0000 189 TL -Z 8OMPH -3795.1083 11.4873 21.4781 0.3997 -1505.7362 289.0716 (Diag 6 3805.3406 3.2406 -21.4781 -0.3997 0.0000 0.0000 190 TL +Z 8OMPH 3016.0771 6.7658 20.0207 -0.1060 0.0000 0.0000 (Diag 6 -3026.3094 7.9620 -20.0207 0.1060 -1403.5663 -41.9303 190 TL -Z BOMPH -3081.4671 3.7705 -21.5842 .0.4168 0.0000 0.0000 (Diag 6 3071.2347 10.9574 21.5842 -0.4168 1513.1782 -251.9203 191 TL +Z 8OMPH -3397.4041 -2.3248 17.9830 -1.2442 0.0000 0.0000 (Diag 6 3387.1717 17.0526 -17.9830 1.2442 -1260.7148 -679.2325 191 TL -Z BOMPH 3331.2415 12.4846 -19.6060 -0.2102 0.0000 0.0000 (Diag 6 -3341.4738 2.2433 19.6060 0.2102 1374.4903 358.9864 192 TL +Z 80MPH -3394.1377 17.4090 -17.8589 -0.1168 1252.0123 704.2167 (Diag 6 3404.3701 -2.6811 17.8589 0.1168 0.0000 0.0000 192 TL -Z SOMPH 3411.7942 1.7503 19.4826 -1.4591 -1365.8422 -393.5487 (Diag 6 -3401.5619 12.9776 -19.4826 1.4591 0.0000 O.000O 193 TL +Z BOMPH 95.5882 2.3933 -40.0840 0.1182 0.0000 0.0000 (Diag 6 -85.3560 11.2938 40.0840 -0.1182 2677.8038 -297.3008 193 TL -Z 8OMPH -70.4293 8.6308 39.1627 -0.0110 0.0000 0.0000 (Diag 6 80.6615 5.0563 -39.1627 0.0110 -2616.2607 119.3998 194 TL +Z 80MPH -219.9327 11.3249 40.1337 0.7610 -2681.1239 299.3732 (Diag 6 209.7004 2.3622 -40.1337 -0.7610 0.0000 0.0000 194 TL -Z 80MPH 310.1198 5.0845 -39.8607 -0.5163 2662.8895 -117.5139 (Diag 6 -320.3520 8.6026 39.8607 0.5163 0.0000 0.0000 195 TL +Z 8OMPH -3589.7534 9.7087 -20.3621 0.9070 1360.2882 191.4084 (Diag 6 3579.5211 3.9784 20.3621 -0.9070 0.0000 0.0000 195 TL -Z 8OMPH 3882.3039 6.2136 21.8868 -0.8126 -1462.1464 -42.0861 (Diag 6 -3892.5362 7.4735 -21.8868 0.8126 0.0000 0.0000 196 TL +Z BOMPH -3011.9754 4.5669 19.8134 0.0053 0.0000 0.0000 (Diag 6 3022.2077 9.1202 -19.8134 -0.0053 -1323.6321 -152.0932 196 TL -Z BOMPH 2954.6963 6.2586 -21.2447 -0.0155 0.0000 0.0000 (Diag 6 -2944.4640 7.4285 21.2447 0.0155 1419.2485 -39.0789 197 TL +Z BOMPH 3902.1398 10.3574 17.9640 0.4185 0.0000 0.0000 (Diag 6 -3891.9075 3.3297 -17.9640 -0.4185 -1200.0795 234.7419 197 TL -Z BOMPH -3382.6997 1.3150 -19.3811 -0.8752 0.0000 0.0000 (Diag 6 3392.9320 12.3721 19.3811 0.8752 1294.7492 -369.3317 198 TL +Z 8OMPH 3515.5451 2.7242 -18.5238 -1.0149 1237.4822 -275.1954 (Diag 6 -3525.7775 10.9629 18.5238 1.0149 0.0000 0.0000 198 TL -Z 8OMPH -3927.5274 13.5487 20.1431 0.4590 -1345.6541 447.9360 (Diag 6 3917.2951 0.1384 -20.1431 -0.4590 0.0000 0.000C 199 TL +Z 80MPH -27805.5679 -2.2797 -36.1728 -241.8228 2662.3693 429.8445 (Leg 60 27873.8923 6.2930 36.1728 241.8228 236.4454 -773.3420 199 TL -Z 80MPH 32793.0083 14.5358 26.6692 175.8494 -2333.0752 -110.7533 (Leg 60 -32724.6804 -10.5225 -26.6692 -175.8494 195.8590 1114.8143 200 TL +Z 8OMPH -28249.1213 -15.7477 23.5640 -293.1196 -2612.1354 294.6722 (Leg 60 28317.4457 19.7610 -23.5640 293.1196 723.7665 -1717.4685 200 TL -Z 80MPH 32851.6799 -17.2197 -82.0082 385.5619 3641.6745 -854.2798 (Leg 60 -32783.3520 21.2329 82.0082 -385.5619 2930.2944 -686.4758 201 TL +Z BOMPH 64366.9405 29.8813 119.2154 -183.0153 -1843.9314 -281.3910 (Leg 60 -64298.6127 -25.8680 -119.2154 183.0153 -7709.7452 2515.2098 201 TL -Z 80MPH -56774.4311 -8.2426 131.7269 -138.2406 -2562.8858 656.3602 (Leg 60 56842.7589 12.2558 -131.7269 138.2406 -7993.4355 -1477.7088 202 TL +Z 8OMPH -253.4437 7.5583 -39.9569 -0.5784 0.0000 0.0000 (Diag 6 243.2115 6.1288 39.9569 0.5784 2669.3188 47.7509 202 TL -Z 80MPH 278.2143 2.5380 39.6613 0.3976 0.0000 0.000C (Diag 6 -288.4465 11.1491 -39.6613 -0.3976 -2649.5683 -287.6306 203 TL +Z 8OMPH 62.0262 6.0963 39.8748 -0.9935 -2663.8313 -49.9168 (Diag 6 -51.7940 7.5908 -39.8748 0.9935 0.0000 0.0000 203 TL -Z 8OMPH -102.3391 11.1182 -38.8980 -0.0575 2598.5778 285.5707 (Diag 6 112.5714 2.5689 38.8980 0.0575 0.0000 0.0000 204 TL +Z 8OMPH 3726.5631 4.7896 -17.7933 -0.7770 1188.6814 -137.216E (Diag 6 -3716.3308 8.8975 17.7933 0.7770 0.0000 0.0000 204 TL -Z BOMPH -3374.3805 11.8938 19.2922 0.5684 -1288.8103 337.379E (Diag 6 3384.6128 1.7933 19.2922 -0.5684 0.0000 0.0000 205 TL +Z 80MPH 3341.5882 9.5540 18.4445 -0.3198 0.0000 0.0001• (Diag 6 -3351.8205 4.1331 -18.4445 0.3198 -1232.1805 181.0690 205 TL -Z 8OMPH -3922.8661 0.2653 -20.0614 -0.1118 0.0000 0.00CC (Diag 6 3912.6338 13.4218 20.0614 0.1118 1340.2011 -439.462: 206 TL +Z 8OMPH -3581.4458 -1.2392 20.2538 1.4099 0.0000 0.000C (Diag 6 3571.2135 14.9263 -20.2538 -1.4099 -1353.0499 -539.969: 206 TL -Z 80MPH 3707.0877 11.6907 -21.8286 1.8852 0.0000 0.000•. (Diag 6 -3717.3200 1.9964 21.8286 -1.8852 1458.2548 323.8105 207 TL +Z 8OMPH -3001.9576 14.2874 -19.6825 2.2480 1314.8882 497.263e (Diag 6 3012.1899 -0.6003 19.6825' -2.2480 0.0000 0.0006 207 TL -Z 8OMPH 2775.8006 3.5637 21.1405 1.3815 -1412.2857 -219.=079 (Diag 6 -2765.5683 10.1234 -21.1405 -1.3815 0.0000 0.000C 208 TL +Z 80MPH -159.8615 31.6837 -10.1642 16.2969 669.6489 1369.7195 (Mount 154.7370 -0.9505 10.1642 -16.2969 257.3515 118.4464 208 TL -Z 80MPH 168.4945 46.2368 -14.9610 15.5854 791.7975 1998.5284 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot 1 Rohn SSV Communications Tower - Bloo Mtn Site - Berry Creek, CA '"hursday, July 12, 2001 Page 12 of 35 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount -173.6189 -15.5036 14.9610 -15.5854 572.6874 816.9199 209 TL +Z 80MPH 175.0582 211.1048 42.6842 -18.4255 -1290.8861 6002.8070 (Mount -180.1827 -197.6958 -42.6842 18.4255 -502.6425 2585.808" 209 TL -Z 80MPH 224.6514 207.2906 59.1753 -16.0872 -1631.3522 5860.1054 (Mount -229.7758 -193.8816 -59.1753 16.0872 -855.1132 2568.2422 210 TL +Z 80MPH 146.7341 -269.6468 -106.9993 219.5738 -283.1395 -2595.742E iMount -139.4974 269.6468 106.9993 -219.5738 1888.1322 -1448.9676 210 TL -Z 80MPH 85.8177 -275.0848 233.4025 237.0607 -1110.2960 -2535.4671 (Mount -78.5809 275.0848 -233.4025 -237.0607 -2390.7480 -1590.8134 211 TL +Z 80MPH -1387.5225 -6.5402 3.3577 16.0175 -180.3184 -433.9506 (Mount 1387.5225 37.2734 -3.3577 -16.0175 -121.7456 -1536.6014 211 TL -Z 80MPH 1405.1972 -12.7766 -2.1072 15.4360 151.6695 -619.8311 (Mount -1405.1972 43.5098 2.1072 -15.4360 37.8932 -1911.9551 212 TL +Z 80MPH -168.8262 256.2128 -19.0997 -17.8784 545.8559 6618.5237 (Mount 168.6262 -242.8039 19.0997 17.8784 203.8085 3174.6790 212 TL -Z 80MPH 173.1479 248.9666 2.8939 -19.6524 58.8680 6427.0813 (Mount -173.1479 -235.5577 -2.8939 19.6524 -172.4552 3081.7066 213 TL +Z 80MPH -147.5862 -9.6406 16.3369 16.0957 -597.5234 -646.0774 (Mount 142.4618 40.3738 -16.3369 -16.0957 -892.4481 -1634.6468 213 TL -Z BOMPH 154.9494 -6.7542 11.1695 15.6676 -287.0840 -285.7462 (Mount -160.0739 37.4874 -11.1695 -15.6676 -731.6076 -1731.7309 214 TL +Z 80MPH -228.5455 213.1450 -67.7409 -13.1919 2007.7077 6032.3963 (Mount 233.6700 -199.7360 67.7409 13.1919 838.6674 2641.9411 219 TL -Z 80MPH -165.6365 205.1783 -60.5892 -18.7336 1971.0890 5829.4022 (Mount 170.7609 -191.7694 60.5892 18.7336 574.7824 2510.1875 215 TL +Z 80MPH -61.1585 -285.7909 215.7587 196.0836 -2298.0185 -1650.9515 (Mount 88.3952 285.7909 -215.7587 -196.0836 -938.3523 -2635.8963 215 TL -Z BOMPH -143.0848 -259.6249 -88.2198 257.8464 1798.3960 -1391.4844 (Mount 150.3214 259.6249 88.2198 -257.8464 -475.1037 -2502.8777 -16 TL +Z 80MPH 171.1177 5.2957 -28.7204 0.6207 0.0000 0.000: Diag 8 -165.0184 4.8576 28.7204 -0.6207 1673.1995 12.761: 16 TL -Z 80MPH -170.5393 2.2884 28.5158 -0.5528 0.0000 0.000L, (Diag 8 176.6386 7.8649 -28.5158 0.5528 -1661.2782 -162.4364 217 TL +Z 80MPH -985.4288 4.9380 27.9079 -0.1279 -1625.6607 -8.0819 (Diag 8 979.3296 5.2154 -27.9079 0.1279 0.0000 0.0000 217 TL -Z 80MPH 1127.6822 7.8666 -27.2683 -1.2765 1588.5974 162.5362 (Diag 8 -1133.7815 2.2868 27.2683 1.2765 0.0000 0.0000 218 TL +Z 80MPH -3512.5423 -6 - 8.4275 -13.7677 0.9844 802.0808 195.2098 (Diag 8 3506.4430 1.7259 13.7677 -0.9844 0.0000 0.0000 218 TL -Z 80MPH 3120.5610 4.5977 14.5224 -0.7350 -846.0500 -27.9052 (Diag 6 -3126.6603 5.5557 -14.5224 0.7350 0.0000 0.0000 219 TL +Z 80MPH -897.6875 1.6602 12.7015 -0.1793 0.0000 0.0000 !Diag 8 903.7868 8.4932 -12.7015 0.1793 -739.9672 -199.037t 219 TL -Z BOMPH 1282.7769 6.7285 -14.1172 -0.3419 0.0000 0.000 (Diag 8 -1276.6777 3.4249 14.1172 0.3419 822.4427 96.2312 220 TL +Z 80MPH 3431.4189 5.9019 13.3450 2.6411 0.0000 0.0000 (Diag 8 -3425.3197 4.2515 -13.3450 -2.6411 -777.4550 48.0735 '20 TL -Z 80MPH -3049.8028 1.4507 -14.6898 1.6277 0.0000 0.0000 (Diag 8 3055.9021 8.7027 14.6898 -1.6277 855.7982 -211.2422 221 TL +Z BOMPH 2883.4092 4.2504 -14.3262 1.9519 834.6178 -48.1403 (Diag 8 -2889.5085 5.9030 14.3262 -1.9519 0.0000 0.0000 221 TL -Z 80MPH -3069.3344 7.5104 15.1047 2.4949 -879.9694 141.7828 (Diag 6 3063.2351 2.6430 -15.1047 -2.4949 0.0000 0.000C 222 TL +Z BOMPH -24096.2335 3.9287 44.5536 -243.4742 -236.2665 773.2732 (Leg 80 24134.1278 -1.7028 -44.5536 243.4742 -2441.5550 -604.0388 222 TL -Z 80MPH 29327.9077 -15.1037 -25.3739 177.1067 -196.0897 -1114.809b ,Leg 60 -29290.0133 17.3297 25.3739 -177.1067 1721.1469 140.1314 223 TL +Z 80MPH -25443.6139 -42.5643 -115.6321 -174.0830 3063.7148 -824.6481 (Leg 80 25481.5083 44.7902 115.6321 174.0830 3886.1625 -1800.4999 '23 TL -Z BOMPH 28983.5741 -57.5572 -30.2109 17.1786 1694.9054 -2536.7409 'Leg 80 -28945.6797 59.7831 30.2109 -17.1786 120.8695 -989.5308 229 TL +Z BOMPH 56566.4827 5.2892 327.4584 -304.9741 -10977.3374 -1290.3001 (Leg 80 -56528.5884 -3:0633 -327.4584 304.9741 -8704.0180 1541.3041 224 TL -Z BOMPH -50327.8292 53.2141 300.5808 548.9399 -10108.6779 2815.7646 (Leg 80 50365.7236 d--- -50.9882 -300.5808 -548.9399 -7957.2465 315.6909 225 TL +Z 80MPH -1007.8035 5.2154 -27.9129 0.0545 0.0000 0.0000 (Diag B 1001.7042 4.9380 27.9129 -0.0545 1626.1557 8.0816 225 TL -Z BOMPH 1095.4224 2.2868 27.2323 -0.0980 0.0000 0.000C (Diag 8 -1101.5216 7.8666 -27.2323 0.0980 -1586.5019 -162.5349 226 TL +Z 80MPH 148.6808 4.8576 28.7629 -0.8607 -1675.6740 -12.7613 (Diag 8 -142.5815 5.2957 -28.7629 0.8607 0.0000 0.000:• 226 TL -Z 80MPH -202.8537 7.8650 -28.5384 0.1577 1662.5948 162.439E (Diag 8 208.9530 2.2884 28.5384 -0.1577 0.0000 0.0000 227 TL +Z 80MPH 3298.2896 5.4281 -13.2754 -0.3414 773.4002 20.4709 (Diag 8 -3292.1904 4.7253 13.2754 0.3414 0.0000 0.0000 227 TL -Z 80MPH -3058.3137 8.2473 14.7232 0.4408 -857.7454 184.7145 (Diag 8 3064.4130 1.9061 -14.7232 -0.4408 0.0000 0.0000 228 TL +Z 80MPH 2750.9019 5.2186 14.3977 -0.1243 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T�Rohn SSV Communications Tower - Bloome�n Site - Berry Creek, CA Thursday, July 12, 2001 Page 13 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 8 -2757.0012 4.9348 -14.3977 0.1243 -838.7830 8.266 228 TL -Z 80MPH -3074.5935 2.6842 -15.0924 0.0453 0.0000 0.0000 (Diag 8 3068.4942 7.4691 15.0924 -0.0453 879.2527 -139.3792 229 TL +Z 80MPH -3525.7724 -1.2956 13.6305 0.2052 0.0000 0.0000 (Diag 8 3519.6732 11.4490 -13.6305 -0.2052 -794.0875 -371.238- 229 TL -Z 80MPH 2992.2137 7.8526 -14.4833 1.1796 0.0000 0.000C (Diag 8 -2998.3130 2.3008 14.4833 -1.1796 843.7715 161.7206 230 TL +Z 80MPH -910.1257 11.0283 -12.6223 1.3354 735.3523 346.7329 (Diag 8 916.2251 -0.8750 12.6223 -1.3354 0.0000 0.0000 230 TL -Z 8OMPH 1157.6707 1.5436 13.9708 0.4561 -813.9154 -205.8314 (Diag 8 -1151.5715 8.6098 -13.9708 -0.4561 0.0000 0.0000 231 TL +Z 80MPH -106.7772 29.1050 -7.4567 10.8792 428.5295 1176.8949 (Mount 101.6528 0.9054 7.4567 -10.8792 235.9803 79.6291 231 TL -Z 8OMPH 120.5656 34.7960 -5.4189 9.0080 369.3431 1309.4267 (Mount -125.6900 -4.7857 5.4189 -9.0080 113.5706 454.2599 232 TL +Z 80MPH 139.5050 -134.4511 22.4266 -9.1007 -310.2335 -1776.5027 (Mount -134.3806 147.9140 -22.4266 9.1007 -635.4084 -4176.6159 232 TL -Z 8OMPH 157.8609 -136.5217 20.9572 -8.8446 -268.2724 -1827.7112 (Mount -152.7365 149.9845 -20.9572 8.8446 -615.4134 -4212.7158 233 TL +Z 80MPH 92.2471 -193.3650 -60.7570 58.7330 -342.5386 -1780.8136 (Mount -85.0104 193.3650 60.7570 -58.7330 1253.8905 -1119.6531 233 TL -Z 80MPH 54.9961 -185.8317 162.9984 140.4038 -703.1242 -1775.4247 (Mount -47.7594 185.8317 -162.9984 -140.4038 -1741.8445 -1012.0424 234 TL +Z 80MPH -1047.0151 -3.6014 1.2933 10.6620 -23.2090 -326.6598 (Mount 1047.0151 33.6118 -1.2933 -10.6620 -90.4047 -1307.8326 234 TL -Z 8OMPH 1073.8248 -2.3678 2.4998 8.9574 -139.5115 -292.0501 (Mount -1073.8248 32.3782 -2.4998 -8.9574 -80.0808 -1234.0784 235 TL +Z 80MPH -115.7654 178.9068 -6.8664 -8.1164 239.4139 4600.1116 (Mount 115.7654 -165.4439 6.8664 8.1164 31.1749 2184.9596 235 TL -Z 80MPH 123.7375 179.4181 -12.6782 -11.0665 354.3935 4613.8077 (Mount -123.7375 -165.9552 12.6782 11.0665 145.2276 2191.4126 236 TL +Z 8OMPH -122.7510 -5.8882 9.8436 10.6416 -277.2961 -482.6746 (Mount 117.6265 35.8985 -9.8436 -10.6416 -599.9288 -1379.2628 236 TL -Z 80MPH 124.0858 2.2486 10.1983 9.2405 -382.4761 -36.9788 (Mount -129.2103 27.7618 -10.1983 -9.2405 -526.3628 -1099.842.6 237 TL +Z 8OMPH -149.4618 149.3842 -29.1242 -5.4503 881.4217 4197.7032 (Mount 154.5862 -135.9213 29.1242 5.4503 346.6338 1817.4134 237 TL -Z 80MPH -133.7666 148.1676 -46.4066 -10.7070 1411.6764 4186.6765 (Mount 138.8911 -134.7048 46.4066 10.7070 545.1110 1777.1427 238 TL +Z SOMPH -49.9443 -186.5237 168.6043 50.7671 -1764.9778 -1012.6250 (Mount 57.1810 186.5237 -168.6043 -50.7671 -764.0921 -1785.2364 238 TL -Z 8OMPH -87.9175 -195.7942 -58.8479 134.6877 1267.3619 -1132.2294 (Mount 95.1542 195.7942 58.8479 -134.6877 -384.6413 -1804.6388 239 TL +Z 80MPH 857.1510 2.6355 -29.4339 0.5678 0.0000 0.0000 (Diag 8 -851.0516 6.8974 29.4339 -0.5678 1638.4227 -118.6188 239 TL -Z 80MPH -980.1045 4.9907 28.7168 -0.3846 0.0000 0.0300 (Diag 8 986.2037 4.5422 -28.7168 0.3846 -1598.5072 12.4332 240 TL +Z 8OMPH -1139.9889 7.0329 27.3729 0.6464 -1523.6992 126.1618 (Diag 8 1133.8896 2.5000 -27.3729 -0.6464 0.0000 0.0000 240 TL -Z 8OMPH 1161.9128 4.6274 -27.2878 -1.3881 1518.9601 -7.7412 (Diag 8 -1168.0121 4.9055 27.2878 1.3881 0.0000 0.0000 241 TL +Z 80MPH -3277.5912 6.7544 -14.4112 0.8985 802.1929 110.6541 (Diag 8 3271.4919 2.7786 14.4112 -0.8985 0.0000 0.0300 241 TL -Z 8OMPH 3102.0063 3.8923 15.4335 -0.8277 -859.0985 -48.6623 (Diag 8 -3108.1056 5.6407 -15.4335 0.8277 0.0000 0.000C 242 TL +Z 80MPH -852.6519 1.7439 13.0561 0.1803 0.0000 0.0100 (Diag 8 858.7513 7.7890 -13.0561 -0.1803 -726.7605 -168.2465 '92 TL -Z 80MPH 1314.6586 5.3867 -13.9583 -0.7691 0.0000 0.0000 (Diag 8 -1308.5593 4.1462 13.9583 0.7691 776.9831 34.5246 243 TL +Z 80MPH 3331.1539 7.1671 12.8017 1.9763 0.0000 0.0000 (Diag 8 -3325.0546 2.3658 -12.8017 -1.9763 -712.6019 133.6295 243 TL -Z 80MPH -3266.5791 1.2217 -13.7817 0.4618 0.0000 0.0006 (Diag 8 3272.6783 8.3112 13.7817 -0.4618 767.1537 -197.31E: 244 TL +Z 80MPH 1406.2657 3.3133 -14.0604 1.3088 782.6669 -80.836-1 (Diag 8 -1412.3650 6.2196 14.0604 -1.3088 0.0000 0.0300 244 TL -Z 8OMPH -1178.5779 8.4351 15.3032 1.5352 -851.8427 204.2101 (Diag 8 1172.4786 1.0979 -15.3032 -1.5352 0.0000 0.0000 245 TL +Z 80MPH -21665.5371 3.6318 -49.9278 -244.4614 2442.3689 604.0796 ,Leg 80 21703.4314 -1.4059 49.9278 244.4614 558.4622 -452.639: 245 TL -Z 8OMPH 27111.0047 15.1213 23.1927 177.9727 -1721.7391 -140.138h Leg 80 -27073.1103 -12.8954 -23.1927 -177.9727 327.7774 982.1376 246 TL +Z 8OMPH -23026.4236 -22.2508 0.5976 -106.4762 -629.5604 -303.756E (Leg 80 23064.3180 24.4767 -0.5976 106.4762 593.6421 -1100.4381 246 TL -Z 8OMPH 25799.7482 -5.1280 -48.9683 73.9532 2938.8640 -1007.0918 (Leg 80 -25761.8539 7.3539 48.9683 -73.9532 4.2974 631.9326 247 TL +Z 8OMPH 51308.8395 31.5130 85.1957 -21.2000 -4170.1853 177.835', (Leg 80 -51270.9452 -29.2871 -85.1957 21.2000 -950.3731 1649.311, 247 TL -Z 80MPH -46202.3101 13.0831 114.2919 208.5846 -4976.2342 1595.408c Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Taohn SSV Communications Tower - Bloome n Site - Berry Creek, CA Thursday, July 12, 2001 Page 14 of 34 ;ultiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 -eg 80 46240.2045 -10..8572 -114.2919 -208.5846 -1893.1025 -875.9629 48 TL +Z BOMPH -1162.6016 5.8333 -27.1932 -0.2673 0.0000 0.0000 Ciag 8 1156.5023 3.6996 27.1932 0.2673 1513.6921 59.3847 TL -Z 8OMPH 1135.3336 0.9119 27.1071 -0.0310 0.0000 0.0000 _.48 tDiag 8 -1141.4329 8.6211 -27.1071 0.0310 -1508.8993 -214.5646 49 TL +Z 80MPH 834.4526 3.5556 29.3741 -0.0981 -1635.0910 -67.9031 8 -828.3532 5.9774 -29.3741 0.0981 0.0000 0.0000 ,Diag -49 TL -Z 80MPH -1006.8606 8.5293 -28.6058 0.4879 1592.3247 209.4567 (Diag 8 1012.9598 1.0036 28.6058 -0.4879 0.0000 0.0000 250 TL +Z 80MPH 3205.2966 3.6253 -12.7093 -0.6895 707.4555 -63.5234 (Diag 8 -3199.1974 5.9077 12.7093 0.6895 0.0000 0.0000 250 TL -Z 80MPH -3268.8080 7.9501 .13.7245 0.4138 -763.9644 177.2168 (Diag 8 3274.9073 1.5828 -13.7245 -0.4138 0.0000 0.0000 251 TL +Z 80MPH 1277.6241 5.2392 14.0589. 0.1439 0.0000 0.0000 (Diag 8 -1283.7234 4.2938 -14.0589 -0.1439 -782.5781 26.3119 251 TL -Z BOMPH -1181.1411 1.6391 -15.3122 0.0095 0.0000 0.0000 (Diag 8 1175.0418 7.8938 15.3122 -0.0095 852.3450 -174.0833 252 TL +Z BOMPH -3280.7782 -0.5429 14.3145 -0.7183 0.0000 0.0000 lDiag 8 3274.6790 10.0758 -14.3145 0.7183 -796.8105 -295.543= 252 TL -Z 80MPH 2977.0690 8.0673 -15.4170 -0.0449 0.0000 0.0000 (Diag 8 -2983.1682 1.4656 15.4170 0.0999 858.1780 183.7395 253 TL +Z 80MPH -858.3906 10.8396 -12.9423 -0.0897 720.4260 338.0575 (Diag 8 864.4899 -1.3067 12.9423 0.0897 0.0000 0.0000 253 TL -Z BOMPH 1189.4238 1.5487 13.7971 -0.7691 -768.0064 -179.1160 (Diag 8 -1183.3245 7.9843 -13.7971 0.7691 0.0000 0.0000 254 TL +Z 80MPH 1291.4533 3.1361 -29.1333 0.6929 0.0000 0.0000 Diag 8 -1285.3540 5.7764 29.1333 -0.6929 1547.5435 -70.1258 254 TL -Z 8OMPH -1202.6598 4.1362 28.9649 -0.4083 0.0000 0.0000 iDiag 8 1208.7590 4.7763 -28.9649 0.4083 -1538.5992 -16.9994 255 TL +Z 80MPH -970.0403 5.9001 27.5885 0.7293 -1465.4866 76.696: (Diag 8 963.9410 3.0124 -27.5885 -0.7293 0.0000 0.000 '55 TL -Z BOMPH 1119.0494 4.8727 -27.0023 -0.6458 1434.3507 22.1199 (Diag 8 -1125.1486 4.0399 27.0023 0.6458 0.0000 0.000C, 256 TL +Z BOMPH -3469.7555 7.8661 -14.2422 1.1449 756.5377 181.128( Diag 8 3463.6562 1.0464 14.2422 -1.1449 0.0000 0.0000 _56 TL -Z 80MPH 3438.6359 3.4838 15.3714 -0.8931 -816.5189 -51.6593 8 -3444.7351 5.4288 -15.3714 0.8931 0.0000 0.0000 ,Diag 257 TL +Z 8OMPH -1216.7938 1.5846 12.1830 0.3385 0.0000 0.0000 (Diag 8 1222.8930 7.3280 -12.1830 -0.3385 -647.1551 -152.5427 257 TL -Z 80MPH 1216.6069 5.3287 -13.4814 -0.2696 0.0000 0.0000 (Diag 8 -1210.5077 3.5838 13.4814 0.2696 716.1236 46.3451 258 TL +Z 8OMPH 3415.1062 5.6135 12.8718 0.3864 0.0000 0.000C Diag 8 -3409.0070 3.2990 -12.8718 -0.3864 -683.7450 61.973E 258 TL -Z 8OMPH -3453.7172 0.8411 -13.8423 -0.7263 0.0000 0.000': 8 3459.8164 8.0715 13.8423 0.7263 735.2950 -192.0366 (Diag 25g TL +Z SOMPH 951.3395 2.7020 -14.9679 -0.6234 795.0860 -93.1842 (Diag 8 -957.4338 6.2105 14.9679 0.6234 0.0000 0.000'_' 259 TL -Z 80MPH -1022.7029 8.0099 15.7180 0.1917 -834.9314 188.766-. (Diag 8 1016.6036 0.9027 -15.7180 -0.1917 0.0000 0.0000 260 TL +Z 8OMPH -19388.1306 -3.1635 67.2687 -246.0498 -557.9163 452.6928 80 19426.0249 5.3894 -67.2687 246.0498 -3485.1568 -709.7235 (Leg 260 TL -Z 8OMPH 24641.1915 -14.6386 -32.1132 178.9513 -328.3856 -982.1374 (Leg 80 -24603.2972 16.8645 32.1132 -178.9513 2258.4983 35.4134 261 TL +Z 80MPH -20709.2857 16.1248 -25.3535 -107.1007 -592.8726 1100.437E (Leg 80 20747.1800 -13.8989 25.3535 107.1007 2116.7026 -198.1774 261 TL -Z 8OMPH 23242.5125 -7.1677 35.9865 74.7546 -4.5536 -632.05C-- 632.050:(Leg 80 -23204.61819.3936 -35.9865 -74.7546 -2158.3565 139.356: (Leg 262 TL +Z 8OMPH 46552.8400 -0.2523 14.2120 -21.4570 949.6025 -1699.1821 (Leg 80 -46514.9457 2.4782 -14.2120 21.4570 -1803.7889 1567.125= 262 TL -Z 8OMPH -41478.3319 -18.9023 -76.4027 208.5048 1892.1226 875.912 (Leg 80 41516.2262 21.1282 76.4027 -208.5048 2699.9366 -2078.8962 263 TL +Z 80MPH -987.8657 6.6267 -27.4271 0.4413 0.0000 0.000: (Diag 8 981.7665 2:2859 27.4271 -0.4413 1456.9112 115.291, 263 TL -Z 8OMPH 1092.7442 -0.2235 26.7950 -0.4554 0.0000 0.000 8 -1098.8435 9.1361 -26.7950 0.4554 -1423.3340 -248.588--- 248.588-264 (Diag 264 TL +Z 8OMPH 1273.5304 2.1540 29.0630 -0.5369 -1543.8120 -122.2971 (Diag 8 -1267.4311 6.7586 -29.0630 0.5369 0.0000 0.0000 264 TL -Z 80MPH -1229.2007 9.0322 -28.8858 0.3930 1534.4005 243.073 (Diag 8 1235.3000 -0.1197 28.8858 -0.3930 0.0000 0.000 265 TL +Z BOMPH 3287.4742 4.5358 -12.7866 -0.0553 679.2157 4.225- (Diag 8 -3281.3750 4.3767 12.7866 0.0553 0.0000 0.000 265 TL -Z 8OMPH -3450.2739 7.7491 13.7783 -0.0561 -731.8966 174.912; (Diag 8 3456.3732 1.1635 -13.7783 0.0561 0.0000 0.0000 266 TL +Z 8OMPH 825.2427 4.9949 15.0418 0.0647 0.0000 0.000: (Diag 8 -831.3421 3.9176 -15.0418 -0.0647 -799.0106 28.614: 266 TL -Z 8OMPH -1019.0752 1.4089 -15.7996 0.0638 0.0000 0.0000 (Diag 8 1012.9760 7.5037 15.7996 -0.0638 839.2642 -161.8753 267 TL +Z 8OMPH -3471.4156 -2.5059 14.1680 0.3042 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 footT• Rohn SSV Communications Tower - Bloom�tn Site - Berry Creek, CA Thursday, July 12, 2001 Page 15 of �• Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-:J'. (Diag 8 3465.3164 11.4184 -14.1680 -0.3042 -752.5949 -369.826. 267 TL -Z 80MPH 3316.0860 8.0681 -15.3294 -0.2427 0.0000 0.000! (Diag 8 -3322.1853 0.8444 15.3294 0.2427 814.2882 191.86Gy 268 TL +Z 8OMPH -1216.6205 10.8629 -11.9581 1.6837 635.2085 340.318. (Diag 8 1222.7198 -1.9504 11.9581 -1.6837 0.0000 0.000C 268 TL -Z 80MPH 1094.2805 0.7723 13.3125 -1.5168 -707.1531 -195.6923 (Diag 8 -1088.1813 8.1403 -13.3125 1.5168 0.0000 0.0000 269 TL +Z 80MPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount 2.8947 0.0000 -0.0000 0.0000 -0.0000 -0.0000 269 TL -Z 80MPH 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 (Mount 2.8947 0.0000 0.0000 0.0000 0.0000 -0.0000 270 TL +Z 8OMPH -275.4951 16.3572 33.1764 -2.7318 -747.3656 409.3743 (Mount 275.4951 -2.8943 -33.1764 2.7318 -560.0471 -30.0452 270 TL -Z BOMPH 766.6809 -24.5250 -20.1545 1.5385 456.9700 -670.778'8 (Mount -766.6809 37.9879 20.1545 -1.5385 337.2769 -560.9717 271 TL +Z 80MPH -16756.7553 25.9587 -162.4265 313.7625 3489.4790 709.7596 (Leg 80 16775.7025 -24.8458 162.4265 -313.7625 1391.7120 53.6207 271 TL -Z 80MPH 21753.0106 15.9852 150.5776 -124.3470 -2837.2435 -87.056E (Leg 80 -21734.0634 -14.8722 -150.5776 124.3470 -1687.8688 550.715E 272 TL +Z 80MPH 387.4791 1.1742 -29.4233 0.7128 0.0000 0.0000 (Diag 8 -381.3797 7.1179 29.4233 -0.7128 1489.7177 -150.466C 272 TL -Z 8OMPH 98.2635 5.4686 28.7060 -0.4301 0.0000 0.0000 (Diag 8 -92.1642 2.8236 -28.7060 0.4301 -1453.4011 66.9578 273 TL +Z 80MPH -1635.6429 7.2782 27.4223 0.6578 -1388.4065 158.5817 (Diag 8 1629.5436 1.0139 -27.4223 -0.6578 0.0000 0.0000 273 TL -Z 80MPH 1602.0915 2.9158 -27.4036 -0.6728 1387.4603 -62.289, (Diag 8 -1608.1907 5.3763 27.4036 0.6728 0.0000 0.000 274 TL +Z 80MPH -2723.3404 5.6992 -9.1169 1.2490 461.5960 78.6361 (Diag 8 2717.2411 2.5929 9.1169 -1.2490 0.0000 0.0000 274 TL -Z 8OMPH 2361.9299 3.2651 9.7934 -1.0106 -495.8485 -44.6054 (Diag 8 -2368.0291 5.0271 -9.7934 1.0106 0.0000 0.0000 275 TL +Z BOMPH -658.9421 2.1013 13.4978 -0.0528 0.0000 0.0000 (Diag 8 665.0415 6.1908 -13.4978 0.0528 -683.4040 -103.5264 275 TL -Z BOMPH 861.8270 4.6940 -14.4262 -0.1414 0.0000 0.0000 (Diag 8 -855.7277 3.5981 14.4262 0.1414 730.4083 27.7429 276 TL +Z 8OMPH 291.5019 11.3471 10.0994 -2.1586 -139.4199 170.0535 (Mount -281.2530 2.0754 -10.0994 2.1586 -359.8261 59.1116 276 TL -Z 8OMPH -893.8634 3.9119 -6.5621 1.5572 100.4725 -15.0360 (Mount 904.1123 9.5106 6.5621 -1.5572 223.9163 -123.3444 277 TL +Z 80MPH -189.7642 0.2498 -34.4677 240.3026 387.8187 49.4573 (Mount 204.2376 -0.2498 34.4677 -240.3026 646.2118 -41.9643 277 TL -Z 80MPH 523.8600 -7.4214 48.7350 -123.9657 -687.8688 -168.3745 (Mount -509.3866 7.4214 -48.7350 123.9657 -774.1804 -54.2660 278 TL +Z 80MPH -43.3744 2.0810 -15.7786 3.8861 673.6687 -106.5562 (Mount 53.6233 21.4507 15.7786 -3.8861 511.7833 -621.068' 278 TL -Z 80MPH 44.7708 20.9946 10.1998 -2.7536 -450.1493 367.1084 (Mount -34.5219 2.5372 -10.1998 2.7536 -316.1649 326.248: 279 TL +Z 8OMPH 3296.6130 7.7839 6.0022 1.3631 0.0000 0.0000 (Diag 8 -3290.5137 0.5083 -6.0022 -1.3631 -303.8974 184.1846 279 TL -Z 80MPH -3021.5645 -0.1613 -7.2612 -0.9099 0.0000 0.0000 (Diag 8 3027.6637 8.4535 7.2612 0.9099 367.6372 -218.0865 280 TL +Z 8OMPH 1588.6895 1.4018 -13.7432 0.5723 695.8272 -138.9447 (Diag 8 -1594.7888 6.8904 13.7432 -0.5723 0.0000 0.000C 280 TL -Z 8OMPH -1497.0286 8.1469 14.8120 -0.1473 -749.9418 202.56E (Diag 8 1490.9293 0.1452 -14.8120 0.1473 0.0000 0.000- 281 TL +Z BOMPH 40954.7763 -120.2660 -281.6482 -21.6434 1806.5532 -1567.407` (Leg 80 -40935.8291 121.3789 281.6482 21.6434 6657.4505 -2063.511- 281 TL -Z BOMPH -36368.5111 131.0305 276.5872 208.2546 -2701.9440 2079.144E (Leg 80 36387.4583 -129.9176 -276.5872 -208.2546 -5609.9690 1841.820E 282 TL +Z BOMPH -18215.5532 -13.8415 38.8832 -107.7306 -2116.6456 198.159 (Leg 80 18253.4475 16.0674 -38.8832 107.7306 -220.3673 -1096.9739 282 TL -Z 80MPH 20452.3641 17.9143 -36.6883 75.5088 2158.1480 -134.291E (Leg 80 -20414.4697 -15.6884 '36.6883 -75.5088 46.9449 1144.1105 283 TL +Z 80MPH -1088.0763 8.2654 11.1552 -3.4000 -339.1242 27.0827 (Mount 1088.0763 5.1571 -1.1.1552 3.4000 -99.1574 33.9796 283 TL -Z 80MPH 1073.5201 1.3204 -10.1301 2.0540 280.7990 -40.7289 (Mount -1073.5201 12.1021 10.1301 -2.0540 117.2066 -171.075` 284 TL +Z 80MPH 583.5275 0.7900 -5.4872 3.0370 331.1750 -117.435: (Mount -583.5275 22.7417 5.4872 -3.0370 46.7906 -638.589: 284 TL -Z 80MPH -584.2043 22.9953 2.9619 -2.1727 -224.4513 388.683 (Mount 584.2043 0.5365 -2.9619 2.1727 20.4335 384.8075 285 TL +Z 8OMPH -17103.0138 -24.5778 58.3760 451.5900 -1236.1652 358.839 - (Leg 80 17121.9610 25.6908 -58.3760 -451.5900 -518.1356 -1114.17C- 285 TL -Z BOMPH 21243.0788 16.6388 -88.5548 -300.1884 1218.7311 -780.91x•, (Leg 80 -21224.1316 -15.5258 88.5548 300.1884 1442.4959 1264.220" 286 TL +Z 8OMPH -1656.6406 4.3965 -27.2313 0.0040 0.0000 0.000:. (Diag 8 1650.5413 3.8956 27.2313 -0.0040 1378.7366 12.680 286 TL -Z 8OMPH 1582.9081 1.4097 27.2186 -0.2060 0.0000 0.000C Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower - Bloo to Site - Berry Creek, CA Thursday, July 12, 2001 Page 16 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 8 -1589.0073 6.8824 -27.2186 0.2060 -1378.0957 -138.5433 287 TL +Z 80MPH 366.3497 3.7237 29.3677 0.0327 -1486.9066 -21.3854 (Diag 8 -360.2504 4.5685 -29.3677 -0.0327 0.0000 0.0000 287 TL -Z 8OMPH 78.8652 6.7824 -28.6059 0.1884 1448.3346 133.4780 (Diag 8 -72.7658 1.5098 28.6059 -0.1884 0.0000 0.0000 288 TL +Z 80MPH 799.0007 10.3900 -1.0373 -0.7164 -247.6184 109.3995 (Mount -809.2496 3.0324 1.0373 0.7164 298.8934 72.457? 288 TL -Z 80MPH -153.5038 2.5653 -3.1104 0.5000 268.8625 -31.4845 (Mount 143.2549 10.8572 3.1104 -0.5000 -115.1054 -173.4654 289 TL +Z 80MPH 3203.1190 2.1024 -5.8446 -0.2629 295.9182 -103.4706 (Diag 8 -3197.0198 6.1897 5.8446 0.2629 0.0000 0.0000 289 TL -Z 8OMPH -3039.9250 7.9359 7.1630 0.1957 -362.6665 191.8807 ,Diag 8 3046.0243 0.3563 -7.1630 -0.1957 0.0000 0.0000 290 TL +Z 80MPH 1467.3775 6.0446 13.7113 0.3279 0.0000 0.0000 (Diag 8 -1473.4768 2.2475 -13.7113 -0.3279 -694.2103 96.1260 290 TL -Z 8OMPH -1489.1290 0.3327 -14.8039 -0.2115 0.0000 0.0000 (Diag 8 1483.0297 7.9595 14.8039 0.2115 749.5294 -193.0754 291 TL +Z 8OMPH -517.2930 10.5320 36.4423 248.2519 -560.1858 125.2739 (Mount 531.7664 -10.5320 -36.4423 -248.2519 -533.0860 190.6855 291 TL -Z 8OMPH 181.0710 -22.7667 -33.0573 -180.3133 535.3681 -256.2425 (Mount -166.5975 22.7667 33.0573 180.3133 456.3515 -426.7605 292 TL +Z 8OMPH -2739.3752 -0.6782 9.1028 -0.5885 0.0000 0.0000 (Diag 8 2733.2759 8.9704 -9.1028 0.5885 -460.8784 -244.2580 292 TL -Z 80MPH 2266.0809 7.2219 -9.8052 0.5629 0.0000 0.0000 ,Diag 8 -2272.1801 1.0702 9.8052 -0.5629 496.4456 155.7325 .'.93 TL +Z 80MPH -650.1709 9.6554 -13.3724 -0.3035 677.0519 278.9386 ,Diag 8 656.2703 -1.3632 13.3724 0.3035 0.0000 0.0000 X93 TL -Z 8OMPH 740.0028 0.8106 14.3120 0.3095 -724.6252 -168.8787 'Diag 8 -733.9034 7.4816 -14.3120 -0.3095 0.0000 0.0000 '94 TL +Z 80MPH 76.3749 3.2981 5.5310 2.1768 -60.8466 -49.2842 (Mount -86.6238 20.2337 -5.5310 -2.1768 -354.6986 -586.9043 294 TL -Z 80MPH -36.9219 19.7526 -4.3409 -1.4724 40.6505 308.1579 (Mount 26.6730 3.7792 4.3409 1.4724 285.4851 291.8883 295 TL +Z 8OMPH 40801.1615 176.6271 251.5567 -314.7825 -4909.2556 1408.1057 (Leg 80 -40782.2143 -175.5142 -251.5567 314.7825 -2650.4666 3883.1273 295 TL -Z 80MPH -36352.2476 -160.7345 -221.6046 273.1879 4626.9936 -1531.7412 (Leg 80 36371.1948 161.8475 221.6046 -273.1879 2032.6158 -3315.3384 296 TL +Z 8OMPH -107.1347 10.0404 0.0000 0.2411 0.0000 0.0000 (Horiz 107.1347 10.0404 0.0000 -0.2411 0.0000 0.0000 296 TL -Z 80MPH -279.6250 10.0404 0.0000 -0.1615 0.0000 0.0000 tHoriz 279.6250 10.0404 0.0000 0.1615 0.0000 0.0000 297 TL +Z 8OMPH -670.3718 -30.5507 -32.2981 -5.3857 501.2775 -651.8602 (Mount 670.3718 43.9597 32.2981 5.3857 766.4242 -810.4062 297 TL -Z 8OMPH 155.5624 35.6535 26.7539 5.0151 -431.5578 639.3295 (Mount -155.5624 -22.2445 -26.7539 -5.0151 -618.5329 496.9179 298 TL +Z 8OMPH 127.8680 10.0404 0.0000 -0.1601 0.0000 0.000 (Horiz -127.8680 10.0404 0.0000 0.1601 0.0000 0.000C 298 TL -Z 8OMPH 294.5226 .10.0404 0.0000 0.1798 0.0000 0.0000 (Horiz -294.5226 10.0404 0.0000 -0.1798 0.0000 0.0000 299 TL +Z 80MPH -60.0696 10.0404 0.0000 -0.5058 0.0000 0.0000 (Horiz 60.0696 10.0404 0.0000 0.5058 0.0000 0.0000 299 TL -Z 80MPH 86.6598 10.0404 0.0000 0.5203 0.0000 0.0000 (Horiz -86.6598 10.0404 0.0000 -0.5203 0.0000 0.0000 300 TL +Z 80MPH 2.8947 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 ;Mount 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 300 TL -Z 8OMPH 2.8947 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 (Mount 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 301 TL +Z 8OMPH 208.6803 2.4320 -16.4477 -0.1295 0.0000 0.0000 (Diag 1 -204.4534 4.4808 16.4477 0.1295 756.6962 -47.1288 301 TL -Z 80MPH -22.8027 3.0998 16.5327 0.2749 0.0000 0.0000 (Diag 1 27.0296 3.8130 -16.5327 -0.2749 -760.6037 -16.4049 302 TL +Z 80MPH -929.2563 4.5415 15.6063 0.1264 -717.9858 49.9196 (Diag 1 925.0293 2:3713 -15.6063 -0.1264 0.0000 0.000C 302 TL -Z 80MPH 1058.8629 3.8738 -15.5275 -0.2263 714.3594 19.2044 (Diag 1 -1063.0899 3.0390 15•.5275 0.2263 0.0000 0.000C 303 TL +Z 80MPH -2918.1822 5.9884 -8.0724 0.1007 371.3772 116.4860 (Diag 1 2913.9552 0.9244 8.0724 -0.1007 0.0000 0.0000 303 TL -Z 80MPH 2932.0406 2.8337 8.1591 0.0264 -375.3690 -28.6494 (Diag 1 -2936.2677 4.0791 -8.1591 -0.0264 0.0000 0.0000 304 TL +Z 8OMPH -1890.9783 0.9599 7.1629 -0.0689 0.0000 0.0000 (Diag 1 1895.2053 5.9529 -7.1629 0.0689 -329.5352 -114.8535 304 TL -Z 80MPH 1959.3174 4.2008 -7.3447 0.0495 0.0000 0.000C (Diag 1 -1955.0903 2.7120 7.3447 -0.0495 337.9023 34.2471 305 TL +Z 80MPH 3442.7389 4.4910 7.9511 -0.1794 0.0000 0.000G (Diag 1 -3438.5118 2.4218 -7.9511 0.1794 -365.7986 47.5994 305 TL -Z 8OMPH -3397.6221 0.5186 -7.8695 0.1006 0.0000 0.0000 (Diag 1 3401.8491 6.3942 7.8695 -0.1006 362.0450 -135.1569 306 TL +Z 80MPH 2353.4607 4.5872 -8.8720 -0.9893 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Tohn SSV Communications Ir Tower - Bloome n Site - Berry Creek, CA Thursday, July 12, 2001 Page 17 of 3: Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 41C-- (Diag 1 -2349.2336 2.3256 8.8720 0.9893 408.1672 52.02': 306 TL -Z 8OMPH -2256.6738 0.7011 8.6877 0.9154 0.0000 0.000 (Diag 1 2260.9008 6.2117 -8.6877 -0.9154 -399.6869 -126.759c 307 TL +Z BOMPH -14845.4660 50.7997 49.7928 -285.3681 282.9563 1129.632; (Leg 10 14875.7836 -50.7997 -49.7928 285.3681 -2673.0105 1308.752 307 TL -Z 80MPH 18796.3402 -29.2161 0.4667 234.1153 -1436.0359 -636.757- (Leg 10 -18766.0226 29.2161 -0.4667 -234.1153 1413.6344 -765.6147 308 TL +Z 80MPH -15702.5117 -40.0216 31.3420 -94.4400 352.2812 -1062.9017 (Leg 10 15732.8293 40.0216 -31.3420 94.4400 -1856.6950 -858.1321 308 TL -Z 80MPH 17936.5933 37.2888 -21.0005 72.7048 -527.6321 1016.1400 (Leg 10 -17906.2757 -37.2888 21.0005 -72.7048 1535.6533 773.718? 309 TL +Z 80MPH 35660.4471--- 55.3529 -78.3126 -158.7465 3882.7281 2662.309= (Leg 10 -35630.1330 -55.3529 78.3126 158.7465 -123.7253 -5.373(- 5.373E309 309 TL -Z 80MPH -31623.8293 -31.1028 55.5112 153.5199 -3314.9265 -2043.179 (Leg 10 31654.1434--- 31.1028 -55.5112 -153.5199 650.3901 550.2458 310 TL +Z BOMPH -944.9618 4.3520 -15.6096 0.5540 0.0000 0.0000 (Diag 1 940.7348 2.5608 15.6096 -0.5540 718.1388 41.2014 310 TL -Z BOMPH 1038.2672 0.6945 15.5246 -0.4867 0.0000 0.000C (Diag 1 -1042.4942 6.2183 -15.5246 0.4867 -714.2284 -127.062E 311 TL +Z BOMPH 192.9016 2.5002 16.4575 -0.0724 -757.1456 -43.9921 (Diag 1 -188.6747 4.4126 -16.4575 0.0724 0.0000 0.000C 311 TL -Z 8OMPH -43.4737 6.1574 -16.5364 0.0411 760.7748 124.262 (Diag 1 47.7007 0.7554 16.5364 -0.0411 0.0000 0.0000 312 TL +Z 80MPH 3355.7127 3.7751 -7.9557 0.1848 366.0109 14.E61S; (Diag 1 -3351.4857 3.1377 7.9557 -0.1848 0.0000 O.000C 312 TL -Z 80MPH -3413.0516 5.6129 7.8686 -0.1395 -362.0060 99.2111 (Diag 1 3417.2786 1.2999 -7.8686 0.1395 0.0000 0.0001", 313 TL +Z BOMPH 2262.4574 3.2780 8.8830 0.3147 0.0000 O.000C (Diag 1 -2266.6844 3.6348 -8.8830 -0.3147 -408.6745 -8.2064 313 TL -Z 80MPH -2275.7024 1.5845 -8.6999 -0.2251 0.0000 O.00011 (Diag 1 2271.4754 5.3283 8.6999 0.2251 400.2499 -86.12U'- 314 TL +Z 80MPH -2931.5359 7.3417 8.0815 0.0769 -371.7977 178.747~ (Diag 1 2935.7629 -0.4289 -8.0815 -0.0769 0.0000 0.000k_ 314 TL -Z 80MPH 2851.4003 2.0523 -8.1634 -0.1169 375.5645 -64.5952 (Drag 1 -2847.1733 4.8605 8.1634 0.1169 0.0000 0.0000 315 TL +Z BOMPH -1908.2332 7.2620 -7.1426 0.9776 328.6053 175.CB25 (Diag 1 1912.4603 -0.3492 7.1426 -0.9776 0.0000 0.0000 315 TL -Z 80MPH 1875.1503 1.8287 7.3282 -0.9721 -337.1432 -74.8857 (Diag 1 -1870.9233 5.0841 -7.3282 0.9721 0.0000 0.0000 316 TL +Z 8OMPH 15.0064 4.7690 26.2004 -2.8119 -518.7068 126.59OF (Mount -15.0064 8.6399 -26.2004 2.8119 -509.6578 -202.558- 316 TL -Z 80MPH 315.0935 26.1985 -19.9363 2.3306 398.8093 375.C92?, (Mount -315.0935 -12.7895 19.9363 -2.3306 383.6916 390.C45b 317 TL +Z BOMPH -12413.3831 -75.1950 -137.9418 233.5442 2565.5058 -1243.3-761 (Leg 10 12428.5419 75.1950 137.9418 -233.5442 745.0892 -561.300 317 TL -Z BOMPH 16270.5900 71.5521 121.3777 -164.8654 -1740.2623 951.429 (Leg 10 -16255.4330 -71.5521 -121.3777 164.8654 -1172.7963 765.e1E'. 318 TL +Z 80MPH 616.0122 1.1480 -16.4327 0.0500 0.0000 O.000C (Diag 1 -611.7853 5.7648 16.4327 -0.0500 756.0050 -106.2016 318 TL -Z 80MPH -393.4526 4.0947 16.2289 -0.0493 0.0000 0.0000 (Diag 1 397.6795 2.8181 -16.2289 0.0493 -746.6301 29.2-654 319 TL +Z 80MPH -404.8545 5.8125 15.6323 0.2399 -719.1796 108.2-932 (Diag 1 400.6276 1.1003 -15.6323 -0.2399 0.0000 0.00011 319 TL -Z 8OMPH 228.4978 2.8633 -15.8283 -0.1971 728.1973 -27.287 lDiag 1 -232.7248 4.0495 15.8283 0.1971 0.0000 0.000" 320 TL +Z 80MPH -13193.5019 26.6067 -33.6788 -94.4189 1856.4341 857.925: (Leg 10 13208.6607 -26.6067 33.6788 94.4189 -1048.1443 -219.369c 320 TL -Z 80MPH 15480.2020 -19.8157 21.0113 72.7423 -1535.3990 -773.508, (Leg 10 -15465.0449 19.8157 -21.0113 -72.7423 1031.1299 297.932 321 TL +Z 80MPH -46.3213 9.8282 8.3158 -1.9820 -54.8268 109.821: (Mount 54.5203 3.5808 -8.3158 1.9820 -327.7492 33.666 321 TL -Z BOMPH -332.4140 6.3493 -5.4301 1.5514 17.4014 34.915: (Mount 340.6131 7.0597 5.4301 -1.5514 232.4172 -51.255E 322 TL +Z BOMPH -2960.6897 4.7859 -8.6722 0.2950 398.9759 61.1641 (Diag 1 2956.4627 2.1269 •8.6722 -0.2950 0.0000 0.0000 322 TL -Z BOMPH 2727.3237 3.0842 8.4430 -0.2483 -388.4273 -17.1235 (Diag 1 -2731.5508 3.8286 -8.4430 0.2483 0.0000 0.000L 323 TL +Z BOMPH -2033.6360 2.0330 7.9040 -0.0380 0.0000 0.000- (Diag 1 2037.8631 4.8798 -7.9040 0.0380 -363.6305 -65.487. 323 TL -Z 80MPH 2078.2584 3.5209 -7.8138 -0.0588 0.0000 MIN, (Diag 1 -2074.0314 3.3919 7.8138 0.0588 359.4826 2.96?: 324 TL +Z 8OMPH 12.9169 1.5956 -25.9674 221.0616 240.4370 25.151. (Mount -1.3382 -1.5956 25.9674 -221.0616 382.7794 13.144- 324 TL -Z 80MPH 159.4917 -13.8325 34.3948 -157.6933 -419.4682 -184.688- (Mount -147.9129 13.8325 -34.3948 157.6933 -406.0048 -147.291C 325 TL +Z 80MPH -20.9246 1.2601 -7.9489 1.9145 356.0772 -117.900" (Mount 29.1237 21.9649 7.9489 -1.9145 216.9978 -628.455 325 TL -Z BOMPH 3.4947 21.3451 5.3124 -1.0427 -255.9021 364.255c Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot•1 Rohn SSV Communications Tower - Blo� Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 18 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount 4.7044 1.8799 -5.3124 1.0427 -127.0972 337.414'% 326 TL +Z BOMPH 2828.1853 1.7457 7.3613 0.4360 -338.6634 -78.702,, (Diag 1 -2832.4123 5.1671 -7.3613 -0.4360 0.0000 0.000' 326 TL -Z 80MPH -2670.8995 6.1139 -7.5819 -0.3845 348.8149 122.259; (Diag 1 2666.6725 0.7989 7.5819 0.3845 0.0000 0.00. 327 TL +Z 8OMPH 1963.1141 5.1208 -8.1245 0.1514 0.0000 0.0001- .000(Diag (Diag1 -1958.8871 1.7920 8.1245 -0.1514 373.7776 76.5717 327 TL -Z 8OMPH -1940.8073 0.5364 8.2189 -0.1637 0.0000 0.000 (Diag 1 1945.0343 6.3764 -8.2189 0.1637 -378.1175 -134.3367 328 TL +Z 80MPH 30591.1692 121.2318 -42.7678 -158.5028 123.9882 6.5866 (Leg 10 -30576.0086 -121.2318 42.7678 158.5028 902.4355 2902.9683 328 TL -Z 8OMPH -26798.9013 -137.9549 61.3593 153.2378 -650.6607 -551.4555 .Leg 10 26814.0583 137.9549 -61.3593 -153.2378 -821.9592 -2759.4537 329 TL +Z 8OMPH -426.9903 5.3448 5.1005 -3.2396 -67.1548 -16.7399 (Mount 426.9903 8.0641 -5.1005 3.2396 -133.0398 -36.6273 329 TL -Z 80MPH 428.5823 8.2907 -4.3799 2.3751 66.4658 66.2225 (Mount -428.5823 5.1182 4.3799 -2.3751 105.4443 -3.9624 330 TL +Z 8OMPH 250.5394 0.3887 -1.6551 1.4355 128.5978 -122.2665 (Mount -250.5394 22.8363 1.6551 -1.4355 -16.0816 -640.7631 330 TL -Z 8OMPH -252.1300 22.7795 1.2879 -0.724.0 -101.8369 380.589- (Mount 252.1300 0.4455 -1.2879 0.7240 14.2812 378.575c 331 TL +Z 8OMPH -12642.3563 10.4624 31.2693 355.4426 -511.0437 789.7389 (Leg 10 12657.5151 -10.4624 -31.2693 -355.4426 -239.4212 -538.6418 331 TL -Z 8OMPH 15951.2207 -76.2792 -152.3461 -285.3222 911.8980 -862.836:' .Leg 10 -15936.0637 76.2792 152.3461 285.3222 2744.4119 -967.866(, 332 TL +Z 8OMPH -424.9281 2.9705 -15.6277 0.1330 0.0000 0.0000 Diag 1 420.7012 3.9423 15.6277 -0.1330 718.9688 -22.3550 332 TL -Z 8OMPH 211.2784 1.7693 15.8306 -0.3691 0.0000 0.000C (Diag 1 -215.5054 5.1435 -15.8306 0.3691 -728.3067 -77.6175 333 TL +Z 8OMPH 595.8812 3.8947 16.4285 0.1874 -755.8128 20.1629 (Diag 1 -591.6543 3.0181 -16.4285 -0.1874 0.0000 0.000L, 333 TL -Z BOMPH -410.7278 5.0983 -16.2333 -0.0288 746.8322 75.5391 (Diag 1 414.9547 1.8145 16.2333 0.0288 0.0000 0.0000 334 TL +Z 80MPH -13208.6607 26.6067 -33.6788 -94.4189 1048.1443 219.36K ;Leg 10 13223.8195 -26.6067 33.6788 94.4189 -239.8520 419.190 i34 TL -Z 8OMPH 15465.0432 -19.8157 21.0113 72.7423 -1031.1299 -297.9323 Leg 10 -15449.8861 19.8157 -21.0113 -72.7423 526.8591 -177.6457 335 TL +Z 8OMPH 324.9373 9.6748 -2.9922 -1.7730 -125.7962 98.8098 ,Mount -333.1364 3.7342 2.9922 1.7730 263.4551 37.8420 335 TL -Z 80MPH 194.7722 5.9930 0.9737 1.5272 124.3218 27.226L' ;Mount -202.9713 7.4159 -0.9737 -1.5272 -169.1180 -59.956 336 TL +Z 8OMPH 2744.6110 3.8487 -7.3627 -0.0018 0.0000 0.000 (Diag 1 -2748.8380 3.0641 7.3627 0.0018 338.7283 18.050 336 TL -Z 8OMPH -2686.6384 1.5599 7.5911 -0.2552 0.0000 0.000" (Diag 1 2682.4113 5.3529 -7.5911 0.2552 -349.2371 -87.249: 337 TL +Z BOMPH 1879.3804 3.0494 8.1290 0.3014 -373.9844 -18.72D- (Diag 1 -1875.1534 3.8634 -8.1290 -0.3014 0.0000 0.0000 337 TL -Z BOMPH -1957.4025 5.5523 -8.2162 -0.2064 377.9948 96.4226 '.Diag 1 1961.6295 1.3605 8.2162 0.2064 0.0000 0.0000 338 TL +Z BOMPH -177.1146 10.3187 24.8615 225.5036 -290.3027 70.904E (Mount 188.6933 -10.3187 -24.8615 -225.5036 -306.3747 176.7431 338 TL -Z 8OMPH -49.9847 -22.3295 -14.3025 -161.3007 219.7023 -181.8713 (Mount 61.5635 22.3295 14.3025 161.3007 123.5576 -354.0362 339 TL +Z 80MPH 31.9509 2.2437 4.4227 1.2360 -102.7449 -71.401i- ;Mount -40.1500 20.9813 -4.4227 -1.2360 -216.1123 -604.041E 339 TL -Z 80MPH -13.5789 20.3012 -2.4221 -0.5434 49.2489 314.5403 (Mount 5.3798 2.9237 2.4221 0.5434 125.3758 311.8745 340 TL +Z 8OMPH -2975.4619 0.8086 8.6644 0.0368 0.0000 0.0000 (Diag 1 2971.2349 6.1042 -8.6644 -0.0368 -398.6154 -121.816' 340 TL -Z 8OMPH 2642.7955 4.5896 -8.4446 0.1873 0.0000 0.000C (Diag 1 -2647.0226 2.3232 8.4446 -0.1873 388.5041 52.134: 341 TL +Z 80MPH -2048.5079 6.1372 -7.9031 0.2151 363.5908 123.333:- cDiag 1 2052.7349 0".7756 7.9031 -0.2151 0.0000 0.000:. 341 TL -Z 80MPH 1992.9278 2.5678 7.8117 0.0302 -359.3882 -40.882- (Diag 1 -1988.7008 4.3450 -7.8117 -0.0302 0.0000 0.000L 342 TL +Z 8OMPH 30489.6152 -107.6204 83.3773 -143.0304 -94.4848 -1206.3842 tLeg 10 -30474.4547 107.6204 -83.3773 143.0304 -1906.5714 -1376.5061 342 TL -Z 80MPH -26818.8092 91.0212 -66.0155 140.4137 382.7357 1826.1633 (Leg 10 26833.9662 -91.0212 66.0155 -140.4137 1201.6377 358.347, 343 TL +Z 8OMPH -304.5337 32.3257 -24.3887 -4.3875 528.0604 586.159° (Mount 304.5337 -18.9167 24.3887 4.3875 429.1976 419.471:• 343 TL -Z BOMPH -148.1669 2.1422 17.2592 3.5569 -364.2328 61.84;' (Mount 148.1669 11.2667 -17.2592 -3.5569 -313.1897 -240.9'-:-'- 240.9::344 344 TL +Z BOMPH 51.1811 1.9616 -16.2458 -0.3181 0.0000 O.Oul.i. (Diag 1 -46.9542 4.9512 16.2458 •0.3181 747.4053 -68.771• 344 TL -Z BOMPH 84.2691 3.6536 16.2841 0.2386 0.0000 0.000( (Diag 1 -80.0421 3.2592 -16.2841 -0.2386 -749.1687 9.0741 345 TL +Z 8OMPH -605.8657 4.9787 15.8067 -0.1745 -727.2066 70.0366 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower - B1oo*tn Site - Berry Creek, CA Thursday, July 12, 2001 Multiframe4D Version 7.51 Page 19 of 's• (Diag 1 DE140ft RohnSSV BloomerSiteCA AT&T 410-0- 345 601.6388 1.9341 -15.8067 0.1745 0.0000 0.0000 (Diag 1 TL -Z 80MPH 457.8916 3.2854 -15.7902 0.0502 726.4481 346 TL +Z 80MPH -462.1185 -2319.1865 3.6274 1.7709 15.7902 -0.0502 0.0000 0.0000 (Diag 1 2323.4135 5.1418 -8.2112 8.2112 -0.1737 0.1737 0.0000 377.7670 0.0000 396 TL -Z 80MPH 2349.0775 3.3388 8.2728 -0.0039 0.0000 -77.5911 0.0000 (Diag 1 347 -2344.8505 3.5740 -8.2728 0.0039 -380.5978 -5.4097 (Diag 1 TL +Z 80MPH -1802.3372 5.1542 7.7612 -0.3563 -357.0648 78.1088 397 1798.1102 1.7586 -7.7612 0.3563 0.0000 0.000 (Diag 1 TL -Z 80MPH 1847.9882 3.3965 -7.9566 0.2988 366.0516 -2.75E- 348 -1852.2152 3.5163 7.9566 -0.2988 0.0000 0.000U (Diag 1 TL +Z 80MPH 2615.8589 4.2878 7.8057 0.0908 0.0000 0.000" 398 -2611.6318 2.6249 -7.8057 -0.0908 -359.1098 38.2519 (Diag 1 TL -Z 80MPH -2452.0376 0.8357 -7.7723 -0.0155 0.0000 0.0000 349 2456.2647 6.0771 7.7723 0.0155 357.5750 -120.5683 (Diag 1 TL +Z 80MPH 2120.6909 2.6098 -8.2775 -0.3676 380.8165 -38.9494 349 -2124.9179 4.3030 8.2775 0.3676 0.0000 0.0000 (Diag 1 TL -Z 80MPH -1982.3866 5.8734 8.0732 0.5387 -371.4165 111.1959 350 1978.1596 1.0394 -8.0732 -0.5387 0.0000 0.0000 TL +Z 80MPH -10305.5827 61.0197 71.3282 -172.2929 -266.2468 835.6509 (Leg 10 350 10335.8985 -61.0197 -71.3282 172.2929 -3157.5085 2093.2980 TL -Z 80MPH 13364.3892 75.8229 130.6413 78.4624 -2799.9714 995.8994 (Leg 10 -13334.0734 -75.8229 -130.6413 -78.4624 -3470.8140 2643.6011 351 TL +Z 80MPH -10694.1035 -12.6156 12.7487 -93.8871 239.8645 -419.15J: (Leg 10 10724.4194 12.6156 -12.7487 93.8871 -851.8025 -186.397 351 TL -Z 80MPH 12993.9707 2.1339 -1.4055 72.4376 -526.9167 177.577; (Leg 10 -12963.6549 -2.1339 1.4055 -72.4376 594.3809 -75.1986 352 TL +Z 80MPH 25369.5955 76.8064 -51.7011 -142.7545 1906.4518 1376.4878 (Leg 10 -25339.2779 -76.8064 51.7011 142.7545 575.2008 2310.2207 352 TL -Z 80MPH -22115.9753 13.7411 5.7309 140.2543 -1201.4684 -357.8004 (Leg 10 22146.2929 -13.7411 -5.7309 -140.2543 926.3859 1017.3731 353 TL +Z 80MPH -624.1150 3.2796 -15.8049 0.8006 0.0000 0.0000 (Diag 1 619.8880 3.6332 15.8049 -0.8006 727.1214 -8.1337 353 TL -Z 80MPH 440.1439 1.8947 15.7762 0.4183 0.0000 0.0000 (Diag 1 -444.3709 5.0181 -15.7762 -0.4183 -725.8035 -71.8470 354 TL +Z 80MPH 32.8983 3.6057 16.2638 0.2022 -748.2343 6.8686 (Diag 1 -28.6713 3.3071 -16.2638 -0.2022 0.0000 0.0000 354 TL -Z 80MPH 66.4894 4.9919 -16.2706 -0.1675 748.5473 70.6408 (Diag 1 -62.2625 1.9209 16.2706 0.1675 0.0000 0.0000 355 TL +Z 80MPH 14.5941 -53.3335 33.5843 -6.2977 -462.9709 -745.8146 (Mount -6.3950 66.7424 -33.5843 6.2977 -1082.1107 -2016.2986 355 TL -Z 80MPH 34.4338 -66.8250 21.9240 -4.4676 -327.7678 -985.9028 (Mount -26.2347 80.2339 -21.9240 4.4676 -680.8723 -2396.9010 356 TL +Z 80MPH 2531.0964 3.6288 -7.8154 0.7440 359.5560 7.9297 (Diag 1 -2526.8694 3.2840 7.8154 -0.7440 0.0000 0.0000 356 TL -Z 80MPH -2469.1295 5.4950 7.7610 0.6615 -357.0539 93.7883 (Diag 1 2473.3565 1.4178 -7.7610 -0.6615 0.0000 0.0000 357 TL +Z 80MPH 2035.9735 3.3342 8.2758 0.3768 0.0000 0.0000 (Diag 1 -2040.2005 3.5785 -8.2758 -0.3768 -380.7362 -5.6198 357 TL -Z 80MPH -1998.8372 1.6422 -8.0849 -0.2851 0.0000 0.0000 (Diag 1 1994.6102 5.2706 8.0849 0.2851 371.9526 -83.466% 358 TL +Z 80MPH 47.0825 63.0169 25.5628 52.3487 -436.1961 965.7235 (Mount -35.5038 -63.0169 -25.5628 -52.3487 -177.3116 546.6818 358 TL -Z SOMPH 43.3833 48.3302 62.7329 -8.1970 -799.4369 776.833E (Mount -31.8045 -48.3302 -62.7329 8.1970 -706.1538 383.09i`. 359 TL +Z 80MPH 4.6796 -11.4027 -13.3731 6.8982 364.4068 -382.0981 (Mount 3.5195 34.6276 13.3731 -6.8982 599.7266 -1277.1785 359 TL -Z 80MPH -12.2261 -0.2808 -14.2557 7.1562 305.1862 -105.8640 (Mount 20.4252 23.5058 14.2557 -7.1562 722.5805 -751.5839 360 TL +Z 80MPH -2335.7820 6.1457 8.2283 -0.2731 -378.5517 123.7227 (Diag 1 2340.0090 0.7671 -8.2283 0.2731 0.0000 0.0000 360 TL -Z 80MPH 2263.8356 2.9919 -8.2545 -0.1593 379.7577 -21.3703 (Diag 1 -2259.6086 3'.9209 8.2545 0.1593 0.0000 0.0000 361 TL +Z 80MPH -1818.8539 0.7898 -7.7460 -0.0885 0.0000 0.000 (Diag 1 1814.6269 6.1230 7.7460 0.0885 356.3656 -122.67-"- 361 TL -Z 80MPH 1763.4194 4.1191 7.9460 -0.5538 0.0000 0.000; (Diag 1 -1767.6464 2.7937 -7.9460 0.5538 -365.5626 30.48c:_ 362 TL +Z 80MPH -467.3348 98.5556 3.7165 -8.4374 -81.7416 2469.639.. (Mount 467.3348 -85.1467 -3.7165 8.4374 -64.1294 1135.316. 3622 TL -Z 80MPH 464.7700 113.6770 -0.8175 -5.3783 36.2906 2870.8696 (Mount -464.7700 -100.2680 0.8175 5.3783 -4.2019 1327.8001 363 TL +Z 80MPH 258.3455 -15.9575 -0.1417 6.9852 54.2242 -497.867a (Mount -258.3455 39.1825 0.1417 -6.9852 -44.5906 -1376.421•" 363 TL -Z 80MPH -263.8614 -3.8931 -0.8403 7.8557 6.3659 -224.942 (Mount 263.8614 27.1181 0.8403 -7.8557 50.7611 -829.1766 364 TL +Z 80MPH -33.0312 2.0270 -16.0791 0.3766 0.0000 0.0001, (Diag 1 37.2582 4.8858 16.0791 -0.3766 739.7388 -65.760.` 364 TL -Z 80MPH 113.6948 3.1518 15.9464 0.8014 0.0000 0.0CJ. Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot 4 Rohn SSV Communications Tower = Bloo-Otn Site - Berry Creek, CA mhursday, July 12, 2001 Page 20 of '- - 4ultiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410 (Diag 1 -109.4679 3.7610 -15.9464 -0.8014 -733.6313 -14.014 365 TL +Z 8OMPH -152.9630 4.8865 15.9746 -0.1044 -734.9313 65.794: (Diag 1 148.7361 2.0263 -15.9746 0.1044 0.0000 0.000( 365 TL -Z 80MPH 15.5755 .3.7632 -16.1188 0.1152 741.5645 14.115 (Diag 1 -19.8024 .3.1496 16.1188 -0.1152 0.0000 0.000! 366 TL +Z 80MPH -29.7726 -56.5791 -29.6647 -6.6313 371.8807 -845.0994 (Mount 21.5735 69.9881 29.6647 6.6313 992.8786 -2066.3334 366 TL -Z 8OMPH -19.0181 -63.8066 -22.1455 -3.9398 316.7602 -893.5948 (Mount 10.8190 77.2156 22.1455 3.9398 702.0684 -2350.3473 367 TL +Z 8OMPH -1810.2781 4.7966 -8.0316 0.6260 369.5007 61.6597 (Diag 1 1806.0511 2.1161 8.0316 -0.6260 0.0000 0.0000 367 TL -Z 80MPH 1876.6039 3.2928 7.9379 0.7632 -365.1921 -7.5264 (Diag 1 -1880.8309 3.6200 -7.9379 -0.7632 0.0000 0.000C 368 TL +Z 8OMPH -1868.6524 2.0218 8.038,7 -0.2587 0.0000 0.000, (Diag 1 1872.8794 4.8910 -8.0387 0.2587 -369.8290 -65.9995 368 TL -Z 80MPH 1858.8012 3.3984 -7.8939 0.1883 0.0000 0.000: (Diag 1 -1854.5741 3.5144 7.8939 -0.1883 363.1671 -2.6673 369 TL +Z 8OMPH -33.3920 56.3726 45.9307 62.2540 -555.1389 441.3437 (Mount 44.9708 -56.3726 -45.9307 -62.2540 -547.1987 911.6005 369 TL -Z 8OMPH -34.0343 51.9167 42.3027 -10.3611 -327.1701 467.0292 (Mount 45.6130 -51.9167 -42.3027 10.3611 -688.0947 778.9717 370 TL +Z 8OMPH 7.6646 -10.2660 13.0474 6.2805 -271.8912 -327.5284 (Mount -15.8637 33.4910 -13.0474 -6.2805 -668.7615 -1249.7993 370 TL -Z 8OMPH -1.2040 -1.5892 13.0823 7.5330 -297.0970 -168.6789 !Mount -6.9951 24.8141 -13.0823 -7.5330 -646.0719 -783.094_1 371 TL +Z 8OMPH 2002.7957 4.2028 7.9877 -0.1796 0.0000 0.00 : ,Diag 1 -1998.5687 2.7100 -7.9877 0.1796 -367.4835 34.340 371 TL -Z BOMPH -1858.3627 1.5627 -8.1013 -0.2535 0.0000 0.000:', (Diag 1 1862.5898 5.3501 8.1013 0.2535 372.7096 -87.1205 372 TL +Z BOMPH 1919.3253 2.8036 -7.9951 -0.5709 367.8251 -30.0344 (Diag 1 -1923.5523 4.1092 7.9951 0.5709 0.0000 0.000(: 372 TL -Z 8OMPH -1889.8353 5.5695 8.1321 -0.1509 -374.1266 97.214u- (Diag 1 1885.6083 1.3433 -8.1321 Q.1509 0.0000 0.0000 373 TL +Z 8OMPH -8593.6463 56.9171 63.3774 -13.9663 -1964.5456 2136.222E (Leg 10 8623.9622 -56.9171 -63.3774 13.9663 -1077.5717 595.8007 373 TL -Z BOMPH 10995.6435 41.8989 49.9533 23.5603 -2758.0262 1800.0583 (Leg 10 -10965.3277 -41.8989 -49.9533 -23.5603 360.2686 211.0891 374 TL +Z 80MPH -8604.0657 3.3033 -6.9522 -93.3956 851.6686 186.3102 (Leg 10 8634.3815 -3.3033 6.9522 93.3956 -517.9632 -27.7515 374 TL -Z 8OMPH 10964.7639 6.7933 -1.6468 72.0431 -594.2951 75.219:• (Leg 10 -10934.4481 -6.7933 1.6468 -72.0431 673.3396 250.857-' 375 TL +Z 8OMPH 21003.1778 31.3801 -11.6687 -32.6580 993.9001 1290.2434 (Leg 10 -20972.8602 -31.3801 11.6687 32.6580 -433.8020 216.0014 375 TL -Z 80MPH -18185.6290 29.1743 -6.3318 17.0618 -157.9577 1267.621,' (Leg 10 18215.9466 -29.1743 6.3318 -17.0618 461.8853 132.746- 376 TL +Z 8OMPH -171.2602 3.1948 -15.9822 0.0316 0.0000 0.000C (Diag 1 167.0333 3.7180 15.9822 -0.0318 735.2790 -12.0352 376 TL -Z BOMPH -3.4491 1.6247 16.1052 -0.4297 0.0000 0.0000 (Diag 1 -0.7778 5.2881 -16.1052 0.4297 -740.9401 -84.2686 377 TL +Z 8OMPH -51.3293 3.7173 16.0852 0.1292 -740.0185 12.0013 (Diag 1 55.5563 3.1955 -16.0852 -0.1292 0.0000 0.0000 377 TL -Z 8OMPH 94.6675 5.2859 -15.9507 -0.0027 733.8317 84.1680 (Diag 1 -90.4406 1.6269 15.9507 0.0027 0.0000 0.0000 378 TL +Z 8OMPH 1918.9885 3.5507 -8.0023 -0.1352 368.1543 4.3366' (Diag 1 -1914.7615 3.3621 8.0023 0.1352 0.0000 0.0000 378 TL -Z 80MPH -1874.2072 4.8468' 8.0881 -0.3262 -372.1024 63.967'j (Diag 1 1878.4342 2.0660 -8.0881 0.3262 0.0000 0.000!: 379 TL +Z 8OMPH 1835.1535 3.2337 8.0009 0.2275 0.0000 0.000C (Diag 1 -1839.3805 3.6791 -8.0009 -0.2275 -368.0903 -10.243) 379 TL -Z 8OMPH -1906.4192 1.8363 -8.1385 -0.1908 0.0000 0.000C Diag 1 1902.1922 5.0765 8.1385 0.1908 374.4230 -74.534E 380 TL +Z 8OMPH -1826.4444 1.2754 8.0391 0.0492 0.0000 O.000C (Diag 1 1822.2173 5.6373 -8.0391 -0.0492 -369.8458 -100.337: 380 TL -Z 8OMPH 1793.1544 4.1233 -7.9333 0.1896 0.0000 0.0000 (Diag 1 -1797.3814 2.7895 7.9333 -0.1896 364.9801 30.6800 381 TL +Z 80MPH -1885.1822 5.7665 -8.0259 0.3412 369.2392 106.2781 ;Diag 1 1889.4092 1.1463 8.0259 -0.3412 0.0000 0.0000 381 TL -Z BOMPH 1774.6149 3.0214 7.8961 -0.0937 -363.2667 -20.0121 (Diag 1 -1770.3879 3.8914 -7.8961 0.0937 0.0000 0.0000 382 TL +Z 80MPH -55.9764 •2.0339 -15.9763 -0.3163 0.0000 O.000C (Diag 1 60.2033 4.8789 15.9763 0.3163 735.0098 -65.4454 382 TL -Z 8OMPH 10.8641 3.5385 16.0935 0.0962 0.0000 0.0001, (Diag 1 -6.6372 3.3743 -16.0935 -0.0962 -740.4001 3.7789 383 TL +Z 80MPH -32.5797 4.8782 16.0856 -0.1976 -740.0376 65.4121: iDiag 1 28.3528 2.0346 -16.0856 0.1976 0.0000 0.000C 383 TL -Z 8OMPH 21.8948 3.3728 -15.9683 0.0609 734.6394 -3.8449 (Diag 1 -26.1217 3.5400 15.9683 -0.0609 0.0000 0.0000 384 TL +Z 8OMPH -1671.0113 4.8716 -8.0620 -0.2055 370.9015 65.1085 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower - Bloor]tn Site - Berry Creek, CA Thursday, July 12, 2001 Multiframe4D Version 7.51 Page 21 of (Diag 1 DE140ft RohnSSV BloomerSiteCA AT&T 410-t. 384 1666.7843 2.0412 8.0620 0.2055 0.0000 0.00011? (Diag 1 TL -Z 80MPH 1793.0906 3.9344 8.1263 -0.0607 -373.8608 21.9895 385 -1797.3177 2.9784 -8.1263 0.0607 0.0000 0.0000 (Diag 1 TL +Z 80MPH -1697.7767 2.2016 8.0289 -0.2946 0.0000 0.0000 385 1702.0037 4.7112 -8.0289 0.2946 -369.3763 -57.73022 (Diag 1 TL -Z 80MPH 1749.9356 3.1956 -8.1861 0.2457 0.0000 0.0001 386 -1745.7086 3.7171 8.1861 -0.2457 376.6087 -11.995' (Diag 1 TL +Z 80MPH 1821.1301 3.7289 7.9709 0.0741 0.0000 0.000, 386 -1816.9030 3.1839 -7.9709 -0.0741 -366.7079 12.53"71 (Diag 1 TL -Z 80MPH -1702.3098 1.3163 -7.9041 -0.0650 0.0000 0.000C 387 1706.5369 5.5964 7.9041 0.0650 363.6384 -98.455% (Diag 1 TL +Z 80MPH 1798.8470 3.0242 -8.0010 -0.1602 368.0938 -19.8823 387 -1803.0740 3.8886 8.0010 0.1602 0.0000 0.00ou (Diag 1 TL -Z 80MPH -1752.6525 5.3807 7.8452 0.2757 -360.9260 88.527-� 388 1748.4254 1.5321 -7.8452 -0.2757 0.0000 0.000C (Leg 10 TL +Z 80MPH -6824.7881 -16.3064 -16.3248 -13.7480 1077.1837 -595.5485 388 6855.1048 16.3064 16.3248 13.7480 -293.5916 -187.1569 (Leg 10 TL -Z 80MPH 9031.6217 -1.6557 5.8710 23.1474 -360.7181 -210.8033 389 -9001.3058 1.6557 -5.8710 -23.1474 78.9118 131.3304 TL +Z 80MPH -6814.6484 1.5317 -4.6121 -92.9528 518.0503 27.801: ;Leg 10 389 6844.9651 -1.5317 4.6121 92.9528 -296.6673 45.7204 TL -Z 80MPH 9051.8887 -10.4097 10.3823 71.7822 -673.4126 -250.8976 (Leg 10 390 -9021.5729 10.4097 -10.3823 -71.7822 175.0637 -248.7685 TL +Z 80MPH 17135.2072 -3.2713 -1.5914 -32.4095 433.8266 -215.7765 (Leg 10 390 -17104.8896 3.2713 1.5914 32.4095 -357.4372 58.7519 TL -Z 80MPH -14566.0759 -0.4090 -0.5612 17.0019 -461.8608 -132.5196 (Leg 10 391 14596.3917 0.4090 0.5612 -17.0019 488.7969 112.885: TL +Z 80MPH -51.2254 2.9755 -16.0788 0.1734 0.0000 0.0000 (Diag 1 391 46.9984 3.9373 16.0788 -0.1734 739.7234 -22.1259 TL -Z 80MPH 4.5490 2.2658 15.9646 -0.0923 0.0000 0.0000 (Diag 1 392 -8.7759 4.6469 -15.9646 0.0923 -734.4693 -54.7725 TL +Z 80MPH -74.6211 3.9380 15.9804 0.1325 -735.1969 22.1589 (Diag 1 78.8481 2.9747 -15.9804 -0.1325 0.0000 0.0000 392 TL -Z 80MPH -6.4799 4.6484 -16.0948 -0.1250 740.4589 54.8361: (Diag 1 10.7069 2.2644 16.0948 0.1250 0.0000 0.000 393 TL +Z 80MPH 1736.8946 3.8868 -7.9671 0.0962 366.5333 19.799 (Diag 1 -1732.6676 3.0260 7.9671 -0.0962 0.0000 0.000C 393 TL -Z 80MPH -1720.0108 5.1926 7.9049 0.0056 -363.6716 79.878C (Diag 1 1724.2378 1.7201 -7.9049 -0.0056 0.0000 0.0000 394 TL +Z 80MPH 1715.1144 3.1728 8.0071 0.2530 0.0000 0.0000 (Diag 1 -1719.3414 3.7399 -8.0071 -0.2530 -368.3761 -13.045' 394 TL -Z 80MPH -1769.6847 1.9113 -7.8498 -0.1698 0.0000 0.0000 (Diag 1 1765.4577 5.0015 7.8498 0.1698 361.1393 -71.0835 395 TL +Z 80MPH -1688.0937 1.3383 8.0607 -0.0400 0.0000 0.0000 (Diag 1 1683.8667 5.5745 -8.0607 0.040.0 -370.8416 -97.4447 395 TL -Z 80MPH 1708.2680 3.3822 -8.1253 0.0011 0.0000 0.0000 (Diag 1 -1712.4951 3.5306 8.1253 -0.0011 373.8131 -3.4122 396 TL +Z 80MPH -1714.3570 5.4270 -8.0237 0.1450 369.1372 90.657E (Diag 1 1718.5840 1.4858 8.0237 -0.1450 0.0000 0.000` 396 TL -Z 80MPH 1665.7799 3.3380 8.1796 -0.1472 -376.3094 -5.448,- (Diag 1 -1661.5529 3.5748 -8.1796 0.1472 0.0000 0.0006 397 TL +Z 80MPH -42.4629 2.2225 -15.8395 -0.0765 0.0000 0.0000 (Diag 1 46.6893 4.6903 15.8395 0.0765 728.7142 -56.7671 397 TL -Z 80MPH 109.5465 2.9923 15.7696 0.1109 0.0000 0.0000 (Diag 1 -105.3196 3.9205 -15.7696 -0.1109 -725.4970 -21.3530 398 TL +Z 80MPH -47.5522 4.6924 15.7808 -0.1583 -726.0131 56.8618 (Diag 1 43.3253 2.2204 -15.7808 0.1583 0.0000 0.0000 398 TL -Z 80MPH 102.8293 3.9229 -15.8495 0.1500 729.1744 21.4623 (Diag 1 -107.0562 2.9899 15.8495 -0.1500 0.0000 0.000C 399 TL +Z 80MPH -1528.1425 2.3447 -7.9117 0.0239 0.0000 0.000C (Diag 1 1532:3695 4.5681 7.9117 -0.0239 363.9889 -51.144: 399 TL -Z 80MPH 1520.4542 3.2572 7.8746 0.0272 0.0000 0.00. ;Diag 1 -1516.2272 3.6556 -7.8746 -0.0272 -362.2796 -9.165- 100 TL +Z 80MPH -1501.5501 4.6796 7.9443 -0.2735 -365.4868 56.275. (Diag 1 1497.3231 2.2332 -7.9443 0.2735 0.0000 0.000C 400 TL -Z 80MPH 1561.1539 3.7907 -7.8428 0.2164 360.8155 15.381!- (Diag 1 -1565.3810 3.1221 7.8428 -0.2164 0.0000 0.000:: 401 TL +Z 80MPH 1592.8765 3.6679 7.8985 0.0114 0.0000 0.000. ,Diag 1 -1588.6495 3.2448 -7.8985 -0.0114 -363.3797 9.732" 401 TL -Z 80MPH -1602.2114 1.9600 -7.9349 -0.0278 0.0000 0.000C (Diag 1 1606.4385 4.9528 7.9349 0.0278 365.0557 -68.8421 402 TL +Z 80MPH 1619.4980 3.3543 -7.8652 -0.1816 361.8479 -4.696. (Diag 1 -1623.7250 3.5585 7.8652 0.1816 0.0000 0.000C 402 TL -Z 80MPH -1570.1089 5.0855 7.9669 0.1257 -366.5276 74.9489 tDiag 1 1565.8818 1.8273 -7.9669 -0.1257 0.0000 0.000` 403 TL +Z 80MPH -5167.6256 5.3312 -0.5242 -13.5799 293.7255 187.061.. Leg 12 5197.9424 -5.3312 0.5242 13.5799 -268.5661 68.829: 403 TL -Z 80MPH 7245.1405 -5.6894 -9.8571 23.0302 -78.8819 -131.354E Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower.- Bloois Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 22 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-: (Leg 12 -7214.8238 5.6894 9.8571 -23.0302 552.0252 -141."73E- 404 TL +Z 80MPH -5196.7081 -1.5934 1.1494 -92.5264 296.6981 -45.705'- 45.705;(Leg (Leg 12 5227.0248 1.5934 -1.1494 92.5264 -351.8679 -30.760- 404 TL -Z 80MPH 7211.5579 8.8251 -5.2757 71.4373 -175.1049 248.7345 (Leg 12 -7181.2412 -8.8251 5.2757 -71.4373 428.3408 174.8721 405 TL +Z 80MPH 13641.1493 -2.9905 -0.7300 -32.2659 357.4338 -58.8002 (Leg 12 -13610.8335 2.9905 0.7300 32.2659 -322.3932 -84.7419 405 TL -Z 80MPH -11194.9253 -4.6798 6.4498 16.8746 -488.7946 -112.9211 (Leg 12 11225.2411 -dam 4.6798 -6.4498 -16.8746 179.2029 -111.7080 406 TL +Z 80MPH -65.9633 2.9292 -15.7788 0.0865 0.0000 0.000C (Diag 1 61.7364 3.9836 15.7788 -0.0865 725.9203 -24.255: 406 TL -Z 80MPH 84.1855 2.0171 15.8487 -0.1286 0.0000 0.000" (Diag 1 -88.4125 4.8957 -15.8487 0.1286 -729.1377 -66.218: 407 TL +Z BOMPH -60.8760 3.9816 15.8433 0.1178 -728.8898 24.1608 (Diag 1 65.1029 2.9312 -15.8433 -0.1178 0.0000 0.0000 407 TL -Z BOMPH 90.8999 4.8934 -15.7746 -0.0488 725.7283 66.1089 (Diag 1 -86.6730 2.0194 15.7746 0.0488 0.0000 0.0000 408 TL +Z BOMPH 1511.3212 3.8396 -7.8992 -0.0013 363.4093 17.6283 (Diag 1 -1507.0942 3.0732 7.8992 0.0013 0.0000 0.0000 408 TL -Z BOMPH -1617.8899 4.7046 7.9361 -0.0512 -365.1089 57.426, (Diag 1 1622.1169 2.2082 -7.9361 0.0512 0.0000 0.0000 409 TL +Z 80MPH 1537.6085 2.9811 7.8715 0.1804 0.0000 0.000C (Diag 1 -1541.8355 3.9317 -7.8715 -0.1804 -362.1374 -21.8652 409 TL -Z 80MPH -1586.1900 2.0980 -7.9719 -0.1570 0.0000 0.0001, (Diag 1 1581.9629 4.8148 7.9719 0.1570 366.7570 -62.44; ,10 TL +Z 80MPH -1543.8825 5.1628 7.9118 -0.0083 -363.9911 78.5-` ;Diag 1 1548.1095 1.7500 -7.9118 0.0083 0.0000 0.0- 410 TL -Z 80MPH 1438.9923 3.4075 -7.8756 0.0639 362.3247 -2.245 (Diag 1 -1434.7653 3.5053 7.8756 -0.0639 0.0000 0.0000 411 TL +Z 80MPH -1517.6219 1.6558 -7.9402 0.1492 0.0000 0.000; (Diag 1 1513.3949 5.2570 7.9402 -0.1492 365.2964 -82.836 411 TL -Z 80MPH 1479.2925 3.3928 7.8396 -0.1166 0.0000 0.0000 (Diag 1 -1483.5195 3.5200 -7.8396 0.1166 -360.6684 -2.927; 412 TL +Z 80MPH -28.5700 2.2768 -15.7917 -0.0773 0.0000 0.0000 (Diag 1 32.7969 4.6360 15.7917 0.0773 726.5126 -54.268, 412 TL -Z 80MPH 29.1827 3.1247 15.8285 0.1255 0.0000 0.0000 (Diag 1 -24.9558 3.7881 -15.8285 -0.1255 -728.2051 -15.2620 413 TL +Z 80MPH -31.3184 4.6361 15.8292 -0.1298 -728.2405 54.271" iDiag 1 27.0915 2.2767 -15.8292 0.1298 0.0000 0.000. 413 TL -Z BOMPH 21.2180 3.7881 -15.7942 0.0630 726.6301 15.25. (Diag 1 -25.4449 3.1247 15.7942 -0.0630 0.0000 0.00L._ 414 TL +Z BOMPH -1368.4549 2.3255 -7.9362 -0.0050 0.0000 0.000 (Diag 1 1372.6817 4.5873 7.9362 0.0050 365.1130 -52.025( 414 TL -Z 80MPH 1454.8813 2.8936 7.9593 0.0449 0.0000 O.000C (Diag 1 -1450.6545 4.0192 -7.9593 -0.0449 -366.1768 -25.893- 415 TL +Z 80MPH -1396.5551 4.5280 7.9243 -0.1962 -364.5672 49.302" (Diag 1 1392.3283 2.3848 -7.9243 0.1962 0.0000 0.0000 415 TL -Z 80MPH 1426.9099 3.9508 -7.9799 0.1493 367.1245 22.7465 (Diag 1 -1431.1367 2.9620 7.9799 -0.1493 0.0000 0.0000 416 TL +Z 80MPH 1482.8582 3.5912 7.8743 0.0057 -362.2674 6.2034 (Diag 1 -1487.0850 3.3215 -7.8743 -0.0057 0.0000 0.000i 416 TL -Z 80MPH -1402.2569 4.9931 -7.8527 -0.0602 361.2717 70.696 (Diag 1 1398.0301 1.9197 7.8527 0.0602 0.0000 O.OGi. 417 TL +Z 80MPH 1470.7651 3.3809 -7.8864 -0.1506 0.0000 0.000: (Diag 1 -1466.5383 3.5319 7.8864 0.1506 362.8213 -3.473 417 TL -Z 80MPH -1422.4765 1.9880 7.8306 0.1008 0.0000 0.000E (Diag 1 1426.7033 4.9247 -7.8306 -0.1008 -360.2559 -67.5530 418 TL +Z 80MPH -3726.4120 -1.9316 -0.5631 -13.4925 268.5713 -68.8244 (Leg 12 3756.7288 1.9316 0.5631 13.4925 -241.5443 -23.8925 418 TL -Z BOMPH 5629.6033 5.1708 11.1449 22.8475 -552.0305 141.7412 (Leg 12 -5599.2866 -5.1708 -11.1449 -22.8475 17.0767 106.4587 419 TL +Z 80MPH -3727.4180 0.9137 -3.6454 -92.2008 351.8848 30.791E (Leg 12 3757.7347 -0.9137 3.6454 92.2008 -176.9072 13.064E 419 TL -Z 80MPH 5630.4310 -6.0708 6.8862 71.2192 -428.3496 -174.8665 (Leg 12 -5600.1143 6.0708 -6.8862 -71.2192 97.8135 -116.5335 420 TL +Z 80MPH 10459.8938 2.9781 -2.8746 -32.1168 322.3938 84.739. (Leg 12 -10429.5780 -2.9781 2.8746 32.1168 -184.4131 58.208. 420 TL -Z 80MPH -8242.9170 3.7886 -2.0242 16.8260 -179.2111 111.6991 (Leg 12 8273.2329 -3.7886 2.0242 -16.8260 276.3742 70.153% 421 TL +Z 80MPH -49.8744 2.7869 -15.8272 0.0533 0.0000 0.0M (Diag 1 45.6475 4.1259 15.8272 -0.0533 728.1496 -30.7994 421 TL -Z 80MPH 3.3139 2.3379 15.7906 -0.0578 0.0000 0.000C (Diag 1 -7.5408 4.5749 -15.7906 0.0578 -726.4645 -51.458E 422 TL +Z BOMPH -47.1261 4.1258 15.7943 0.0840 -726.6323 30.7967 (Diag 1 51.3531 2.7870 -15.7943 -0.0840 0.0000 0.0000 422 TL -Z 80MPH 11.2787 4.5750 -15.8291 -0.0740 728.2353 51.460: (Diag 1 -7.0518 2.3378 15.8291 0.0740 0.0000 0.000L' 423 TL +Z 80MPH 1401.1303 2.8634 -7.8744 0.0068 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T ohn SSV Communications Tower - Bloome•n Site - Berry Creek, CA Thursday, July 12, 2001 Multiframe4D Version 7.51 Page 23 of 34 (Diag 1 DE140ft RohnSSV BloomerSiteCA AT&T 410-0-- 923 -1405.3573 4.0494 7.8744 -0.0068 362.2720 -27.2828 TL -Z 80MPH -1418.8946 2.1077 7.8515 -0.0085 0.0000 0.0000 (Diag 1 924 1414.6676 4.8051 -7.8515 0.0085 -361.2151 -62.0493 TL +Z 80MPH 1389.2153 4.0000 7.8902 0.1445 -362.9958 25.0093 (Diag 1 -1384.9883 2.9128 -7.8902 -0.1445 0.0000 0.0000 424 TL -Z 8OMPH -1438.9101 4.7488 -7.8335 -0.1074 360.3883 59.4599 (Diag 1 1443.1371 2.1640 7.8335 0.1074 0.0000 0.0000 425 TL +Z 8OMPH -1384.7722 5.0455 7.9362 -0.0101 -365.1153 73.1079 (Diag 1 1388.9992 1.8673 -7.9362 0.0101 0.0000 0.0000 425 TL -Z 80MPH 1372.8606 3.8313 -7.9577 0.0196 366.1041 17.2459 (Diag 1 -1368.6336 3.0815 7.9577 -0.0196 0.0000 0.0000 426 TL +Z 80MPH -1408.4677 4.9961 -7.9203 0.0951 364.3831 70.8378 (Diag 1 1412.6947 1.9167 7.9203 -0.0951 0.0000 0.0000 426 TL -Z BOMPH 1349.3201 3.7749 7.9772 -0.0649 -366.9986 14.6539 (Diag 1 -1345.0931 3.1379 -7.9772 0.0649 0.0000 0.0000 427 TL +Z 8OMPH -35.3184 2.4068 -15.8165 -0.0343 0.0000 0.0000 (Diag 1 39.5453 4.5060 15.8165 0.0343 727.6552 -48.2890 427 TL -Z BOMPH 60.8242 2.8815 15.7999 0.0168 0.0000 0.0000 (Diag 1 -56.5973 4.0313 -15.7999 -0.0168 -726.8920 -26.4470 428 TL +Z BOMPH -36.1070 4.5072 15.8043 -0.1136 -727.0943 48.3434 (Diag 1 31.8801 2.4056 -15.8043 0.1136 0.0000 0.0000 428 TL -Z 80MPH 56.0968 4.0325 -15.8201 0.1014 727.8205 26.5035 (Diag 1 -60.3237 2.8803 15.8201 -0.1014 0.0000 0.0000 429 TL +Z 80MPH -1258.9344 2.4929 -7.9232 0.0246 0.0000 0.0000 (Diag 1 1263.1614 4.4199 7.9232 -0.0246 364.5154 -44.3259 ;29 TL -Z 80MPH 1301.7775 2.9406 7.9030 -0.0274 0.0000 0.0000 (Diag 1 -1297.5505 3.9722 -7.9030 0.0274 -363.5852 -23.7315 430 TL +Z 80MPH -1249.9478 2.4633 7.9335 -0.1742 0.0000 0.0000 (Diag 1 1254.1748 4.4495 -7.9335 0.1742 -364.9898 -45.6877 430 TL -Z 8OMPH 1316.6167 2.9077 -7.8969 0.1441 0.0000 0.000, (Diag 1 -1312.3897 4.0051 7.8969 -0.1441 363.3046 -25.2453 431 TL +Z 80MPH 1339.0913 3.7246 7.8876 0.0147 -362.8778 12.3371 (Diag 1 -1343.3183 3.1882 -7.8876 -0.0147 0.0000 0.0000 131 TL -Z 80MPH -1308.8434 4.6473 -7.9070 -0.0177 363.7725 54.7906 (Diag 1 1304.6164 2.2655 7.9070 0.0177 0.0000 0.0000 432 TL +Z 8OMPH 1355.4843 3.1598 -7.8764 -0.0876 0.0000 0.0000 (Diag 1 -1351.2573 3.7530 7.8764 0.0876 362.3632 -13.6442 432 TL -Z 80MPH -1295.3485 2.2338 7.9130 0.0822 0.0000 0.0000 (Diag 1 1299.5755 4.6790 -7.9130 -0.0822 -364.0478 -56.2478 433 TL +Z 8OMPH -2385.6468 0.0196 -3.0066 -13.4562 241.5739 23.8696 (Leg 12 2415.9635 -0.0196 3.0066 13.4562 -97.2556 -22.9308 433 TL -Z BOMPH 4141.2325 -4.2136 -4.6573 22.8185 -17.1270 -106.4321 (Leg 12 -4110.9158 4.2136 4.6573 -22.8185 240.6758 -95.8202 434 TL +Z BOMPH -2402.3426 0.2993 -0.8699 -91.9314 176.9451 -13.0429 (Leg 12 2432.6593 -0.2993 0.8699 91.9314 -135.1901 27.4080 434 TL -Z 80MPH 4123.8642 4.5180 -2.0554 70.9964 -97.8525 116.5064 (Leg 12 -4093.5475 -4.5180 2.0554 -70.9964 196.5118 100.3584 435 TL +Z 80MPH 7551.4889 -1.8964 -1.0013 -32.0344 184.4143 -58.1995 (Leg 12 -7521.1730 1.8964 1.0013 32.0344 -136.3512 -32.8265 435 TL -Z 80MPH -5510.3838 -2.2548 3.6856 16.7686 -276.3676 -70.1391 (Leg 12 5540.7006 2.2548 -3.6856 -16.7686 99.4566 -38.0910 436 TL +Z 8OMPH -54.5525 2.7242 -15.8032 0.0127 0.0000 0.0000 (Diag 1 50.3256 4.1886 15.8032 -0.0127 727.0434 -33.6846 436 TL -Z 80MPH 37.7700 2.3220 15.8201 -0.0241 0.0000 0.0000 (Diag 1 -41.9969 4.5908 -15.8201 0.0241 -727.8209 -52.1887 437 TL +Z BOMPH -53.7653 4.1874 15.8184 0.0686 -727.7445 33.6302 (Diag 1 57.9922 2.7254 -15.8184 -0.0686 0.0000 0.0000 437 TL -Z 80MPH 42.4959 4.5896 -15.8023 -0.0400 727.0039 52.1321 (Diag 1 -38.2690 2.3232 15.8023 0.0400 0.0000 0.0000 438 TL +Z 80MPH 1257.7687 2.8325 -7.8879 -0.0292 0.0000 0.0000 (Diag 1 -1261.9957 4.0803 7.8879 0.0292 362.8927 -28.7017 438 TL -Z 80MPH -1325.1871 2.3505 7.9082 0.0069 0.0000 0.0000 (Diag 1 1320.9601 4:5622 -7.9082 -0.0069 -363.8243 -50.8757 439 TL +Z 80MPH 1274.0767 4.1022 7.8799 0.1042 -362.5235 29.7127 (Diag 1 -1269.8497 2.8106 -7.8799 -0.1042 0.0000 0.0000 439 TL -Z 80MPH -1311.7868 4.5867 -7.9161 -0.0784 364.1899 52.0004 (Diag 1 1316.0138 2.3261 7.9161 0.0784 0.0000 0.0000 440 TL +Z 8OMPH -1275.2095 4.7756 7.9225 -0.0087 -364.4831 60.6905 (Diag 1 1279.4365 2.1372 -7.9225 0.0087 0.0000 0.0000 440 TL -Z BOMPH 1220.4111 3.8871 -7.9030 0.0298 363.5869 19.816c (Diag 1 -1216.1841 3.0257 7.9030 -0.0298 0.0000 0.000' 441 TL +Z 80MPH -1270.5337 2.1141 -7.9314 0.0559 0.0000 0.000C (Diag 1 1266.3067 4.7987 7.9314 -0.0559 364.8920 -61.7554 441 TL -Z 80MPH 1230.9304 3.0000 7.8952 -0.0555 0.0000 0.0000 (Diag 1 -1235.1574 3.9128 -7.8952 0.0555 -363.2263 -20.9978 442 TL +Z 8OMPH -25.9342 2.4781 -15.8055 0.0109 0.0000 0.0000 (Diag 1 30.1611 4.4347 15.8055 -0.0109 727.1511 -45.0071 442 TL -Z 8OMPH 65.5964 2.8770 15.8136 0.0234 0.0000 0.0000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load Plus DL , 80 MPH basic, no ice) Review Existing 140 foot�1 Rohn SSV Communications Tower- Blo� Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 24 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Diag 1 -61.3694 4.0358 -15.8136 -0.0234 -727.5236 -26.6564 443 TL +Z 80MPH -28.5042 4.4353 15.8152 -0.0861 -727.5943 45.037. (Diag 1 24.2773 2.4775 -15.8152 0.0861 0.0000 0.000'. 443 TL -Z 80MPH 58.6575 4.0364 -15.8080 0.0505 727.2637 26.685 (Diag 1 -62.8844 2.8763 15.8080 -0.0505 0.0000 0.000U 444 TL +Z 80MPH -1121.7826 2.5258 -7.9224 0.0314 0.0000 0.000C (Diag 1 1126.0097 4.3870 7.9224 -0.0314 364.4791 -42.8123 444 TL -Z 80MPH 1173.1773 2.7347 7.9520 -0.0219 0.0000 0.000, (Diag 1 -1168.9503 4.1781 -7.9520 0.0219 -365.8416 -33.20:: 445 TL +Z 80MPH -1133.4235 4.3748 7.9213 -0.1064 -364.4301 42.2534 (Diag 1 1129.1965 2.5380 -7.9213 0.1064 0.0000 0.00&- 445 TL -Z 80MPH 1165.3024 4.1647 -7.9573 0.0956 366.0823 32.5845 (Diag 1 -1169.5294 2.7481 7.9573 -0.0956 0.0000 0.0000 446 TL +Z 80MPH 1218.5665 3.9628 7.8877 0.0059 -362.8827 23.298E (Diag 1 -1222.7936 2.9500 -7.8877 -0.0059 0.0000 0.000C 446 TL -Z 80MPH -1171.1723 4.5832 -7.8597 -0.0203 361.5951 51.8384 (Diag 1 1166.9453 2.3296 7.8597 0.0203 0.0000 0.000C 447 TL +Z 80MPH 1221.0210 2.9628 -7.8886 -0.0633 0.0000 O.000C (Diag 1 -1216.7940 3.9500 7.8886 0.0633 362.9235 -22.7100 447 TL -Z 80MPH -1173.2821 2.3437 7.8535 0.0360 0.0000 0.000( (Diag 1 1177.5091 4.5691 -7.8535 -0.0360 -361.3110 -51.192,. 448 TL +Z BOMPH -1198.5619 3.2611 -0.8618 -13.4868 97.2767 22.929:` (Leg 12 1228.8787 -3.2611 0.8618 13.4868 -55.9085 133.6057 448 TL -Z 80MPH 2784.3036 5.0047 5.0221 22.8087 -240.6827 95.8312 (Leg 12 -2753.9869 -5.0047 -5.0221 -22.8087 -0.3784 144.396c 749 TL +Z BOMPH -1207.7387 -3.3963 -2.1376 -91.7408 135.2060 -27.406, (Leg 12 1238.0554 - 3.3963 2.1376 91.7408 -32.6017 -135.6180 449 TL -Z 80MPH 2775.3079 -5.1490 3.5754 70.8585 -196.5281 -100.3710 (Leg 12 -2744.9912 5.1490 -3.5754 -70.8585 24.9065 -146.7805 450 TL +Z 80MPH 4907.3930 1.1274 -1.1273 -31.9798 136.3493 32.815 (Leg 12 -4877.0763 -1.1274 1.1273 31.9798 -82.2366 21.294, 450 TL -Z BOMPH -3052.4151 1.3100 4.2716 16.7470 -99.4690 38.083c (Leg 12 3082.7318 -1.3100 -4.2716 -16.7470 -105.5700 24.795` 451 TL +Z 80MPH -46.9846 2.6317 -15.8151 -0.0276 0.0000 0.0000 (Diag 1 42.7577 4.2811 15.8151 0.0276 727.5906 -37.9356" 451 TL -Z 80MPH 40.6327 2.5115 15.8070 0.0182 0.0000 0.000 iDiag 1 -44.8597 4.4013 -15.8070 -0.0182 -727.2184 -43.472 452 TL +Z BOMPH -44.4154 4.2804 15.8066 0.0408 -727.2014 37.9095 (Diag 1 48.6423 2.6324 -15.8066 -0.0408 0.0000 0.000' 452 TL -Z 80MPH 47.5709 4.4007 -15.8138 -0.0315 727.5317 43.442, (Diag 1 -43.3439 2.5121 15.8138 0.0315 0.0000 0.0000 453 TL +Z 80MPH 1137.2493 2.7015 -7.8886 -0.0131 0.0000 0.0000 (Diag 1 -1141.4764 4.2113 7.8886 0.0131 362.9255 -34.7290 453 TL -Z 80MPH -1188.0369 2.3390 7.8590 0.0441 0.0000 0.000v (Diag 1 1183.8098 4.5738 -7.8590 -0.0441 -361.5627 -51.4092 454 TL +Z 80MPH 1139.7415 4.2001 7.8907 0.0292 -363.0221 34.2155 (Diag 1 -1135.5144 2.7127 -7.8907 -0.0292 0.0000 0.0000 454 TL -Z 80MPH -1190.1050 4.5616 -7.8545 -0.0545 361.3539 50.847: (Diag 1 1194.3321 2.3512 7.8545 0.0545 0.0000 0.000C 455 TL +Z 80MPH -1138.3841 4.6354 7.9225 -0.0154 -364.4817 54.242D (Diag 1 1142.6112 2.2774 -7.9225 0.0154 0.0000 0.000C 455 TL -Z 80MPH 1091.6205 4.1687 -7.9505 -0.0214 365.7695 32.7723 (Diag 1 -1087.3934 2.7440 7.9505 0.0214 0.0000 0.000C 456 TL +Z 80MPH -1149.9865 2.2879 -7.9205 0.0235 0.0000 0.000(; (Diag 1 1145.7595 4.6249 7.9205 -0.0235 364.3928 -53.758: 456 TL -Z BOMPH 1083.7877 2.7556 7.9559 0.0162 0.0000 0.000k (Diag 1 -1088.0147 4.1572 -7.9559 -0.0162 -366.0213 -32.247. 757 TL +Z 80MPH -78.4488 2.5298 -15.8074 0.0236 0.0000 0.00C (Diag 1 82.6757 4.3830 15.8074 -0.0236 727.2375 -42.6.17 457 TL -Z 80MPH 106.0555 2.7124 15.8084 -0.0720 0.0000 0.000, (Diag 1 -101.8286 4.2004 -15.8084 0.0720 -727.2840 -34.22,. 458 TL +Z 80MPH -81.1414 4.3831 15.8074 -0.0400 -727.2370 42.633 (Diag 1 76.9145 2.5297 -15.8074 0.0400 0.0000 0.000. 458 TL -Z 80MPH 100.6346 4.2004 -15.8109 0.0831 727.3988 34.230: (Diag 1 -104.8615 2.7123 15.8109 -0.0831 0.0000 0.000.• 459 TL +Z 80MPH -1012.0460 4.2313 -7.9537 0.0745 365.9183 35.652u (Diag 1 1007.8190 2.6815 7.9537 -0.0745 0.0000 0.000C 459 TL -Z 80MPH 972.0491 4.2329 7.9300 -0.0442 -364.8281 35.724, (Diag 1 -976.2761 2.6799 -7.9300 0.0442 0.0000 0.0004 460 TL +Z 80MPH -1007.5627 2.6762 7.9574 -0.0916 0.0000 0.000 (Diag 1 1011.7897 4.2366 -7.9574 0.0916 -366.0879 -35.895- 460 TL -Z 80MPH 979.2351 2.6741 -7.9282 0.0545 0.0000 0.000: (Diag 1 -975.0080 4.2387 7.9282 -0.0545 364.7480 -35.9903 461 TL +Z BOMPH 1099.7179 2.7682 7.8571 0.0005 0.0000 0.000C (Diag 1 -1095.4909 4.1446 -7.8571 -0.0005 -361.4747 -31.661--- 31.661=461 461 TL -Z 80MPH -1075.1150 2.6019 -7.8754 -0.0288 0.0000 0.0000 (Diag 1 1079.3420 4.3109 7.8754 0.0288 362.3168 -39.314-- 462 TL +Z 80MPH 1102.9405 4.1498 -7.8532 -0.0080 361.2974 31.8994 Multiframe 4D - Analysis Summary - (+Z and -Z wind load.plus DL 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV communications Tower - BloomOtn Site - Berry Creek, CA Thursday, July 12, 2001 Multiframe4D Version 7.51 Page 25 of ti (Diag 1 DE140ft RohnSSV BloomerSiteCA AT&T 41C -O_ 462 -1107.1675 2.7630 7.8532 0.0080 0.0000 O.COOO TL -Z 80MPH -1073.8190 4.3166 7.8771 0.0364 -362.3941 39.575= (Diag 1 1069.5919 2.5962 -7.8771 -0.0364 0.0000 0.NOC 463 TL +Z 80MPH 70.6369 17.4907 -3.8106 0.0474 377.9705 171.5538 (Mount 463 -31.4411 14.5600 3.8106 -0.0474 -141.6942 -81.0969 TL -Z 80MPH 555.6175 7.4009 0.3088 -0.5613 -133.1144 -5.304i (Mount -516.4218 24.6497 -0.3088 0.5613 113.9681 -529.4488 464 TL +Z 80MPH 64.2980 17.7240 4.8733 -0.1624 -439.3101 179.5325 (Mount 464 -25.1023 14.3266 -4.8733 0.1624 137.1445 -74.2064 TL -Z 80MPH 548.3583 7.6855 -1.4945 0.6587 196.7883 3.3389 (Mount -509.1626 24.3652 1.4945 -0.6587 -104.1240 -520.446 465 TL +Z 80MPH -221.6917 -45.2588 25.2694 36.6035 -330.0511 -657.8575 (Leg 12 465 252.0084 45.2588 -25.2694 -36.6035 -882.8816 -1514.5571 TL -Z BOMPH 631.6465 1.7593 -4.8150 -32.6404 139.0831 91.721: (Leg 12 -601.3298 -1.7593 4.8150 32.6404 92.0365 -7.275` 466 TL +Z 80MPH -222.8933 45.3419 25.6202 -58.3940 -341.3408 658.9245 (Leg 12 253.2100 -45.3419 -25.6202 58.3940 -888.4313 1517.438; 466 TL -Z 80MPH 630.3727 -1.6372 -4.4621 51.2351 127.4971 -89.5181 ;Leg 12 -600.0559 1.6372 4.4621 -51.2351 86.6825 10.9347 467 TL +Z 80MPH 14.8655 13.6568 14.7715 0.2564 -458.3125 97.2591 (Mount -54.0613 18.3939 -14.7715 -0.2564 -457.5859 -244.1210 467 TL -Z 80MPH 621.5469 25.5723 -10.5882 0.2144 435.2333 584.5509 (Mount -660.7426 6.4783 10.5882 -0.2144 221.2806 7.4)66 468 TL +Z 80MPH 46.3592 18.4527 -13.5424 -0.3607 387.4368 241.7084 (Mount -7.1634 13.5979 13.5424 0.3607 452.2509 -91.25�r 468 TL -Z 80MPH 654.1667 6.4975 9.5998 -0.1070 -166.6476 -10.535: (Mount -614.9710 25.5532 -9.5998 0.1070 -428.5824 -580.236 469 TL +Z 80MPH 868.5335 31.4163 14.0574 -0.5327 -331.9620 826.2980 (Mount -907.7292 0.6343 -14.0574 0.5327 -539.6634 128.0145 469 TL -Z 80MPH -220.8523 9.5338 -17.0561 -0.1271 291.6405 -103.4343 (Mount 181.6566 22.5168 17.0561 0.1271 765.9182 -299.0)84 470 TL +Z 80MPH 1117.1773 -0.3230 41.5822 -6.7007 -721.8295 -10.1311 (Leg 12 -1086.8606 0.3230 -41.5822 6.7007 -1274.1151 -5.3244 470 TL -Z 80MPH -584.1884 -0.3967 -88.7590 3.1820 1275.1183 -12.3747 (Leg 12 614.5051 0.3967 88.7590 -3.1820 2985.3169 -6.6581 471 TL +Z 80MPH 905.0999 0.4105 -13.3977 0.4624 499.8280 -139.1273 (Mount -865.9042 31.6401 13.3977 -0.4624 330.8914 -629.0522 471 TL -Z BOMPH -185.9348 22.2936 16.5993 0.1733 -744.5561 286.5394 (Mount 225.1305 9.7570 _16.5993 -0.1733 -284.6789 102.074; 472 TL +Z 80MPH -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0)00 (Mount 15.4383 -0.0000 0.0000 0.0000 0.0000 -0.0)00 472 TL -Z 80MPH -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0)00 (Mount 15.4383 0.0000 0.0000 0.0000 -0.0000 0.0)00 473 TL +Z 80MPH -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0)00 (Mount 15.4383 0.0000 -0.0000 0.0000 0.0000 0.0)00 473 TL -Z 80MPH -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0)00 (Mount 15.4383 0.0000 -0.0000 0.0000 -0.0000 0.0)00 474 TL +Z BOMPH -99.7223 2.5188 -15.8137 0.1487 0.0000 0.0)00 (Diag 1 95.4954 4.3940 15.8137 -0.1487 727.5258 -43.1347 474 TL -Z BOMPH 82.6034 2.6723 15.8127 0.0248 0.0000 0.0)00 (Diag 1 -86.8303 4.2405 -15.8127 -0.0248 -727.4812 -36.0735 475 TL +Z 80MPH -97.0298 4.3939 15.8139 -0.1475 -727.5371 43.13Ui (Diag 1 101.2567 2.5189 -15.8139 0.1475 0.0000 0.0)0: 475 TL -Z 80MPH 88.0242 4.2404 -15.8104 -0.0251 727.3734 36.055? (Diag 1 -83.7973 2.6724 15.8104 0.0251 0.0000 0.0)00 476 TL +Z 80MPH 1018.8862 4.1961 -7.8592 -0.1796 361.5732 34.030"' (Diag 1 -1014.6592 2.7167 7.8592 0.1796 0.0000 0.0)0U 476 TL -Z 80MPH -1091.9032 4.3501 7.8830 0.0027 -362.6654 41.1.74 (Diag 1 1096.1303 2.5627 -7.8830 -0.0027 0.0000 0.0)00 477 TL +Z 80MPH 1022.0951 2.7135 7.8557 0.1804 0.0000 0.0)00 (Diag 1 -1026.3221 4.1993 -7.8557 -0.1804 -361.4111 -34.1765 477 TL -Z 80MPH -1090.6224 2.5592 -7.8848 -0.0035 0.0000 0.0)00 (Diag 1 1086.3954 4.3536 '7.8848 0.0035 362.7510 -41.2780 478 TL +Z 80MPH -1028.5745 2.6300 7.9512 -0.0952 0.0000 0.0)00 (Diag 1 1024.3475 4.2828 -7.9512 0.0952 -365.8029 -38.0.11 478 TL -Z 80MPH 890.9685 2.6407 -7.9328 0.2805 0.0000 0.0)00 (Diag 1 -895.1954 4.2721 7.9328 -0.2805 364.9590 -37.5.2;": 479 TL +Z 80MPH -1024.1048 4.2861 -7.9549 0.0954 365.9720 38.171- (Diag 1 1028.3318 2.6267 7.9549 -0.0954 0.0000 0.0)00 479 TL -Z 80MPH 898.1391 4.2757 7.9310 -0.2814 -364.8751 37.6320 (Diag 1 -893.9122 2.6371 -7.9310 0.2814 0.0000 0.0000 480 TL +Z 80MPH 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.000 (Mount 7.7191 0.0000 0.0000 0.0000 -0.0000 -0.0000 480 TL -Z 80MPH 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 (Mount 7.7191 0.0000 0.0000 0.0000 0.0000 -0.00OG 481 TL +Z 80MPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 (Mount 7.7191 -0.0000 0.0000 0.0000 0.0000 0.O000 481 TL -Z 80MPH 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.O000 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot * Rohn SSV Communications Tower - Blooq0Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 26 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 iMount 7.7191 -0.0000 0.0000 0.0000 -0.0000 -0.000, 482 TL +Z 80MPH 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.000. (Mount 7.7191 0.0000 0.0000. 0.0000 -0.0000 -0.000' 482 TL -Z 80MPH 0.0000 0.0000 0.0000 0.0000 -0.0000 0.000. (Mount 7.7191 -0.0000 -0.0000 0.0000 -0.0000 0.000- 483 TL +Z 8OMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0001 (Mount 7.7191 -0.0000 0.0000 0.0000 -0.0000 -O.00OU 483 TL -Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.000C (Mount 7.7191 0.0000 -0.0000 0.0000 0.0000 -0.000C 484 TL +Z 80MPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000(: (Mount 7.7191 .-0.0000 0.0000 0.0000 0.0000 0.0001 484 TL -Z 80MPH 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 (Mount 7.7191 -0.0000 -0.0000 0.0000 -0.0000 0.0000 485 TL +Z 8OMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 (Mount 7.7191 -0.0000 0.0000 0.0000 0.0000 0.000C 485 TL -Z 8OMPH 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.000 (Mount 7.7191 0.0000 0.0000 0.0000 0.0000 -0.000: 486 TL +Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.000, (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 -0.0000 486 TL -Z 80MPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.000C (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 0.000, 487 TL +Z 8OMPH 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.00N (Mount 7.7191 0.0000 0.0000 0.0000 -0.0000 0.0000 487 TL -Z 8OMPH 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.000: (Mount 7.7191 0.0000 0.0000 0.0000 0.0000 -0.000.: 488 TL +Z 8OMPH 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount 7.7191 -0.0000 -0.0000 0.0000 -0.0000 -0.000" 488 TL -Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.000C (Mount 7.7191 0.0000 -0.0000 0.0000 0.0000 0.0000 489 TL +Z 80MPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.000() (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 0.000U 489 TL -Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 -0.000^ 490 TL +Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.000C- (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 0.0001-1 490 TL -Z 8OMPH 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0001: (Mount 7.7191 0.0000 0.0000 0.0000 0.0000 0.000 491 TL +Z 80MPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000e (Mount 7.7191 -0.0000 0.0000 0.0000 -0.0000 0.0000 491 TL -Z 8OMPH 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 (Mount 7.7191 -0.0000 -0.0000 0.0000 -0.0000 0.0000 492 TL +Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.000: ;Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 -0.00GC 492 TL -Z 80MPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000C. (Mount 7.7191 -0.0000 0.0000 0.0000 0.0000 0.0001, 493 TL +Z BOMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000' (Mount 7.7191 -0.0000 0.0000 0.0000 0.0000 0.000'_ 493 TL -Z 8OMPH 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.000C (Mount 7.7191 0.0000 -0.0000 0.0000 -0.0000 0.000G 494 TL +Z 8OMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000: (Mount 7.7191 -0.0000 0.0000 0.0000 0.0000 -0.000 494 TL -Z BOMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 0.000. (Mount 7.7191 -0.0000 0.0000 0.0000 -0.0000 0.0000 495 TL +Z BOMPH 0.0000 0.0000 0.0000 0.0000 -0.0000 0.000C (Mount 7.7191 -0.0000 -0.0000 0.0000 -0.0000 -0.000f. 495 TL -Z BOMPH 0.0000 0.0000 -0.0000 0.0000 0.0000 O.000': (Mount 7.7191 -0.0000 0.0000 0.0000 -0.0000 -0.0001. 496 TL +Z 8OMPH 16.9865 -7.1249 -0.0198 0.0946 0.5669 -130.484"L (Mount -16.9865 10.7225 0.0198 -0.0946 -0.0496 -103.0191 496 TL -Z 80MPH 5.2747 -7.9727 -0.3063 0.0369 4.3037 -118.5063 (Mount -5.2747 11.5703 0.3063 -0.0369 3.7116 -137.181G 497 TL +Z 8OMPH 66.8093 -16.6847 -1.6420 21.3688 -23.4165 -833.1271 (Mount -66.8093 45.4649 '1.6420 -21.3688 66.3818 20.002" 497 TL -Z 8OMPH -11.9908 -36.8815 -2.7731 -16.9418 74.4155 1.786: (Mount 11.9908 65.6617 2.7731 16.9418 -1.8519 -1343.3934 498 TL +Z 80MPH 90.0683 39.4076 1.7032 -21.6431 -70.9715 -42.845: (Mount -90.0683 -10.6274 -1.7032. 21.6431 26.4045 697.470' 498 TL -Z 80MPH 4.7944 59.7996 2.3419 16.6351 11.6138 1316.7441 (Mount -4.7944 -31.0194 -2.3419 -16.6351 -72.8940 -128.5297 499 TL +Z 80MPH 203.3432 -70.0733 -33.3158 -43.3592 493.0471 -1627.181: (Mount -203.3432 84.4634 33.3158 43.3592 -57.1656 616.254, 499 TL -Z 80MPH -58.9735 -129.6486 28.7546 43.0911 -456.2432 1778.773 (Mount 58.9735 144.0387 -28.7546 -43.0911 80.0365 -3569.144. 500 TL +Z 80MPH 221.3244 77.9390 33.2738 44.1891 46.0987 -639.370 (Mount -221.3244 -63.5489 -33.2738 -44.1891 -481.4308 1564.936- 500 TL .-Z 80MPH -45.1475 137.2807 -29.4377 -41.8307 -68.2271 3524.460, (Mount 45.1475 -122.8906 29.4377 41.8307 453.3699 -1822.507~ 501 TL +Z 8OMPH 30.9703 5.1593 0.0952 -0.0095 -16.0368 6.656: Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T• Rohn SSV Communications Tower - Bloom�tn Site - Berry Creek, CA Thursday, July 12, 2001 Page 27 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount -30.9703 4.8811 -0.0952 0.0095 12.2999 -1.1963 501 TL -Z 8OMPH -33.3866 4.8534 -0.0488 0.0027 15.7898 9.6893 (Mount 33.3866 5.1870 0.0488 -0.0027 -13.8737 -16.2354 502 TL +Z BOMPH 187.5716 -74.4997 -2.6366 60.5321 162.9340 -694.0313 (Mount -187.5716 88.8898 2.6366 -60.5321 -128.4387 -374.8077 502 TL -Z 80MPH -421.6111 235.2855 -0.4920 -53.1689 -168.4046 3044.5423 (Mount 421.6111 -220.8954 0.4920 53.1689 174.8417 -60.3605 503 TL +Z 80MPH 209.9110 86.8465 1.6270 -60.8458 124.0529 329.1371 (Mount -209.9110 -72.4564 -1.6270 60.8458 -145.3393 712.9701 503 TL -Z 80MPH -403.0541 -221.8803 0.9461 52.4216 -160.9007 15.0593 (Mount 403.0541 236.2704 -0.9461 -52.4216 148.5231 -3012.1293 504 TL +Z 80MPH 367.8258 -115.7454 -31.8529 -23.7849 72.1095 -1775.3999 (Mount -367.8258 144.5256 31.8529 23.7849 761.3742 -1629.8122 504 TL -Z 8OMPH -597.9197 162.3462 28.0410 28.0249 -12.4915 2139.3866 (Mount 597.9197 -133.5660 -28.0410 -28.0249 -721.2474 1732.1316 505 TL +Z 8OMPH 385.1460 -113.3772 30.8627 24.0756 -59.1223 -1743.1894 (Mount -385.1460 142.1574 -30.8627 -24.0756 -748.4517 -1600.0556 505 TL -Z 8OMPH -582.6444 163.8752 -27.5622 -27.7727 6.2320 2158.0927 (Mount 582.6444 -135.0950 27.5622 27.7727 714.9797 1753.4352 506 TL +Z 80MPH -949.4577 33.6064 2.7404 8.1085 68.4618 69.5194 (Mount 949.4577 -1.5558 -2.7404 -8.1085 -176.0221 620.5386 506 TL -Z BOMPH 934.9294 54.8604 0.4374 -7.3318 -127.3346 826.4047 (Mount -934.9294 -22.8098 -0.4374 7.3318 110.1672 697.8721 507 TL +Z 80MPH -949.4287 -1.5221 -2.3475 -8.1077 175.1948 -620.5286 ;Mount 949.4287 33.5728 2.3475 8.1077 -83.0562 -68.2079 )07 TL -Z BOMPH 934.8904 -22.7248 -0.7405 7.3437 -110.1673 -697.8640 !Mount -934.8904 54.7755 0.7405 -7.3437 139.2336 -823.0800 508 TL +Z 80MPH -580.1241 -17.6836 49.9367 27.8152 -996.8028 -108.4281 (Mount 580.1241 46.4638 -49.9367 -27.8152 -309.8732 -730.8342 508 TL -Z BOMPH 307.4810 0.9120 -48.7101 -32.2381 1009.1066 -208.8571 ,Mount -307.4810 27.8681 48.7101 32.2381 265.4741 -143.8181 509 TL +Z 8OMPH -568.4146 41.9767 -50.6140 -27.7745 319.5596 664.5099 (Mount 568.4146 -13.1965 50.6140 27.7745 1004.8400 57.3405 509 TL -Z 80MPH 318.9301 23.8304 49.0338 32.2359 -272.4905 85.4039 ;Mount -318.9301 4.9498 -49.0338 -32.2359 -1010.5597 161.6173 510 TL +Z 8OMPH 531.6418 6.1899 -1.4617 2.1789 132.8234 -1020.4480 (Mount -531.6418 25.8608 1.4617 -2.1789 -75.4528 634.4065 510 TL -Z BOMPH -395.1699 81.9562, 0.9052 -2.7263 -120.6836 1888.8998 (Mount 395.1699 -49.9056 -0.9052 2.7263 85.1526 698.8872 11 TL +Z 8OMPH -0.2031 21.6001 -1.8872 2.9541 145.3543 -411.1238 ;Mount 0.2031 33.9133 1.8872 -2.9541 -17.0564 -7.4186 511 TL -Z 80MPH 2.3276 41.0583 2.1777 -2.8394 -151.6273 895.5488 (Mount -2.3276 14.4551 -2.1777 2.8394 3.5807 8.7335 ',12 TL +Z 80MPH -0.4735 21.5971 2.0231 -2.9500 -153.7714 -411.3006 (Mount 0.4735 33.9163 -2.0231 2.9500 16.2343 -7.4473 512 TL -Z 80MPH 2.3272 41.0563 -2.2815 2.8493 158.6884 895.4447 (Mount -2.3272 14.4571 2.2815 -2.8493 -3.5853 8.7030 513 TL +Z 80MPH 527.1636 25.9349 1.8956 -2.1768 73.5152 -633.5640 (Mount -527.1636 6.1158 -1.8956 2.1768 -147.9161 1022.5130 513 TL -Z BOMPH -399.9547 -49.8778 -1.1825 2.7388 -85.8307 -697.9542 (Mount 399.9547 81.9284 1.1825 -2.7388 132.2437 -1888.7415 514 TL +Z 8OMPH -413.7390 -81.7497 19.9446 -73.8651 479.9009 -1276.7085 (Mount 413.7390 96.1398 -19.9446 73.8651 -740.8430 113.0141 514 TL -Z 80MPH 150.8237 -85.2331 -19.4170 65.9509 -546.2407 2043.0498 (Mount -150.8237 99.6232 19.4170 -65.9509 800.2793 -3252.3178 515 TL +Z 80MPH -406.7904 91.0112 -20.6367 74.1381 757.9033 -175.862E - (Mount 406.7904 -76.6211 20.6367 -74.1381 -487.9068 1272.4571 515 TL -Z 80MPH 158.1513 95.0146 19.7197 -66.1465 -812.0150 3199.0385 (Mount -158.1513 -80.6245 -19.7197 66.1465 554.0161 -2050.0666 516 TL +Z BOMPH 5.0879 52.4355 0.0290 -0.0100 -2.7954 1661.5226 (Mount -5.0879 3.0779 -0.0290 0.0100 0.8273 16.2162 516 TL -Z 80MPH 1.1779 9.9788 -0.0390 -0.0082 2.6544 -1193.9204 (Mount -1.1779 45.5346 .0.0390 0.0082 0.0001 -14.675E 517 TL +Z 80MPH -372.5095 -69.2411 29.1354 62.1931 732.6632 267.112. (Mount 372.5095 83.6312 -29.1354 -62.1931 -1113.8508 -1267.1527 517 TL -Z 8OMPH 542.4242 332.7445 -23.3916 -61.7406 -779.0736 3569.0374 (Mount -542.4242 -318.3544 23.3916 61.7406 1085.1133 690.233E 518 TL +Z 80MPH -370.4966 84.5905 -28.8917 -62.4139 1121.3463 1208.4075 (Mount 370.4966 -70.2004 28.8917 62.4139 -743.3459 -195.8179 518 TL -Z 8OMPH 545.7576 -318.1636 23.2016 61.9954 -1088.5797 -742.584E (Mount -545.7576 332.5537 -23.2016 -61.9954 785.0256 -3514.1905 519 TL +Z 8OMPH -15.4567 -24.0357 -15.6102 -0.3756 298.4983 -566.3861 (Mount 15.4567 34.0761 15.6102 0.3756 314.2033 -574.0570 519 TL -Z 80MPH 16.5507 32.6072 15.4394 0.4302 -296.5502 536.4080 (Mount -16.5507 -22.5668 -15.4394 -0.4302 -309.4480 546.3812 520 TL +Z 8OMPH 529.6187 -59.7771 -1.9351 -5.2684 59.2184 -637.3566 (Mount -529.6187 91.8277 1.9351 5.2684 16.7360 -2337.8869 520 TL -Z 8OMPH -392.8884 35.4485 3.2324 5.9768 -81.5673 -696.0379 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot 0 Rohn SSV Communications Tower - Bloo4wtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 28 of Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-<. (Mount 392.8884 -3.3978 -3.2324 -5.9768 -45.3045 1458.39x 521 TL +Z 80MPH 525.2764 91.8988 2.0987 5.2420 -25.9138 2341.514' (Mount -525.2764 -59.8481 -2.0987 -5.2420 -56.4587 636.516: 521 TL -Z 80MPH -397.7770 -3.3720 -3.5101 -5.9946 55.5209 -1456.4c, (Mount 397.7770 35.4227 3.5101 5.9946 82.2500 695.1_-i-,- 522 TL +Z 80MPH -15.1954 -23.8731 15.7442 0.3614 -301.1195 -561.469b (Mount 15.1954 33.9134 -15.7442 -0.3614 -316.8420 -572.5899 522 TL -Z 80MPH 16.0299 32.3280 -15.5286 -0.4270 298.2070 530.90 (Mount -16.0299 -22.2876 15.5286 0.4270 311.2888 540.923- 523 TL +Z 80MPH -215.8349 -123.3850 -5.0831 -40.9407 574.9346 -665.517 (Mount 215.8349 152.1652 5.0831 40.9407 -441.9271 -2939.597' 523 TL -Z 80MPH 267.7867 262.1010 10.3246 32.5911 -649.5122 2743.864% (Mount- -267.7867 -233.3208 -10.3246 -32.5911 379.3513 3737.903 524 TL +Z 80MPH -215.6604 -123.6148 5.3456 40.8920 -582.0613 -691.542L (Mount 215.6604 152.3950 -5.3456 -40.8920 442.1836 -2919.586•: 524 TL -Z 80MPH 269.1995 262.5282 -10.5069 -32.6427 654.0237 2727.3637 (Mount -269.1995 -233.7480 10.5069 32.6427 -379.0929 3765.582 525 TL +Z 80MPH 53.5040 -24.1608 0.0271 0.8060 130.6569 -813.299. (Mount -53.5040 30.8544 -0.0271 -0.8060 -131.3658 93.515- 525 TL -Z 80MPH 50.5905 -29.8955 -0.0334 -1.0476 -130.7356 -848.6901. (Mount -50.5905 36.5891 0.0334 1.0476 131.6088 -21.150; 526 TL +Z 80MPH 53.5040 -30.8544 0.0271 0.8060 131.3658 -93.5155 (Mount -53.5040 37.5480 -0.0271 -0.8060 -132.0747 -801.4175 526 TL -Z 80MPH 50.5905 -36.5891 -0.0334 -1.0476 -131.6088 21.1507 (Mount -50.5905 43.2827 0.0334 1.0476 132.4820 -1066.140. 527 TL +Z 80MPH 325.8177 -241.8138 -7.9843 -55.1483 -356.3054 -3068.6569 (Mount -325.8177 270.5940 7.9843 55.1483 565.2274 -3635.345- 527 TL -Z 80MPH -80.3809 167.5601 2.4245 60.6899 424.7069 2959.705 (Mount 80.3809 -138.7799 -2.4245 -60.6899 -488.1469 - 1048.243`_ 528 TL +Z 80MPH 520.0716 -345.1877 57.9258 108.2624 -1592.4370 1139.069 (Mount -520.0716 359.5778 -57.9258 -108.2624 834.5741 -5749.409- 528 TL -Z 80MPH -134.3740 117.0427 -63.1750 -108.5073 1621.4528 -238.186b (Mount 134.3740 -102.6526 63.1750 108.5073 -794.9127 1675.3600 529 TL +Z 80MPH -48.2558 258.8230 22.6773 -131.7520 -939.0518 5209.8149 tMount 48.2558 -244.4329 -22.6773 131.7520 642.3566 -1917.6821 529 TL -Z 80MPH -7.0466 -51.7857 -24.0659 139.1985 919.6486 -1844.6837 (Mount 7.0466 66.1757 24.0659 -139.1985 -604.7865 1073.019[ 530 TL +Z 80MPH -67.4084 172.4016 79.9209 60.8713 -328.3641 2122.532: (Mount 67.4084 -143.6214 -79.9209 -60.8713 -1762.8990 2012.103-- 530 TL -Z 80MPH 5.7060 -85.2894 -81.9950 -56.6441 396.6854 -1180.394: (Mount -5.7060 114.0696 81.9950 56.6441 1748.8499 -1427.886r 531 TL +Z 80MPH -65.5631 -142.7357 -80.5704 -60.7316 1770.1880 -2003.657c (Mount 65.5631 171.5158 80.5704 60.7316 338.0717 -2107.798° 531 TL -Z 80MPH 6.8876 115.6098 82.4790 56.7564 -1756.5117 1442.414•: (Mount -6.8876 -86.8297 -82.4790 -56.7564 -401.6883 1206.169: 532 TL +Z 80MPH -46.9246 -243.3724 -23.3418 131.6725 -647.7469 1910.049 (Mount 46.9246 257.7625 23.3418 -131.6725 953.1356 -5188.3070 532 TL -Z 80MPH -6.8476 68.0313 24.5409 -139.4162 613.3587 -1085.696t (Mount 6.8476 -53.6412 -24.5409 139.4162 -934.4352 1881.638, 533 TL +Z 80MPH 519.6648 358.6239 -57.7710 -107.9397 -845.3958 5731.3881 (Mount -519.6648 -344.2338 57.7710 107.9397 1601.2332 -1133.5283 533 TL -Z 80MPH -136.3728 -104.5294 62.7867 108.9804 803.4875 -1713.6205 (Mount 136.3728 118.9195 -62.7867 -108.9804 -1624.9471 251.8928 534 TL•+Z 80MPH 325.7623 269.7784 8.1552 55.1035 -570.9048 3626.152_ (Mount -325.7623 -240.9983 -8.1552 -55.1035 357.5098 3056.510 534 TL -Z 80MPH -81.7467 -140.3595 -2.7896 -60.7432 495.5289 -1069.1122 (Mount 81.7467 169.1397 2.7896 60.7432 -422.5350 -2980.1685 535 TL +Z 80MPH 53.5042 37.5495 -0.0267 -0.7923 131.8660 801.4728 (Mount -53.5042 -30.8559 0.0267 0.7923 -131.1672 93.496: 535 TL -Z 80MPH 50.5861 43.2915 0.0339 1.0661 -132.8027 1066.551' ;Mount -50.5861 -36.5980 -0.0339 -1.0661 131.9149 -21.329: 536 TL +Z 80MPH 53.5042 30.8559 -0.0267 -0.7923 131.1672 -93.496: (Mount -53.5042 -24.1623 0.0267 0.7923 -130.4683 813.3199 536 TL -Z 80MPH 50.5861 36.5980 0.0339 1.0661 -131.9149 21.329:: (Mount -50.5861 -29.9044 -0.0339 -1.0661 131.0272 848.744-- 537 TL +Z 80MPH -0.5942 8.5103 -14.7008 -0.5669 113.0500 65.160 (Mount 8.3133 -8.5103 14.7008 0.5669 122.1625 71.004 537 TL -Z 80MPH 0.2536 2.9026 -4.4148 -4.3037 102.6480 59.221t ;Mount 7.4655 -2.9026 4.4148 4.3037 -32.0106 -12.7795 538 TL +Z 80MPH 8.8706 3.0662 -122.8318 -2.9384 1393.2003 -15.999t (Mount -1.1514 -3.0662 122.8318 2.9384 572.1031 65.0588 538 TL -Z 80MPH 48.6116 5.8634 8.0896 -5.2331 22.7155 5.516-, (Mount -40.8924 -5.8634 -8.0896 5.2331 -152.1482 88.298'- 539 TL +Z 80MPH 16.8893 -40.8366 -134.0787 -559.4289 1424.2225 -747.533'4 (Mount -9.1701 40.8366 134.0787 559.4289 721.0317 94.1496 539 TL -Z 80MPH 56.2677 -3.8125 56.4522 458.0951 -407.0666 165.6995 (Mount -48.5486 3.8125 -56.4522 -458.0951 -496.1656 -226.6993 540 TL +Z 80MPH 16.4222 38.2871 -129.4563 552.4022 1351.0852 704.0334 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot To Rohn SSV Communications Tower - Bloom 0n Site - Berry Creek, CA Thursday, July 12, 2001 Page 29 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount -8.7030 -38.2871 129.4563 -552.4022 720.2110 -91.4411 540 TL -Z 8OMPH 55.3719 . 2.5510 59.1408 -464.9838 -467.2360 -202.2487 (Mount -47.6527 -2.5510 -59.1408 464.9838 -479.0137 243.0643 541 TL +Z 80MPH 19.1365 -64.8249 -170.7129 56.3291 1904.2930 -1002.0829 (Mount -11.4173 64.8249 170.7129 -56.3291 827.1063 -35.1131 541 TL -Z 80MPH 50.8301 63.4438 166.9544 -162.3502 -1841.0865 969.1967 (Mount -43.1110 -63.4438 -166.9544 162.3502 -830.1773 45.9022 542 TL +Z 8OMPH 18.8116 62.2987 -166.3758 -64.9306 1837.1480 962.6192 (Mount -11.0924 -62.2987 166.3758 64.9306 824.8584 34.1573 542 TL -Z 80MPH 50.2860 -65.1064 169.7839 154.6687 -1896.0184 -1002.0664 (Mount -42.5668 65.1064 -169.7839 -154.6687 -820.5177 -39.6329 543 TL +Z 8OMPH 32.5819 -239.4943 45.1947 -74.6236 227.4586 -3726.7161 (Mount -24.8628 239.4943 -45.1947 74.6236 -950.5726 -105.1830 543 TL -Z 8OMPH 22.9160 240.0179 -28.5061 79.1606 -534.0411 3841.8717 (Mount -15.1968 -240.0179 28.5061 -79.1606 990.1369 -1.5948 544 TL +Z 8OMPH 32.4533 -35.7107 -237.1955 69.9786 3400.8256 -1439.9050 (Mount -24.7341 35.7107 237.1955 -69.9786 394.2936 868.5343 544 TL -Z 80MPH 22.7472 46.5587 240.0052 -83.3655 -3529.8114 1680.3218 (Mount -15.0281 -46.5587 -240.0052 83.3655 -310.2620 -935.3850 545 TL +Z 8OMPH 27.5668 -57.2188 -159.0896 -170.0277 1789.4233 -915.7136 (Mount -19.8477 57.2188 159.0896 170.0277 756.0045 0.2147 545 TL -Z 80MPH 49.6458 52.9601 150.3157 280.7665 -1693.8776 864.5812 (Mount -41.9267 -52.9601 -150.3157 -280.7665 -711.1679 -17.2211 546 TL +Z 8OMPH 26.9252 54.8511 -154.9593 168.3472 1728.4190 880.2244 (Mount -19.2061 -54.8511 154.9593 -168.3472 750.9230 -2.6050 546 TL -Z 80MPH 49.0750 -55.0027 153.8955 -281.5256 -1750.6391 -897.1293 ;Mount -41.3558 55.0027 -153.8955 281.5256 -711.6824 17.0886 547 TL +Z 8OMPH 32.0347 -48.7033 -152.7934 538.9163 1725.3081 -877.0184 ,Mount -24.3155 48.7033 152.7934 -538.9163 719.3803 97.7681 -47 TL -Z 8OMPH 48.5343 108.1197 254.7011 -435.6011 -3021.1824 1635.3554 ;Mount -40.8151 -108.1197 -254.7011 435.6011 -1054.0255 94.5553 548 TL +Z 80MPH 31.3053 47.7677 -151.2107 -539.2849 1697.0574 860.5098 (Mount -23.5861 -47.7677 151.2107 539.2849 722.3076 -96.2286 548 TL -Z 8OMPH 47.9163 -109.0868 256.3606 434.5560 -3052.3820 -1653.0156 (Mount -40.1971 109.0868 -256.3606 -434.5560 -1049.3771 -92.3682 549 TL +Z 80MPH 44.3815 159.9942 -176.3656 930.3072 2469.3417 2364.8200 (Mount -36.6624 -159.9942 176.3656 -930.3072 352.5004 195.0801 549 TL -Z 8OMPH 14.7589 11.8633 224.2900 -936.5402 -3159.0867 3.6115 (Mount -7.0398 -11.8633 -224.2900 936.5402 -429.5443 186.2008 550 TL +Z 80MPH 66.8746 194.2539 -65.9101 1027.2096 163.4107 2496.2759 (Mount -59.1554 -194.2539 65.9101 -1027.2096 891.1484 611.7788 550 TL -Z 8OMPH 14.0181 -53.9930 65.5995 -1133.3058 -169.1972 -810.0569 (Mount -6.2990 53.9930 -65.5995 1133.3058 -880.3922 -53.8293 551 TL +Z BOMPH 64.3122 -19.1526 -57.2435 -313.9924 192.6233 -204.8501 (Mount -56.5930 19.1526 57.2435 313.9924 723.2710 -101.5911 551 TL -Z BOMPH 11.3945 12.7526 57.9291 208.1011 -195.8426 107.3796 (Mount -3.6754 -12.7526 -57.9291 -208.1011 -731.0205 96.6608 552 TL +Z 8OMPH 59.5447 0.3788 327.4588 -2.0158 -6871.8511 4.9666 (Mount -51.8255 -0.3788 -327.4588 2.0158 1632.5229 1.0941 552 TL -Z 80MPH 79.2226 0.6859 -316.5441 -2.0280 6596.4033 8.8587 (Mount -71.5035 -0.6859 316.5441 2.0280 -1531.7100 2.1145 553 TL +Z 80MPH 64.1374 18.6384 -57.2286 309.6752 192.4041 197.7490 (Mount -56.4183 -18.6384 57.2286 -309.6752 723.2517 100.4645 553 TL -Z 8OMPH 11.0792 -13.7352 57.9381 -211.6704 -196.1726 -120.4725 (Mount -3.3601 13.7352 -57.9381 211.6704 -730.8348 -99.2900 554 TL +Z 8OMPH 66.7362 -193.9025 -65.9264 -1030.3285 163.0428 -2492.6243 (Mount -59.0171 193.9025 65.9264 1030.3285 891.7776 -609.8075 554 TL -Z 8OMPH 13.7209 54.6261 65.5764 1129.4182 -169.7234 817.2193 (Mount -6.0017 -54.6261 -65.5764 -1129.4182 -879.4958 56.7964 555 TL +Z 8OMPH 43.3347 -159.7985 -175.9126 -931.5594 2452.0942 -2362.7756 (Mount -35.6155 159.7985 175.9126 931.5594 362.5012 -193.9937 555 TL -Z 8OMPH 13.5977 -11.3662 225.0566 934.4306 -3182.9593 2.5558 (Mount -5.8785 11:3662 -225.0566 -934.4306 -417.9373 -184.4150 556 TL +Z 80MPH -5.9637 -12.8572 0.0458 -0.0161 -0.5250 -179.6117 (Mount 5.9637 16.4547 -0'.0458 0.0161 -0.6731 -203.8859 556 TL -Z 80MPH 15.9507 -10.2015 0.6134 0.0014 -7.8213 -149.2823 (Mount -15.9507 13.7990 -0.6134 -0.0014 -8.2299 -164.7244 557 TL +Z BOMPH 33.8120 17.8768 19.0149 0.6260 -191.9412 219.6462 (Mount -33.8120 -14.2793 -19.0149 -0.6260 -305.6149 201.0618 557 TL -Z BOMPH -70.3359 3.3870 -17.8082 -0.5425 185.6374 28.1438 (Mount 70.3359 0.2105 17.8082 0.5425 280.3441 13.4163 558 TL +Z BOMPH 31.9352 -12.7149 -19.1947 -0.6047 308.0135 -179.7222 (Mount -31.9352 16.3125 19.1947 0.6047 194.2488 -200.0531 558 TL -Z 8OMPH -61.6014 1.8526 17.3164 0.5625 -273.7292 8.5960 (Mount 61.6014 1.7450 -17.3164 -0.5625 -179.3832 -7.1883 559 TL +Z 80MPH 43.2152 -20.8918 3.1460 0.3361 28.4772 -286.5747 (Mount -43.2152 24.4894 -3.1460 -0.3361 -110.7966 -307.1624 559 TL -Z 80MPH -146.3343 15.8792 -1.9387 -0.2074 -45.1334 184.8885 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 footRohn SSV Communications Tower-0Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 30 of 3; Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-0 (Mount 146.3343 -12.2817 1.9387 0.2074 95.8625 183.549E 560 TL +Z 80MPH 41.5526 -19.4131 -3.0524 -0.3259 -29.3881 -266.9559 (Mount -41.5526 23.0106 3.0524 0.3259 109.2593 -288.0864 560 TL -Z 80MPH -141.9162 17.4093 2.0453 0.2182 43.1511 205.2207 (Mount 141.9162 -13.8117 -2.0453 -0.2182 -96.6701 203.2543, 561 TL +Z 80MPH 16.1292 -26.1843 -18.8603 -0.0074 219.3563 -356.8052 (Mount -16.1292 29.7818 18.8603 0.0074 274.1538 -375.4186 561 TL -Z 8OMPH -107.8407 28.4339 21.2297 0.0743 -239.0306 356.191E (Mount 107.8407 -24.8363 -21.2297 -0.0743 -316.4811 340.7604 562 TL +Z 80MPH 15.1163 -24.8575 18.9528 0.0158 -220.1747 -339.2863 (Mount -15.1163 28.4550 -18.9528 -0.0158 -275.7564 -358.2187 562 TL -Z 8OMPH -105.6922 29.7359 -21.1113 -0.0673 237.8239 373.3836 (Mount 105.6922 -26.1384 21.1113 0.0673 314.5874 357.637"' 563 TL +Z BOMPH -22.0203 -23.8276 20.7014 0.1618 -294.6826 -329.2016 (Mount 22.0203 27.4251 -20.7014 -0.1618 -247.0036 -341.3558 563 TL -Z 8OMPH -79.0603 25.0990 -23.1770 -0.2353 338.7489 315.3821 (Mount 79.0603 -21.5015 23.1770 0.2353 267.7153 294.3069 564 TL +Z 8OMPH -21.7045 -22.5534 -20.7381 -0.1578 295.4208 -312.410E (Mount 21.7045 26.1509 20.7361 0.1578 247.2257 -324.8040 564 TL -Z 8OMPH -77.3779 26.3546 23.1484 0.2380 -337.9178 331.9265 (Mount 77.3779 -22.7571 -23.1484 -0.2380 -267.7983 310.6183 565 TL +Z BOMPH -28.8406 -23.7476 -0.8455 -0.2311 113.2592 -325.7922 (Mount 28.8406 27.3451 0.8455 0.2311 -91.1348 -342.6700 565 TL -Z 80MPH -94.9301 36.4159 -0.4596 0.0961 -98.4223 453.6474 (Mount 94.9301 -32.8184 0.4596 -0.0961 110.4489 452.1683 566 TL +Z 80MPH -26.9402 -22.8205 0.8523 0.2322 -113.6724 -313.4424 (Mount 26.9402 26.4180 -0.8523 -0.2322 91.3702 -330.7619 566 TL -Z 80MPH -92.7479 37.3805 0.4607 -0.0948 98.6833 466.4622 (Mount 92.7479 -33.7830 -0.4607 0.0948 -110.7386 464.593e 567 TL +Z 8OMPH -24.0678 -19.0952 -14.0677 -0.7606 244.0454 -268.672, (Mount 24.0678 22.6927 14.0677 0.7606 124.0601 -278.051-, 567 TL -Z 80MPH -4.7556 47.6949 13.2117 0.7752 -243.9155 605.540: (Mount 4.7556 -44.0974 -13.2117 -0.7752 -101.7912 595.406- 568 TL +Z BOMPH -22.9270 -18.5849 14.0476 0.7622 -244.0240 -261.936: (Mount 22.9270 22.1824 -14.0476 -0.7622 -123.5544 -271.4368 568 TL -Z 8OMPH -3.6403 48.3073 -13.2450 -0.7723 244.3349 613.6130 (Mount 3.6403 -44.7098 13.2450 0.7723 102.2423 603.3602 569 TL +Z 8OMPH 8.7225 53.5040 -0.0271 -130.6569 0.8060 813.2995 (Mount 6.7158 -53.5040 0.0271 130.6569 0.0609 898.8255 569 TL -Z 8OMPH 14.4571 50.5905 0.0334 130.7356 -1.0476 848.690 (Mount 0.9811 -50.5905 -0.0334 -130.7356 -0.0202 770.201b 570 TL +Z 8OMPH -47.5166 -38.2419 -32.0802 -1.3869 409.9422 -522.7408 (Mount 47.5166 41.8394 32.0802 1.3869 429.4901 -524.9885 570 TL -Z 80MPH 27.6104 12.8241 34.2409 1.4547 -448.2539 146.947 (Mount -27.6104 -9.2266 -34.2409 -1.4547 -447.7150 141.5493 571 TL +Z BOMPH -200.3877 -14.0735 -3.3063 -0.4804 -131.2505 -210.3075 (Mount 200.3877 17.6710 3.3063 0.4804 217.7661 -205.0166 571 TL -Z 80MPH 51.2608 8.9404 4.4921 0.6089 115.0479 107.6086 (Mount -51.2608 -5.3429 -4.4921 -0.6089 -232.5899 79.2640 572 TL +Z 8OMPH -157.0700 5.6691 44.5702 0.1720 -522.2095 62.1139 (Mount 157.0700 -2.0715 -44.5702 -0.1720 -644.0446 39.1590 572 TL -Z 8OMPH 23.3797 -0.0114 -42.2229 -0.1012 503.2846 -15.3653 (Mount -23.3797 3.6089 42.2229 0.1012 601.5474 -32.0004 573 TL +Z 80MPH -156.8268 -1.9358 -44.5461 -0.1668 643.6501 -37.374: (Mount 156.8268 5.5333 44.5461 0.1668 521.9729 -60.346`' 573 TL -Z 8OMPH 23.8472 3.8457 42.2657 0.1054 -602.1156 35.1090 (Mount -23.8472 -0.2482 -42.2657 -0.1054 -503.8372 18.453(` 574 TL +Z BOMPH -199.8267 17.7057 3.3465 0.4851 -218.5833 205.515''- (Mount 199.8267 -14.1082 -3.3465 -0.4851 131.0172 210.716E 574 TL -Z 8OMPH 52.4285 -5.2871 -4.4517 -0.6040 232.4024 -78.4509 iMount -52.4285 8.8846 4.4517 0.6040 -115.9161 -106.9620 575 TL +Z BOMPH -47.4434 41.8001 32.0648 1.3913 -429.2489 524.4750 (Mount 47.4434 -38•.2026 -32.0648 -1.3913 -409.7807 522.2272 575 TL -Z 80MPH 28.0113 -9.3317 -34.2794 -1.4489 448.5049 -142.9214 (Mount -28.0113 12.9293 34.2794 1.4489 448.4739 -148.326E 576 TL +Z 80MPH 8.7240 -53.5042 -0.0267 130.4683 0.7923 -813.3199 (Mount 6.7143 53.5042 0.0267 -130.4683 0.0624 -898.8095 576 TL -Z BOMPH 14.4660 -50.5861 0.0339 -131.0272 -1.0661 -848.7443 (Mount 0.9722 50.5861 -0.0339 131.0272 -0.0195 -770.0071 577 TL +Z BOMPH 4.5439 5.4888 -9.5590 -0.0419 33.3779 18.814"' (Mount 3.1753 -5.4888 9.5590 0.0419 119.5652 69.0060 577 TL -Z 80MPH 2.7360 10.3467 -18.5353 3.5176 161.2936 87.4192 (Mount 4.9832 -10.3467 18.5353 -3.5.76 135.2700 78.127E 578 TL +Z BOMPH 11.6909 5.3051 -15.5298 -4.6638 -66.3714 26.1817 (Mount -3.9718 -5.3051 15.5298 .4.6638 314.8472 58.6995 578 TL -Z 8OMPH 25.0304 3.2125 -31.3691 -3.6180 299.5301 -16.9585 (Mount -17.3112 -3.2125 31.3691 3.6180 202.3738 68.3581 579 TL +Z 80MPH 12.1852 -31.7953 0.1212 -395.9649 -282.4867 -347.0090 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot T�Rohn SSV Communications Tower - Bloom n Site - Berry Creek, CA Thursday, July 12, 2001 Page 31 of 34 Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 (Mount -4.4661 31.7953 -0.1212 395.9649 280.5470 -161.7143 579 TL -Z 80MPH 29.2823 20.4433 -20.0743 317.5911 360.2532 304.7815 (Mount -21.5632 -20.4433 20.0743 -317.5911 -39.0647 22.3105 580 TL +Z 80MPH 11.8036 29.1162 4.4214 387.5415 -315.6299 324.7042 (Mount -4.0845 -29.1162 -4.4214 -387.5415 244.8883 141.1531 580 TL -Z 80MPH 28.4985 -24.3813 -13.9468 -328.7517 307.3405 -341.7823 (Mount -20.7794 24.3813 13.9468 328.7517 -84.1914 -48.3172 581 TL +Z 80MPH 13.1123 -32.2240 -7.9810 -52.2306 -251.9218 -296.5732 (Mount -5.3932 32.2240 7.9810 52.2306 379.6181 -219.0090 581 TL -Z 80MPH 26.9588 24.1326 -5.0756 -19.1821 362.6066 223.7245 (Mount -19.2396 -24.1326 5.0756 19.1821 -281.3977 162.3962 582 TL +Z 80MPH 12.9393 30.0234 -4.2060 45.9848 -281.3669 279.2332 (Mount -5.2202 -30.0234 4.2060 -45.9848 348.6633 201.1408 582 TL -Z 8OMPH 26.6427 -26.9402 -0.2865 13.5149 320.9919 -248.4388 (Mount -18.9236 26.9402 0.2865 -13.5149 -316.4076 -182.6028 583 TL +Z 80MPH 18.9085 17.6726 -38.3990 -54.0944 209.7513 516.0742 (Mount -11.1893 -17.6726 38.3990 54.0944 404.6317 -233.3134 583 TL -Z 80MPH 14.9343 -24.7900 39.3096 56.8922 -256.4855 -611.4913 (Mount -7.2152 24.7900 -39.3096 -56.8922 -372.4665 214.8527 584 TL +Z 8OMPH 18.8325 -19.7479 -35.1845 50.3143 186.4015 -533.0693 (Mount -11.1134 19.7479 35.1845 -50.3143 376.5499 217.1042 584 TL -Z 80MPH 14.8118 22.3858 43.0767 -60.0351 -286.7654 590.3384 (Mount -7.0927 -22.3858 -43.0767 60.0351 -402.4600 -232.1661 585 TL +Z 80MPH 16.1701 -35.1485 -13.6787 -36.2833 -178.0409 -333.4484 (Mount -8.4510 35.1485 13.6787 36.2833 396.8997 -228.9262 585 TL -Z 8OMPH 27.0122 41.2212 25.1402 111.4735 63.2547 390.9114 (Mount -19.2931 -41.2212 -25.1402 -111.4735 -465.4974 268.6260 586 TL +Z 80MPH 15.8757 33.5355 -10.9425 34.7940 -197.9904 321.3944 (Mount -8.1566 -33.5355 10.9425 -34.7940 373.0697 215.1718 586 TL -Z 8OMPH 26.7324 -43.0395 28.2723 -112.4106 38.5446 -405.3408 (Mount -19.0133 43.0395 -28.2723 112.4106 -490.9001 -283.2901 587 TL +Z 80MPH 16.0656 -39.6389 -13.2601 386.0057 -189.6770 -402.9809 (Mount -8.3465 39.6389 13.2601 -386.0057 401.8373 -231.2397 587 TL -Z 80MPH 25.9386 51.1927 33.1656 -302.1345 137.6834 433.7107 (Mount -18.2195 -51.1927 -33.1656 302.1345 -668.3312 385.3708 588 TL +Z 8OMPH 15.7530 38.3468 -11.0060 -386.6311 -208.7510 392.1187 (Mount -8.0339 -38.3468 11.0060 386.6311 384.8463 221.4286 588 TL -Z 8OMPH 25.6728 -52.6635 35.7662 300.9597 115.2840 -446.1485 (Mount -17.9537 52.6635 -35.7662 -300.9597 -687.5419 -396.4650 589 TL +Z 80MPH 52.2115 88.2606 -7.8170 396.3049 -113.4682 187.9764 (Mount -44.4924 -88.2606 7.8170 -396.3049 238.5404 1224.1896 589 TL -Z 8OMPH 38.3130 48.5377 29.0470 -386.4951 -84.2524 -34.7730 (Mount -30.5939 -48.5377 -29.0470 386.4951 -380.4992 811.3735 590 TL +Z 80MPH 31.3896 41.3828 55.5938 728.9700 -890.2420 123.5117 (Mount -23.6704 -41.3828 -55.5938 -728.9700 0.7435 538.6057 590 TL -Z 80MPH 6.5852 -30.3426 -54.9295 -800.6388 879.5465 -195.3286 (Mount 1.1339 30.3426 54.9295 800.6388 -0.6767 -290.1521 591 TL +Z 80MPH 33.2529 24.1651 45.1577 -9.5489 -722.6186 244.4938 (Mount -25.5338 -24.1651 -45.1577 9.5489 0.0970 142.1467 591 TL -Z 80MPH 9.0296 -15.1286 -45.6338 -62.5936 730.3104 -160.5595 (Mount -1.3105 15.1286 45.6338 62.5936 -0.1718 -81.4981 592 TL +Z 80MPH 55.8329 -0.1356 -88.0647 -1.6215 1632.1841 -0.6904 (Mount -48.1138 0.1356 88.0647 1.6215 -223.1523 -1.4785 592 TL -Z 8OMPH 64.0488 -0.2183 81.7777 -1.4596 -1531.5034 -0.9937 (Mount -56.3297 0.2183 -81.7777 1.4596 223.0631 -2.4992 593 TL +Z 80MPH 33.1792 -24.3615 45.1566 6.2857 -722.5998 -245.634- (Mount -25.4601 24.3615 -45.1566 -6.2857 0.0967 -144.1486 593 TL -Z 8OMPH 8.8954 14.8461 -45.6223 59.7644 730.1254 159.2873 (Mount -1.1762 -14.8461 45.6223 -59.7644 -0.1711 78.2497 594 TL +Z 8OMPH 31.3252 -41.5193 55.6330 -732.0967 -890.8714 -125.3842 (Mount -23.6061 41.5193 -55.6330 732.0967 0.7449 -538.9222 594 TL -Z 8OMPH 6.4489 30.2089 -54.8737 796.8295 878.6509 193.0871 (Mount 1.2703 -30•.2089 54.8737 -796.8295 -0.6738 290.2543 595 TL +Z 8OMPH 51.6357 -88.7259 -6.4016 -398.2243 -129.2024 -191.8556 (Mount -43.9165 88.7259 6.4016 398.2243 231.6283 -1227.7566 595 TL -Z 80MPH 37.6591 -49.0279 30.7243 383.7143 -102.7529 30.3925 (Mount -29.9399 49.0279 -30.7243 -383.7143 -388.8347 -814.8364 596 TL +Z 80MPH -11.0227 -8.9647 -0.0260 0.0214 -0.0419 -138.0495 (Mount 11.0227 12.5622 0.0260 -0.0214 0.7227 -143.5933 596 TL -Z 80MPH -21.2254 -10.7726 -0.3071 -0.0257 3.5176 -156.2110 (Mount 21.2254 14.3701 0.3071 0.0257 4.5183 -172.7388 597 TL +Z BOMPH 16.9167 11.7052 36.5378 0.5746 -382.5586 135.8236 (Mount -16.9167 -8.1077 -36.5378 -0.5746 -573.5123 123.3950 597 TL -Z 80MPH -35.0026 6.2669 -32.9950 -0.4343 352.6124 68.7749 (Mount 35.0026 -2.6694 32.9950 0.4343 510.7562 48.1405 598 TL +Z 80MPH -3.9402 -6.2721 -36.1157 -0.5409 568.1258 -97.22K (Mount 3.9402 9.8696 36.1157 0.5409 376.9025 -113.9658 598 TL -Z 8OMPH -61.0712 -0.1789 33.6010 0.4871 -518.8926 -12.254E Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot 0 Rohn SSV Communications Tower - Bloo Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 32 of Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410-0.. (Mount 61.0712 3.7764 -33.6010 -0.4871 -360.3344 -39.4944 599 TL +Z 80MPH 1.1240 -13.0286 8.9416 0.3497 -13.4063 -187.9944 iMount -1.1240 16.6261 -8.9416 -0.3497 -220.5659 -199.986'- 599 TL -Z 80MPH -42.1658 9.5069 -5.2534 -0.2234 -35.0213 113.761. (Mount 42.1658 -5.9094 5.2534 0.2234 172.4856 87.935E 600 TL +Z 8OMPH -14.6692 -11.5746 -8.6897 -0.3389 10.6390 -168.690 (Mount 14.6692 15.1721 8.6897 0.3389 216.7421 -181.2456 600 TL -Z 8OMPH -60.9589 11.2135 5.5128 0.2353 31.5827 136.5649 (Mount 60.9589 -7.6160 -5.5128 -0.2353 -175.8344 109.7880 601 TL +Z 80MPH -21.8997 -17.0223 -14.9746 0.2080 168.3354 -238.2765 (Mount 21.8997 20.6198 14.9746 -0.2080 223.5010 -254.208-- 601 TL -Z 80MPH -34.4951 19.3596 18.1838 -0.1638 -191.6676 236.9595 (Mount 34.4951 -15.7621 -18.1838 0.1638 -284.1424 222.549° 602 TL +Z 80MPH -33.3235 -15.7413 15.2083 -0.2003 -170.7572 -221.276'_ (Mount 33.3235 19.3388 -15.2083 0.2003 -227.1940 -237.688? 602 TL -Z 80MPH -47.7370 20.7502 -17.9613 0.1701 189.3493 255.530`_ (Mount 47.7370 -17.1526 17.9613 -0.1701 280.6386 240.3646 603 TL +Z 80MPH -46.3180 -15.2199 19.5298 -0.0525 -277.5955 -212.8698 (Mount 46.3180 18.8174 -19.5298 0.0525 -233.4341 -232.4519 603 TL -Z BOMPH -12.8470 17.1879 -22.9397 0.0016 341.0346 207.4421., (Mount 12.8470 -13.5904 22.9397 -0.0016 259.2215 195.239` 604 TL +Z 8OMPH -53.9203 -14.0148 -19.4861 0.0570 277.5082 -196.9651 (Mount 53.9203 17.6124 19.4861 -0.0570 232.3783 -216.8243 604 TL -Z 80MPH -21.6244 18.4560 22.9637 0.0018 -340.6737 224.259'" J-1Ount 21.6244 -14.8584 -22.9637 -0.0018 -260.2103 211.6C1, 605 TL +Z 8OMPH -75.7383 -16.1559 -4.0704 -0.2464 197.1508 -225.736•, (Mount 75.7383 19.7534 4.0704 0.2464 -90.6432 -244.076: 605 TL -Z 80MPH 29.5357 27.0940 0.1888 0.1133 -147.7480 342.206 (Mount -29.5357 -23.4965 -0.1888 -0.1133 142.8086 319.686E 606 TL +Z 8OMPH -80.1645 -15.2452 4.0852 0.2477 -197.5843 -213.8495 (Mount 80.1645 18.8427 -4.0852 -0.2477 90.6876 -232.134E 606 TL -Z BOMPH 24.3799 28.0823 -0.1735 -0.1119 147.7997 355.172E (Mount -24.3799 -24.4848 0.1735 0.1119 -143.2606 332.5793 607 TL +Z 8OMPH -107.0413 -17.1963 -31.7686 -0.9056 476.6489 -219.544E (Mount 107.0413 20.7939 31.7686 0.9056 354.6296 -277.4935 607 TL -Z 8OMPH 83.8543 35.9266 27.9402 0.5379 -444.9431 451.790E (Mount -83.8543 -32.3291 -27.9402 -0.5379 -286.1581 441.2205 608 TL +Z 8OMPH -108.8693 -16.5983 31.7915 0.9080 -477.3188 -211.8E6, (Mount 108.8693 20.1958 -31.7915 -0.9080 -354.5595 -269.522- 608 TL -Z 8OMPH 81.6861 36.6490 -27.8983 -0.5341 444.2203 461.082! (Mount -81.6861 -33.0515 27.8983 0.5341 285.7842 450.833"; 609 TL +Z 80MPH -53.5040 -30.1541 18.6396 0.0609 -130.6569 -898.8255 (Mount 53.5040 36.8477 -18.6396 -0.0609 -357.0801 22.21'7"' 609 TL -Z 8OMPH -50.5905 -24.4195 -18.6333 -0.0202 130.7356 -770.201- (Mount 50.5905 31.1130 18.6333 0.0202 356.8371 43.650E 610 TL +Z 80MPH -53.5040 -36.8477 18.6396 0.0609 357.0801 -22.217"7 (Mount 53.5040 43.5413 -18.6396 -0.0609 -844.8172 -1029.5391 610 TL -Z 8OMPH -50.5905 -31.1130 -18.6333 -0.0202 -356.8371 -43.650E (Mount 50.5905 37.8066 18.6333 0.0202 844.4099 -858.0491 611 TL +Z BOMPH -60.7316 -25.6321 -65.9936 -1.2627 886.4924 -334.181"' (Mount 60.7316 29.2297 65.9936 1.2627 840.3407 -383.593; 611 TL -Z BOMPH -165.2522 19.3270 69.0636 1.3201 -944.7469 267.752. (Mount 165.2522 -15.7294 -69.0636 -1.3201 -862.4168 190.9025 612 TL +Z BOMPH -102.1144 -11.3486 -10.3998 -0.5192 -111.3707 -155.012', (Mount 102.1144 14.9462 10.3998 0.5192 383.4996 -189.0114 612 TL -Z BOMPH -134.9096 8.8061 14.1341 0.6434 61.7780 99.249" (Mount 134.9096 -5.2086 -14.1341 -0.6434 -431.6199 84.108E 613 'fL +Z BOMPH -126.2795 4.7982 34.7579 -0.4222 -393.0485 46.864" - (Mount 126.2795 -1.2007 -34.7579 0.4222 -516.4492 31.6215 613 TL -Z 8OMPH -119.7809 0.7297 -31.4997 0.4716 369.0263 -2.610? (Mount 119.7809 2.8678 31.4997 -0.4716 455.2155 -25.363t 614 TL +Z 80MPH -126.1439 -1.0863 -34.6401 0.4274 514.8277 -30.1430 (Mount 126.1439 4'.6838 '34.6401 -0.4274 391.5889 -45.3492 614 TL -Z 80MPH -119.5626 3.0611 31.6113 -0.4673 -456.6751 27.8625 (Mount 119.5626 0.5364 -31.6113 0.4673 -370.4881 5.168=. 615 TL +Z BOMPH -101.7824 14.9869 10.5164 0.5240 -385.3033 189.497 - (Mount 101.7824 -11.3893 -10.5164 -0.5240 110.1239 155.591" 615 TL -Z 80MPH -134.4087 -5.1496 -14.0110 -0.6383 430.2525 -83.41?c (Mount 134.4087 8.7471 14.0110 0.6383 -63.6326 -98.39'_ 616 TL +Z 80MPH -60.2632 29.2060 66.1495 1.2689 -842.2207 383.331_ (Mount 60.2632 -25.6085 -66.1495 -1.2689 -888.6906 333.825: 616 TL -Z BOMPH -164.6176 -15.8068 -68.8846 -1.3121 860.4621 -191.857"„ (Mount 164.6176 19.4043 68.8846 1.3121 942.0193 -268.821_ 617 TL +Z 80MPH -53.5042 43.5398 -18.6400 -0.0624 845.0258 1029.4794 (Mount 53.5042 -36.8462 18.6400 0.0624 -357.2787 22.2391 617 TL -Z 80MPH -50.5861 37.7977 18.6328 0.0195 -844.0892 857.7785 (Mount 50.5861 -31.1041 -18.6328 -0.0195 356.5310 43.6886 618 TL +Z 8OMPH -53.5042 36.8462 -18.6400 -0.0624 357.2787 -22.2396 Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot •1 Rohn SSV Communications Tower - Blo Mtn Site - Berry Creek, Thursday, July 12, 2001 CA Multiframe4D Version 7.51 Page 33 Df 34 (Mount 53.5042 DE140ft RohnSSV BloomerSiteCA AT&T 410-01 618 TL -Z 80MPH -50.5861 -30.1527 31.1041 18.6900 0.0624 130.4683 898.80950.0195 (Mount 50.5861 -24.4106 18.6328 -18.6328 -356.5310 -93.6888 619 TL +Z 8OMPH 5.7894 0.0000 -0.0000 -0.0195 00000 -131.0272 770 0071. (Mount 619 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0 0000 (Mount TL -Z 80MPH 5.7899 -0.0000 -0.0000 0.0000 -0 .0000 -0 0000 0 0000 620 TL +Z 80MPH 0.0000 5.7894 0.0000 0.0000 0.0000 -0.0000 0 OOOC (Mount 0.0000 - 0.0000 0.0000 -0.0000 0.0000 0.0000 -0 OOOC 620 TL -Z 80MPH 5.7899 00000 0.0000 00000 0.0000 -0.0000 0 000: (Mount 0.0000 . -0.0000 . -0.0000 0.0000 0.0000 0.0000 0 0000 621 (Mount TL +Z 8OMPH 5.7894 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 621 TL -Z 80MPH 0.0000 5.7894 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.000( (Mount 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 622 (Mount TL +Z 80MPH 5.7899 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 622 TL -Z 80MPH 0.0000 5.7894 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 (Mount 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 623 TL +Z 80MPH 5.7894 ' -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 (Mount 623 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 (Mount TL -Z 80MPH 5.7894 0.0000 -0.0000 0.0000 -0.0000 -O.00OC 624 TL +Z 8OMPH 0.0000 5.7894 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 624 TL -Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 (Mount 625 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 (Mount TL +Z 80MPH 5.7894 0.0000 -0.0000 0.0000 0.0000 0.0000 625 TL -Z 8OMPH 0.0000 5.7894 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.000 (Mount 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.7000 626 TL +Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.7000 (Mount 626 0.0000 0.0000 0.0000 0.0000 0.0000 -0.7000 -0.0000 (Mount TL -Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 -0.0000 0.0000 627 TL +Z 80MPH 0.0000 5.7894 0.0000 0.0000 0.0000 0.0000 0.0000 O.000O (Mount 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 627 TL -Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 (Mount 628 0.0000 0.0000 0.0000 0.0000 -0.0000 0.3000 0.1000 (Mount TL +Z 80MPH 5.7894 0.0000 -0.0000 0.0000 -0.0000 -0.0000 628 TL -Z 80MPH 0.0000 5.7894 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 (Mount 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 629 (Mount TL +Z 80MPH 5.7894 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 629 TL -Z 8OMPH 0.0000 5.7894 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.4000 630 (Mount TL +Z 80MPH 5.7894 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.1000 -0..000 630 TL -Z 80MPH 0.0000 -0.0000 0.0000 -0.0000 00000 .5.7894 -0.0000 -0.0000 (Mount 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 631 (Mount TL +Z 8OMPH 5.7894 0.0000 0.0000 0.0000 0.0000 -O.Ci000 631 TL -Z 80MPH 0.0000 5.7894 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 (Mount 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 632 TL +Z 80MPH 5.7894 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 (Mount 632 _ 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 O.000O 0.0000 (Mount TL -Z 8OMPH 5.7894 0.0000 0.0000 0.0000 -0.0000 0.0000 633 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 (Mount TL +Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 633 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount TL -Z 80MPH 5.7894 -0.0000 -0.0000 0.0000 0.0000 -0.0000 634 TL +Z 80MPH 0.0000 50.4008 0.0000 0.0000 0.0000 0.0000 0.0000 -O.000C• (Mount -18.6667 0.0000 224.0019 O.000C 634 -44.6114 -0.0000 18.6667 0.0000 0.0000 0.0000 (Mount TL -Z 8OMPH 50.4008 0.0000 18.6667 0.0000 -224.0020 0.0000 635 -44.6114 -0.0000 -18.6667 0.0000 0.0000 O.0000 (Mount TL +Z 8OMPH 5.7894 0.0000 0.0000 0.0000 -0.0000 O.G000 635 0.0000 -0.0000 -0.0000 0.0000 -0.0000 O.C'.000 (Mount TL -Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 -0.0000 -0.000 636 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount, TL +Z 80MPH 5.7894 0.0000 -0.0000 0.0000 0.0000 -0.0)000 636 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 (Mount TL -Z 8OMPH 5.7894 0.0000 -0.0000 0.0000 0.0000 -0.0000 637 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 TL +Z 8OMPH 5.7894 -0.0000 -0.0000 0.0000 0.0000 0.0 00 (Mount 637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0700 TL -Z 80MPH 5.7894 -0.0000 -0.0000 0.0000 -0.0000 O.ODOO Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) Review Existing 140 foot Rohn SSV Communications Tower.- Bloo•Mtn Site - Berry Creek, CA Thursday, July 12, 2001 Page 34 of 3; Multiframe4D Version 7.51 DE140ft RohnSSV BloomerSiteCA AT&T 410 -0 - (Mount 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 638 TL +Z 80MPH 15.4383 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Mount -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 638 TL -Z 80MPH 15.4383 0.0000 0.0000 0.0000 -0.0000 -0.0000. (Mount -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 639 TL +Z 80MPH 15.4383 -0.0000 0.0000 0.0000 0.0000 0.0000 (Mount -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 639 TL -Z 80MPH 15.4383 -0.0000 0.0000 0.0000 0.0000 0.0000 (Mount -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 640 TL +Z 80MPH 36.6114 0.0000 0.0000 0.0000 -0.0000 -0.0000 (Antenn -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 640 TL -Z 80MPH 36.6114 -0.0000 -0.0000 0.0000 0.0000 -0.0000 (Antenn -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 I Multiframe 4D - Analysis Summary - (+Z and -Z wind load plus DL , 80 MPH basic, no ice) LEAD IN SHEET FILE NO: A r)-1 AP# O APPLICANT:T OWNER: ► 1l C � 1�,,1 -f- eta A! REPRESENTATIVE: SIZE: :I-= of crL LSO�CATION: Ak A-0 0 - \eorntr SUPERVISORAL DISTRICT # ZONING HISTORY: SURROUNDING ZONING: SURROUNDING LAND USE: SITE HISTORY: EXISTING ZONING: 7 P Z- GENERAL PLAN DESIGNATION: #� 4 r i e l �-� ra► — C� e 5��e,n� c3 APPLICABLE REGULATIONS: Date Proiect-,611�,•�� mliz 1, ii 1. iw t .'°� �•�� -_'-yam K Nv 1AN L g ' }as_. D ECEOWE JUL 3 Mat BUTTE COUNTY PLANNING DIVISION 't ` b .x Y .� ` _ icy 7 a . w+.w' +i'd �",,.aM•^'�+' *61 s ► �.%+ � �> Y ,..�y �t"""� A lea1',. ! w.►„ w 'J�a `sat'"'�,��� � � w+�'a" p +rrxrh.a •^ { .,. ` �� � �.. -+yea �.a'F. ' 'x #,� '?'. i�'°�1`+'s'3'r �,' 1/g['�;. � �., • , a:x. ao 12+ _ �iC�' x�; J E r Y a,V i '4 � ��e►i!,}'<a . it r flY*{�/ �s �rr� +fry f ! 4 {Y e rib• 111 xk. � + as *;• w. +4 jrF � `r ,�y �t� di�j-•ih°.. a�' t x` � s.," Ae°""#' �,+• Tn"` 1`_k .L =.�.ajwA +r-dG._',I�,�j F.it "� as � aG��; ,'� ,q,#�'' �" ^+►S}'. f jai t �' I ' ji •t�+'Y.p� � '` r�"'y'�.y"F����`�� � �"yy' rss�"�� 'air r.' � � r��. it�s+� j.���i.�/[� f° � aM��•T�� � �tTtypl R�rT Xv s 1 rf' ���1�` �' '" "f , " • dl's � �� � c ,r .. r J� r� J ti 1� • p ECElwE JUL 3 2001 BUTTE COUNTY PLANNING DIVISION • 0 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19646 ISSUED BY sp7 Technical Services June 29, 2001 Steve Betts, Senior Planner County of Butte Planning Division 7 County Center Drive Oroville, CA 95965 D ECO E E 10 JUL 32001 BUTTE COUNTY PLANNING OIVISIO_�_ -ATT AT&T Wireless Services, Inc. Suite 460 7112 N. Fresno Street Fresno, CA 93720 559 438-8888 FAX 559 438-6000 Re: Administrative Permit Application — Existing Tower Antenna Modification Bloomer Mtn Site — C004 Top of Bloomer Mountain Berry Creek, CA APN: 061-460-025 Dear Mr. Betts: Please find attached to this letter the application materials as required by the County of Butte for consideration of approval to allow antenna modifications at our existing telecommunications facility located at the above referenced assessor's parcel. Project Justification AT&T Wireless Services is proposing to modify its current antenna array. The existing tower is currently utilizing omni -directional antennas. The AT&T engineers have determined that these antennas need to be replaced with new panel antennas at a lower height on the tower. Changing to directional antennas and implementing newer technology allows AT&T to better serve the area with quality, service. This project is in conjunction with three other existing sites in Butte County for which applications are also being made to modify their antenna array. Project Description The proposed project consists of mounting up to twelve panel antennas on an existing 140' lattice tower. A full independent Rigorous Structural Analysis on the project has been done and is- included in this application. Support Equipment This antenna array modification project does not impact the existing site. �. RFR/EMF and Wattage Output Data The Bloomer site will produce Maximum Power/Channel into Antennas of 2.524 watts. There will be twenty-two (22) channels/sector with 3 sectors maximum. V S A "::::W PROUD PARTNER O� Recycled Paper Horizontal and Vertical Location Coordinates The existing site is located at 39° 39' 5" North Latitude by 121° 27' 44.5" West Longitude. Elevations, dimensions, Etc. This modification project does not increase any heights of existing structures. The new modified sector array will be at approximately 65' AGL on the existing tower. Visual impact assessment, photo simulation Current site photos and photo simulation of proposed changes attached. Complete Service Area Map Attached is AT&T Wireless Confidential Butte County and Surrounding Area 3 Year Design Plan. Documentation which identifies failure characteristics Attached current tower analysis by Davidson Engineering incorporating proposed changes. Written Evidence Demonstrating Visual Unobtrusiveness of the Facility The new panel antennas are enclosed in a Grey PVC Radome. This Radome is non -reflective and the Grey color is non conspicuous. Evidence of a valid, current operating license Attached copy of FCC registration not required. A report, signed by a qualified radio frequency engineer licensed by the FCC Attached report from Hammett & Edison, Inc., Professional Engineers. Please call me at (559) 269-0709 for any questions regarding this application. Sincerely, David Miller, Construction Manager AT&TWIRELESS CONFIDENTIAL. Butte County Surrounding Area 3 Year Design Plan -...,a � o � z> � Z � J a 9911�i�i..11 o D•� > 9 - Q• Z POV TZ t•,_ '1 <'x p�, ' <�9: ,�/i'+n r `,c`•''`e• apt-. o C�iASSET.`APd+ °' J 13'- $n 31 !- LOW u8 �• err ¢I ��� d,�j1 S 6 9 4d �" a ` ITOREST = H RANa1 1 � • Ea,�, w.cw � / Ra �o i wr. ow•ee Ha+°dE it. hvie /� �jt�' '.•) "y i e�; � � 'gip OE SIiBLA � ���;� ock Geek Driw: - p�. N Royce• ,.N '/' -- `/ , IMSN I R�, •sf%~^RII HAROSON 1 yj� pd;+,e,a• SPRINGS s FARMS PINS Le l-V'MAGA CHICO 1 LiB . i`r�'a f t° CERTE111IIui ORk Rd. . y m , � • ' r 't Imo' u.w wr.. _.....:.0 - A.C .S.. GW An.. GE« L,...... W ..lk AmI wv .. ..D i /••! AMwwn4....... aJ SMUNG V 1(nome. 1 Aro-I.. .......ems arr ►enl °r AMw (,,/ 1: p •u .rod at- r.w � E. AP000.La.. ,.... e.-• s A•«„ d... ... A3 ra ANw wr.. .......E.s llutE F��`•'1 Bae ?;e<k lr•ry� .! L � Q*T � nHMiDI,.,/Ri�iR a.,,G tiRa ow•• � t kr..• ' -•`.pe,.a� _ r:L ` Rd.ORMA 'ice •. G- Fla Mo+. P_Q 1 �.� �; �? 9oPU1611�e° �``Re. AfX UNCO RES uwoRr� - -ttL o Hun -P°A i4'cr - : ^° % •• J MABRE SF o raiin Rt- std•%' x - u' -`\ �,�G. "'^-`l� OE ORO At t.<'" ° ' `f► ,� .rr <• Vo .• 8 i 1 I e4 w 1r •,�F /' / ,( r NI b '• t uEE_ a i0 • pp o REC AR Mb. Wild _Or % �• m�/1 . S Aye' ..J � '. t tai �/I/ F•� 6• 6 e RECxARFile hak X04 FO� f� r^� I • T ;Ad'-m„iun i �'+ r \\•F' q ` e / JrSam6 : �\tP G f�� V..k. IIID/ J `I • :«EGE LAS \e Cj«een t J „ 9lsr q .-+Y UMAS �• Ln ae.' of /� t/'/ a � d _ Ovh.mO•ymn �!� \ \ "fir, : I/ imcEAu" $ PFJlTl •eve nre 1 = •take Koh :7 'ire 3 aod.' �. : I ` G ( •�-.°b tl BERRT IA1°Mpne y.� i274- CH/EROKEE Ra 1 ` O CREEK rb jsyk• o F DURHHwA RMA: b ��^5� «N.mi� nd. Q� / d% �F / 4 swiss �� �l:::kr«u `�1 a �i% a M7 V Rw t . ;t^,• I t Off` M°'s'• E eI,00MEA <RINfT1VF.9. r` Dwrcn Nouse -f-9 <• F koe ARFw o T = F ..in ,s� -g Vim/ �9o"s�C oy'. 4" (te<' c a r� mi Ra ® 'uq.! �S . i •� �i :�� o l i 1 t"' Mo.; iOR16ON LIT �I'�•stl a f0� �k^1d . �V � ke U••P�� •• �The Rocks `. }} '�„� � ! m > CF•4 s'� p` Ndl "� Q O3�E' / o��k ° \,� p p J- ae' ae. n9 9 s�•cR,° G" . `S. �y' o 6e s E:° < Y9 �I`�3 J\RI•L`A4 \ n iA woFll.e ' �WICK$su CORNER m«d e1�I REe.a. nEAREw K 01 a 2`�OOV/LLE �-..._ I1 �N•a^ "•;, s•"`":' o,r �• C SADDLE STA7E REC. AREA C RIEC ARE don RoW Ndon �o.A 6 /I Cosson»voA Road T<bk {I / NELSON & mo -W. POTTER `:• 1R°dT �` T��4 ' I �'u � 1 • � .:. e.L. va�T`OR`'4.uw, -n ' ` •• C Nel,on STippee Pod -Nd.en Sn:oo•< Real tee_? �`o„" LAKE ��OR VILLE / « µ;ti'• O `1kAP°• BOJ - OROVILLI r D< eZ ji LOAFER CR, •�• .f•.. �T - r1 V. .-/ tio, STATE REC.- < •oa+ rwousE BT REC. AREA B.A.emLL � �t�,,s� V. I R .dlerd Rob Nolan AREA ` Aw ue - ( .fir . Hal . sl6ft1 ••�- ..-T(P-:,'i%9'. Mtn. ii<mI°II'IO'%<ltgy6 �• .�^. 81,e C° 1�t7 S _ ke SQyglow. J[ ,� r.<, v;., ns ,�+ o.•:•••` .,\. u _ Y J•.e•nr •Ion.. o �«IRd. ".,,. If��j; _ TNERMAUTO �-�' o 162 i ¢ W Z.� • _ a �'9 SR'ica„.•o.�-\ 4o•°F 4i v'�°+ y '• N`'R'° 5 a.„ tF°.e,,.v .. ; < R4k eR•Q" � n1 7—oa,- Iyo o16T RT t NURLETON bs n ORIHVALE .0 Pkw. Nal_- pe ROLIE A<l- .� : DIRECTIONS TO .BLOOMER /' _00 TAKE HIGHWAY 70 TO OROVILLE. GO EAS ON HWY. 162. STAY ON 162 TOWARDS BERRY CREEK ABOUT 15 MILES, TAKE A LEFT ON ENCINA GRANDE ROAD. (NOTE CDF STATION). FOLLOW ENCINA GRANDE UP TO TOP OF .BLOOMER MT. ABOUT 7 MILES BR0V'P?,SHELTER AND 120' LITTLE GREEN TOWER. Bloomer Cell Site 1,000' Radius Area No residences within radius area No scenic areas within radius area w : r. Pinkston JARB0�0� rt ) 3 Q•° Canyon GAP Q,S F�, ° j a� C10 Rd. 0•` P� O� V Po I°e � r - v ooE Q��: VISTA Oet�o•m MADRE ;�� W POINT 191 DE ORO G' �a Vic` e - .'o = O' .�� v � 1>e� .A.!EKE_G p St Silvers HILL OP a Big Bend Saddleme , Q• LIME SADDLE;.:-- Patton / o Peak �01 REC. AREA "'' ORx F,A UcufSausaBe�a'\ems o ewe �'�.=v /-��`✓_��J'� �.�� 2 ;cr ROAO_SIOE L °ar Creek Mtn- F-� S \ n -REST G Rd: 916' �� ��� LU MAS 10 aR oad o1. l`Hill GAT L a rham ocky Pk.' CH-'. 'Blo erl Ook0(i t ntz PENTZ 1637' 1 ( I d. -• l f v 9• �v Grub Flat (� CHEROKEE Res. I Y �• Surloaf \ o, organ IPRIMITIVEq _ems Res. S pring F`� . REC. AREA O )0�QQ Cannon Ilallr.Y `Z r o� _ l . C any . Res. /� Ilrc. %=• \ O .�o d ) Derrick o OREGON CITY -\ ( � ( �cc Go P rvrnpbell Glee moo- The high Rucks I _ o Q-_— �v:D -S43' �\I ORL--MAN CR, Towair Results wysiwyg://0/https://wtbjagl w.fcc.gov/ULSTower/ �GG RESULTS A routine check of the coordinates,. heights, and structure type you provided indicates whether this structure does or does not require registration. Any "fail slope" result means that your structure requiresFAA notification and FCC registration. If all results are "pass slope", this means that the structure does not require registration, based on the information you provided. WARNING: Because the airport database we use is updated periodically, it does not take into account the most recent airport construction, nor does it include proposed airports. You still must register with the FCC if your structure is located near one of these airports or if the FAA specifically asks you to register - even if you "pass slope" in all instances. Note: Use your Browser's print function to print your TowAir results. PASS SLOPE: No LAKE FAA REQ -Unmarked SEAP C [39- 34' 0.004.00 OROVILLE LANDING OROVILLE EECA 274.3 2743.199951171875 Seaplane base AREA C O OLt — (Suw^ 2 1 of 1 6/27/01 2:29 PM (4qU.T=IN=G= &REOQUES T I Please... ❑ Read To:��l2�0 i ❑ Handle ❑ Approve f� I _ And... 70 v i ❑ Forward t rn ❑Keep or Recycle A ❑ Review with Me From: _ Post•it® 7664 ©3M 1995 Date. - �, ADMINISTRATIVE PERMIT TO REPLACE TWO EXISTING ANTENNAS TO: AT&T Wireless Services FROM: Tom Buford, Interim Director, Butte County Department of Development Services DATE: August 14, 2001 File#: ADM02-01 PURPOSE: Administrative Permit for AT&T Wireless Services o # 061-460-025 to replace two omni_ ' ectional antennas at the top of an existing 14000 tall lattice tower with twelve 4 squ e. opt panel antennas centered at the 65 -foot heig e project site is located at the top of Bfo er Hill, northwest of Berry Creek, on property zoned TPZ-160 (Timber Preserve Zone - 160 acre parcels). PERMIT REQUIREMENTS: Approval for a communication facility subject to the following requirements: 1. The new antennas shall be painted to match the color of the existing antennas and tower. 2. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. 3. The installation of any Facility shall comply with all applicable building and electrical codes. 4. No advertising or display is permitted on any Facility. 5. All Facilities shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 6. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 7. All Facilities must fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facilities. If such standards and regulations are changed, the property owner or responsible party shall bring such Facilities into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 8. No Facility or combination of Facilities shall generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 9. If it is found that Facilities are or will be detrimental to the health, safety, or,welfare of persons working or residing near such facilities, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facilities. In no case shall a Facility remain in operation if it is found to create a hazard to health, safety, and welfare. A Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. 10. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 11. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 12. Facilities shall be secured at all times to prevent access by the public. 13. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 14. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit A" and date-stamped July 3, 2001, and is incorporated herein by this reference. FINDINGS: 1. The project is Categorically Exempt from environmental review under Section 15061(b)(3) of the California Environmental Quality Act, which states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. 2. The project will not have a significant impact on the environment because: a. The proposed antennas will not create an aesthetic impact. b. The radio-frequency power densities from the proposed antennas will be within FCC standards. C. The existing tower is capable of supporting the proposed antennas. d. The proposed antennas will not create any light, emissions, noise, or significant amounts of vehicle traffic. e. The proposed antennas will be replacing existing antennas on the same communications tower. f. The project site is located in an antenna farm. g. The TPZ-160 allows wireless communications facilities located in an antenna farm with an Administrative Permit. Permittee Signature Date M.A. Meleka, Principal Planner Date ,> . ._ � «� - � ��.\ : � ` � 2 �. ���. � � � « � \ \ � : � � � . . � \� � . . , �� . � m»ay. »/� / � � \^��� \ t: : ` ��� � « ~ \fes . \ \ \ »xv y>\ \ \ \r� � � \� \ . , , � � � p, .. ^ ~ .�� t»\ \, ^ ®\¢ : / \� '� �� � . � �\ ` : .:� \ ©.. :. >� \ , EXISTING TO BE REMOVED (2) ANTENNAS (E) FREE STANDING TOWER (E) FIBERGLASS BLDG (E) CONCRETE PAD NEW LOWERED PANEL AN TILT BRACKETS SET -1 70'/300'/190' PANEL ANTENNAS SITE LOCATION ON L / PLANNINU t:UMMISJ. DIRECTOR OF DEVELOPMENT SERVICES N 3 1 "=10"-0" 2 EXTERIOR ELEVATION . ENLARGED SITE PLAN ------------ U (E) CONCRETE PAD (E) TOWER 04 1/8"= i *—o". h.. KAESTNER ARCHITECTS % PLANNERS P.O. Box 1777 Empire, California 95319 2935 4th Street Ceres, California 95307 Office: (209) 538-8245 Fax: (209) 538-8241 ID AR �A ?o C-13523 Expires 31 JAN. 2003 �� OF CA1-�F�� co AT&7 AT&T WIRELESS SERVICES 10030 Goethe Road Sacramento, California 95827 Office: (916) 857-6423 D EbEHE JUL 3 2001 BUTTE COUNTY PLAMMNG DIVISION THIS DOCUIMENT CONTAINS INFORMATION PROPRIETARY TO AT&T WIRELIESS AND IS FURNISHED IN CONFIDEKE AS AN INSTRUMENIT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING. REVIEW AND OR CONSTRUCTION OF A SPECIFIC PROJECT- THIS DOCUMENT AND OR ITS CONTENTS MAY NOT BE REPRODUCED OR DISCLOSED TO WHERS WITHOUT THE PRIOR WRITTEN CONSENT OF AT&T WIRELESS. REVISIONS DATE: DESCRIPTION: 3/28/01 REV /ANTENNAS Y Lu Lu V i" W r w >1 .1� C)z O Z Z NO Q O I- N Z Q O W z Lnm N CL � LiJ o W Z {V Z - M cit O w w Q O w O o- r -+ LL O a IM CL �Z Qo SITE PLAN ENLARGED PLAN EXTERIOR ELEVATION 01-110.262 REV CUP=1 EXISTING TO BE REMOVED (2) ANTENNAS (E) FREE STANDING TOWER (E) FIBERGLASS BLDG (E) CONCRETE PAD EXTERIOR ELEVATION NEW LOWERED PANEL AN TILT BRACKETS SET 1 70'/300'/190' . PANEL ANTENNAS SITE LOCATION T N 1 "=101'-0" 2 ENLARGED SITE PLAN U (E) CONCRETE PAD (E) TOWER -04 µ , z z; s, KAESTNER ARCHITECTS & PLANNERS P.O. Box 1777 Empire, Colifornio 95319 2935 4th Street Ceres, Colifornio 95307 Office: (209) 538-8245 Fox: (209) 538-8241 1 23 Ex ires 1 JAN. 2003 �Q CA AT&TAT&T WIRELESS SERVICES 10030 Goethe Rood Socromento, Colifornio 95827 Office: (916) 857-6423 D LSCE� U JUL 3 2001 BUTTE COUNTY PLANNING DIVISION THIS DOCUIMENT CONTAINS INFORMATION PROPRIETARY TO AM WIRELLESS AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENIT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION. BIDDING. REVIEW AND OR CONSTRUCTION OF A SPECIFIC PROJECT. THIS DOCUMENT AND OR ITS CONTENTS MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THEE PRIOR WRITTEN CONSENT OF ATkT WIRELESS. REVISIONS DATE: DESCRIPTION: 3/28/01 REV ANTENNAS YJ W Ice cd O 10 adW r m d w m_ .a p uj Z � z z� Q O � N z Q O Lli z m w Ln ed Z V O z -� :2 w we w O wLLJ O a r a Co a0© �z a0 SITE PLAN ENLARGED PLAN EXTERIC)R ELEVATION 01-110.262 REV CUP -1