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HomeMy WebLinkAboutUP 01-23r ,:,,• , F;41 PROJECT SUMMARY SHEET FILE #: UP 01-23 PROJECT TYPE: Use Permit APPLICANT: AT&T Wireless Services ADDRESS: 7112 N. Fresno Street, #460, Fresno; CA 93720 OWNER: Lasell Ranch Partnership (,- ADDRESS: 9050 Lasell Lane, Durham, CA 95938 REPRESENTATIVE: ADDRESS: PROJECT DESCRIPTION: Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level. PROPERTY ZONED: A-10 (Agricultural, 10 acre parcels) LOCATED: on the northwest corner of Esquon Road and Hamlin road, at 9030 Esquon Road, south of Durham AP#: 040-140-068 TOWN/AREA: Durham GENERAL PLAN DESIGNATION: OFC (Orchard Field Crops) 1. Application complete: June 28, 2001 Amount: $ 1,078.00 Receipt #19635 2. Comments sent to: Development Services Director, Public Works Director, Environmental Health, Assessor, Building Manager, LAFCo, Agricultural Commission, California Depatment of Forestry 3. Comments received from: 4. Rezone Petition Signatures Checked: 5. Mailing List/Lead-in Sheet: 6. Assigned To: Stephen Betts 7. Environmental Determination: State Clearinghouse No: Categorical Exemption-CEQA# Negative Declaration Mitigation Negative Declaration Subject to Fish & Game: 0 Environmental Impact Report Gen. Rule Ex. -CEQA # 15061.(bx3) Other 8. Staff Report: if '� 7 `U Project Video: 9. Clearinghouse circulation required: Yes � Date Sent to SCH: 10. Publication Notice Written:"� Display Ad Prepared: 11. Notices Mailed: �d 0 Number of Notices: �T 12. Newspaper Publication Date: O 1Q) P G B 13. Planning Commission Hearing(s): Action taken: Special Conditions: Commission Resolution No. 14. 15. 16 Board of Supervisors' Hearing(s): Action taken: Board Resolution No.: Type Use Permit/Send for signature: N.O.E. / N.O.D. / APPENDIX G: Ordinance No: Adopted: Fish & Game Fees Paid: Yes No 17. Send validated Use Permit: 18. Assessor's Memo: ; 19. Copy of Use Permit / Variance to Planning Technician: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 AT&T Wireless Services, (Item determined to be a General. Rule Exemption from environmental review), Use Permit to replace three existing omni -directional antennas mounted on the top of an existing 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. The property is zoned A-10 (Agricultural - 10 -acre parcels) and located on the northwest corner of Esquon Road and Hamlin Road, at 9030 Esquon Road, south of Durham. APN 040-140-068 (SB) (UP 01-23) Mr. Betts gave a brief summary of the project. He noted a letter submitted by Bill Chance. The hearing was opened to the public. David Muller, responding to Mr. Chance's letter, stated that AT&T will not encroach on his property and agreed to the recommended conditions. Bill Chance told the Committee that the applicant created a parking area on the site when it was fenced which the public have been using for various reasons at night. He asked if the fence could be moved out to the property line to secure the parking lot. Mr. Miller said they are doing a minor change to the tower. He alluded to the fact that they can not move the fence out because of the setbacks required. The hearing was closed. It was moved by Commissioner Leland, seconded by Commissioner Lambert, and unanimously carried to approve the Use Permit for AT&T Wireless Service, UP 01-23), subject to the findings and conditions listed below deleting Condition 3 and re -numbering the remaining conditions: I. The project is 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. The project will not have a significant impact on the environment lI. Approve Use Permit 01-23 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general, health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES 0 SEPTEMBER 27, 2001 ■ PAGE 1 ■ W a 2. The proposed antennas would not cause a significant aesthetic impact because they will not increase the height of the tower and are small in size. 3. The proposed antennas would not cause an increase in emissions, noise; odors, or vehicle traffic. 4. A radio-frequency analysis, prepared by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. 5. The existing tower is capable of supporting the proposed antennas. Conditions of Approval: Planning Division 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 2. - .The three omni -directional antennas mounted on the top of the tower shall be removed within one (1) month of activation of the new antennas. 5. • The installation of any Facility shall comply with all applicable building and electrical codes. 6. No advertising or display is permitted on any Facility. 7. 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. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes '9. 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. 10. 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. 11. 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 ~ ■ BUTTE COUNTY PLANNING COMMISSION 0 MINUTES ■ SEPTEMBER 27, 2001 ■ PAGE 2 0 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. 12. 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. 13. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 14. Facilities shall be secured at all times to prevent access by the public. 15. Construction activity, including the storage of all construction equipment and material, shall be confined to the project parcel, and no trespassing on adjacent parcels shall occur without the consent of the applicable landowner(s). No construction -related trash or litter shall be allowed to be deposited on the adjacent parcels. Building Division 16. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 17. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 0 BUTTE COUNTY PLANNING COMMISSION 0 MINUTES 0 SEPTEMBER 27, 2001 ■ PAGE 3 ■ V DEPARTMENT OF DEVELOPM IV,mM,s' SERVICES BUTTWOUNTY UNIFORM APP _sATION ArrLiL;A.N l': 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: ADDRESS: CITY, STATE & ZIP CODE: FILE NUMBER: (FOR OFFICE USE) �✓. �-� d sem: �o ��• 9..2 ,>a a lel o 1- IQ3 NAME OF PROPOSED PROJECT (if any) TELEPHONE APP/A -A 1 tY C04>/>U i9 Div f'iT�` ^ �►Tt�iv�ry aDi 1ii� oar (S ). 6 ..,��® LOCATION OF PROJECT ( Major cross streets and Address, if any) pv��9i`� 1�9�/T/S�>f7✓i E.��f� ate' -�o�v0 ,..a.. :}.'..,.;._ c >:�.._ `.' .�:,.,., ..',..:,..c.i.,_.• GENERAT.INFnRMATTONVPnTTTARTI .i.:1.o. vl_.S .. �t s✓ .. iv° ? .,.l.,? APPLICATION REQUESTED O GENERAL PLAN AMEMEHI ((M 0 REZONE' D E C E U V E USE PERMIT D MINOR USE PERMIT J 's -00 O VARIANCE O MINOR VARIANCE BUTTE COUNT PLANNING DIVISION O ADMINISTRATIVE PERMIT 0 DEVELOPMENT AGREEMENT O TENTATIVE SUBDIVISION MAP O TENTATIVE PARCEL MAP I7 WAIVER OF PARCEL MAP _ 0 BOUNDARY LINE MODIFICATION O LEGAL LOT DETERMINATION D CERTIFICATE OF MERGER B MINING AND RECLAMATION PLAN O OTHER PROJECT DESCRIPTION y r � FULL DESCRIPTION OF PROPOSED PROJECT (Attach necessary sheets. If this application is for a land division , describe ^the number and size of parcels.) 1 vA,- IK }y OWNER CERTIFICATION' 5 z y 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: •ts�d4 /O/ SIGNATURE: 1. OWNER'S NAME TELEPHONE ADDRESS: CITY, STATE & ZIP CODE: DSo ZONE GENERAL PLAN EXISTING LAND USE SITE SIZE ( in Square Feet or Acres) EXISTING STRUCTURES (in Square Feet) PROPOSED STRUCTURES (in Square Feet) (Check One) /y/i9 (Check One) O PROPERTY IS OR PROPOSED TO BE SEWERED O 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 WELL WATER APPLICATION REQUESTED O GENERAL PLAN AMEMEHI ((M 0 REZONE' D E C E U V E USE PERMIT D MINOR USE PERMIT J 's -00 O VARIANCE O MINOR VARIANCE BUTTE COUNT PLANNING DIVISION O ADMINISTRATIVE PERMIT 0 DEVELOPMENT AGREEMENT O TENTATIVE SUBDIVISION MAP O TENTATIVE PARCEL MAP I7 WAIVER OF PARCEL MAP _ 0 BOUNDARY LINE MODIFICATION O LEGAL LOT DETERMINATION D CERTIFICATE OF MERGER B MINING AND RECLAMATION PLAN O OTHER PROJECT DESCRIPTION y r � FULL DESCRIPTION OF PROPOSED PROJECT (Attach necessary sheets. If this application is for a land division , describe ^the number and size of parcels.) 1 vA,- IK }y OWNER CERTIFICATION' 5 z y 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: •ts�d4 /O/ SIGNATURE: ft AGENT AUTHORIZATION• To Butte County, Department of Development Services; Print Name of Agent and Phone Number Mailing Address ' is hereby authorized to process this application forsc� L� 4>, cll /R2-,4:;�- on my property, identified as Butte County Assessor Parcel Number Oyo'-1X0 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) 1� 0%CM, G Po0� J Print Name Signature rc�nd/or Engineer: Print Name of Architect/Engineer and Phone Number Mailing Address FOR OFFICE USE ONLY Verify: Date Received: L Z 8 Ay Print Name Signature ..y Total Amount Received 14 orl a. 00 ✓ AP Number(s) Legal Description ✓ Owners Authorization ✓ Zoning Requirements ✓ Project Description Copies of plot plan Taken by Receipt No. Ig lo3 S E.H. 18S. go LD t o. oo Plan 'T00.00 FD L(3 • ar) Payment of the currently required Application Fee and/or Deposit (An unused portion of a deposit) will be returned upon final action. -$ 5 0. 00 - v' -*-J �, -211 Current fee for this application is $ \1 6 U y . co - V P as of 2 117 Make check payable to "Butte County Treasurer". AGENT AUTHORIZATION To Butte County, Department of Development Services; Print Name of Agent and Phone Number t Mailing Address ' .. is hereby authorized to process this application for . 4A -re-" 1�i'11.2> 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) RO Sa\ k% G Po � -e- 0 Cr- �v, e r Print Name Print Name Signature Signature rchiteSt nd/or Engineer.��?r,."._., � rd S Print Name of ArchitecdEngineer and Phone Number j ` : + t x /7 7 201. cA Mailing Address FOR OFFICE USE ONLY Verify: Date Received: 2 $ Total Amount Received l 0'18. op AP Number(s) N fa Legal Description f Owners Authorization Zoning Requirements ✓ Project Description Copies of plot plan Taken by .SSS Receipt No. IR b3 S E.H. 185. co LD Lo. oo ' Plani00:op FD' L(3, crp Payment of the currently required Application Fee and/or Deposit (An unused portion of a deposit) will be returned upon final action. -S So. 00 - v�v `o �1 �o'Z Current fee for this application is $ k� a u t. go - y p as of 2 i -77 o z Make check payable to "Butte County Treasurer". _General Information: COUNTY OF BUTTE ENVIRONMENTAL INFORMATION FORM (To be Completed By Project Applicant) Date Filed ��i�'// Name and address of owner, and/or developer, and/or project sponsor:.�T�T 1'✓�•e<<r-rf-��,�Yi�c�- Address of project: 11.39 F,T0Ze0.-Z'Pdyo Assessor's Parcel Number: 0 !Vo -l/O —9" Name, address, and telephone numbe of erson to be contacted concerning this project: lug/b /0 , 4 C e k /'c- V-171 Ao . c:, 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: ,'YoN� 5. Existing general plan designation:_ O FC. 6. Existing zoning district: A /o 7. How is land currently used? _CaM�u�rc.�T�U�✓ Jc,�.Ty 8. Proposed use of site (Project for which this form is filed): /HODilry ,�t�yj�iy.v�9 �,P_,c�.prr ON' L�XifT/H6 G,�%%�/ccs %Z9 ►�✓L�JZ Project Description: 9. Site size:�1rT Leue.9jley Feet) (Acres/Sq. 10. Off-street parking spaces: Full size: � Compact: Total: 11. Plans attached Yes Z No 12. Proposed development 13. Associated projects %149/rc' 14. Anticipated incremental or phased development 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 O 1 • 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). YES 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. 23. Significant amounts of solid waste or litter. 24. Change in dust, ash, smoke, fumes or odors in vicinity. _ 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. ❑ Butte County Department of Development Services ❑ Planning Division ❑ 2 NO Environmental Setting: .(Attach brief description) eT 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 ✓/D ,cii . G c F e K:\FORMS\SUBMITTAL\ENV-INFO -3o�r � � r�-i�YG Co/�-�i�! vn•t �iSiT gyp.« �.�� . C •may �2�vr .piviiv 6 ❑ Butte County Department of Development Services ❑ Planning Division ❑ 3 040140068000 LASELL RANCH PARTNERSHIP 9050 LASELL LN DURHAM CA 95938 040140048000 PAULSON IVAN W & ANNA W 9116 LOTT ROAD DURHAM CA 95938 040140054000 SPAIN DOYLE T & MARY LUCILLE P 0 BOX 373 DURHAM CA 95938 040140074000 CHANCE WILLIAM C & KATHRYN L P 0 BOX 7642 CHICO CA 95927 040290024000 DIETZ NEALE W & MARGARET 2392 BLOSSOM LN DURHAM CA 95938 r 040140020000 AVAG INC PO BOX 156 RICHVALE CA 95974 040140050000 LOGAN REBECCA ANN 9193 ESQUON RD,,., DURHAM CA 95938 040140056000 CISNEROS JOE J 9167 ESQUON RD DURHAM CA 95938 0040140021000 RANCHO ESQUON PARTNERS C/O THE HOFMANN COMPANY P O BOX 907 CONCORD CA 94522-0907 040140053000 SMITH KAY F 9179 ESQUON RD DURHAM CA 95938 040140057000 SPAIN RON & KAREN 9155 ESQUON RD DURHAM CA 95938 040140075000 .040260086000 PURSER ARLITA GENERAL PARTNER WALTERS ALYS R TRUSTEE 10335 THANKSGIVING LANE 9212 LOTT RD SAN DIEGO CA 92126 DURHAM CA 95938 AT&T WIRELESS SERVICES 7112 NORTH FRESNO ST # 460 J:\projects\Larrys\Exhibits\up0123.doc FRESNO CA 93720 PIP "8q(3- lLio - D66 Y2, )q 0 'AvA& 4N( - IDS UP PSI-) selp'lly" 1079 cu -t -,Pct "J OY -2.bD-f to a Ills - Yy a ATT AT&T Win4m Services November 2, 2004 Steve Betts Butte County Planning Division 7 County Center Drive Oroville, CA 95965 RE:_APN:-040-140=068-" PERMIT UP 01-23 - AT&T Site #: Durham Dayton C008 Dear Mr. Betts, RU Co.7NTTTE, NOV - 4 2004 DEVELOPMENT SERVICES As we discussed recently, AT&T Wireless is in the process of replacing three existing antennas and coax cable at an existing communications site located at the parcel listed above. No additional height or other modifications will be made to the tower. The replacement antennas will be painted to match the existing ones. As you can see by the enclosed cut sheets, the replacement antennas are very similar in dimension to those that are placed there now. AT&T will be performing a tower analysis to insure the structural integrity of the existing pole. Upon completion of this analysis, AT&T will be applying for the appropriate building permits. It is my understanding that no additional zoning approvals are necessary as the project satisfies substantial compliance with zoning requirements. If this is correct, please sign below where indicated. Please use the enclosed self-addressed stamped envelope. Please feel. free to call me with any questions. Thank you for your assistance in this matter. Acknowledged: Butte County Planning Division Site Acquisition Consultant Planner Name:co�n�•r� 916.801.3178 Signed: Date: USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Ree.) UP 01-23 - PERMIT NO. 040-140-068 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace three existing omni -directional antennas mounted on the top of the 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with .the establishment of the. granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes -may be approved. administratively by the Directors of Development Services, Environmental Health, or Public Works, or their respective designee, upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification' is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: Planning Division ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT a PAGE 1 ■ ' 1. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 2. The three omni -directional antennas mounted on the top of the tower shall be removed within one (1) month of activation of the new antennas. 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 isfound 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 comme revocation. nce a permit revocation hearing which may lead to permit 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. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ 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. Construction activity, including the storage of all construction equipment and material, shall be confined 'to the project parcel, and no trespassing on adjacent parcels shall occur without the consent of the applicable landowner(s). No construction -related trash or litter shall be allowed to be deposited on the adjacent parcels. Buildin Division 14. Building permits required. Provide calculations from a licensed design `professional verifying that the tower structure can support revised loading. Other Conditions 15. Applicant must also comply with all and regulations. other applicable State and local statutes, ordinances I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: / ' Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting co coon, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building.Division Environmental Health Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ v� 739-664 Va 91TRI HE I U-1 SCALA DIVISION Kathrein X -polarized adjustable electrical downlilt antennas offer the wireless carrier the ability to tailor polarization diversity sites for optimum performance. Using variable downtiilt, only a few models need be procured to accommodate the needs of widely varying conditions. Plus, as an option, downtilt can be remotely controlled, at the site, at the switch. • 0-14° downtilt range. • UV resistant pulitruded fiberglass radome. • DC Grounded. • No moving electrical connections. • Wideband vector dipole technology. General specifications: Frequency range 824-960 MHz VSWR <1.5:1 Impedance 50 ohms Intermodulation (2x20w) IM3: -150 dBc Polarization +45• and -45• Maximum input pourer 400 walls per input (at 50•C) Connector 2 x 7/16 DIN female Isolation >30 dB Weight 30.9 Ib (14 kg) Dimensions 51 x 10.3 x 4.6 inches (1296 x 262 x 116 mm) Equivalent flat plate area 4.81112 (0.447 m2) Wind survival rating' 120 mph (200 kph) Shipping dimensions 112 x 11.3 x 6.5 inches 0562 x 287 x 165 mm) Shipping weight 35.3 m (16 kg) Mounting Fixed and till mount options are available for 2 to 4.6 inch (50 to 115 mm) OD masts. See reverse for order information. 'Mechanical design is based on environmental conditions as stipulated in EIA -222-F (June 1996) andfor ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. Specifications: 824-894 MHz 880-960 MHz Gain 11.5 dBd 11.5 dBd Front -lo -back ratio >23 dB (co -polar) >23 dB (co -polar) +450 and -45• polarization horizontal beamwldth 85• (half -power) 88• (hall -power) +45• and 45• polarization vertical beamwidth 15• (hail -power) 14.5" (half -power) Flecldcal dovmtilt continuously adjustable' 0•-14• 0°-14• Sidetobe suppression for 0• 4• 8• 14• T 0• W 8• 14• T first sidelobe above horizon 16 16 16 16 dB 15 16 16 16 dB Cross polar ratio Main direction W Sector x60• 25 dB (typical) 25 dB (typical) >10d6 >tOdB AP11-890/085D/ADT/XP Horizontal pattern t45•- polarization Vertical pattern x45•- polarization 850 Panel Antenna XI� X X Ix f TW 10720-6 9986.406 Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779.6500 Fax: (541) 779-3991 Emait comnwnicallons@kathrein.com Internet: www.kattirein-scala.com SHEET NUMBER DESCRIPTION REV T1 TITLE SHEET 1 G1 GENERAL NOTES 1 Al ENLARGED SITE PLAN, [E] & [N] ANTENNA LAYOUTS 1 A2 EXISTING SITE ELEVATIONS 1 A2.1 PROPOSED SITE ELEVATIONS 1 A3 DETAILS 1 Ei GROUNDING DETAILS AND ELECTRICAL NOTES 1 l � ELECTRICAL WIRING GND GROUNDING �� (TURNING DOWN) O BACKBOARD OHC OVERHEAD CONDUIT At 1-5 SR -70 Exit, turn off onto Romp 0.9 m1 Merge onto SR -70 [SR -99] (North) 33.7 m1 Turn RIGHT (East) onto SR -20 (SR -70] 0.5mi Continue (North) on SR -70 [B St] 31.6 m ,,HH V.V RECEPTACLE [N] NEW Turn LEFT (West) onto Durham Pentz Hwy 0.1 m Con lirue (West) an Durham Dayton Hwy [Durham Pentz Rd] 2.7 mi [E] EXISTING DRIVING DIRECTIONS SPECIAL RECEPTACLE eDETAIL REFERENCE OUADRAPLEX RECEPTACLE A-2 SYMBOL MASTER GROUND l BAR I ELEVATION REFERENCE ® SMOKE DETECTOR A-2 SYMBOL ISSUED FOR: SHEET INDEX CONSTRUCTION MOW A%T AT&T WIRELESS SERVICES C008 DURHAM/DAYTON 9039. EQUON ROAD DURHAM, CA 95938 LATTICE TOWER/SHELTER APPLICANT: AT&T WIRELESS SERVICES 2729 PROSPECT PARK DRIVE RANCHO CORDOVA, CA 95670 APPLICANT AGENT: STRATEGIC REAL ESTATE SERVICES. INC FOR GENERAL DYNAMICS WIRELESS SERVICES 10370 OLD PLACERVILLE ROAD #106 SACRAMENTO, CA 95827 CONTACT: DAVID FEIN PHONE: 916-857-1350 FAX: 916-857-1352 ARCHITECT: KDC ARCHITECTS ENGINEERS P.C. 4720 200TH STREET SW, SUITE 200 LYNNWOOD, WA 98036 CONTACT: ERIC CAMP PHONE: 425-670-8651 FAX: 425-712-0846 ELECTRICAL ENGINEER: KOC ARCHITECTS ENGINEERS P.C. 4720 200TH STREET SW. SUITE 200 LYNNWOOD. WA 98036 CONTACT: ERIC CAMP PHONE: 425-670-8651 FAX: 425-712-0846 PROPERTY INFORMATION SITE TYPE: LATTICE TOWER/SHELTER OWNER: LASELL RANCH PARTNERSHIP 9050 LASELL LANE DURHAM. CA 95938 CONTACT: PHONE: ZONING: A-10 ZONING JURISDICTION: BUTTE COUNTY AREA OF CONSTRUCTION: N/A AP NUMBER: 040-140-068 HANDICAP REOUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROJECT DIRECTORY — — — I. PROPERTY LINE ISSUED FOR 90% CD REVIEW SAFETY SWITCH Q 10/27/2004 ISSUED FOR CONSTRUCTION PANEL BOARD —E—E E— ELECTRICAL SERVICE 0 OM ELECTRIC METER —T —T— TELCO SERVICE per\ ELECTRICAL WIRING (TURNING UP) l � ELECTRICAL WIRING GND GROUNDING �� (TURNING DOWN) O BACKBOARD OHC OVERHEAD CONDUIT At 1-5 SR -70 Exit, turn off onto Romp 0.9 m1 Merge onto SR -70 [SR -99] (North) 33.7 m1 Turn RIGHT (East) onto SR -20 (SR -70] 0.5mi Continue (North) on SR -70 [B St] 31.6 m ,,HH V.V RECEPTACLE [N] NEW Turn LEFT (West) onto Durham Pentz Hwy 0.1 m Con lirue (West) an Durham Dayton Hwy [Durham Pentz Rd] 2.7 mi [E] EXISTING DRIVING DIRECTIONS SPECIAL RECEPTACLE eDETAIL REFERENCE OUADRAPLEX RECEPTACLE A-2 SYMBOL MASTER GROUND l BAR I ELEVATION REFERENCE ® SMOKE DETECTOR A-2 SYMBOL 1 � GROUND = ATTACHMENT LEGEND THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF THE ADDITION OF (3) NEW DBDP ANTENNAS. NEW COAX ROUTE TO FOLLOW EXISTING ROUTE TO.EXISTING EOUIPMENT CABINETS BELOW. PROJECT SUMMARY DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OFANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GENERAL CONTRACTOR NOTES 1 10/24/2004 ISSUED FOR 90% CD REVIEW JDM Q 10/27/2004 ISSUED FOR CONSTRUCTION JDM _ � I a 0 SITE l � _ � 1 VICINITY MAP From Sacramento Metropolitan Airport: Turn RIGHT (Sculh-West) onto Airport Blvd 1.7 m1 Continue (South)on Ramp 0.2 mi Merge onto 1-5 (East) 2.2 m At 1-5 SR -70 Exit, turn off onto Romp 0.9 m1 Merge onto SR -70 [SR -99] (North) 33.7 m1 Turn RIGHT (East) onto SR -20 (SR -70] 0.5mi Continue (North) on SR -70 [B St] 31.6 m m At SR -70 SR -149 Exit. turn off onto Ramp 0.2 i Merge onto SR -149 (West) 4.5 m TurnRIGHT (Noah) onto SR -99 1.9 m1 Turn off onto Romp 0.1 m Turn LEFT (West) onto Durham Pentz Hwy 0.1 m Con lirue (West) an Durham Dayton Hwy [Durham Pentz Rd] 2.7 mi Turn LEFT (South) onto Esquon Rd 1.0 mi Turn RIGHT (West) onto Local rood(s) 43 yds DRIVING DIRECTIONS Q 10/24/2004 ISSUED FOR 90% CD REVIEW JDM Q 10/27/2004 ISSUED FOR CONSTRUCTION JDM GENERAL NOTES: 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH. 4. NO NOISE. SMOKE. DUST OR ODOR WILL RESULT FROM THIS PROPOSAL 5. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS. TOOLS. EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN THE DRAWINGS. SPECIFICATIONS, SCOPES OF WORK. BILL OF MATERIALS. AND ANY OTHER DOCUMENT ISSUED BY GENERAL DYNAMICS AND AWS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 7. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS. ORDINANCES. REGULATIONS AND AS PER MANUFACTURER'S RECOMMENDATIONS. 8. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF THE WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 9. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO GENERAL DYNAMICS PRIOR TO COMMENCING THE RELATED WORK, ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 10. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) BEING ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAVING TAKEN. PLACE. 12. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE SITE OWNER. 13. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUBCONTRACTOR IS NOT DEFINED AS BEING A DESIGNATED MANAGER. 14. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE, LIST OF ALL SUBCONTRACTORS WITH ADDRESSES. CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE. ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF A NTP. 15. THE CONTRACTOR IS TO KEEP A COMPLETE AND ACCURATE SET OF DRAWINGS. SPECIFICATIONS. SCOPE OF WORK, AND A BILL OF MATERIAL ON SITE AT ALL TIMES. THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON ON DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 16. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF THE AS -BUILT DRAWINGS TO A NEW COPY. THIS NEEDS TO BE SUBMITTED TO GENERAL DYNAMICS WITH THE CLOSE OUT DOCUMENTS. 17. ON ANY CO -LOCATION SITE. THE CONTRACTOR AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE T CONTRACTOR FROM THE PROJECT. 18. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTIONS AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNERS REPRESENTATIVE WITHIN 24 -HOURS OF THE INSPECTION OR TEST. 19. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIALS ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY OF ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE. THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 20. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 21. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS. LANDSCAPING. FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR. THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 22. THE GENERAL DYNAMICS REPRESENTATIVE RESERVES THE RIGHT TO RELOCATE ANY EQUIPMENT WITHIN LOFT. OF THE LOCATION SPECIFIED ON THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. 23. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE GENERAL DYNAMICS REPRESENTATIVE. 24, CONTRACTOR 15 RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES. 25. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REOUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 26. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT PRIOR APPROVAL FROM THE GENERAL DYNAMICS REPRESENTATIVE. FAILURE TO OBSERVE THIS RULE MAY RESULT IN THE CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 27. VERIFICATION THAT THE EXISTING TOWER CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 28. PROVIDE SUPPORTS FOR THE ANTENNA CABLES TO THE ELEVATION OF ALL THE INITIAL AND FUTURE ANTENNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 1 I GENERAL NOTES fJ• QO 10/24/2004 ISSUED FORJDM 90% CD REVIEW Qi 10/27/2004 ISSUED FOR CONSTRUCTION JDM THIS IS NOT A SITE SURVEY ALL PROPERtt BOUNDARIES. ORIENTATION OF TRUE NORTH AND STREET HALF-WIpTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND E%ISTING DRAWINGS AND ARE APPROXIMATE. TOTE ELECTRICAL NOTE IFY EXISTING REFER TO SHEET EI FOR ELECTRICAL :ONSTRUCTION, SPECIFICATIONS AND GROUNDING REOUIREMENTS. NOT SHOWN IN PIAN ANTENNA ADDITION ^ 1/4" COAX TO BE OLLOWING THE A2 50'-0' EXISTING FENCED LEASE AREA 1 1 1 ENLARGED SITE PLAN 2 i7 EXISTING ANTENNA LAYOUT : rSCALE 6'-T� D' 6CALE 3/1/16-T-0' N BC�ye*-T--V 31 NEW ANTENNA LAYOUT 1-646 I I TO ATST COOS DURHAM/DAYTON 9039 EQUON ROAD DURHAM, CA 95938 LATTICE TOWER/SHELTER =CURR • NT ISSUE DATE: 10/27/2004 CONSTRUCTION -oni •—nerF• nrcrclonnNl• av- Q 10/24/2004 10-10" EXISTING EOUIPMENT SHELTER 5'-3' 171-0' 14•-0" - UDM r CONTRACTOR TO UTILIZE EXISTING • EMPTY PORTS FOR (6) NEW 1-1/4' COAX RUNS (PROVIDE WEATHER PROOF BOOTS AS NEEDED ' x x--x—z—x—x—x—x—x x—x—x—x—x—z� NEW (6) RUNS OF 1-1/4' COAX - (2) RUNS PER SECTOR TO FOLLOW EXISTING AT&T EXISTING COAX ROUTE 3 Al ICEBRIDGE NEW AT&T KATHREIN 739-648 COAX cc com ANTENNA TO BE ADDED TO ^ �,. CURRENT ANTENNA CONFIGURATION I I I I I As I ^ I COAX cy I EXISTING 5'-6'x5'-6' CONCRETE FOUNDATION a x I / EXISTING AT&T ICEBRIDGE w I EXISTING AT&T ANTENNA o U w r I I TO REMAIN (TYP OF 9) F v. Nc � a = a x I I 1 I a 1 _ EXISTING 150'-0' I LATTICE TOWER i EXISTING 6'-0' HIGH CHAINLINK FENCE EXISTING CONCRETE STOOP EXISTING METER EXISTING 12'-0' WIDE GATE ACCESS +� EXISTING GENERATOR RECEPTACLE — EXISTING AT&T� 26'-6*x 10'-10' EQUIPMENT SHELTER x— _X _ X— X— x— x— x— x— X— X— X— x— x— X— x— x— x— x— X— x— z 1 1 1 ENLARGED SITE PLAN 2 i7 EXISTING ANTENNA LAYOUT : rSCALE 6'-T� D' 6CALE 3/1/16-T-0' N BC�ye*-T--V 31 NEW ANTENNA LAYOUT 1-646 I I TO ATST COOS DURHAM/DAYTON 9039 EQUON ROAD DURHAM, CA 95938 LATTICE TOWER/SHELTER =CURR • NT ISSUE DATE: 10/27/2004 CONSTRUCTION -oni •—nerF• nrcrclonnNl• av- Q 10/24/2004 ISSUED FOR 90% CD REVIEW UDM Q 10/27/2004 ISSUED FOR CONSTRUCTION UDM T.O. EXISTING LATTICE 10T.O. EXISTING LATTICE TOWOER 150'-0" 150'-O" EXISTING AT&T ANTENNA TO REMAIN (TYP OF 9) FENCE NOTE FENCE NOTE: PROPOSED 6'-0" HIGH PROPOSED 6'-0" HIGH CHAINLINK FENCE SHOWN T.O. EXISTING AT&T ANTENNAS CHAINLINK FENCE SHOWN T.O. EXISTING AT&T ANTENNAS DASHED IN ELEVATIONS FOR 13i•_0" DASHED IN ELEVATIONS FOR CLARITY CA C.L. OF EXISTING AT&T ANTENNAS _ _ I C.L. OF EXISTING AT&T ANTENNAS . 128'-6' 128'-6' 0.0. EXISTING AT&T ANTENNAS 6.0. EXISTING AT&T ANTENNAS 126'-O• 126'-0- -� C.L. OF E%ISTINC AT&T fi m MICROWAVE DISH C.L. OF EXISTING AT&T 6'0 MICROWAVE DISH 122'-0- 122'-0• EXISTING TANTENNA TO REMAIN(TYP OF 9) EXISTING AT&T 6'0 EXISTING AT&T 6'0 MICROWAVE DISH MICROWAVE DISH C.L. OF EXISTING AT&T 6'0 MICROWAVE DISHh C.L. OF EXISTING AT&T 6'0 MICROWAVE DISH . 94'-0- 94•_0- EXISTING AT&T 6'0 1 EXISTING AT&T 6'0 MICROWAVE DISH MICROWAVE DISH G EXISTING 150'-0• EXISTING 150'-0" LATTICE TOWER LATTICE TOWER EXISTING AT&T I ICEBRIDGE EXISTING AT&T EXISTING METER EXISTING METER 26'-6•x10'-10- EOUIPMENT SHELTER EXISTING AT&T 26'-6"x1O'-10" EOUIPMENT SHELTER EXISTING GENERATOR EXISTING AT&T EXISTING CONCRETE RECEPTACLE ICERRIDCE STOOP EXISTING 6'-0• EXISTING 6'-0 RICH - HIGH CHAINLINK EXISTING CONCRETE CHAINLINK FENCE STOOP FENCE CRADE I I GRADEGREll 11 ADE I I I I GRADE 1 NORTH ELEVATION � 16124 -IM' SCALE- W T -w 2 EAST ELEVATION 4' ,6' °>� Ug -rte t X1T SCALE- v,s'-T•O' XIT SCALE+ 1/IB--T-0' AT&T C008 DURHAM/DAYTON 9039 EOUON ROAD' DURHAM, CA 95938 LATTICE TOWER/SHELTER 10/27/2004 CONSTRUCTION -RFV.--f)ATF• nFSCRIPTI0N RY•= Qp 10/24/2004 ISSUED FOR 90% CD REVIEW JOM QI 10/27/2004 ISSUED FOR CONSTRUCTION JDM ANTENNA NOTE ANTENNA NOTE 1. CONTRACTOR TO VERIFY EXISTING T.O. EXISTING LATTICE 10WOER 1. CONTRACTOR TO VERIFY EXISTING T.O. EXISTING LATTICE 1,0 OE CONDITIONS PRIOR TO CONSTRUCTION. 150'-0 CONDITIONS PRIOR TO CONSTRUCTION. 15D'-0' 2. REFER TO PLAN FOR ANTENNA ADDITION 2. REFER TO PLAN FOR ANTENNA ADDITION LOCATIONS (2) NEW I-1/4" COAX TO BE EXISTING AT&T ANTENNA LOCATIONS (2) NEW I-1/4" COAX TO BE ADDED PER LOCATION FOLLOWING THE TO REMAIN (ttP OF 9) ADDED PER LOCATION FOLLOWING THE EXISTING ROUTE. EXISTING ROUTE. NEW AT&T KATHREIN 739-648 NEW AT&T KATHREIN 739-648 ANTENNA TO BE ADDED TO ANTENNA TO BE ADDED TO FENCE NOTE: CURRENT ANTENNA FENCE NOTE' X X CURRENT ANTENNA CONFIGURATION CONFIGURATION PROPOSED W-0" HIGH PROPOSED 6'-0" HIGH T.O. OF NEW AT&T ANTENNA CHAINLINK FENCE SHOWN T.O. EXISTING AT&T ANTENNAS T.O. OF NEW AT&T ANTENNA CHAINLINK FENCE SHOWN T.O. E%ISTING AT&T ANTENNAS 130'-B� CASHED IN ELEVATIONS FOR 1}�•_p• ---- 130'-B' DASHED IN ELEVATIONS FOR 1}1'_p- CLARITY CLARITY EXISTING AT&T ANTENNAS I C.l OF NEW & EXISTING AT&T ANTENNA � C.L. OF EXISTING AT&T ANTENNAS C.L. OF NEW &EXISTING AT&T ANTENNA 128'-6' 128'-6" 128'-6' 128'-6" B.O. E%ISTING AT&T ANTENNAS B.O. OF NEW AT&T ANTENNA 8.0. E%ISTING AT&T ANTENNAS B.O. OF NEW AT&T ANTENNA 126'-0 126-4� 126'-D' _ 126'-4" C.l. OF EXISTING AT&T 6'0 MICROWAVE DISH l- C.L. OF E%ISTING Ai&1 6'0 MICROWAVE DISH EXISTING AT&T ANTENNA 122'-0" 122'-0" TO REMAIN (TYP OF 9) EXISTING AT&T 6'0 EXISTING AT&T fi 0 " MICROWAVE DISH - MICROWAVE DISH NEW (6) RUNS OF 1-1/4" COAX 9 (2) RUNS PER SECTOR TO FOLLOW Ei EXISTING COAX ROUTE NEW (6) RUNS OF 1-1/4" COAX 9 (2) RUNS PER SECTOR TO FOLLOW E) , EXISTING COAX ROUTE C.L. OF EXISTING AT&T 6'0 MICROWAVE DISH L.L. OF EXISTING AT&T 6'0 MICROWAVE DISH 94'-0" 94'-0" _ EXISTING AT&T 6'0 EXISTING AT&T 6'0 MICROWAVE DISH MICROWAVE DISH I. EXISTING 150'-0" EXISTING 150'-0" LATTICE TOWER LATTICE TOWER EXISTING AT&T ICEBRIDGE oj EXISTINGAT&T EXISTING METER EXISTING METER - 26'-fi x10'-1D EQUIPMENT SHELTER EXISTING AT&T 26'-6"x 10'-10" EOUIPMENT SHELTER EXISTING GENERATOR EXISTING AT&T CEBRIDGE EXISTING CONCRETE RECEPTACLE STOOP EXISTING 6'-0 EXISTING 6'-0' HIGH CHAIN INK EXISTING CONCRETE HIGH CHAINLINK FENCE STOOP FENCE 1 OCRADE I I ' D0E.. OGR._A0D.E. G—Do D OA 44'8'scAvB-ro aXsscALE -T-0 NORTH ELEVATION P SCALE 2EAST ELEVATION XlSCALE/w-P-0 AT&T COOU DURHAM/DAYTON 9039 EQUON ROAD DURHAM, CA 95938 LATTICE TOWER/SHELTER 10/27/2004 CONSTRUCTION -RFV_-=r)ATR nFSCRIPTInN• RYC Q 10/24/2004 ISSUED FOR 90% CD REVIEW }DM Q 10/27/2004 ISSUED FOR CONSTRUCTION UDM ANTENNA INSTALLATION WITH MANUFACTURERS SPECIFICATIONS AND CONSTRUCTION MANAGER ANTENNA KATHREIN 739-648 1 WIND AREA = 3.65 SO.FT. WEIGHT = 30.86 LEIS (14 KG) 1 ANTENNA MOUNTING DETAIL 2 ANTENNA DETAIL 4 3 NEW COAX ROUTE TO MARKING LOCATIONS POS 7 SECTOR A POS 9 TOTAL NEW POS II POS 12 SECTOR AZIMUTH =80' ANTENNA MODEL EXISTING ANTENNA MODEL 10.31" KATHREIN ALLCON EXISTING IL 1 ,b OPTIONAL DOWNTILi 739-648 7262.02 T.B.D. RED ANTENNA 1 EXISTING i NEW 1 EXISTING NOTE: 1 NEW BRACKET POS 14 POS 15 POS 16 POS 17 POS 18 CEAD N ER 128'-6" 128'-6' SECTOR C 128'-6' (1) EXISTING 1-1/4- DOWN TILT 0' 0' 0' 0' FOUR CABLE SIZE 1. DRAWING SCHEMATIC ONLY TYPICAL OF EACH ANTENNA, VERIFY WITH FINAL RF GAMMA (2) NEW 1-1/4- (1) EXISTING 1-1/4" (1) EXISTING 1-1/4" 2 NEW CABLE LENGTH ANTENNADATA 140'-O't 140'-0"t 140'-0"t 280'-O't SHEET. 1-6 POS 3 POS 4 POS 5 POS 6 SUPPORT PIPE - 18 5 d GAMMA, C, Z ONE TWO THREE FOUR FIVE SIX 1 2 3 4 6 a z GREEN GREEN GREEN GREEN POS 19 POS 20 POS 21 2. CONTRACTOR TO VERIFY NEED FOR DUPLEXER/DIPLEXER AND VERIFY WITH 17 POS 23 POS 24 SECTOR NTE BRACKET FINAL RF DATA SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR 7 ONE TWO THREE FOUR BY ANTENNA BY MANUFACTURER SIX YELLOW YELLOW INFORMATION ONLY). 16 YELLOW YELLOW YELLOW $ 3. CONTRACTOR TO VERIFY NEED FOR TMAS AND VERIFY WITH FINAL RF DATA 15 o SECTOR B 9 SECTOR A SHEET PRIOR TO INSTALL (SHOWN ON SCHEMATIC FOR INFORMATION ONLY). 14 BETA ALPHA PANEL ANTENNA (TYP) �^ 13-18 t 0 7-12 VERIFY WITH RF DATA 13 SHEET 12 11 NOTES PIPE MOUNT (TYP) �"m 1).THE NUMBER OF ,� VALMONT MICROFLECT CONNECTORS WILL VARY ,p 1 PART #81478 OR BASED ON ANTENNA TYPE. PARTS: APPROVED EQUAL KT -739-664 - NOT ITEM QTY DESCRIPTION (NP) VERIFY FINAL SITE CONFIGURATION WITH RF DATA SHEET/ 1 I KATHREIN 738546 BRACKET ENGINEER. A 2O 1 (OR Lo ul 738546 - IF NO DOWNTILT BT FRONT SIDE PERSPECTIVE ANTENNA POSITION AND CABLE DEFINITION CONTRACTOR TO VERIFY EXACT PARTS LIST AND ANTENNA INSTALLATION WITH MANUFACTURERS SPECIFICATIONS AND CONSTRUCTION MANAGER ANTENNA KATHREIN 739-648 1 WIND AREA = 3.65 SO.FT. WEIGHT = 30.86 LEIS (14 KG) 1 ANTENNA MOUNTING DETAIL 2 ANTENNA DETAIL 4 3 NEW COAX ROUTE TO FOLLOW [E] ROUTE (2 NEW 1-1/4" RUNS) 5 BT BULKHEAD 5 CABLE MARKING COLOR CONVENTION TABLE MARKING LOCATIONS POS 7 SECTOR A POS 9 TOTAL NEW POS II POS 12 SECTOR AZIMUTH =80' ANTENNA MODEL EXISTING ANTENNA MODEL EXISTING KATHREIN ALLCON EXISTING TWO MANUFACTURE T.B.D. 739-648 7262.02 T.B.D. RED ANTENNA 1 EXISTING i NEW 1 EXISTING 1 EXISTING 1 NEW QUANTITY POS 14 POS 15 POS 16 POS 17 POS 18 CEAD N ER 128'-6" 128'-6' 128'-6" 128'-6' (1) EXISTING 1-1/4- DOWN TILT 0' 0' 0' 0' FOUR CABLE SIZE (1) EXISTING 1-1/4" (2) NEW 1-1/4- (1) EXISTING 1-1/4" (1) EXISTING 1-1/4" 2 NEW CABLE LENGTH 140'-O"t 140'-O't 140'-0"t 140'-0"t 280'-O't FOLLOW [E] ROUTE (2 NEW 1-1/4" RUNS) 5 BT BULKHEAD 5 CABLE MARKING COLOR CONVENTION TABLE MARKING LOCATIONS POS 7 POS 8 POS 9 POS 10 POS II POS 12 SECTOR BEFORE ANTENNA ANTENNA MODEL EXISTING KATHREIN ALLGON AFTER TMA (AS NEEDED) 3. ALPHA, A, X ONE TWO THREE FOUR FIVE SIX 1 NEW i EXISTING RED RED RED RED RED RED NOT USED POS 13 POS 14 POS 15 POS 16 POS 17 POS 18 SECTOR B 0' 0' 0' CABLE SIZE (1) EXISTING 1-1/4- (2) NEW 1-1 /4' (1) EXISTING 1-1/4" BETA, B. Y ONE TWO THREE FOUR FIVE SIX BLUE BLUE BLUE BLUE BLUE BLUE POS 1 POS 2 POS 3 POS 4 POS 5 POS 6 SECTOR GAMMA, C, Z ONE TWO THREE FOUR FIVE SIX GREEN GREEN GREEN GREEN GREEN GREEN POS 19 POS 20 POS 21 POS 22 POS 23 POS 24 SECTOR DELTA, D, W ONE TWO THREE FOUR FIVE SIX YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW NOTE: JUMPER CABLE (TYP) 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE" 8 (EXAMPLE SECTOR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). II MALE (TYP) 8 2. THE STANDARD CABLE MARKING TAPE IS BASED ON THE "4 NEMA" COLORED TAPES - RED, BLUE, GREEN AND YELLOW. FEMALE (TYP) BTS 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET EOUIPMENT COLOR CODING. 4. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR TYPICAL ANTENNA / SECTOR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. CABLE MARKING TAGS NOTE: IF THERE IS NO EXISTING COLOR CODING REFER TO WNS-217 ALL RF CABLE SHALL BE MARKED AS PER CABLE BRASS TAG MARKING LOCATIONS TABLE BELOW: LOCATIONS PER ABOVE DIAGRAM CABLE MARKING LOCATIONS SECTOR B TAPE TOTAL NEW LOCATIONS 1. AZIMUTH = 320' X BEFORE ANTENNA ANTENNA MODEL EXISTING KATHREIN ALLGON AFTER TMA (AS NEEDED) 3. MANUFACTURE 7.8. D. 739-648 7262.02 T.8.0: X ANTENNA 1 EXISTING 1 NEW i EXISTING 1 EXISTING 1 NEW QUANTITY 6. X NOT USED CEAD N ER 128'-6" 128'-6" 128'-6" 128'-6" 8. DOWN TILT 0' 0' 0' 0' CABLE SIZE (1) EXISTING 1-1/4- (2) NEW 1-1 /4' (1) EXISTING 1-1/4" (1) EXISTING 1-1/4" 2 NEW CABLE LENGTH 140'-0"t 140'-0"t 140'-0't 280'-O'3 FEMALE (TYP) BTS 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET EOUIPMENT COLOR CODING. 4. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR TYPICAL ANTENNA / SECTOR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. CABLE MARKING TAGS NOTE: IF THERE IS NO EXISTING COLOR CODING REFER TO WNS-217 ALL RF CABLE SHALL BE MARKED AS PER CABLE BRASS TAG MARKING LOCATIONS TABLE BELOW: LOCATIONS PER ABOVE DIAGRAM CABLE MARKING LOCATIONS SECTOR C TAPE TOTAL NEW LOCATIONS 1. AZIMUTH -200' X BEFORE ANTENNA ANTENNA MODEL EXISTING KATHREIN ALLGON AFTER TMA (AS NEEDED) 3. MANUFACTURE T.B.D. 739-648 7262.02 T.B.D. X ANTENNA 1 EXISTING 1 NEW 1 EXISTING 1 EXISTING 1 NEW QUANTITY 6. X NOT USED RAD CENTER 128'-6" 128'-6' 128'-6" 128'-6" 8. DOWN TILT 0' 0' 0' 0' CABLE SIZE (1) EXISTING 1-1/4" (2) NEW 1-1/4" (1) EXISTING 1-1/4" (1) EXISTING 1-1/4" 2 NEW CABLE LENGTH 140'-0"t 140'-O't 140'-0"t 140'-0"t 280'-0"t FEMALE (TYP) BTS 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET EOUIPMENT COLOR CODING. 4. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR TYPICAL ANTENNA / SECTOR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. CABLE MARKING TAGS NOTE: IF THERE IS NO EXISTING COLOR CODING REFER TO WNS-217 ALL RF CABLE SHALL BE MARKED AS PER CABLE BRASS TAG MARKING LOCATIONS TABLE BELOW: LOCATIONS PER ABOVE DIAGRAM CABLE MARKING LOCATIONS NO. TAPE TAG LOCATIONS 1. X X BEFORE ANTENNA 2. X TDMA AFTER TMA (AS NEEDED) 3. X 1900 BEFORE TMA (AS NEEDED) 4. X X END OF MAIN COAX 5. X X INSIDE OF BULKHEAD 6. X NOT USED 7. X X NOT USED 8. X X AT BTS . CALLOUT FOR ANTENNA POSITION L CALLOUT FOR 4= TECHNOLOGY LINE BRASS TAG CABLE CODE TECHNOLOGY TYPE G9 GSM 1900 G8 GSM 850 Ug UMTS 1900 T8 TDMA 850 T9 TDMA 1900 3 1 ANTENNA SCHEDULE 4 I CABLE MARKING SCHEMATIC AND NOTES QO 10/24/2004 ISSUED FOR 90% CD REVIEW JDM QI 10/27/2004 ISSUED FOR CONSTRUCTION ,IDM NOTES: I. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS ANTENNA GROUND DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 70 ANTENNA BAR W/0 INSULATORS NOTES' BONDED DIRECTLY TO 1) ANTENNA INCLUDES A FEMALE 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD THE TOP OF TOWER. GROUND KIT (TYP) DIN CONNECTOR SHRINK SHALL NOT BE USED.SEE NOTE 1 & 2) JUMPER CABLE INCLUDES (2) -MALE MALE DIN TO ANTENNAS DETAIL 005 -. - DIN CONNECTORS CONNECTOR ■ #6 AWG (PROVIDED 3) SURGE ARRESTOR INCLUDES (2) -FEMALE FEMALE DIN WITH GROUNDING DIN CONNECTORS CONNECTOR KIT TYP) WEATHERPROOFING ANTENNA COAX CABLE INSIDE OUTSIDE RX2 TX1/RX1 KIT (TYP.) ANTENNA GROUND BAR (TYP FOR ALL) CABINET CABINET W/O INSULATORS, BONDED DIRECTLY TO THE BOTTOM Yz" JUMPER CABLE COAX JUMPER GROUND KIT (TYP.) OF TOWER SEE NOTE 1. �_ (TYP') SEE DETAIL 005 GROUND KIT (TYP.) MALE DIN ANDREW CONNECTOR CONNECTOR EXOTHERMIC WELD APTDC-BDFDF-WB SURGE ARRESTOR OR WEATHERPROOFING (/6 AWG APPROVED EQUAL MALE DIN CONNECTOR //2 AWG BCW TO BTS EQUIPMENT ((�� KIT (TYP.) SOLID TINNED VIA TRAY OR SEE NOTE 2 GRADE ICEBRIDGE ANTENNA GROUND BAR, WITHOUT INSULATORS. BONDED MAIN COAX CABLE ANTENNA CABLE GROUND RING GROUND WIRE TO BTS EQUIPMENT DIRECTLY TO TOP OF FEMALE DIN MONOPOLE OR TOWER. _ FEMALE DIN CONNECTOR (TYP.) FEMALE DIN CONNECTOR CONNECTOR NOT MALE DW CONNECTOR __� __ — 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND )4" JUMPER TO BE PROVIDED AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. INSTALLED BY CONTRACTOR 1 CONNECTION DETAIL 2 NOT USED 3 TOWER GROUNDINGS 4 CONNECTION DIAGRAM1 rAi 5 b6 AWG FROM 2 ANTENNA CABLE 4 0 12" TO 24" GROUND KIT � 3ANTENNA CABLE/ 0 7/16" 2 GROUND BAR - - ON WALL, ICE ° I - - BRIDGE. FLOOR 3 �0 0 0 0 1 SEE DETAIL 005 WEATHERPROOFING KIT I 2 1/2"v MAX. OR ON ANTENNA o o (SEE NOTE 3) TOWER 1 CABLE GROUND KIT LEGEND #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) 1- COPPER GROUND BAR'(• "X 4"X 20". NEWrON INSTRUMENT CO. (SEE NOTE 1 & 2) O QO QO O O O O CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL QO O O O O O O O O QO VARY BASED ON NUMBER OF GROUND CONNECTIONS) CONNECTION OF CABLE GROUND KIT TO OO 2- INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-4 OR EQUAL ANTENNA CABLE 3- 5/8" LOCKWASHERS. NEWTON INSTRUMENT CO. NOTES: •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i DISCREPANCIES. THREADED MTS CB -78L (OR - I1• ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN PLATE APPROVED EQUAL) 4. MINIMIZE DISRUPTION TO EXISTING SERVICES WHERE NEW WIRING WILL BE INTERUPPTING SHORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHICH THEY MTS CB -158L COAX BLOCK VIEW A CONNECTED TO THE EXISTING. ARRANGE WITH THE OWNER FOR A SHUTDOWN MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10.000 A.I.C. (OR APPROVED EQUAL) PERIOD SATISFACTORY TO BOTH PARTIES. MTS CB -78L (OR 12. ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. ' p'APPROVED EQUAL) 5. ALL WIRING SHALL BE SIZED AS INDICATED, WITH A MINIMUM 600V THHN 0 - INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM #12 13. PROVIDE A SEPERATE GROUND WIRE IN ALL RACEWAYS AND CABLES. PROPOSED COAX AWC THHN AND MINIMUM #10 AWG OVER 75 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED IN EMT UNLESS OTHERWISE NOTED. CONCEALED 14. ALL EXPOSED CIRCUITS SHALL BE ALIGNED WITH EXISTING EQUIPMENT AND MTS CB -158L COAX AC -90 CAN BE USED FOR DROP DOWNS FROM OUTLET TO EQUIPMENT AND IN STRUCTURAL ELEMENTS. CONDUITS SHALL NOT BE RUN PARALLEL TO HOT WATER BLOCK (OR APPROVED PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY BE OR STEAM LINES. WHERE THE CONDUITS CROSS OVER EXISTING CONDUITS OR ICE BRIDGEEQUAL) RUN UP TO 20 FEET IN CEILING SPACE. ALL AC -90 AND CONDUIT SHALL BE LINES. THE CONDUITS SHALL BE FASTENED WITH A 4" SEPERATION, MINIMUM. SUPPORTED AS HIGH AS POSSIBLE ABOVE CEILING TO ALLOW REMOVAL OF ALL VI *FUTURE COAX CEILING TILES AND LUMINARIES ETC. CABLES ARE NOT PERMITTED TO REST UPON 15. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE SUSPENDED CEILING. UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/ RENOVATION. 6. ALL WIRING, DEVICES AND EQUIPMENT SHALL BE NEW AND UL APPROVED. EQUIPMENT OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. \e COAX SIZE MANUFACTURER 7. THOROUGHLY INVESTIGATE ALL EXISTING PANELBOARD(S) INVOLVED WITH THE M75 PROJECT AND DETERMINE WHICH CIRCUITS SERVE THE AREA OF THIS PROJECT. 17/8 1 _CBL ENSURE CIRCUIT CONTINUITY OF ALL EXISTED AREAS ARE NOT AFFECTED BY THE COAXIAL CABLING t 5/8" 1 CB -158L PROJECT. 9 COAX TOWER DETAIL l 10 ELECTRICAL SPECIFICATIONS 12 NOT USED SNS: AT&T C008 DURHAM/DAYTON 9039 EQUON ROAD DURHAM, CA 95938. LATTICE TOWER/SHELTER 10/27/2004 CONSTRUCTION :=DA QO 10/24/2004 155UED FOR 90% CD REVIEW JDM QI 10/27/2004 ISSUED FOR CONSTRUCTION JDM Architects — Engineers, P.C. ■. ' I I 4720 200TH R98036, SUITE 200 WA PHONE: (425) 670-8651 KDC FAIL. (425) 712-0846 YY=1NJ t KtY: KtU bT: Architects — Engineers, P.C. ■. ' I I 4720 200TH R98036, SUITE 200 WA PHONE: (425) 670-8651 KDC FAIL. (425) 712-0846 Page 1 of 1 Betts, Steve From: Betts, Steve Sent: Monday, November 15, 2004 11:52 AM To: 'rochelle.harry@sbcglobal.net' Subject: Durham Dayton C008 and Ophir Road C005 sites Rochelle, I reviewed your requests for swapping out of antennas at the above to referenced sites. The Ophir Road C005 site plan shows that you want to swap out three existing antennas with three new antennas. Butte County Code Section 24-262(c)(5) allows for the replacement of existing facilities, provided that such replacement does not involve modifications to the facility which add height, changes the appearance, in a visually or physically obtrusive manner, or increases its effective radiated power. It is obvious that the new antennas would not add height to the tower and would not significantly change the visual appearance of the existing facility. However, you did not provide us with any information as to if the new antennas would cause an increase in the effective radiated power. In order for us to approve the replacement antennas, we require documentation from a registered electrical engineer certifying that the new antennas would not cause an increase in effective radiated power. The antenna layout for the new antennas on the Durham Dayton C008 facility does not appear to be correct. The antennas to be replaced are not marked as such on Page Al. Maybe I am missing something? It looks to me like the antennas to be removed are not indicated as such on the site plan. Unless I am misreading the site plan, we will need a revised site plan that clearly shows what antennas are to be replaced. Maybe you just need to explain it to be. As is the case for the Ophir Road facility, we will need documentation from a registered electrical engineer certifying that the new antennas would not cause an increase in effective radiated power. Once I have received the above items, I will bring your proposed changes to the attention of our Planning Manager or the Director of Development Services. They are the only ones who can approve of the replacement. If you have any questions please don't hesitate to call me or send me an e-mail Steve Stephen Betts Senior Planner Butte County Planning Division 7 County Center Drive, Oroville, CA 95965 Desk (530) 538-7153 Fax (530) 538-7785 11/15/2004 �--� Page 1 of 2 Betts, Steve From: Rochelle Harry [rochelle.harry@sbcglobal.net] Sent: Monday, November 15, 2004 12:27 PM To: Betts, Steve Subject: Re: Durham Dayton C008 and Ophir Road C005 sites Thank you Steve. I will get you the engineer for both sites. It was my understanding this woul only be required for a substantial compliance. For C008, the shaded antennas on Al in the lower right hand corner are the ones to be replaced. The far right one is captioned with a replacement --this is true for all three shaded antennas. Please give me a call at your convenience to discuss if it is still unclear (916.801.3178). When do you anticipate an approval on these? Can I file Building Permit "at risk" while zoning review is wrapping up? I could drive up the angineer reports to you the same day and file for Building Permit. thanks, Rochelle "Betts, Steve" 4SBetts@buttecounty.net> wrote: Rochelle, I reviewed your requests for swapping out of antennas at the above to referenced sites. The Ophir Road C005 site plan shows that you want to swap out three existing antennas with three new antennas. Butte County Code Section 24-262(c)(5) allows for the replacement of existing facilities, provided that such replacement does not involve modifications to the facility which add height, changes the appearance, in a visually or physically obtrusive manner, or increases its effective radiated power. It is obvious that the new antennas would not add height to the tower and would not significantly change the visual appearance of the existing facility. However, you did not provide us with any information as to if the new antennas would cause an increase in the effective radiated power. In order for us to approve the replacement antennas, we require documentation from a registered electrical engineer certifying that the new antennas would not cause an increase in effective radiated power. The antenna layout for the new antennas on the Durham Dayton C008 facility does not appear to be correct. The antennas to be replaced are not marked as such on Page Al. Maybe I am missing something? It looks to me like the antennas to be removed are not indicated as such on the site plan. Unless I am misreading the site plan, we will need a revised site plan that clearly shows what antennas are to be replaced. Maybe you just need to explain it to be. As is the case for the Ophir Road facility, we will need documentation from a registered electrical engineer certifying that the new antennas would not cause an increase in effective radiated power. Once I have received the above items, I will bring your proposed changes to the attention of our Planning Manager or the Director of Development Services. They are the only ones who can approve of the replacement. If you have any questions please don't hesitate to call me or send me an e-mail. Steve Stephen Betts Senior Planner Butte County Planning Division 7 County Center Drive, Oroville, CA 95965 11/15/2004 Page 2 of 2 Desk (530) 538-7153 Fax (530) 538-7785 i Rochelle Harry Site Acquisition Specialist SRES, Inc. i /916.801.3178 ,r 11/15/2004 ATST December 5, 2004 Butte County Planning Department Reference: AWS/Cingular Site C008 Durham/Dayton Sir, AWS/.Cingular is performing and upgrade to the site referenced above. The upgrade requires replacing existing antennas with new antennas. An RF study has been prepared. The new antenna, model number Kathrein 739-664 do not emit any more RF energy than the old antenna, model number SC 1001.3 -DIN. The attached RF emission data supports this conclusion. Thank you very mu h for your consideration -of this matter, R. Reed Wilson Growth Project Manager BSEE/MSEE Cingular Wireless (formerly AT&T Wireless) 1�39 Recycled Paper Antenna System One utile Vats An— Mena— (soar%6ne:nou) A I6DDa.S.yBIBmSWO F e,p He MHi Uncontrolled MPE Result degree. 10000 .. .......100%dCmomed Lmtll '100%dUncarrta0ed FCC LbNI 10000 Machenical dawn 011 ....100%dConbose0lonil •100%dVrmntraOeE FCC Lb,W loo0o MHc. A—lien dB 0 Antenna Gam dad 13 Height of 'IdUr-nUoe0 ml MP E a d Channel. 0 - - 6%dUrcmba0ed FCC LmdI Max ERF/Ch - 0%dUxonlle0ed FCC Lhrtlt So MuP dCh In. Ant Wale ' X20 arn(.B58 fl) BS Held) (Centro d Red— feet X20 nn (.008 fl) Cebulaeso Pam (above around and wdeee feet 6 - 5% Un—linoldMPE"o0%o (eel 110.4 WO57 �Ppdkud Power Dendry a Pnedtled Poem Densly � —20 cnnl (O BSB fl) _Predkled P— Density 1000 1000 1000 - 0.1 — _ _ E loo 0.1 1 10 100 laoo 10000 E too Horizontal Distance from Antenna, it I w 100 a - - 3 3 10 10 b 10 . p O s 0.1 0.1 — I 0.1 . 0.01. 0.01 0.1 1 10 100 low 10000 0.1 1 10 100 taco 10000 0.01 Horizontal Distance from Antenna, It Horizontal Distance from Antenna, fl 0.1 1 10 Horizontal Distance 100 1000 Iowa From Antenna, It Antenna System One Sector. SI -88X Azimuth: 80 BSO A09. 1900 Dedba Allen ARK Antenna System Two utile Value An— Mena— (soar%6ne:nou) Aero F e,p He MHi aw H.d—w degree. 100 Antlnna Modal No MPE leve SC10013 Machenical dawn 011 dgsz,a,l 0 MHc. A—lien dB 0 Antenna Gam dad 13 Height of feel 7.2 a d Channel. 0 B Max ERF/Ch Wines So MuP dCh In. Ant Wale 2.508 BS Held) (Centro d Red— feet IM Cebulaeso Pam (above around and wdeee feet 6 DLstaMe pAni�,,, (eel 110.4 WO57 YIN? Sector. SI -88X Azimuth: 80 BSO A09. 1900 Dedba Allen ARK Antenna System Two Ant System TWO Owner. AWS-CbguladGSM1900 Sector. C008 A Azimuth 80 Antenna System Three Ant System THREE Owner: AWS-Cb)gular/GSMB50 Sector: C008X Azimuth 80 Number of Antenna Systems: 3 anile Va . An--Mandad m (soar%6ne:nou) Aero F enc Band MHz 1900 Hod=tel B.—Ift ee 100 Anon ,Madel No. MPE leve 7262 02 1000 Meehink kions Wts ee 0 Mies. A—minion ds 0 Antmop Gem dad 14 H ld feel 4.3 aof Channele e 2 Max ERP/Ch Was. 150 Max Pwr/Ch lnm Ant We. 5.972 BS He0 (Centro d Radiata, feel 120 Cab d-Pdn lab— on -1 roof modem feet 6 Distance W Ani„ feet 111.66 WGS7 YNi Ant System TWO Owner. AWS-CbguladGSM1900 Sector. C008 A Azimuth 80 Antenna System Three Ant System THREE Owner: AWS-Cb)gular/GSMB50 Sector: C008X Azimuth 80 Number of Antenna Systems: 3 Antenna System Three Meats FCC Controlled Limits for ALL Antennas Systems (soar%6ne:nou) anbobed LMVUrcarb.(Wd FCC Lmdt Meets FCC Uncontrolled Limits for ALL Antenna Systema. (too%tnremdd) 1 / Vir1D n �11� I �� �� Meets 5% of the FCC Uncontrolled Limits beyond (5%IhreslmM)Wb ,/Y/\ O�I�// 'Ir/1l No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Den.iy EE Proem Densly OMH MU WI t damn feet 'Moo - r � Madmom Power 0.15 0.0 IMI 1,508.71 turps lows, Man Me MPE Ilndt Ip umm�ho0ed environment V ./�Aw1� lePowm ERP - 1,050.00 Wee. 10 I / e k Site m: C008- Current Antenna Configuration Performed By: C. George Site Name: DurhamlDayton Location: Dudtam, CA Date: 11232004 f Y{ / p>/Site Site 10: C008- Current Antenna Configuration > Performed By: C. George Site Nacre: Durham/Dayton Site Location: Durham, CA Date: 1123/2004 Page 2 AWS Version: MPE1Q608 Antenna System Three 10000 anbobed LMVUrcarb.(Wd FCC Lmdt cantraOedFCC LhNt fl)Poem Den.iy EE a 100 - r � 10 0 a 1 0.1 0.1 1 10 100 laoo 10000 Horizontal Distance from Antenna, it Site 10: C008- Current Antenna Configuration > Performed By: C. George Site Nacre: Durham/Dayton Site Location: Durham, CA Date: 1123/2004 Page 2 AWS Version: MPE1Q608 Amorma System One e0ove tsouM on leer I fi vert alawrlr ��� vwrrol: r .r�.uiNunut r �rvn Sector: S1 -8S Y Azimuth: 320 950 AO2on 1(x10 De ASen ARC Ke6velo Antenna System Two Ant System TWO Owrer. AWS-CNularlGSM19W Sector: C008 B Azimuth 320 Antenna System Throe nx+marr�arrc��� Ant System THREE Owrer. AWS-CblgularlGSM850 Sector: C008 Y Azimuth 320 Number of Antenna Systema: 3 rm.Sxetem- (500%6ueshoM) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%thn andd) Allteare Sverem Two (5%Nreahod) No Further RF Exposure Analysis Required, all antennas meet Uncontrolled MPE Result %of Unoa10o�ed FCC LLrdt 10000 1000 • • • •. • X20 �ReNceed •100%0l ConeoOed UMI 100 % etU—,tlo0ed FCCUrrh 5%af UnoontraOad FCC L6Nt em 4658 fl) Paver Dene 100W Iwo ,,,'100%ot ConeoOed LIaO •100 %al UrKontroOed FCC LloG 5%ol UrKontroOed FCC LNG 20 an 46511 fl) Pradicad Power Oenvity 10000 1000 —_- — _ I -- "'100%ot CaneoOed LlMt '100%otUnaon0o5ed 5%ol Uncan0a0ed MPE —20 em (0.65s fl) �Pradkted Powa Density MPE +o 100 0 �E 100 `m W 100 1 a j 0.1 --�—� 3 3 _ _ _ _ _. _ _ _ _ 0.1 1 10 100 +000 10000 Horizontal Distance from Antenna, fl 10 is I a 10 $ -� 0.01 0.01 I '0.1 1 10 100 1000 10000 0.1 1 10 100 1000 10000 0.01 Horizontal Distance from Antenna, fl Horizontal Distance from Antenna, fl 0.1 1 10 Horizontal Distance 100 1000 10000 From Antenna, fl Amorma System One e0ove tsouM on leer I fi vert alawrlr ��� vwrrol: r .r�.uiNunut r �rvn Sector: S1 -8S Y Azimuth: 320 950 AO2on 1(x10 De ASen ARC Ke6velo Antenna System Two Ant System TWO Owrer. AWS-CNularlGSM19W Sector: C008 B Azimuth 320 Antenna System Throe nx+marr�arrc��� Ant System THREE Owrer. AWS-CblgularlGSM850 Sector: C008 Y Azimuth 320 Number of Antenna Systema: 3 Meets FCC Controlled Limits for ALL Antennas Systema (500%6ueshoM) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%thn andd) Meets 5% of the FCC Uncontrolled Limits beyond (5%Nreahod) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Power Den WN IIH— Diet W/cmr or 011. feet Mawiaua Power Dene 0.15 0.02 1200.00 a.50&74 tl .. lower Nan the MPE "t to 1.ao0ed enWranment lo Powe ERP w 1,0550.00 Waft Site ID: Cooll- Current Antenna Conf4luration Performed By: C. George Site Nacre: DurhantlDayton Site Location: Durham, CA Date: 1123!2004 Site ID: COOS - Current Antenna Conflgura Tori Performed By: C. George She Name: DudtamlDayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ508 Antenna System Three __ „""' too" of Contro0e0 UMI 10000 '100 % of Urxa16a0ed FCC LWO %of Unoa10o�ed FCC LLrdt 20 cm (es' fl) �Predlebd Powm Dene 1000 l u 100 _ +o 0 `m 1 a j 0.1 0.01 0.1 1 10 100 +000 10000 Horizontal Distance from Antenna, fl Site ID: COOS - Current Antenna Conflgura Tori Performed By: C. George She Name: DudtamlDayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ508 10000 1000 unto teamSvntem.Om •......100%dCaniroOed T'100 - - X20 �Predicod Lbnit % d Unrmtrc0etl fCC S%of UnconboOed FCC LImH an(.858 a) Pw.m Dendry Meets FCC Uncontrolled Limits for ALL Antenna Systems. 10000 1000 F— fiend testa&1mtflDLLwe x•"•'•'100%of ConboOed LOnit •100 % M Uncantra0ed FCC LLNt - S%dUxartroOed FCC LOniI j X20 em (.849 a) I �Predlcod Poser Deneiry 10000. 1000 Hodmntel It a Uncontrolled ___.._..,_-.._..,,._.._--. - MPE Result LIMI 1000 SC10013 Mx anlcal down o, "' 100%of CantroOed LLNt •100%ot Uneentralbd MPE - • 2oM(o7VoWMPE —20 on (0.848 a) �Predlcod Pov,m Denary MI-, Aamiueton de 0 Anonns Coln dad 13 M' td feet 7.2 0 of Ch.nn.o 0 1D Max ERP/Ch Went 50 E IN �E too w tso a as Helm (Center of Redtotor foal I.10 CakWelbn Poin (.ewe ownd roof orface foal 0 DletowetoAnl�„ feel 110.4 WOS7 YM7 10 £ �^ 10 - b 10 ,l i 0.1 - I 0 s 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, it 7 0.1 0.1 ' 0.01 o.ot 0.1 1 10 cos 1010 twoo 0.1 1 10 100 1000 t00a0 0.01 - Horizontal Distance from Antenna, R Horizontal Distance from Antenna, it 0.1 1 10 Horizontal Distance 100 1000 10oco From Antenna, ft Antenna System One Ant System ONE Owner. AWS-CingulwfTDMA Sector. S1 -88Z Azimuth: 200 850 ABpon 1000 Dedhel Allen ARC Ketlnem Antenna System Two unto value An— Manufalurer Meets FCC Uncontrolled Limits for ALL Antenna Systems. Alk— aronFr F— fiend MHc e50 Hodmntel It a WO Anson. Mo No. 1000 SC10013 Mx anlcal down o, 0 MI-, Aamiueton de 0 Anonns Coln dad 13 M' td feet 7.2 0 of Ch.nn.o 0 1D Max ERP/Ch Went 50 Max Pwr/Ch Into Ant Wem 2.508 as Helm (Center of Redtotor foal I.10 CakWelbn Poin (.ewe ownd roof orface foal 0 DletowetoAnl�„ feel 110.4 WOS7 YM7 Ant System ONE Owner. AWS-CingulwfTDMA Sector. S1 -88Z Azimuth: 200 850 ABpon 1000 Dedhel Allen ARC Ketlnem Antenna System Two Ant System TWO Owner. AWS-CinAular/GSM1900 Sector. C008C Azimuth 200 Antenna System Three Ant System THREE Owner. AWS-C&Vulwf/GSM850 Sector: C008 Z Azimuth 200 Number of Antenna Systems: 3 unit Value Antons Mewf— Meets FCC Uncontrolled Limits for ALL Antenna Systems. Alk— aronFr R— enc B.W MHz 1900 Hodontet Sawn id 100 Anton Model No, 1000 7:82 02 woo Me ' Yel dean wte 0 Mlu. Atl ..§on da 0 A.— Geo d8d 14 H td feet 4.3 0&Chennale 0 2 Mu ERPICh we. 150 Mex PW/Ch Into Ant Were, 5.972 SS Heid (Cantor of ReNetor feet 1211 Calculation Poo (mwe eroune roofeud— tee, e Dlsi.ncetoAnl„m,, feet 111.95 W0S7 YM1 Ant System TWO Owner. AWS-CinAular/GSM1900 Sector. C008C Azimuth 200 Antenna System Three Ant System THREE Owner. AWS-C&Vulwf/GSM850 Sector: C008 Z Azimuth 200 Number of Antenna Systems: 3 Meets FCC Controllod Limits for ALL Antennas Systems two%INeeneie) Meets FCC Uncontrolled Limits for ALL Antenna Systems. (10o%avecnda) Masts 5% of the FCC Uncontrolled Limits beyond (5%cored w) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Paver Densly QKa Diet W/uta dlbNt feel em Power bend 0.19 0.02 1200.00 4.292.00 times xnw lower Man toe MPE antic b.—tn:0ed snvtronment o Power ERP - 1100.00 Watle Site ID: C008 - Current Antenna Configuration Performed By: C. George She Name: Durham/Dayton Site Location: Durham, CA Data: 11!23/2004 Site ID: C008 - Current Antenna Configuration ', Performed By: C. George She Name: Durham/Dayton ' Site Location: Durham, CA Date: 11/23/2004 Page 2 AWS Version: MPEHQ608 I Antonrta System Three 10000 •,,•••,100%of ConseOed l.hnti '100%of Unaontr FCC Lint - - S%d Uneo In. FCC UMI —"emI -a) 1000 �P,9 -Power Dens! v i a- 100 - - - - .— to at 1 i 0.1 I 1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, it Site ID: C008 - Current Antenna Configuration ', Performed By: C. George She Name: Durham/Dayton ' Site Location: Durham, CA Date: 11/23/2004 Page 2 AWS Version: MPEHQ608 I Antenna System One foaoreovrMj feet I 6 I Sector. Si -88 X Azimuth: 80 am Upon 1800 Dacha' AAm ARC Kathreln Antenna System Two CW,Wation Pend feet I a Ant System TWO OWner: AWS-C4lgular/GSM19W Sector. C008 A Azimuth 80 Antenna System Three Ant System THREE Ormer. AWS-Cingular/GSMSSO Sector: COOS X Azimuth 80 Number of Antenna Systems: 3 Masts FCC Controlled Limits for ALL Antennas Systems (sw%5,re ) Meets FCC Uncontrolled Limits for ALL Antenna Systeme. (too%Nrochold) Meets 5% of the FCC Uncontrolled Limits beyond (5%Nreshold) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Paww Dene1N 11H—D- 2.1155.15 1HorizDiet2,655.15 Anne lower Non Oro MPE a frr urconbe0e0 en* --t 'b Power ERP - 100.00 Waoe Site ID: C008 - Proposed Antenna Configuration Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 1123/20D4 Antenna Syatam Thr - vetem.Ow "'100%of CenOdbd LNdt 11 FCC I. "00% A 11aLTWo --- Uncontrollad --- MPE Rasull --- 10000 •••....100%dCmtroDed lbNl 100 ""'•"to%ol Canir00ed Limit 10000 """'100%ofl.I.—ted Limo '100%al UncontroOed MPE '100 %ol UrxoneeOedfCC LMit '100%of Unconbo0e0 FCC LMII 0 S% of UrabnaaOea FCC LMH 5%of Uncon0a0ed FCC LMH 5%Of ,—"W MPE 1 a " 't �perri 1.658 fl) AZO cm (.850 fl) I - - —20 (0.858 fl) �Predktad Porer Oend 0.01 �Predkted Paw DanNry 1000 1 10 100 100 1000 Horizontal Distance from Antenna, 8 �Predkte0 Porer Density 1000 1000 �7 E 100 �� +00 wiz 100 _ '^ 10 10 2 to . .. . I 0.1 - 0.01 0.01 1 10 100 1000 loom 1 'o100 1000 10000 100 100 1000 0.1 0.1 0.01 0.1 1 10 Horizontal Distance from Antenna, fl Horizontal m Antenna, It Distance from Horizontal Distance From Antenna, fl Antenna System One foaoreovrMj feet I 6 I Sector. Si -88 X Azimuth: 80 am Upon 1800 Dacha' AAm ARC Kathreln Antenna System Two CW,Wation Pend feet I a Ant System TWO OWner: AWS-C4lgular/GSM19W Sector. C008 A Azimuth 80 Antenna System Three Ant System THREE Ormer. AWS-Cingular/GSMSSO Sector: COOS X Azimuth 80 Number of Antenna Systems: 3 Masts FCC Controlled Limits for ALL Antennas Systems (sw%5,re ) Meets FCC Uncontrolled Limits for ALL Antenna Systeme. (too%Nrochold) Meets 5% of the FCC Uncontrolled Limits beyond (5%Nreshold) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Paww Dene1N 11H—D- 2.1155.15 1HorizDiet2,655.15 Anne lower Non Oro MPE a frr urconbe0e0 en* --t 'b Power ERP - 100.00 Waoe Site ID: C008 - Proposed Antenna Configuration Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 1123/20D4 Site ID: C608 - Proposed Antenna Configuration . Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 11232OD4 Page 2 AWS Version: MPEHQ608 Antenna Syatam Thr - 1000 "'100%of CenOdbd LNdt 11 FCC I. "00% - S%dU trWdFCCUWl =20 cm 4656 fl) 100 �Predlobd Power D-Wly i loo i - - 10 , 0 1 a 0.1 - 0.01 0.1 1 10 100 100 1000 Horizontal Distance from Antenna, 8 Site ID: C608 - Proposed Antenna Configuration . Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 11232OD4 Page 2 AWS Version: MPEHQ608 Antenna System One (e�,•eovu d foal I e I AM System ONE Owner. AWS•CotgulwfrDMA Sector•. S1 -88Y Azimuth: 320 850 Mean 909 D dW Abs ARC KaNreln Antenna System Two (same awns J rest I e Ant System TWO Owner. AWS-Cingulw/GSM1000 Sector. C008 a Azimuth 320 Antenna System Three as Ant System THREE Owrer: AWS-Cingular/GSM850 Sector: C008 V Azimuth 320 Number of Antenna Systems: 3 rmrLSvetmLOne (500%mroandd) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%Nredlold) Meets 5% of the FCC Uncontrolled Limits beyond AI torma-aysIom-T.w No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Uncontrolled MPE Result 10000 Predicted Powe Density .......loo%dConlndbd Lbkl 10000 3 •'•••••tno%af CdntrdOed L4Nt (0000 .:._. _.___,____,___._.__ _ - - ....:. fo ,:, 100% of CanhdOed Lbrtlt 100% df Umm�tra0e0 MPE — - - '100 %of Unmribd0ed FCC 5 %d U—t d ]e0 FCC L41d1 LbNI •100 %el Uncdnba0ed FCC L4N1- - - S %af Unemird0e0 FCC ((roll i 0 X 20 rm (.BSB fl) .. X20 an1.838 fl) o. ed MPE �Predkted Poww Dene) od �Predfcled Power Densly 0.01 20 to GN ft) 20 (0858 fl) P edicmd Power Deneey 1OW 1000 1000 0.1 1 10 loo 1000 l0000 Horizontal Distance from Antenna, it E too E 100 I i foo a% 10 •� 10 10 ' p O I $ - - - o.t on — o.t i . 0.01 0.01 i ) 0.1 1 10 loo 1000 10000 0.1 1 10 too 1000 10000 0.01 Horizontal Distance from Antenna. it Horizontal Distance from Antenna. ft 0.1 1 10 Horizontal Distance too 1000 10000 From Antenna, ft Antenna System One (e�,•eovu d foal I e I AM System ONE Owner. AWS•CotgulwfrDMA Sector•. S1 -88Y Azimuth: 320 850 Mean 909 D dW Abs ARC KaNreln Antenna System Two (same awns J rest I e Ant System TWO Owner. AWS-Cingulw/GSM1000 Sector. C008 a Azimuth 320 Antenna System Three as Ant System THREE Owrer: AWS-Cingular/GSM850 Sector: C008 V Azimuth 320 Number of Antenna Systems: 3 Meets FCC Controlled Limits for ALL Antennas Systema (500%mroandd) Meets FCC Uncontrolled Limits for ALL Antenna Systema. (100%Nredlold) Meets 5% of the FCC Uncontrolled Limits beyond (5%mreshad) No Further RF Exposure Analysis Required, all antennas meet uncontrolled MPE leve Pawn Oaedly RHoriz DIM. rW/cm limit 1 feet Me m Prows DwMry. 0.20 O.Oa 180.00 2.955.15 9— LAwr Nan the MPE Omit forunddn11akd embonmenl Power ERP)a 1.050.00 Wess Site ID: C008 - Proposed Antenna Configuration Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 1123/2004 Site m: C008 - Proposed Antenna Confguration Performed By: C. George Site Nacre: Durham/Dayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Antenna System Throe 10000- ,,,,,,'100%dConsoled Lbrdl '100 % or Uncontrolled FCC LIMI - - 5%al Umm�boOed FCC LiMI X20 crri (.858 fl) loss Predicted Powe Density E 100 3 -. - - fo — 0 o. i od 0.01 0.1 1 10 loo 1000 l0000 Horizontal Distance from Antenna, it Site m: C008 - Proposed Antenna Confguration Performed By: C. George Site Nacre: Durham/Dayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Antenna System One . I== =01 oort 1-1 I 6 I Am System ONE Owner: AWS-Gulpular/rOMA Sector: S1 -88Z Azimuth: 200 850 A00on tees Dedbd Allen ARC KaNraln Antenna System Two I move oro nd od ""I s I Ant System TWO Owner. AWS•Cingular/GSM1900 Sector: 0008 C Azimuth 200 Antenna System Three (above mourn Ant System THREE Owner. AWS-Cbvtlar/GSM850 Sector. C008 Z Azimuth 200 Number of Antenna Systems: 3 Ant— System Three Meets FCC Controlled Limits for ALL Antennas Systema xatem.0 Mesta FCC Uncontrolled Limits for ALL Antenna Systema. (100%threshold) Meets 5% of the FCC Uncontrolled Limits beyond A Dpp $yeta No Further RF Exposure Analysis Required, all antennas most uncontrolled MPE love Uncontrolled MPE Result ILNt •,' •, • •'1es% m CmtoOed L'vrvl •100%dUncantroBed FCC ILNt S%or Unconao0e0 FCC LLrtlt � p on 1.850 fl) �Pradeted Pwwr Denary 0000 1%ol 1000 • •.. • • —20 �Predicbd •100%al ControOed lLrtlt UrwanavOed FCC 5%ol Ur55III ed FCC LItnO an 46s6 fl) Powe Dend 10000 1000 10000 foes o -" 100%d (:mtro0ed LIrNt •'100%ol Uncontroaed MPE 5 %ol U—tr ftJ MPE —20 an (0.850 fl) �PredEbd Power Dena) 1 a 0.01 0.1 1 10 IN teso 10000 Horizontal Distance from Antenna, it IN E ies w 100 n a a $ f0 10 to ; 7 0.1 0.1 0.1 Ll 3 0.01 0.01 77:1 0.1 1 10 100 Iwo 10000 0.1 1 10 100 ices 10000 0.01 Horizontal Distance from Antenna, ft Horizontal Distance from Antenna, ft 0.1 1 10 Horizontal Distance 100 las 10000 From Antenna, ft Antenna System One . I== =01 oort 1-1 I 6 I Am System ONE Owner: AWS-Gulpular/rOMA Sector: S1 -88Z Azimuth: 200 850 A00on tees Dedbd Allen ARC KaNraln Antenna System Two I move oro nd od ""I s I Ant System TWO Owner. AWS•Cingular/GSM1900 Sector: 0008 C Azimuth 200 Antenna System Three (above mourn Ant System THREE Owner. AWS-Cbvtlar/GSM850 Sector. C008 Z Azimuth 200 Number of Antenna Systems: 3 Ant— System Three Meets FCC Controlled Limits for ALL Antennas Systema (500%Mred1dd) Mesta FCC Uncontrolled Limits for ALL Antenna Systema. (100%threshold) Meets 5% of the FCC Uncontrolled Limits beyond (5%tbreahald) No Further RF Exposure Analysis Required, all antennas most uncontrolled MPE love t Power Danalh AHoriz Di. Whin a111M set M.A.—P-0-0- 1 0.21 1 0.03 1 180.00 2.M.56 tvrron term Mw Te MPE O la unconotlbd environment b Power ERP . 1,100.00 Waft Site ID: C008 - Proposed Antenna Configuration Performed By: C. George Site Name: Durham/Dayton Site Location: Durham, CA Date: 1123.2004 Site ID: 0008. Proposed Antenna Configuration , Pa. fi mhed By: C. George site Nam: Durham/Dayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Ant— System Three 10000 hes%ol Controlbd LOrdt 100 % of U—tro0ed FCC Lir it _ 5%of Ui—to0ed FCCLbrA 20 an (.658 fl) tes0 �P,,dk dPower Owd ........ _.... _.. ryE too a 10 o 1 1 a 0.01 0.1 1 10 IN teso 10000 Horizontal Distance from Antenna, it Site ID: 0008. Proposed Antenna Configuration , Pa. fi mhed By: C. George site Nam: Durham/Dayton Site Location: Durham, CA Date: 11232004 Page 2 AWS Version: MPEHQ608 Nov 30 04 10:15a Rochelle I. Harry (530) 753-0551 Post -W Fax Note 7671 Date 1Yw ir„ L I 1611 # of pages To `e it From �,,� CoJ[?ept. �V'. 1 t Co. el I i Phone` ,riJ✓ Phone a� t ir.— );' -1,-i Fax k L.a _ r "' L Fax V - 1 ✓% t�ai7 Coos d t S S aFS e i��m o a. €•Q [ g •� � c� ��rg � �d , I� Vit;, a a 0 1>.s%$ 3 �`��• VI Z7 g WIT a C �aa Q P& a Dors4pvd n •. -• 8 aFS a g , I� Vit;, a a 0 1>.s%$ 3 �`��• ; Wt€€ VI Z7 g WIT a C �aa Q L LL aFS a g , Vit;, -- P.1 F Powe. De,uur„w�un' - S e 3 �p 8 A, ^ I RECEIVED NOV 3 0 2004 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES L LL P P.1 F Powe. De,uur„w�un' - S e 3 �p 8 A, ^ I RECEIVED NOV 3 0 2004 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES Nov 30 04 10:15a Rochelle I Harry (530) 753-0551. OOQ - S�N a H P—D.-4yyW ml m 3 x 9 Bila win -ACI QZQ O P a c awe s C ; i $F-d°lie Io.�g a �afwsg� n � of Biali P.2 - - Pwve� 0ene[yywkin' 3 I I g'cl5 � �vc � a � g �afwsg� n � of Biali P.2 - - Pwve� 0ene[yywkin' 3 I I g'cl5 � �vc � a � g ANaOn av,I.m Dn._ i ArOrtlea,9:al.m Two Unwnlroll.OMPEP—tot 1 ...... 100Ad Cm•dimlbN •• Mns Cab 1.— Imm 1 loam __... _._ .... Im00 ...._.. ... ..__ _.._._. _..... ' : r ..,, W% .1 Coeodd'Ww' _ •sylem nm,adtl FCCLnJI -1 y' •%%.IU ro lWFccI Y,, • _ 1 , I � ' m%dYnun.Mtl NPE S%dUneon.Mtl FCC SAdYr.mOdYditt Lan. I I lAdIMmMN%d NPE �myn("Go) I I 10 I -.0 cm MOO ------ --- dna tom I ... Imo - k i Ion ...... ...... 10 cam .II 001 oa I w Ion loon r0000� a1 r Io loo Imo 10000001.--_: O.I 1 10 100 1000 Mme iMortmtdol Olstenu from Adsme, fl Flmimntd DlCaltw fmm Antenna. Noli,..d Oide. Flom Anlenne. R Anoinna System On. Ard.—System Two Numb—I'Ardenns Systoms: D Ant byal.m ONEpmer. AWS-010adrDMA este: S1 -65Z As(Inwile 20D .mA4W 19oo Ds Asn ARC A.a.Yn AnMiu Nand AOVa NY1m.tl aanyn _ NNx t.`n A.•.w fAmd un 0 ap Y ae.n a :.83 0r :te.0 Y.uwYW . cY+ se. I. N • Jd .vr fa .d Clvnn Y. l.tl D Noeamc,, wtl. Nn YArR.VYO Arrt wtl. 2.m as ls'o (CYN d Nao''. 1.N 1:0 CYot Pd, fm.eamm od aNu 1.., thslKlbA.la., fel M. we9t YW 1a1.a3 Ant byal.m ONEpmer. AWS-010adrDMA este: S1 -65Z As(Inwile 20D .mA4W 19oo Ds Asn ARC A.a.Yn Ant System TWO0— AWS-0n9ukr1WWI900 Sector: COOS C Arinldh 200 Antsrala System Three Ane.b.dlm..eb,Y AOVa it s< P MN 10 wvmAdalw.iafl 0 ap ♦ :.83 0r :te.0 Y.uwYW Mee A.Vw.b, ® 0 �i N %r. l.tl 4.3 • d mum.11 Ma ERFXh W.0, .Ia. PWX%MbAd. Waal S.9)3 Ba Yeah (UnW O1AtlNb tw talcw..n PYn pbn•omn.e ad onf.re h.1 e• alNar. b ani. 1..1 1a1.a3 Wo51 vAP Ant System TWO0— AWS-0n9ukr1WWI900 Sector: COOS C Arinldh 200 Antsrala System Three Maeie FCC Cm ilud Umlis for ALL Antenna) SYstelns (Sm%evanda Marla FCC U—.1, ilea Limes for ALL Anblul. SYslulna. (ImAevandd) Ahab 54. of i h a FCC UncoMroson Umhs beyonJ I!A mnmOb)` No Further RF Ex"um All.lyste RaWred, all antennas mast uncontrolled MPE love PowrO.nYn pLY.,. Orst _ %dint! M1.1 0,03 Ilmm 3.I..]/ bona bate wa+M NPfi Yaifbv+tlnr.od tlAmnwY,t L'A Pew 6RP ^ 10mW IYam SM. 10: 0005- Curreel Ardwuu CoHqunaien Peflo.med BY: C. Goolgo Sib Name; OPhb Rd Ste Location: OovTte, CA Dab: 1112W2004 nee int. • ,,•IonA01Cma0sa wlW i '1m%etdLUwl _�AaU—� wroFCC teYl I I � 8 And SYstsrn THREE(TYnar. AWSL(ngutadGSMM I 1 Seats: COOS Z obI AzWdM 200 I 9.1 1 10 1m lam loom Mol Otvanm from ANelme, R SM. Uk CODS- CNrrom Antenna Cofrteurelbn Portafined By: C. Goolgo SR. Name: Ophir Rd SM Location: Oroville, CA Oals•. I W.V2004 Page 2 AWSYerslon: MPE 75(5 WE, 'NOCAR—�71�]IT• �i Maeie FCC Cm ilud Umlis for ALL Antenna) SYstelns (Sm%evanda Marla FCC U—.1, ilea Limes for ALL Anblul. SYslulna. (ImAevandd) Ahab 54. of i h a FCC UncoMroson Umhs beyonJ I!A mnmOb)` No Further RF Ex"um All.lyste RaWred, all antennas mast uncontrolled MPE love PowrO.nYn pLY.,. Orst _ %dint! M1.1 0,03 Ilmm 3.I..]/ bona bate wa+M NPfi Yaifbv+tlnr.od tlAmnwY,t L'A Pew 6RP ^ 10mW IYam SM. 10: 0005- Curreel Ardwuu CoHqunaien Peflo.med BY: C. Goolgo Sib Name; OPhb Rd Ste Location: OovTte, CA Dab: 1112W2004 nee int. • ,,•IonA01Cma0sa wlW i '1m%etdLUwl _�AaU—� wroFCC teYl I I � 8 And SYstsrn THREE(TYnar. AWSL(ngutadGSMM I 1 Seats: COOS Z obI AzWdM 200 I 9.1 1 10 1m lam loom Mol Otvanm from ANelme, R SM. Uk CODS- CNrrom Antenna Cofrteurelbn Portafined By: C. Goolgo SR. Name: Ophir Rd SM Location: Oroville, CA Oals•. I W.V2004 Page 2 AWSYerslon: MPE 75(5 Nov 30 04 10:15a Rochelle I. Harry (530) 753-0551 41 o s � KM x c¢ b C'¢¢ •a'�J 'g s P;2 ;�y 9 ¢4�� ipB as 6i a gs r B a � 3 0 p.4 P— Demityy,WDrr KM b •a'�J 'g P;2 ;�y 9 ¢4�� ipB as 6i a gs r B 3 0 p.4 P— Demityy,WDrr KM l4W.moVeEMPE r 3 0 p.4 P— Demityy,WDrr l4W.moVeEMPE = Elly s Nov 30 04 10:15a Rochelle I. Harry 3 9m �3 A I Pa.or Oeff NM./1C°f f16 Porn D.My.mf— i _S i s a i QED fir 1 MIA 4 g `37 fe' Fs s 8E n 0 11 Ent! 1 61 f •11 no _ f I�Al_,i Pa.or Oeff NM./1C°f a (530) 753-0551 p.5 Porn D.My.mf— i _S Q -i a i QED fir 1 g `37 fe' Fs s 8E n 0 11 Ent! a (530) 753-0551 p.5 F c Porn D.My.mf— ¢ Q a i QED fir 1 g `37 fe' Fs s 8E n 0 11 Ent! 1 61 f F c Porn D.My.mf— Q alE fir 1 g `s3 fe' e•�i�® s 8E n 0 11 Ent! 1 61 f F c aC� A A C 9 's s 9 •, 1 I x e_�� f � x a � Porn D.My.mf— Q s 8E n 0 11 Ent! 1 f •11 no _ I�Al_,i P°wur DenalryyKurr � 3 aC� A A C 9 's s 9 •, 1 I x e_�� f � x a � CL ''i Amens. U.tRm.Cve_ leid +0�0N00 __�.._-:•l1' �� ��•.. apaK..ed.clIed.eaUsrenoeN.ao eNd FCC Iwo 1101 1 Too _ 1' - # II • nne •'•Ti•• • A�[—Time. T. ,ND ........ dml.a. KC Bad— KdtleamI.".In to I.". In r�.f�r.natiw 0.�.re f r 1 tON-- ,No ..� E- -AI eaw"t _. U—,•l.l.,•Io-ll•- _a..U._P- ' • "e,10K0K%rdaUt iYCmanNnreemd18.i.alMe'.nM,'alr! —aa ewry,eseN 1 rdLvO wpar4n 1 ••�.•• I i I • --. oll o.I + Io +mo ,N .. lbRentel Distan0o imnl Mtema, fl i roNo ool ;:& 1 ,n 0000� o.l IN soon t Nonitontd Oee.nm from AaMna,11 I o.ol a., I + ID too loco sNN rblltenld OfLna1100 Flan Anlenne, fl I f Anl.ena System Ono Antenna Sysl.m T— Num W. e1 MUnna SYatama: S I— AM Sy -ft- ONE DIerl.r: AWS -Ci r7LvlFl mA Soarer. SI -B52 Acirnulh: 200 ew Arom loan t1.rb1 aM Sac R..ya i Tpmro. P 1 r.v i I u. croy.eor non rdt x Ml Sy.t.m TWOQvvMIr. AW$Cln"WOSM1000 Sector: 0006 C Aamuth 200 Anter,m $Were Three Meelo FCC t.•Oltlnolidd UMAS fa ALL Antannaa Syatemc (s00%n-.I,eM) A'Yet. FCC Unoon,rolf.e Ltmtte for ALL Antenna Systems. Ir NK wnwNl Maeu 5%01 Ing FCC Uncontrolled LIMITS Loyond 15%.—.w ND FurLnar RF Erpce,ee Anatyal. R.QWran. UI antenna. Moot uncen6odod MPS bye Site 10: 0005 • lomposed Anleme CcMOuratbn Porforrrod Ry: C. Geolee Site Rarr.: On?* Re SRO Leeaffa: 0-21a. CA Data: 111262004 nONI ION IN a' n AK Syadm THREE Otwrr. A%SCiS,`f,1GSME50 Sector: C005 Z A waw 200 a.l 1 1l +N I= told Norimntel Dhtares Gam Aidenns. It SUM: COOS. Pllpoeae Ardenna Cenflpuatbn Porlonnad By: C. Gwito Sit. Nara: Ophi Rd sr. Location: Cmvft CA Ode: 11262004 Papez AWS 1leraloll: MPEHQ608 noromr'. aHwcoYL 1 er Otln s1o..e ...L n.. n.. w.NVE ee..y.Lv.d.a memnoe,l wp— ERF • LAWN ww Site 10: 0005 • lomposed Anleme CcMOuratbn Porforrrod Ry: C. Geolee Site Rarr.: On?* Re SRO Leeaffa: 0-21a. CA Data: 111262004 nONI ION IN a' n AK Syadm THREE Otwrr. A%SCiS,`f,1GSME50 Sector: C005 Z A waw 200 a.l 1 1l +N I= told Norimntel Dhtares Gam Aidenns. It SUM: COOS. Pllpoeae Ardenna Cenflpuatbn Porlonnad By: C. Gwito Sit. Nara: Ophi Rd sr. Location: Cmvft CA Ode: 11262004 Papez AWS 1leraloll: MPEHQ608 I 00 1 6 1 1 It - p— D-drv.wk., :Ig -zj,-j A/Q -V i 9 p 51 agC, l r; 33 iJu. ,I LAM—MUd hVE Z 00 1 6 1 1 It - p— D-drv.wk., :Ig -zj,-j A/Q -V i 9 p 51 agC, l r; good F 2 ;f .Power DaayuKkrw sk. Power D&Wff,,Wl—1 5. fill. o 9 iJu. ,I LAM—MUd hVE Z f good F 2 ;f .Power DaayuKkrw sk. Power D&Wff,,Wl—1 5. fill. o 9 iJu. ,I LAM—MUd hVE Z good F 2 ;f .Power DaayuKkrw sk. Power D&Wff,,Wl—1 5. vj - ---------------- L -d ISSO-CGL (OCS) RJJBH '1 01104008 e9T:01 -1r0 OC AOW LAM—MUd hVE Z vj - ---------------- L -d ISSO-CGL (OCS) RJJBH '1 01104008 e9T:01 -1r0 OC AOW IFR co 9 oon t i a C, B 43�p li 3x IT 3i 'I'll IFR co 9 oon t i P- -A MmOmMWAPE ..8 c D .79 Jim Ej-d ISSO-CSL (OCS) RJJeH -I alID4008 891:01 Jo OC AOM a C, B Ir li IT 3i 'I'll P- -A MmOmMWAPE ..8 c D .79 Jim Ej-d ISSO-CSL (OCS) RJJeH -I alID4008 891:01 Jo OC AOM IT 'I'll P- -A MmOmMWAPE ..8 c D .79 Jim Ej-d ISSO-CSL (OCS) RJJeH -I alID4008 891:01 Jo OC AOM M11111111111� Aid Sratam ONG Orman AWSCNJnrfDAUt Satter. Sf.882 Arlmulh: 200 050 Aper wo o"'o Aae, M1C X•erv, Moat%FCC C -IMP -d Ulnl- fur ALL A11tO- Syatams Iataees,Srafnm D^^ !hale FCC Uncordrolled Llmlte forM_L Antenna Syatafna. (10eaavuael brela �� o _- _.. Unconoolled MPEAaauu No FuMwr RF es xvsure Aimlysia Required, all antennas moot 10000 ••••. "1000 aCOne0ee0lnu .... — 1 I loroe ••.�� meaee lLr/1 _ ........- 0otaa 10U—MCLAN000 _ .•_--.__I! _...--� r..--____-'—..��� -_It(_I ffffff®0 20u "I= dbOaei,aChG tma i —2Da(e%m) l � EE j �S{dudmue M20n � 100 --• — -- "i' ; —•---+ ; `': ,00 — L.-- ---�— — � i 109 •-•� '� ' i ' � I ,o _.. I 18 f0i i .j t i I i 1 I 9010- 001 ,w .1 1 ,0 100 1000 10000 � 0.1 1 10 100 ,000 IOOOD� �' �� Hedmnld Dbialn Rom Ameme, R MmbOrdal DUtanoa from A,aenne, R 0., 1 t0 100 1000 IQUO Wf 0rAJl Distance From A.... R Arlo-. Syalam One Anlarma Syalam Two Number of Ardama Systema: 9 M11111111111� Aid Sratam ONG Orman AWSCNJnrfDAUt Satter. Sf.882 Arlmulh: 200 050 Aper wo o"'o Aae, M1C X•erv, Moat%FCC C -IMP -d Ulnl- fur ALL A11tO- Syatams ISmaavWdd, !hale FCC Uncordrolled Llmlte forM_L Antenna Syatafna. (10eaavuael M•ela 6%of tlm FCC Uneentroned Limas boyund (a{ eveW No FuMwr RF es xvsure Aimlysia Required, all antennas moot uncontrolled MPE lava Am Systam TWO Owner. AWSCF1RIdar1GS1641900 Sector. COOS Azimuth 200 Amann SyatemTMe II Poompe�e,.' a—tas, �-- ,ww.• I xdA.., 1 Val— Der—* O,e 1 0102 1 M.49 0,20].00 un•a1X•erwM MAlP6 bob vronadW amimnen, COReu,•DeMrEPDr• 1,100.00 WXn. Silo 10: CM-Cu—I Argonne Coldburallon Performed Sr. C. Gocroo Site New: Dumam/Dallon tia. Lovallan: Dumam, CA Dale: 1112311004 mm0 1000 100 a 10 f o. Am SyWmTMNEE Ownan AWS Ci,qulafiGSL1650rActof; 10008 i ! 0.11 AIN, d Aalmuthrmrth 200 0.1 1 10 100 100D 111000. I MoltrnMal DIMAM from Antenna. fl L.... _. Sit. 10: C008 -C— W Artera,a ConfpunWon Performed By: C. Cocep Sae Name: DumatdDayton Sae Location: Ourhern. CA Data; 112312004 Pape 2 AWS VWsWi MPENQR08 ftp» '_"IfffffEf��_ ffffff®0 II Poompe�e,.' a—tas, �-- ,ww.• I xdA.., 1 Val— Der—* O,e 1 0102 1 M.49 0,20].00 un•a1X•erwM MAlP6 bob vronadW amimnen, COReu,•DeMrEPDr• 1,100.00 WXn. Silo 10: CM-Cu—I Argonne Coldburallon Performed Sr. C. Gocroo Site New: Dumam/Dallon tia. Lovallan: Dumam, CA Dale: 1112311004 mm0 1000 100 a 10 f o. Am SyWmTMNEE Ownan AWS Ci,qulafiGSL1650rActof; 10008 i ! 0.11 AIN, d Aalmuthrmrth 200 0.1 1 10 100 100D 111000. I MoltrnMal DIMAM from Antenna. fl L.... _. Sit. 10: C008 -C— W Artera,a ConfpunWon Performed By: C. Cocep Sae Name: DumatdDayton Sae Location: Ourhern. CA Data; 112312004 Pape 2 AWS VWsWi MPENQR08 Nov 30 04 10:17a Rochelle I. Harry (530) 753-0551 p.10 r fthog -Fu'hamf Pa�Ivn PE99 �g4y E �S��Zq 8H I �. ; mS s - s � R* I� i� 3 i4i a Solo fthog -Fu'hamf Pa�Ivn PE99 �g4y E �S��Zq 8H s�94�t a gg c mS - - s � R* I� i� 3 i4i a Solo FF e gzgT is n-"--- � n � 4io gF� ZI if1 s eG"1 ® ; C A y Pewel DeneryPM/ad I i . - � g a t 5 ? ji � =d nggd ° b e S rl � fthog -Fu'hamf Pa�Ivn PE99 �g4y E �S��Zq 8H s�94�t a gg c mS - - s � R* I� FF is n-"--- � n � POMP �Bn511%P•IfC11Y yy g$ a S Ff 8 p � 1 .a 'BoCA= X c I I -- c ' - s � R* I� FF is n-"--- � n � �I if1 s eG"1 ® ; C A POMP �Bn511%P•IfC11Y yy g$ a S Ff 8 p � 1 .a 'BoCA= X c I I -- POnPf DeirsirypMkm, - s � R* I� FF is n-"--- � n � %UncAM°Oed RrPE s � - A i o 2 � R* I� FF is n-"--- � n � %UncAM°Oed RrPE s � - A i o 2 � G PSS N., c SY; _ �e Nov 30 04 10:17a Rochelle I. Harry (530) 753-0551 8 I VO.a OorttilY4Mtn1' 1 a ®n' P �' 3 O I IY � 8 I Fm.nro,,.x�-------- L ' 1 VO.a OorttilY4Mtn1' 1 a 3CSQ O I IY � Fm.nro,,.x�-------- L ' 1 Nov 30 04 10:23a Rochelle I. Harry Post -it" Fax Note 7671 Date (Y�W/t n or pages From 7WGVl �"✓ CoMePt, W' t(�(i Co. 4;--,l 1 i { Phone# phone it Fax A Fax A ,� —', ✓'l ;.rd �J � I 9 Coos Wimht- 5ec�t�rc. A- L X a�1Y 5 VJ 3 (5301 753-0551 p -.l Ltd e g 3 VV [ z z Q n n %UnmoboCeOMPE e n S P Pe oe-hy' itd I i v¢q¢3 lei ►- o I 9oi88 IHge�a��; [ z z Q n n %UnmoboCeOMPE e n S P M F i Pe oe-hy' itd I i v¢q¢3 lei ►- o I 9oi88 IHge�a��; Q n n %UnmoboCeOMPE e n S P M - i r e i¢S _ 3p2 ca_I g .y is � _.____..__ ...—_.......-_•i Pitt 0 Nov 30 04 10:23a Rochelle I. Harry 3 Y I t 3 C=: $fie OH H :! Pag D 3 (530) 753-0551 p.2 B g}c �( pIf �p�n�e oYvYi It X63 �(pp�lEE �a t9 p �fl"s �'c�$ �E�as'•e�9ccl� ln�ll �i fid' a;.aQ� C=: $fie OH H :! Pag D 3 (530) 753-0551 p.2 B g}c �( pIf �p�n�e oYvYi It X63 �(pp�lEE �a t9 p �fl"s �'c�$ �E�as'•e�9ccl� n �'c�$ �E�as'•e�9ccl� �i fid' a;.aQ� c• e 0 V) Ln 0 I m Ln r, 0 V) n L L M W Z U O M 5"0. .. ! AptennAtirelem Twe AMM«Yana«mnr - -' UMrmlydleA YPE 0.eramn '•'•"'t0D{aCmedca luN ,OD{aUrmltmee PCC L"ma.eee NNa I ..•."'Im{dGanwlW ll.M� 1m{tlV W00Lxw: -'-' WON _- -••... .. .. .. •........ "103duo«Lnw : ! - - a{dlAmauYee FCO t•w _gym r0 I - a{tllMtAnOeLeFCt lrm ..'....'—maMLOMM i , as I •- •6MofU m-vMC neeirE VPE ::�•: mil ese �ieOraa Pmwr O.nJM1 .a.. ... '� IIIT . ! 1 �Gr.eebaPwm D.nx I00 I I .._ .. 100 D .... i �-20-0.054,13«eC T _ —1--- v:edn _ __ ..__ ...� �..�.... ........ ........ .. .:1.:: ...i �_...�� _ 01 iIDD m� I 63 Iden (CenrGflC a IM IID Gbl.im Odn i.dsoo:ro rm n rm1 0 oamlobMd reel IeO.a g4 Y.H'r i ... ..... ..... � 1 i i 0.1 i 0.1 D0, ' i VV,6I i �_ IritaltID ,m 1me Imm 0., I ID 1m IOm ,Oalp' 0,01 , "i .. ft ,mm Moriaenld Dtlance Promm Amenro. S omal D'w Oom Manna fl _ 0.1 lbal OWWM from Mema A .� Hor¢atarl Antanna SyeyuoOne Arltonna Syaleln Two NumheI of Antenna System: a AnlSyalem ONE Own«: AWSCinpularfrOMA Sector: SiaSZ' Atimulh: 200 Mo Ae- Im0 0— Ain 4e RC ��d Ant System Tri00wnsr. AWS•Chdular(13SMI900 Sector. C006C AaimR 200 AM- w+. Sradm Thme ......'Im{tlCnxooxe lMd 'IDD{aYmm�ed«FC v.x:e AMM«Yana«mnr .I'..' a{dYne«Wiea iCC L- .vI I ma favlayl Ierre NNa A. HaM NerMlral sem a! Imo !c,'Ms Mi Ae« a f, AnnM.a.w as ,D n 1d. tm1 ra ad Cbmda . _ 01 Nal' .Se A m� Tme 63 Iden (CenrGflC a IM IID Gbl.im Odn i.dsoo:ro rm n rm1 0 oamlobMd reel IeO.a Wog/ Y.H'r AnlSyalem ONE Own«: AWSCinpularfrOMA Sector: SiaSZ' Atimulh: 200 Mo Ae- Im0 0— Ain 4e RC ��d Ant System Tri00wnsr. AWS•Chdular(13SMI900 Sector. C006C AaimR 200 AM- w+. Sradm Thme Mott FCC CaDolxalcd Limits to ALL Anlo— Syvunln (mos r+naoa) Wets FCC UMonlrotlad UWv ror ALL Manna SYatame. I=% ft.—) hbefs ST. of IM FCC UnconlIM16d Lilohe ueyond IDS p -M)` No Further RF Exposure Analysis Required, all arenas nmol wscuntrulled MPE lase vD.. mv,r 61,wa OG. u1Mbn+ 1 dUJ1 D.ner� am«ID.«Mna,.uvtrdlw.em,.ame,.rem:m, oD JDiiMG E0.P . , oe 1 Sde 10: COOS- Gummi Antenna ConOquralNn Performed By: C.Georae SAO Ham: Oph'r Rd Sde Location; OloYale. CA DW: 1129r2001 IOmO .f - ......'Im{tlCnxooxe lMd 'IDD{aYmm�ed«FC .I'..' a{dYne«Wiea iCC L- .vI I ! . Imo -rParoier_OnPM1 t�%1!1�r•��Gtr, �Ti:Td•.S�'yQ��S1i m� Mott FCC CaDolxalcd Limits to ALL Anlo— Syvunln (mos r+naoa) Wets FCC UMonlrotlad UWv ror ALL Manna SYatame. I=% ft.—) hbefs ST. of IM FCC UnconlIM16d Lilohe ueyond IDS p -M)` No Further RF Exposure Analysis Required, all arenas nmol wscuntrulled MPE lase vD.. mv,r 61,wa OG. u1Mbn+ 1 dUJ1 D.ner� am«ID.«Mna,.uvtrdlw.em,.ame,.rem:m, oD JDiiMG E0.P . , oe 1 Sde 10: COOS- Gummi Antenna ConOquralNn Performed By: C.Georae SAO Ham: Oph'r Rd Sde Location; OloYale. CA DW: 1129r2001 IOmO .f - ......'Im{tlCnxooxe lMd 'IDD{aYmm�ed«FC .I'..' a{dYne«Wiea iCC L- .vI I ! . Imo -rParoier_OnPM1 Ant System THREE Owner: AWSCoguiauGSMWQ i A A Sacfor: 00062 ea, -•_ ADIrmAh 200I a+ ,ohte:u:e wD ,mo low,M, rIxrvlal Ofmm Antenna• rt I Sde10: CM15- C,oreot Antenna CoINur2tbn perform" Ely., C. George Sde 4M 0: Ophv Rd SM LMOUM.. OMIMV. CA Data: 111=004 Pape 2 AWS Yafion: MPEMW8 Q Ln V' 0 I m I) r, CV) T pntnvu 9retem one -- Uneont,.Iwd MP6 R-11 1 IsWd •••••••,0011dGm.aM IMS ...... ,CY.aCmraYdTmF' Moo •. .. •. ,eDrdYn•u.MgFCC tOra ..-..--_..... ........_.. 'i ,0000f00rdYninedl-d ffCLM1 -'' _"iOprd Ce.edm Wnl ' •••••�-]o Tf Mil aid FLC VOnB i .I..•• • • eYdVnemerid KCLBM SYNYYnu,neaeM 4G6e l �Pnd1:W Da, drw� i �..akMd POwrOmW I ( ! —fOnn loAv�70w�u i _.__.•__ ,000 _' ........ ...... , . ! +oo _.._-.iw� _.. i �- I $ I _ Is El I I I 0.1 1 m 10D +eao 100e0' 0.1 1 10 roe loon +owe o.01 MaQor,lal Oman. from mire, 11 - NOADontel DMpnoe from ANenrr,fl o.+ ,o too taco Mae111ciaol+al 06ter+ro Prom asanna. It Anlerew Syelem Orr Antenna Sys%m Two Number at Mt.rma SyMoms: J Ant System ONE Owner: AWSUnpuIwtrDMA Sector: S145 X Asimulh: SO to es.- Isee u:m Ain aqc K.Ou•n C•�sef+ 4x1 C !-mvoeme M1Systam TWO Owner: AWSC1nPYIw1GSMI900 Seotor: CW6A Azimuth SO Antenna 6vetem Three V -W Muer u•nd•cer. r. Haiwno18eeeerd IC„ dit R ec,w10 Mm. Manrcm Mi,n•Crl zed 13 Le 1d. fr+ 72 e of Cn•md1 Ir Y.+ Rfl uuw:cnlnoMc w•,r xeoe as R.10 ICWr<I q•dYb leer :1e edxle.aydn Id>alsae.ne r.1 .. O.m:w Is"I, - (wl ,00A woa. 7W, Ant System ONE Owner: AWSUnpuIwtrDMA Sector: S145 X Asimulh: SO to es.- Isee u:m Ain aqc K.Ou•n C•�sef+ 4x1 C !-mvoeme M1Systam TWO Owner: AWSC1nPYIw1GSMI900 Seotor: CW6A Azimuth SO Antenna 6vetem Three Meets FCC Contralod Limns ter ALL Antunnm Systeme (eeot UveJdd) Meet. FCC UneenlrnUed Llmlls lw ALL Anlsnne Systema- 00016-1 Meets 5%of the FCC Uneonimiled Unns Oatro1Y1 4546M'....5) No Funhor RF Exposure Analysis Repuhed, all antennae neat uncontrolled MPE leve va..11•r1W 6tb1t wY. w •s,A�..O.n 1n a2e 1fe.1a wrl iow-rw.n vw4AE embenmrgatlld•n-•a�nnrn eqf = 12mm e, Sill, 10-. CM5- Proposed Amemq Cenflturdbn Perlornrd Sr. C. Geogm Sia Ne—: CON, Rd SNB location: Omrite, CA Date: 1M20/AM ,0000 -- ' ' 100r a co,edled ❑ie, ,� — lootaumm�emed rcct:�l 1000 �N.drledPwe D.n:M 1e , 0.r ' I i AM System THREE Owner.. AWSCipuIWMSM0 Sees— COOS X Ax.00h 00 01 1 m 10o moo +Dodo NelCnnld Oatance 6om AN—. fl Sne Ot CM- Proposed Anteme Confquretion Perfomwd py: C. Gaorgo M Nana: CPhkftd site Location: 0—Ce, CA Date: llf=1004 Pape 2 AWS Version: MPD QGW �'A"FT�"ZT IIIIIIIIIt7 �T7• -Z MIX os�a� Meets FCC Contralod Limns ter ALL Antunnm Systeme (eeot UveJdd) Meet. FCC UneenlrnUed Llmlls lw ALL Anlsnne Systema- 00016-1 Meets 5%of the FCC Uneonimiled Unns Oatro1Y1 4546M'....5) No Funhor RF Exposure Analysis Repuhed, all antennae neat uncontrolled MPE leve va..11•r1W 6tb1t wY. w •s,A�..O.n 1n a2e 1fe.1a wrl iow-rw.n vw4AE embenmrgatlld•n-•a�nnrn eqf = 12mm e, Sill, 10-. CM5- Proposed Amemq Cenflturdbn Perlornrd Sr. C. Geogm Sia Ne—: CON, Rd SNB location: Omrite, CA Date: 1M20/AM ,0000 -- ' ' 100r a co,edled ❑ie, ,� — lootaumm�emed rcct:�l 1000 �N.drledPwe D.n:M 1e , 0.r ' I i AM System THREE Owner.. AWSCipuIWMSM0 Sees— COOS X Ax.00h 00 01 1 m 10o moo +Dodo NelCnnld Oatance 6om AN—. fl Sne Ot CM- Proposed Anteme Confquretion Perfomwd py: C. Gaorgo M Nana: CPhkftd site Location: 0—Ce, CA Date: llf=1004 Pape 2 AWS Version: MPD QGW 6 6 i � 6 R _ s isro .yA E g al i � MMf G . a u �r5z 4i r i• . � `� S � 3 Sam ,W39014R-0—d 8 - 4 9 Z rp 388ste a a s LL a : 3dW Pafan—R41 % 6` �I KKK i t o 3.53-,.:�•t .yA E g al i � MMf a u �r5z 4i 9 i• � `� S Sam ,W39014R-0—d 8 388ste o rwa/M°Ns1+00 j*Wd 3.53-,.:�•t .yA _ g al 1 � MMf a u �r5z 4i 9 i• � `� S 3.53-,.:�•t .yA _ g al 1 am�G 43�; Sam �j a �m U a S'd iSSO-ESL (OES) RJJeH -1 01184008 e6z:01 b0 OE A0W al 1 am�G 43�; Sam �m U a S'd iSSO-ESL (OES) RJJeH -1 01184008 e6z:01 b0 OE A0W Sector: S1d1 Z Afilledh: 200 em .pan trop om AM ARC N,1vAh .. on s.atmn ono ._. M..n. Y.MwY.a -' AyeNtaa•AlAn iae .. '- UAcemroll.d NPEResuh - — • . tarm ..___._ K—W11.Ae..lm1101 �•1oo�mcmn.wt.udl •,00 ♦ a uKa,wddrec ISn•A Aa.nn. ..• .. DD1lmconuweeia. " w 10000 d I da n 1 - - e1m1Am1.mmrCC lint I I f— 1.2 .1.... Sy e�iuK .v.e reei 0 P NmeRP.Ch i 1mt a'a"dati YOE I Ic"..MI W.ec l.• �roan(axN �Pmdtuad Pa.a 0."Sr I 110 GpWaw Pab (ma. Rand 1..1 �]o ml e5es1 I—Pf.OKliO Pw.D.0, r rm1 100. - fsmYmm�a.o MPE IDm 1000 ... 1000 I 100 •-� � 10D 1 __�-.. IW ,00 .—•- � - ' i n -• - - i' it i I I it I I 91 ' e,m i� i oA, —y-�H�t 1 . 0.1 1 10 IDD 1D00 ID000 01 1 t0 IOD 10°0 ,odoo O'01 _'••• . .. HerVwft Distance from AntcnnoA _ •.... I . _ S1oriDonlN Obtsrlm from /vdenne.6 - e.l , le leo laoo ,Dano Naitnrda Okunoe From M10m0, A Mtanna Syatem Ors ArAsmaSystem T1ao Numb" dAf ilium Systems: 0 Sector: S1d1 Z Afilledh: 200 em .pan trop om AM ARC N,1vAh wa. vw. M..n. Y.MwY.a Wulf 5% f the FCC Unconlrollod Limit. b.yaW A.on No f.Ah.r RF E.po.Rlo AA.tysia RogW,od. FII sntannaa moor W MII 0^, K—W11.Ae..lm1101 now, 1711111111111 Aa.nn. i .Ilea 0ar, M d ° Mhc. A..— da n MRm.G. ®d 10 N d f— 1.2 ealch.r 0 P NmeRP.Ch Wm 6:! Ic"..MI W.ec ism "mew (C.WdFt w b. 110 GpWaw Pab (ma. Rand 1..1 e OYWmbAnt... rm1 100. 0 Sector: S1d1 Z Afilledh: 200 em .pan trop om AM ARC N,1vAh M"IS FCCC—tFA)cd Ltmtls(w ALLAnw.—Sy.w.u. wa. vw. M Wulf 5% f the FCC Unconlrollod Limit. b.yaW A.on No f.Ah.r RF E.po.Rlo AA.tysia RogW,od. FII sntannaa moor W NRt ,4J� K—W11.Ae..lm1101 now, 1711111111111 tt© i Yi1GA d ° A..M. tin ded Is's am C— • t M..ERPICA W.tb Ib Mn PP Ch— — w— df]. oo..y oo tc~cip.adR f- It0 CY—Pall Iml A eYaK.bAn fee, 1 I.W W031 YM? M"IS FCCC—tFA)cd Ltmtls(w ALLAnw.—Sy.w.u. (S00%—.1 Mast.FCC U—ptw(led LM,lts for ALL Atd.ln. SM.— I,o0rb Iromael Wulf 5% f the FCC Unconlrollod Limit. b.yaW ISK a..da.5 No f.Ah.r RF E.po.Rlo AA.tysia RogW,od. FII sntannaa moor W rconlr Wad AVE I... Ant System TWO Own r: AWS{bmulmiGSL(1900 65etor. coos Aubmith 200 Antoms SMomthres P—D.,lh a 5ni1 1 CONo.r. olu / 1 Y029Ib.00 -1 LMI ; rCC IiM C•a t'J.'E!• Can —p—M")- 1.050.60 W— Da r6.aaY �a now, 1711111111111 tt© i mom, t�t�tttl®a i P—D.,lh a 5ni1 1 CONo.r. olu / 1 Y029Ib.00 -1 LMI ; rCC IiM ]70%0 pm. bwr Am be WE tbune.nla0d a.ilmn1r11 Can —p—M")- 1.050.60 W— Sts 10: 0006, Pmefsed Antero Conkuration PDAormad By: C. Gm!Re Sits Nam! OAF Rd She Locoom: O Me. CA Data: 1112311%11 IDD]0 f .--_ __.; •''iooracmm,mt.aa ^•� ro0\aY1,wleAdfCC 011 dUmm�seYd -1 LMI ; rCC IiM • �\.AtYd Da r6.aaY EE i i t o ! I � I Ant 6ystsm THIM40 n.r: AWB4Cirg111a1GSMM I 1 ; S.Clw.. 00062 Ati.oh 2O0 0, 1 ro IDs loop Iwo.; Noncamd Distance (tom Ardenna, It Sits ID. 0006- Proposed Ardmna Confgwoton Performed By: GGw10e SRD Namr. 00* Rd Uo Location: Drw ll.. CA Dats•. 11=004 Page 2 ANTS Ver6imt NPBfQW8 0 12 -.L _ P L A N D O F NATURAL WEALTH A N D B E A U T Y DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 www.buttecounty.net November 1, 2001 AT&T Wireless Services 7112 N. Fresno Street, No. 460 Fresno, CA 93720 RE: Use Permit, File No. UP 01-23 Ladies & Gentlemen: The total cost for the processing of the above -referenced application is $642.00. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $58.00. Deposit on 6-28-01, Receipt No. 19635 $700.00 Professional Planner $354.00 Mapping $ 73.75 Clerical $214.25 Total $642.00 Refund Due $ 58.00 Should you have any questions, please contact this office Monday through Friday, between 8:00 a.m. and 4:00 p.m. Sincerely, Dilodeirson Supervisor, Clerical Support Services Jb Enclosure Date 11/01/01 Time 11:49 am UP 01-23 * In reference to Rounding Full Precision Vevelopment Services DepartAkat Applicant Billing Worksheet AT&T Wireless Services 7112 N. Fresno Street, No. 460 Fresno, CA 93720 UP 01-23 None No Last bill Last charge 11/02/01 Last payment / / Amount Date/Slip# Description 06/23/01 Diane L. / C #36224 Clerical 07/07/01 Larry P. / P #36439 Processing 07/23/01 Steve B. / P #36698 Processing 08/06/01 Steve B. / P #36730 Processing 08/20/01 Lynn R. / C #37175 Clerical 09/03/01 Lynn R. / C #36919 Clerical 09/03/01 Steve B. / P #36976 Processing 09/17/01 Lynn R. / C #37332 Clerical 09/29/01 Lynn R. / C #37472 Clerical 10/22/01 Lynn R. / C #37818 Clerical $0.00 Page 12 HOURS/RATE AMOUNT TOTAL 2.00 68.00 . 34.00 1.25 73.75 59.00 1.50 88.50 59.00 3.50 206.50 59.00 1.00 45.00 45.00 0.50 22.50 45.00 1.00 59.00 59.00 0.50 22.50 45.00 0.50 22.50 45.00 0.75 33.75 45.00 Date 11/01/01 fevelopment Services DepartmVit Time 11:49 am Applicant Billing Worksheet UP 01-23 * :AT&T Wireless Services (continued) TOTAL BILLABLE TIME CHARGES 12.50 TOTAL BILLABLE COSTS TOTAL NEW CHARGES PAYMENTS/REFUNDS/CREDITS 06/28/01 Deposit - Receipt #19635 (700.00) TOTAL PAYMENTS/REFUNDS/CREDITS NEW BALANCE New Current period TOTAL NEW BALANCE (58.00) Page 13 $642.00 $0.00 $642.00 ($700.00) ($58.00) ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery 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 7112 N. Fresno Street #46 Fresno, CA 93720 A. Received by (Please Print Clearly) B. Date of Delivery C. Si atur X ❑ Agent ❑ Addressee D. Is deliv addre diff"t from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type XXCertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) 7099 3400 0016 8126. 2 6H? PS Form 3811, July 1999 Domestic Return Receipt 102595.00-M-0952 UNITED STATES PAL SERVICE irst-Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • COUNTY OF BUM DEPARTMENT OF DEMPMENT SERVICES PLANNING DIVISION 7 County Center Ortve Oroville, CA 959663397 TO: NOTICE OF EXEMPTION Office of Planning and Research 1400 Tenth Street, Room 121 Sacramento, CA 95814 X County Clerk C6unt-y,9f .Butte 25 County Center Drive Oroville, CA 95965 Project Title: UP 01-23, Use Permit Assessor's Parcel No.: 040-140-068 Ll FROM: Butte County Planning Division 7 County Center Drive Oroville, CA 95965 FrOCT 312001 Applicant: AT&T Wireless Services, 7112 N. Fresno Street, #460, Fresno, CA 93720 Project Location -Specific: on the northwest corner of Esquon Road and Hamlin Road, at 9030 Esquon Road, south of Durham Project Location -City: Durham Project Location -County: Butte Description of Nature, Purpose and Beneficiaries of Project: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level. Name of Person or Agency Approving Project: Butte County Planning Commission Exempt Status: (Check One) Ministerial (Sec. 15073) Declared Emergency (Sec. 15071(a)) Emergency Project (Sec. 15071 (b) and (c)) X Categorical Exemption. State type and section number: 15061 (b) Reasons why project is exempt:The activity is covered by the general rule 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.. Contact Person: Stephen Betts If filed by applicant: Telephone: (530) 538-7601 1. Attach certified document of exemption finding. 2. Has a notice of exemption been filed by the public agency approving the project? Yes No Date Received For Filing: Signature,fj'(I. A. I ffeleka Principal Pl nner j:linda\noe.nod\noe. gen r DECLARATION OF FEES DUE (California ornia Fish and Game Code Section 71R NAME AND ADDRESS OF APPLICANT AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 FILING NO. Project Title/file number: CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION (X) A. Statutorily or Categorically Exempt $25.00 Clerk's Documentary Handling Fee () B. De Minimus Impact - Certificate of Fee Exemption $25.00 Clerk's Documentary Handling Fee 2. NOTICE OF DETERMINATION - FEE REQUIRED () A. Negative Declaration $1,250 State Filing Fee $25.00 Clerk's Documentary Handling Fee O B. Environmental Impact Report $850 State Filing Fee $25.00 Clerk's Documentary Handling Fee 3. ( ) OTHER (Specify) $25.00 Clerk's Documentary Handling Fee PAYMENT / NON-PAYMENT OF FEES: 1. (X) PAYMENT: The above fees have been paid. ; See attached receipt(s). 19942 2. () NON-PAYMENT: The above fees are required. Not paid. Chief Planning Official By: M. A. Meleka Title: Principal Planner Lead Agency: Butte County Department of Development Services Date: October 30, 2001 TWO COPIES OF THIS FORM MUST BE COMPLETED AND SUBMITTED WITH ALL ENVIRONMENTAL DOCUMENTS FILED WITH THE BUTTE COUNTY CLERK'S OFFICE. THREE COPIES OF ALL NECESSARY DOCUMENTATION ARE REQUIRED FOR FILING. ALL APPLICABLE FEES ARE DUE AND PAYABLE PRIOR TO THE FILING OF ANY ENVIRONMENTAL DOCUMENT WITH THE BUTTE COUNTY CLERK'S OFFICE: MAKE CHECKS PAYABLE TO THE COUNTY OF BUTTE. -� OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19942 ISSUED BY % l 2, �'X 6 • S �� ��'rt ,fie RECEIPT TOTAL PUBLIC LAFCO PLANNING PUBLIC ENV. FIRE NOE/NOD F/G FEE OTHER APPLICANT RECEIVED FROM DATE NO. RECEIVED WORKS SALES HEALTH OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19942 ISSUED BY % l 2, �'X 6 • • NOTICE OF EXEMPTION TO: _ Office of Planning and Research FROM: Butte County Planning Division 1400 Tenth Street, Room 121 7 County Center Drive Sacramento, CA 95814 Oroville, CA 95965 X County Clerk L� County of Butte 25 County Center Drive Oroville, CA 95965 OCT 3 2001 I Project Title: UP 01-23, Use Permit Assessor's Parcel No.: 040-140-068 Applicant: AT&T Wireless Services, 7112 N. Fresno Street, #460, Fresno, CA 93720 Project Location -Specific: on the northwest corner of Esquon Road and Hamlin Road, at 9030 Esquon Road, south of Durham Project Location -City: Durham Project Location -County: Butte Description of Nature, Purpose and Beneficiaries of Project: Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level. Name of Person or Agency Approving Project: Butte County Planning Commission Exempt Status: (Check One) Ministerial (Sec. 15073) Declared Emergency (Sec. 15071(a)) Emergency Project (Sec. 15071 (b) and (c)) X Categorical Exemption. State type and section number: 15061 (b) Reasons why project is exempt:The activity is covered by the general rule 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.. Contact Person: Stephen Betts If filed by applicant: Telephone: (530) 538-7601 1. Attach certified document of exemption finding. 2. Has a notice of exemption been filed by the public agency approving the project? Yes No Date Received For Filing: Signature, r. A. Meleka Principal PI nner j:linda\noe.nod\noe. gen CLARATION OF FEES DUE (Calla Fish and Game Code Section 719) NAME AND ADDRESS OF APPLICANT AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 FILING NO. Project Title/rde number: CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1. NOTICE OF EXEMPTION/STATEMENT OF EXEMPTION (X) A. Statutorily or Categorically Exempt $25.00 Clerk's Documentary Handling Fee () B. De Minimus Impact - Certificate of Fee Exemption $25.00 Clerk's Documentary Handling Fee 2. NOTICE OF DETERMINATION - FEE REQUIRED () A. Negative Declaration $1,250 State Filing Fee $25.00 Clerk's Documentary Handling Fee () B. Environmental Impact Report $850 State Filing Fee $25.00 Clerk's Documentary Handling Fee 3. ( ) OTHER (Specify) $25.00 Clerk's Documentary Handling Fee PAYMENT / NON-PAYMENT OF FEES: 1. (X) PAYMENT: The above fees have been paid. See attached receipt(s). 19942 2. () NON-PAYMENT: The above fees are required. Not paid. Chief Planning Official By: M. A. Meleka Title: Principal Planner Lead Agency: Butte County Department of Development Services Date: October 30, 2001 TWO COPIES OF THIS FORM MUST BE COMPLETED AND SUBMITTED WITH ALL ENVIRONMENTAL DOCUMENTS FILED WITH THE BUTTE COUNTY CLERK'S OFFICE. THREE COPIES OF ALL NECESSARY DOCUMENTATION ARE REQUIRED FOR FILING. ALL APPLICABLE FEES ARE DUE AND PAYABLE PRIOR TO THE FILING OF ANY ENVIRONMENTAL DOCUMENT WITH THE BUTTE COUNTY CLERK'S OFFICE. MAKE CHECKS PAYABLE TO THE COUNTY OF BUTTE. OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19942 ISSUED BY is r� RECEIPT TOTAL PUBLIC LAFCO PLANNING PUBLIC ENV. FIRE NOEMOD F/G FEE OTHER APPLICANT RECEIVED FROM DATE NO. RECEIVED WORKS SALES HEALTH OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19942 ISSUED BY is r� November 1, 2001 AT&T Wireless Services 7112 N. Fresno Street, No. 460 Fresno, CA 93720 RE: Use Permit, File No. UP 01-23 Ladies & Gentlemen: LAND OF NATURAL WEALTH AND BEAUTY DIRECTOR'S OFFICE DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 www.buttecounty.net The total cost for the processing of the above -referenced application is $642.00. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $58.00. Deposit on 6-28-01, Receipt No. 19635 $700.00 Professional Planner $354.00 Mapping $ 73.75 Clerical $214.25 Total $642.00 Refund Due $ 58.00 Should you have any questions, please contact this office Monday through Friday, between 8:00 a.m. and 4:00 p.m. Sincerely, 154�24 eilo)derson Supervisor, Clerical Support Services :jb Enclosure October 30, 2001 AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 REVISED LETTER CERTIFIED MAIL Re: Use Permit UP 01-23, AP 040-140-068, Gentlemen: B E A U T Y I yr vQ V CLvr1VIC1V f JCrivft'rb 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 Enclosed is your validated Use Permit No. UP 01-23 to allow Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level. located at on the northwest corner of Esquon Road and Hamlin Road, at 9030 Esquon Road, south of Durham. 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.U.S. Postal Service - Sincerely, /-Z'� Z yj Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry ru Iq UP 01-23 of -as v- 0,9-61 1'LI. ,1 i Postage $ t 5 .. CO Certified Fee ; n Postmark n_n4� Return Receipt Fee Here ;- (Endorsement Required) � Restricted Delivery Fee _ , a 10/30/01 (Endo`rlsement Required) f C3 C3 Total Postage & Fees $ i r n Recipient' Name (Please Prnt Clearly) (to be completed by mailer) y AT& Wireless . ---- I Street, -------------------------------------------------- Apt No.; or PO Box No. - C3 __ 7112 _N� Fresno_ Street; #460C, cresno, CA 93720 - - MEMORANDUM PLANNING DEPARTMENT TO: Butte County Assessor's Office FROM: Butte County Planning Department SUBJECT: Revised Memo -AT&T Wireless Services, UP 01-23 DATE: October 30, 2001 Pursuant to Section 65863.5 of the Government Code, the following parcel identified as 040-140-068, was: Rezone from to zoning district. Granted a variance to X Issued a conditional Use Permit Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level., on the northwest corner of Esquon road and Hamlin Road, at 9030 Esquon Road, south of Durham, zoned AR -2.5 (Agricultural Residential - 2.5 acre parcels) r USE PERMIT 1 V O 2M BUTTE COUNTY PLANNING COMMISSION Oft DATE: (Certi ie` Mail Rec.) UP 01-23 PERMIT NO. 040-140-068 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace three "existing omni -directional antennas mounted on the top of the 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit.in accordance with the procedures set forth in the ,Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3: Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works, or their respective designee, upon receipt of a substantiated written request by the applicant. - Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of -the Permittee. Conditions of Approval: Planning Division ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ 1. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 2. The three omni -directional antennas mounted on the top of the tower shall be removed within one (1) month of activation of the new antennas. 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 mainiained 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. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ 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. Construction activity, including the storage of all construction equipment and material, shall be confined to the project parcel, and no trespassing on adjacent parcels shall occur without the consent of the applicable landowner(s). No construction -related trash or litter shall be allowed to be deposited on the adjacent parcels. Building Division 14. Building permits required. Provide, calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 15. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: ' Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting aah, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ ' Eutte Co September 27, 2001 AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 Re: Use Permit, AP 040-140-068, UP 01-23 Gentlemen: L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 At the regular meeting of the Butte County Planning Commission held September 27, 2001, your request for a Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level., was approved subject to the conditions listed on the enclosures. Please sign both copies and return both copies to this Division within 40 calendar days. Should you desire to appeal any of the conditions imposed by the Planning Commission, you must do so in writing, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California, prior to 5:00 P.M., Monday, October 8, 2001. The appeal fee of $50.00 must be paid at that time. If you do not appeal and if there are no other appeal within the 10 calendar -day appeal period, the action of the Planning Commission is final. A Notice of Exemption (NOE) should be filed for purpose of completing the California Environmental Quality Act Requirements. The fee for filing the NOE is a $25.00 document handling fee. A check made payable to the Butte County Treasurer in the amount of $25.00 should be submitted to the Planning Division in order to complete the process. Please be aware that failure to return the signed copies within 40 calendar days will invalidate the Planning Commission's approval. Re-application to this Division would then be necessary. The Use Permit is deemed granted when the enclosures have been signed by the applicant, with the counter signature of the Chairman of the Planning Commission, and said permit is received by the applicant by registered mail. Pursuant to Section 66020 (d) (2) of the Government Code you are hereby notified that you have 90 days to register a protest challenging any fees, dedications, reservations, or exactions imposed as conditions of approval for this project. Should you have any questions regarding this matter, please contact Stephen Betts at this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant I BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT - SEPTEMBER 27, 2001 Applicant: AT&T Wireless Services Road, at 9030 Esquon Road, south of Durham. File #: UP 01-23 Parcel Size: 10 acres Request: Use Permit to replace three existing omni -directional Zone date: February 25, 1992 antennas mounted on the top of an existing 150 -foot tall Supervisor lattice tower with twelve 5- District: 4 square foot panel antennas centered at the 130 -foot level. Project Stephen Betts, Planner: Senior Planner (538-7153) G.P.: Orchard and Field Crops Attachments: Zoning: A-10 (Agricultural, 10 -acre A. Conditions of Approval minimum parcel size) B. General Plan/Zoning Map C. Vicinity Map APN: 040-140-068 D. Public Notice Map E. Letter from Bill Chance, dated Location: On the northwest corner of August 29, 2001 Esquon Road and Hamlin F. Site Plan STAFF COMMENT: Staff recommends approval of the Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This is an application for a Use Permit to' -replace three existing omni -directional antennas mounted on the top of an existing 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. No new ground structures are proposed nor will the existing lease area be increased in size. The proposed antennas will provide improved mobile telephone services to the public in the Durham area. The 10 -acre project parcel is developed with the 150 -foot tall lattice tower, a single family dwelling unit, and an irrigated pasture. The tower and an equipment shelter are located within a 2,500 -square foot lease area adjacent to Esquon Road. The tower was constructed at a time when communications towers were allowed by right in the A-10 zone. In addition to the three omni -directional antennas, the tower also supports two microwave dishes. The tower is not painted or lighted. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ The project site is zoned A-10 (Agricultural, 10 -acre minimum parcel size) and has a General Plan Land Use designation of Agricultural Residential. Surrounding parcels are zoned A-10 and A-40 and range in size from 9 acres to 665 acres. Land uses on the surrounding parcels are rice fields, irrigated pastures, and single family dwellings at rural densities. The project site is not located within an Airport Compatibility Zone. The site is located within a 100 -year flood zone. ANALYSIS: No significant impacts are expected due to this project. The project would not result in an increase in air emissions, fugitive dust emissions, light, noise, or vehicle traffic. The proposed panel antennas would present a larger surface area that can be more readily seen then the existing omni -directional antennas, but this would not create any significant visual impacts. The project would not result in an increase in the height of the tower. A letter was received from an adjacent landowner, a copy of which is attached to this report. The landowner does object to the proposed antennas, but stated that his property was used as a staging area during construction activities associated with the existing tower. He is concerned that construction activity associated with the installation of the new antennas may result in trespassing on and damage to his property. A condition has been added to the project to address these concerns. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Commission approve the project, subject to the following findings and conditions: I. The project is 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. The project will not have a significant impact on the environment II. Approve Use Permit 01-23 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 2. The proposed antennas would not cause a significant aesthetic impact because they will not increase the height of the tower and are small in size. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ 3. The proposed antennas would not cause an increase in emissions, noise, odors, or vehicle traffic. 4. A radio-frequency analysis, prepared by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. 5. The existing tower is capable of supporting the proposed antennas. k:\projects\upc\at&t - esquon\at&t esquon pc report.doc ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ • EXHIBIT A USE PERMIT CJ BUTTE COUNTY PLANNING COMMISSION DATE: (Certified Mail Rec.) UP 01-23 PERMIT NO. 040-140-068 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace three existing omni -directional antennas mounted on the top of the 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works, or their respective designee, upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ Conditions of Approval: Planning Division 1. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 2. The three omni -directional antennas mounted on the top of the tower shall be removed within one (1) month of activation of the new antennas. 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. 4. The installation of any Facility shall comply with all applicable building and electrical codes. 5. No advertising or display is permitted on any Facility. 6. 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. 7. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 8. 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. 9. 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. 10. 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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ I* • 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. 11. 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. 12. - Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 13. Facilities shall be secured at all times to prevent access by the public. 14. Construction activity, including the storage of all construction equipment and material, shall be confined to the project parcel, and no trespassing on adjacent parcels shall occur without the consent of the applicable landowner(s). No construction -related trash or litter shall be allowed to be deposited on the adjacent parcels. Building Division 15. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 16. Applicant must also comply with all other applicable State and local statutes, ordinances and, regulations. I hereby declare, under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 6 ■ Vicinit ao Xz G Road cul�ml IL ufham -p. CL Project Locadonj, 0) x iv UP 01-23 0-140-06 lieQ ------- A-10 Q R__ nz_ D_ _ it2 L �MO Du am -Dayton HIM - u. P -Q A5 Fra k Ma 9n A-20 i or t Q --- ------------ ••a A-10 A-40 A-10 oto Lott Rd Q Project Location „�,f�,j Hamlin Rd � Q � --- - - --- 7 A -M A-20 - - 700 0 700 1400 2100 2800 3500 4200 4900 5600 woo 7000 noo 8400 F et BUTTE COUNTY PLANNING COMNUSSION Applicant: AT&T Wireless Services Owner: Lasell Ranch Partnership Hearing Date: September 27, 2001 @ 9:30 a.m. Existing Zone: A-10 (Agricultural, 10 ac. min.) N Supervisorial Request: Use Permit to replace three existing omni -directional antennas mounted on the top of an existing communications District # 4 i tower with twelve panel antennas mounted at the 130 foot level. Assessor Parcel No: 040-140-068 Me: UP 01-23 AP 040-140-068 AT&T Wireless UP 01-23 ��� I Mailing List Distribution EXISTING ANTENNAS TO BE REMOVED (3) TOTAL 6' CHAINLINK FENCE: Cf W 0 0 L, 0 0- 0 r 0 0 +155 C/L OF RAD ANTENNAS +130' C/L OF RAD NEW LOWERED PANEL ANTENNAS NEW ANTENNAS W/ DOWN TILT BRACKETS SET ® AZIMUTH 80'/320'/200' (12) TOTAL PANEL ANTENNAS MICROWAVE DISHES MICROWAVE DISHES EXISTING FREE STANDING LATTICE TOWER 0 0 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 September 12, 2001 AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 Re: Use Permit, AP 036-500-071, UP 02-01 Gentlemen: Enclosed is a copy of the Revised Agenda Report concerning your application for a Use Permit to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level at the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR 70 and Ophir Road, Oroville.. Should you have any concerns with the report or conditions of approval, please contact us in advance of the meeting so that we may work together to resolve your concerns. A public hearing has been set for September 27, 2001, at 9:30 a.m. This meeting will be held in the Board of Supervisors' Room, 25 County Center Drive, Oroville, California. The Planning Commission recommends that the applicant or their authorized representative be present at the hearing to respond to any questions the Commission may have. Should you have any questions regarding this matter, please contact Stephen Betts of this office at 538-7601, between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Rdson Planning/Administrative Support Service Assistant Enc. j:\wpdocs\pc1ts\schedu1e.mrg Bill thance Realty Butte County Planning Commission 7 County Center Drive Oroville, CA 95965 August 29, 2001 RE: AT & T Wireless Services, Use Permit; APN 040-140-068 Dear Butte County Planning Commission: 0 My name is Bill Chance; I own the property that adjoins the wireless tower site. That tower was installed during the summer of 1995. I remember it like it was yesterday. From the beginning of construction through completion it was a daily battle. The Construction Company used my property for a staging area, a dumpsite for waste construction material, litter and even blocked me from accessing my property with construction equipment. Each day I would contact the construction supervisor about what was happening and he would say "no problem it won't happen again" and the next day they would be trespassing again or there would be trash dumped on the property. They even damaged a concrete irrigation outlet on my property that I demanded they fix. They did a very poor repair job and it leaks to this day. I truly got tired of fighting them. I can assure you that none of this is exaggerated. In fact I have enclosed a copy of a letter that I sent to Cellular One at the end of the construction for your review. AT & T which took over Cellular One about that time did respond to the letter and paid for some of the damages. But it did not come close to covering three months of aggravation, stress and working around them on my own property. I obviously don't want to go through this experience again. I would like you to require conditions that will insure that they stay on the property that they have leased. That there is some accountability by whoever is doing the installation/construction so that there is no property damage, trespass, or debris and litter issues. I can assure you that this time I will utilize Law Enforcement without warning for any violation to my property or myself. I hate to do this because I know our Sheriffs Department is understaffed and has more important issues to deal with, but I will. 530.343.7085 bus 530.893.1436 res 530.343.1632 fx BKChance4C@aol.com P.O. Box 7642 Chico, CA 95927 p ECE I V E AUS 31 M BUTTE COUNTY PLANNING OMSION There is one more thing I would like to bring to your attention, although it probably isn't part of this Use Permit application. This information should be useful for future sites. This site has a graveled parking area that is not fenced or locked. Over the last six years it has become an area for the public to park and apparently have parties after which they throw their bottles and trash onto my property instead of over the chain link fence that protects the tower. If the parking area were secured behind the fence it would be less convenient for people to loiter in the area because they would be on the county road. One thing that is obvious to me, if there were more substantial setbacks from adjoining properties these problems would not be an issue. They would only impact the property owner who decided to lease its property for one of these sites. If you have any questions regarding this matter, please call me at 343-7085. Sincerely, ,Kdgla�— Bill Chance Ec�r�ad� J AUG 3 1 2001 BUTTE COUNTY PLANNING DIVISION-- WILLIAM C. CHANCE Post Office Box 7642 Cbico, CA 95927 916-343-7085 August 28, 1995 Director of Operations Cellular One 1750 Howe Avenue, Suite 102 Sacramento, CA 95825 Re: Call ID: Durham Dayton 5586-95-009 Dear Directors My name is Bill Chance. I own and farm the property that adjoins your new cellular site in Butte County. From the first day your construction crews arrived on site, I have experienced everything from criminal trespass, to illegal dumping, to physical property damage. This does not include the frustration of not being able to access the landing on my property on any given day. The first day there was construction activity, I had litter and old wire fencing dumped on my property. When I contacted the construction workers, it was removed. Then, I had a large pile of dirt from excavation dumped on my property. It was removed when I requested it. Next, I had your construction equipment left on my property blocking the access to the landing on my property for an entire weekend. I came very close to having the sheriff remove it and,, in retrospect, perhaps should have done so. Each time I contacted someone at the site to tell them to stay off my property they said they Mould. Yet to this day your operation is stili trespassing and leaving material on my property. Currently, I still have discarded fencing material on my property and I refuse to remove it myself. A large tractor trailer delivering your building backed onto my property, damaged a concrete structure and got stuck. This damage has not been repaired. They used a crane to help remove it from my property. It was very close to damaging my irrigation source that is vital 'to my growing rice crop. I have removed litter from my rice field obviously left over from somebody's lunc2.. To say the least, I am livid about the way I have been treated. I don't think I should have to supervise the construction crews to make sure my private property stays intact. I � � Director of operations Cellular One Page 2, August 28, 1995 Re: Cell ID: Durham Dayton 5586-95-009 Not only has my business and private property been impacted by your construction, but by building so close to the property line you have interfered with my farming operation. In a sense you have taken a corner out of my farming operation. Don't get me wrong. I really don't oppose the tower itself. If you had located the tower farther off the property line then I would not be burdened with having to farm around it. I am currently working to make sure you must address these issues in the future. I have been active with local land use issues for the last several years through Farm Bureau and the chamber of Commerce. I did a little research and learned that, this spring, the requirements for Use Permits were removed for cellular towers located in agricultural areas. It is obvious to me (and others in the agricultural community that I have spoken with) that this was a huge error, if the companies installing these towers are not going to install them in a responsible manner. The solution will be to reinstate the Use Permit process that will add to your cost and be time consuming or have setback requirements added to the zoning code. I have already contacted two of our County Supervisors and the Director of Development Services to begin the process. This would prevent you from taking property without compensation and interfering with neighboring operations at the neighbor's expense. I am sure you can appreciate this, if someone caused you to become less profitable or impacted your operation or infringed on your rights that you would take the same action. It is unfortunate, because with a little common sense and courtesy, everybody could do business without affecting each other. The last thing any industry needs is more regulations. Please contact me on or before 5:00 P.M. on August 31, 1995 to arrange for the repairs and cleanup of my property. If you have not contacted me by this deadline, I will turn this matter over to my attorney. Sincerely, WILLIAM C. CHANCE ME A -1Q AAA 4 $' 1�1 4 � aJ Y` y g j _ ,� i � �y � n..rL.w.�w_P►a.dnn {iIIIN _._ _.�L���---�-�-^" P -Q � � r8 r 10 ..sA C t t Location : 700 0 700 1400 2100 2800 3500 4200 4900 5600 6300 7000 7700 8400 t BUTTE COUNTY PLANNING CONMUSSION Applicant: AT&T Wireless Services Owner: Lasell Ranch Partnership Hearing Date: September 27, 2001 @ 9:30 a.m. Existing Zone: A-10 (Agricultural, 10 ac. min.) N Supervisorial Request: Use Permit to replace three existing omnidirectional antennas mounted on the top of an existing communications District # 4 tower with twelve panel antennas mounted at the 130 foot level. I Assessor Parcel No: 040-140-068 Me:UP )1-23 September 7, 2001 Mr. David Miller 1534 East Houston, Suite A Fresno, CA 93720 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 Re: Use Permit Application for AT&T Wireless Services, rile # UP 01-23, APN 040- 140-068 (Durham -Dayton, Site C008) Dear Mr. Miller: Attached is a letter we received from an adjacent land owner regarding the above referenced project. Please carefully review the letter and be prepared to answer any questions that may come up regarding his concerns at the September 27, 2001, Planning Commission hearing on this project. We may add several conditions to the project to address Mr. Chance's concerns. Should you have any further questions regarding this matter, please contact me between the hours of 8:00 a.m. and 4:00 p.m., Monday through Friday, at (530) 538-7153, or via E-mail at sbetts@buttecounty.net. Sincerely, Stephen Betts Senior Planner Enc. satteCount 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 September 6, 2001 Mr. Bill Chance P.O. Box 7642 Chico, CA 95927 Re: Use Permit Application for AT&T Wireless Services, File # UP 01-23, APN 040- 140-068 (Esquon Road) Dear Mr. Chance: Thank you for your letter regarding the above referenced Use Permit project. I will forward a copy of your letter to AT&T Wireless Services so that they are aware of your concerns. Additionally, each member of the Planning Commission will receive a copy of your letter, and at the September 27, 2001, Planning Commission hearing on this project I will mention your concerns. It is possible that several conditions may be added to the project to address your concerns. Should you have any further questions regarding this matter, please contact me between the hours of 8:00 a.m. and 4:00 p.m., Monday through Friday, at (530) 538-7153, or via E-mail at sbetts@buttecounty.net. Sincerely, E��4E Stephen Betts Senior Planner N ,gaffe C LAND OF NATURAL WEALTH AND BEAUTY August 27, 2001 AT&T Wireless Services 7112 N. Fresno Street, #460 Fresno, CA 93720 Re: Use Permit, AP 040-140-068, UP 01-23 Gentlemen: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is a copy of the Agenda Report concerning your application for a Use Permit to.replace two omni directional antennas mounted at the top of an existing 130 foot tall monopole with twelve 4 square foot panel antennas centered at the 110 foot level. Pat the end of Bronson Court, at 83 Bronson Court, approximately 0.25 miles southeast of the intersection of SR -70 and Ophir Road, Oroville.. Should you have any concerns with the report or*conditions of approval, please contact us in advance of the meeting so that we may work together to resolve your concerns. A public hearing has been set for September 26, 2001, at 9:00 a.m. This meeting will be held in the Board of Supervisors' Room, 25 County Center Drive, Oroville, California. The Planning Commission recommends that the applicant or their authorized representative be present at the hearing to respond to any questions the Commission may have. Should you have any questions regarding this matter, please contact Stephen Betts of this office at 538-7601, between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, ZC-4-4� Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: j:\wpdocs\pc1ts\schedu1e.mrg BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT - SEPTEMBER 27, 2001 Applicant: AT&T Wireless Services Road, at 9030 Esquon Road, south of Durham. File #: UP 01-23 Parcel Size: 10 acres Request: Use Permit to replace three existing omni -directional Zone date: February 25, 1992 antennas mounted on the top of an existing 150 -foot tall Supervisor lattice tower with twelve 5- District: 4 square foot panel antennas centered at the 130 -foot level. Project Stephen Betts, Planner: Senior Planner (538-7153) G.P.: Orchard and Field Crops Attachments: Zoning: A-10 (Agricultural, 10 -acre A. Conditions of Approval minimum parcel size) B. General Plan/Zoning Map C. Vicinity Map APN: 040-140-068 D. Public Notice Map E. Site Plan Location: On the northwest corner of Esquon Road and Hamlin STAFF COMMENT: Staff recommends approval of the Use Permit with findings and conditions. PROJECT DESCRIPTION/SITE CHARACTERISTICS: This is an application for a Use Permit to replace three existing omni -directional antennas mounted on the top of an existing 150 -foot tall lattice tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. No new ground structures are proposed nor will the existing lease area be increased in size. The proposed antennas will provide improved mobile telephone services to the public in the Durham area. The 10 -acre project parcel is developed with the 150 -foot tall lattice tower, a single family dwelling unit, and an irrigated pasture. The tower and an equipment shelter are located within a 2,500 -square foot lease area adjacent to Esquon Road. The tower was constructed at a time when communications towers were allowed by right in the A-10 zone. In addition to the three omni -directional antennas, the tower also supports two microwave dishes. The tower is not painted or lighted. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ The project site is zoned A-10 (Agricultural, 10 -acre minimum parcel size) and has a General Plan Land Use designation of Agricultural Residential. Surrounding parcels are zoned A-10 and A-40 and range in size from 9 acres to 665 acres. Land uses on the surrounding parcels are rice fields, irrigated pastures, and single family dwellings at rural densities. The project site is not located within an Airport Compatibility Zone. The site is located within a 100 -year flood zone. ANALYSIS: No significant impacts are expected due to this project. The project would not result in an increase in air emissions, fugitive dust emissions, light, noise, or vehicle traffic. The proposed panel antennas would present a larger surface area that can be more readily seen then the existing omni -directional antennas, but this would not create any significant visual impacts. The project would not result in an increase in the height of the tower. ACTIONS FOR CONSIDERATION: Staff recommends that the Planning Commission approve the project, subject to the following findings and conditions: I. The project is 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. The project will not have a significant impact on the environment II. Approve Use Permit 01-23 for AT&T Wireless Services, subject to the following findings and conditions found in Exhibit A: A. The proposed use of the property would not impair the integrity and character of the zone in which the land lies, and that the use would not be unreasonably incompatible with, or injurious to, surrounding property, or detrimental to the health, safety and general welfare of the persons residing or working in the neighborhood, or to the general health, welfare and safety of the County because: 1. The proposed antennas are replacing existing antennas. 2. The proposed antennas would not cause a significant aesthetic impact because they will not increase the height of the tower and are small in size. 3. The proposed antennas would not cause an increase in emissions, noise, odors, or vehicle traffic. 4. A radio-frequency analysis, prepared by a radio-frequency engineer, states that the radio emissions from the proposed antennas would not exceed FCC standards. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ L 1. 5. The existing tower is capable of supporting the proposed antennas. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ EXHIBIT A USE PERMIT BUTTE COUNTY PLANNING COMIVIISSION DATE: (Certified Mail Rec.) UP 01-23 PERMIT NO. 040-140-068 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below, AT&T Wireless Services is hereby granted a Use Permit in accordance with the application filed to replace three existing omni -directional antennas mounted on the top of the 150 -foot tall lattice, tower with twelve 5 -square foot panel antennas centered at the 130 -foot level. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works, or their respective designee, upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be ' major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ Conditions of Approval: Planning Division 1. 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 date- stamped July 3, 2001, and is incorporated herein by this reference. 2. The three omni -directional antennas mounted on the top of the tower shall be removed within one (1) month of activation of the new antennas. 3. 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. 4. The installation of any Facility shall comply with all applicable building and electrical codes. 5. No advertising or display is permitted on any Facility. 6. 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. 7. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 8. 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. 9. 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. 10. 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 ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 5 ■ 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. 11. 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. 12. Traffic resulting from the installation, operation, and maintenance of Wireless Communications Facilities, must be kept to a minimum. 13. Facilities shall be secured at all times to prevent access by the public. Building Division 14. Building permits required. Provide calculations from a licensed design professional verifying that the tower structure can support revised loading. Other Conditions 15. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF Assessor's Office Public Works Department ■ BUTTE COUNTY PLANNING COMNIISSION AGENDA REPORT ■ PAGE 6 ■ Bill Chance Realty �y,,y • Butte County Planning Commission 7 County Center Drive Oroville, CA 95965 August 29, 2001 RE: AT & T Wireless Services, Use Permit; APN 040-140-068 Dear Butte County Planning Commission: Q P o t --n My name is Bill Chance; I own the property that adjoins the wireless tower site. That tower was installed during the summer of 1995. I remember it like it was yesterday. From the beginning of construction through completion it was a daily battle. The Construction Company used my property for a staging area, a dumpsite for waste construction material, litter and even blocked me from accessing my property with construction equipment. Each day I would contact the construction supervisor about what was happening and he would say "no problem it won't happen again" and the next day they would be trespassing again or there would be trash dumped on the property. They even damaged a concrete irrigation -outlet on'my property that I demanded they fix. They did a very poor repair job and it leaks to this day. I truly got tired of fighting them. I can assure you that none of this is exaggerated. In fact I have enclosed a copy of a letter that I sent to Cellular One at the end of the construction for your review. AT & T which took over Cellular One about that time did respond to the letter and paid for some of the damages. But it did not come close to covering three months of aggravation, stress and working around them on my own property. I obviously don't want to go through this experience again. I would like you to require conditions that will insure that they stay on the property that they have leased. That there is some accountability by whoever is doing the installation/construction so that there is no property damage, trespass, or debris and litter issues. I can assure you that this time I will utilize Law Enforcement without warning for any violation to my property or myself. I hate to do this because I know our Sheriffs Department is understaffed and has more important issues to deal with, but I Will.' 530.343.7085 but y 530.893.1436 res 530.343.1632 fx BKChance4C@aol.com P.O. Box 7642 Chico, CA 95927 BUTTE C PLANNING • There is one more thing I would like to bring to your attention, although it probably isn't part of this Use Permit application. This information should be useful for future sites. This site has a graveled parking area that is not fenced or locked. Over the last six years it has become an area for the public to park and apparently have parties after which they throw their bottles and trash onto my property instead of over the chain link fence that protects the tower. If the parking area were secured behind the fence it would be less convenient for people to loiter in the area because they would be on the county road. One thing that is obvious to me, if there were more substantial setbacks from adjoining properties these problems would not be an issue. They would only impact the property owner who decided to lease its property for one of these sites. If you have any questions regarding this matter, please call me at 343-7085. Sincerely, Adgol-�— Bill Chance Ef' 11 a+ L7 17 IIIJn AUG 3 i 2001 BUTTE COUNTY PLANNING DIVISIN_ WILLIAM C. CHANCE Post office Box 7642 Chico, CA 95927 916-343-7085 August 28, 1995 Director of Operations Cellular One 1750 Howe Avenue, Suite 102 Sacramento, CA 95825 Re: Cell ID: Durham Dayton 5586-95-009 Dear Director: My name is Bill chance. I own and farm the-'raperty'.that adjoins your new cellular site in Butte County. From the first day your construction crews arrived on site, I have experienced everything from criminal trespass, to illegal dumping, to physical property damage. This does not include the frustration of not being able to access the landing on my property on any given day. The first day there was construction activity, I had litter and old wire fencing dumped on my property. When I contacted the construction workers, it was removed. Then, I had a large pile of dirt from excavation dumped on my property. It was removed when I requested it. Next, I had your construction equipment left on my property blocking the access to the landing on my property for an entire weekend. I came very close 'to having the sheriff remove it and, in retrospect, perhaps should have done so. Each time I contacted someone at the site to tell them to stay off my property they said they Mould. Yet to this day your operation is still trespassing and leaving material on my property. Currently, I still have discarded fencing material, on my property and I refuse to remove it myself. A large tractor trailer delivering your building backed onto my property, damaged a ooncrete structure and got stuck. This damage has not been repaired. They used a crane to help remove it from my property. It was very close to damaging my irrigation source that is vital ,to my growing rice crop. I,have removed litter from my, rice -field obviously left over, from ,somebody's luncls. '.. Tosay'the least,'; I ant livid about the way I have been I treated. I donft think I should have to supervise the construction crews to make sure my private property stays intact. sl ' Director of operations Cellular one Page 2, August 28, 1995 Re: Cell ID: Durham Dayton 5586-95-009 Not only has my business and private property been impacted by your construction, but by building so close to the property line you have interfered with my farming operation. In a sense you have taken a corner out of my farming operation. Don't get me wrong. I really don't oppose the tower itself. If you had located the tower farther off the property line then I would not be burdened with having to farm around it. I am currently working to make sure you must address these issues in the future. I have been active with local land use issues for the last several years through Farm Bureau and the chamber of Commerce. X did a little research and learned that, this spring, the requirements for Use Permits were removed for cellular towers located in agricultural areas. It is obvious to me (and others in the agricultural community that I have spoken with) that this was a huge error, if the companies installing these towers are not going to install them in a responsible manner. The solution will be to reinstate the Use Permit process that will add to your cost and be time consuming or have setback requirements added to the zoning code. I have already contacted two of our County supervisors and the Director of Development Services to begin the process. This would prevent you from taking property without compensation and interfering with neighboring operations at the neighbors expense. I an Oure you can appreciate this, if someone caused you to become less profitable or impacted your operation or infringed on your rights that you would take the same action. It is unfortunate, because with a little common sense and courtesy, everybody could do businesswithout affecting each other. The last thing any industry needs is more regulations. Please contact me on or before 5:00 P.M. on August 31, 1995 to arrange for the repairs and cleanup of my property. if you have not contacted me by this deadline, I will turn this matter over to my attorney. Sincerely, WILLIAM C. CHANCE REVISED BUTTE COUNTY PLANNING COMMISSION NOTICE OF A PUBLIC HEARING Notice is hereby given by the Butte County Planning Commission that a public hearing is published for Thursday, September 27, 2001, in the Butte County Board of Supervisors' Room, County Administration Center, 25 County Center Drive, Oroville, California, regarding the following item. ITEM DETERMINED TO BE A GENERAL RULE EXEMPTION FROM ENVIRONMENTAL REVIEW 9:30 a.m. - AT&T Wireless Services, Use Permit to replace three existing omni -directional antennas mounted on the top of an existing 150 -foot tall lattice tower with twelve 5 - square foot panel antennas centered at the 130 -foot level. The property is zoned A-10 (Agricultural - 10 -acre parcels) and located on the northwest corner of Esquon Road and Hamlin Road, at 9030 Esquon Road, south of Durham. APN 040-140-068 (SB) (UP 01-23) The above mentioned application and map are on file and available for public viewing at the office of the Butte County Development Services Department, Planning Division, 7 County Center Drive, Oroville, California. For information call: (530) 538-7601 (Monday through Friday, 8:00 a.m. to 4:00 p.m.) Comments may be submitted in writing at any time prior to the hearing or orally at the meeting listed above or as may be continued to a later date. Upon action taken by the Planning Commission on the project an appeal may be filed with the Clerk of the Board of Supervisors. The appeal period is 10 days. If you challenge the above applications in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice or in written correspondence delivered to the Planning Commission, at or prior to, the public hearing. BUTTE COUNTY PLANNING COMMISSION 30, To be published in the Chico Enterprise on Thursday, August 2001 CO Recpwcd • 0 JUL g ZOOI BUTTE COUNTY vixTLH, DIV. DEPARTMENT OF DEVELOPMENT SERVICES TUR�� PLANNING DIVISION TO: AGRICULTURAL COMMISSION FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level on property zoned ' A-10 (AgriculbimL 10 acream celsl located on the northwest corner of Es4uon Road and Hamlin road at 9030 Esquon Road,soulb of Durham identified as APN 040-140-068. Supervisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON Aug ist 3, 2001 _ COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): ' mo Co�s . • 1 1�A_� tf �.1 Date: ti h i�a, tx�i 7 County Center Drive Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: BUILDING MANAGER FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level on property zoned A-10 (Agriculb ML 10 acre parcels) located on the northwest corner of Esquon Road and Hamlin road_ at 9030 Esquon Road,soulb of Durham, identified as APN 040-140-068. Supervisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON Aug su t 23, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): _PEW -44 ?S ie Q /D. PtZO Ul DE C44C 1,A710A)S FrEW -4 L,/4PV,96b _P6V6AJ IV949WWICALAX 11E10,w1 Suppe 9E IS 6M) Cost fAf6. mi no A lu Ul tl44 - 9 AW# IL-� BUTTE COUN By: Date: -7/f D/ 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY STANDARD CONDITIONS FOR USE PERMIT APPLICANT: AT&T Wireless Services DATE: July 3, 2001 AGENT: APN: 040-140-068 FILE #: UP. 01-23 PLANNER: Stephen Betts PROJECT DESCRIPTION: Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level. Those items checked are conditions of approval. PLEASE CONTACT THE BUILDING DIVISION FOR COMPLIANCE WITH THE FOLLOWING CHECKED CONDITIONS H. BUILDING PERMITS V/1 Building Permits Required. Prepare #�_L sets of construction plans and make an application for permit. Construction shall comply with federal, state, and local regulations. Plans shall be prepared, sealed and signed by a California Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. 2. Proposed improvements constitute a "change in use" or "change in the character of use" as stated in the building code. Improvement plans shall incorporate all code -required elements for the new use. 3. All structures shall be made accessible to the disabled. Disabled accessible parking and an accessible path of travel shall be provided. 4. Proposed improvements shall comply with Title 24 energy conservation regulations. Appropriate compliance forms (two sets) shall be submitted indicating compliance with those standards. 5. Proposed improvements shall comply with Butte County Code and FEMA Flood Hazard Prevention regulations. A FEMA Elevation Certificate, prepared by a qualified professional, shall be completed and submitted with improvement plans for the Building Division. 6. Proposed improvements shall comply with recorded map conditions applicable to construction Proposed improvements shall comply with Public Resources Code 4290 Fire Safe Construction standards. Development fees for the proposed residential or non-residential improvements shall be paid prior to the issuance of building permits. The fees shall be those in effect at time of application, and shall include, but not be limited to, School Fees, Park and Recreation District fees, Water and Sewer Service Fees, Permit and Plan Check fees, and Fire Protection Fees. I. EXISTING STRUCTURES Comply with the Uniform Building Code for property line clearances considering use, area and fire - resistiveness of existing buildings. Existing building(s) shall be made to comply with current Building and Zoning regulations for the intended new use of the building(s) or the existing building(s) shall be demolished. 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 w 0 Environmental Health BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION JUL -"5 1001 Chico, Califomia TO: ENVIRONMENTAL HEALTH FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Seryices–UP_01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment - _ sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level on property zoned A-10 (AgriculwoL 10 acreamcels) located on the northwest corner of Esquon Road and Hamlin road at 9030 Es4 uon Road south of Dirham, identified as APN 040=140=0687Supefyisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON Au ug st 23, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. yno comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): 1 BUTTE COUNTY PtANNING DIVISION Date: A0 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 IV, • TO: LAFCo • LAFC® BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION J U L 0 6 2001 Oroville, California FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level, on property zoned A-10 (Agricu]WmL. 10 acre parcelsl located on the northwest corner of Esouon Road and Hamlin road, at 9030 Esquon Road,south of Durham, identified as APN 040-140-068. Supervisorial District No. 4. 0700/3 THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON August23,2001, COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): Agyr am M SItA'14. (re,.+..l 2 121Arl a.., Park t Q 3- Durinar, U.S-D. /Uo Co`nirx.,Ir By: � �c car Date: �/„ 7 County Center Drive - Oroville, Califomia 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: CALIFORNIA DEPARTMENT OF FORESTRY FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use _Permit to replace three existing panel antennas mounted, on the ton of an existing communications tow r wi h tw lv panel antennas mo rat d at h 130 foot level on property zoned A-10 (Agri ul ural 10 acrear lsl located on h northwest corner of Fsauon Road and Hamlin road, at 9030 Fsquon Road, south o�m, identified as APN 040-140-068. Supervisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - _ DEVELOPMENT REVIEW COMMITTEE ON AugustZJ.2001 COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2 L If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages ifecessar7): it —/ _ _ i r�- 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 BUTTE COUNTY'J DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: PUBLIC WORKS DIRECTOR FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for communications tower with twelve panel antennas mounted at the130 foot level. on property zoned A-10 (AgriculturaL 10 acre parcels) located on the northwest corner of Esquon Road and Hamlin road, at 9030 F.squon Road, south of Durham, identified as APN 040-140-068. Supervisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X_ PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON Au ug st 23, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): LAnio DEVE1_OPMirtL(_1 MCI CO 14-t4rS — J1,10 co N o IT 10 htJ By: Pn , y OrL-c-� Date: ?-'0-0) IDEM`. WED JUL 5 2001 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 COUNTY OF BUTTE LAND DEVELOPMENT DIV. ATR Wireless • Base Station Site Noo.008 9039 Esquon Road • Durham, 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 facility to be located at 9039 Esquon Road in Durham, California (Site No. C008), 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 nearly 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 Anyrox. Frequency Occupational Limit Public Limit Personal Communication ("PCS") 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Paging Services 900 3.00 0.60 Cellular Telephone 870 2.90 0.58 Specialized Mobile Radio 855 2.85 0.57 [most restrictive frequency range] 30-300 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 signalsa g{�t JcVs Eu be received by individual subscriber units. The transceivers are oft I V e re connected to the antennas by coaxial cables about 1 inch HAMMETT & EDISON, INC. CONSULTING ENGINEERS HESAN FRANCISCO ecw ifBth horl telength of the BUTTE COUNTY 010705-CO08 PLANNING DIVISION Page 1 of 3 r AS Wireless • Base Station Site NoW08 9039 Esquon Road • Durham, California frequencies assigned by the FCC for wireless services, the antennas require line -of -sight paths for 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 Swedcom Model SC10013- Din directional panel antennas in place of three Allen Telecom ' Model DB809 omnidirectional antennas on top of a lattice tower sited at 9039 Esquon Road in Durham. The antennas would be mounted at an effective height of about 120 feet above ground and would be oriented in pairs toward 80°T, 2000T, and 320°T. The maximum effective radiated power in any direction would be 550 watts, representing 22 channels operating simultaneously at 25 watts each. There are no other wireless communications facilities located in the vicinity. Study Results The maximum ambient RF level anywhere at ground level due to the proposed AT&T operation is calculated to be 0.0000016 mW/cm2, which is 0.00028% of the applicable public limit. It should be noted that even this result includes several "worst-case" assumptions and therefore is expected to overstate actual power density levels. No Recommended Mitigation Measures Due to their mounting location on a tall pole, the antennas are not accessible to the general public, and so no mitigation measures are necessary to comply with the FCC public exposure guidelines. HEHAMMETT & EDISON, INC. 010705-CO08 CONSULTING ENGINEERS SAN FRANCISCO Page 2 of 3 AWireless • Base Station Site No*008 9039 Esquon Road • Durham, 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 9039 Esquon Road in Durham, 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. July 12, 2001 HEHAMMETT & EDISON, INC. 010705-CO08 CONSULTING ENGINEERS SAN FRANCISCO Page 3 of 3 1 National council on Radiation Protection ankeasurements Report No. 86 (Published 1986) "Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields" Radio Frequency Protection Guide Frequency Electromagnetic Fields IContact Currents Applicable Electric Magnetic Equivalent Far -Field (mA) Range Field Strength Field Strength Power Density (MHz) (V/m) (A/m) (mW/cm2) 0.3-1.34 614 614 1.63 1.63 100 100 200 1.34-3.0 614 823.8/f 1.63 2.19/f 100 1801P 200 3.0-30 .1842/f 823.81f 4.89/f 2.19/f .900/f2 1801P 200 30 — 300 61.4 27.5 0.163 0.0729 1.0 0.2 no limit 300-1,500 3.54Jf 1.59✓}- VT106 (7238 f/300 f/1500 no limit 1,500 – 100,000 137 61.4 0.364 0.163 5.0 1.0 no limit Note: f is frequency of emission, in MHz. Power Density (mW/cm2 ) 1000 100 10 1 0.1 Occupational Exposure Public Exposure — — — Contact 1000 Current (mA) 100 Q.1 1 10 100 103 104 105 Frequency (MHz) HEHAMMETT & EDISON, INC. NCRP-86 Standard CONSULTING ENGINEERS SAN FaaNCrsco Figure 1 R ROUNDTM Calculation Methoo�logy 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 1702FF2 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. HEHAMMETT & EDISON, INC. Methodolo CONSULTING ENGINEERS gY SAN FRANCISCO Figure 2 9 • Technical Services June 22, 2001 .Steve Betts, Senior Planner County of Butte Planning Division 7 County Center Drive Oroville, CA 95965 Re: Use Permit Application — Existing Tower Antenna Modificati Durham Dayton Site — CO08 9039 Esquon Road, Durham, CA 95938 APN: 040-140-068 Dear Mr. Betts: ART AT&T Wireless Services, Inc. Suite 460 7112 N. Fresno Street Fresno, CA 93720 559 438-8888 FAX 559 438-6000 JUN 2 E 2001 10 BUTTE COUNTY PLANNING DIVISION 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. This site was originally constructed under Building Permit # 95-0982. Due to the site being in an A-10 agricultural zone, a Use Permit was not required at the time of construction. As a result, this application is being made to allow up to twelve panel antennas for use by AT&T. Project Description The proposed project consists of mounting up to twelve panel antennas on an existing 150' 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. V S A /-�� PROUD PARTNER IA ' 9 Recycled Paper • J7d 'N40 �--)A 17 N RFR/EMF nd Wattage Output Data The 44p@aiia site will produce Maximum Power/Channel into Antennas of 2.524 watts. There will be twenty-two (22) channels/sector with 3 sectors maximum. Horizontal and Vertical Location Coordinates The existing site is located at 390 37' 55" North Latitude by 121° 45' 51" 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 120' AGL on the existing tower. Visual impact assessment, photo simulation Current site photos and photo simulation of proposed changes were previously submitted. 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 license. 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 UN*ED STATES OF AMERI( PCOM yC'\. p�COMMUySI fig° .; :;. FEDERAL COMMUNICATIONS COMMISSION ANTENNA STRUCTURE REGISTRATION `�� s• Part 17 of the FCC rules requires you to: (1) immediately provide, a copy of this. registration. to each FCC licensed tenant of your structure (although not required, you may want. to use. Certified: Mail .to obtain proof of receipt); and, (2) ritp1T the Registration Number in a conspicuous place... visible near the base of the structure (unless a government entity objects, in writing, to the display near. a.. historic landmark). 04/08/97 R 10 B Page FCC 854R 1 of 1 March 1997 Cc)og ��z//•�9 ' vo >7 A` i Q D . JUN 2 $ 2001 BUTTE COUNTY .PLANNING DIVISION Owner: Registration Number: AT&T WIRELESS SERVICES INC 1014213 .ESTHER C HILLIARD Issue Date: 11.50 CONNECTICUT 'AVE NW 4TH FL WASHINGTON DC 20036 • 04/07/97 Location of Antenna Structure: � Ground ,Elevation: 44.8 meters -. 9039.ESQUON DURHAM CA _ Overall Height Above Ground (AGL): 50-.5 meters.. . Latitude Longitude Overall Height Above Mean Sea Level (AMSI,): N39-37-55 W121-45-51 NAD 27 � 95.3 meters Painting and Lighting Requirements: Special Conditions: _ 04/08/97 R 10 B Page FCC 854R 1 of 1 March 1997 Cc)og ��z//•�9 ' vo >7 A` i Q D . JUN 2 $ 2001 BUTTE COUNTY .PLANNING DIVISION NONE - Special Conditions: _ 04/08/97 R 10 B Page FCC 854R 1 of 1 March 1997 Cc)og ��z//•�9 ' vo >7 A` i Q D . JUN 2 $ 2001 BUTTE COUNTY .PLANNING DIVISION Tel: (541) 582-8074 March 8, 2001 QKVIDSON ENGINEERIOG CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, Oregon 97537 Fax: (541) 582-0072 E-mail: wdavidson@tower-structures.com Mr. Jim Daniel AT&T WIRELESS SERVICES 2729 Prospect Park, 1st Floor Rancho Cordova, California 95670 D E'E0VE LJAN 2% W BUTTE COUNTY PLANNING DIVISION Re: Rigorous Structural Analysis of (Existing) 148 Foot Tall Self -Supporting Communications Tower Location: Lat: N 390 37' 55" W 1210 45' 55" 9039 Esquon Road - Butte County, CA Tower Manufacturer: UNR-ROHN MANUFACTURING AT&T Wireless Site: Durham -Dayton Site, near Durham, CA (AT&T Site Number C008) DE Project No. 392-01 Dear Mr. Daniel: At your request, DAVIDSON ENGINEERING (DE) has completed a rigorous structural analysis of the subject tower for the addition of 12 each Swedcom SC100-13Din CDMA/GSM antennas with 12 each 1-5/8"� feed lines at +110 feet AGL. The antennas will be mounted on a new full sector 360 degree antenna mount. These 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 documentation prepared by UNR-ROHN MANUFACTURING. The documentation is dated 08 May 1995 and is stamped and signed by Mr. Thomas W. Shepke, a California licensed civil engineer. The design documentation describes the tower member sizes, material types, and material grades. It also describes the original foundation pier construction used for support of the tower, including concrete strength and reinforcing steel. The undersigned accompanied you on a site visit on March 1, 2000 in which certain digital, images (photographs) of the existing tower construction and currently supported antenna and ancillary equipment were obtained. 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. 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 the puposes of this structural analysis and Mr. Jim Daniel - AT&T WIRELESS OVICES page 2 - 03/08/01 review, the applicable wind load design standard is EIA 222-F, dated June 1996. The tower strength design was founded on a 75 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 only critical with respect to the currently existing 6 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 Swedcom SC100-13Din CDMA/GSM 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 146' 4 ea DB809K-XC 120' 1 ea 6 foot Std MW dish 110' 12 ea SC100-13Din CDMA/GSM 95' 1 ea 6 foot Std MW dish 0' - 148' 1 ea fixed climbing ladder 0' - 148' 1 ea fixed waveguide ladder 4 ea 1-5/8"� AT&T Wireless 1 ea EW63 w/ molded radome 12 ea 1-5/8"� AT&T Wireless 1 ea EW63 w/ molded radome Antenna mount wind and dead loads were also included for each of the listed antennas. RESULTS OF ANALYSES 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 addition based on the stated design criteria (EIA 222-F; 75 MPH basic wind speed). Calculations further indicate that most of the near vertical tower legs will have strength residual values between 46% and 200% after the Swedcom antennas are added to the structure. Calculations also indicate that most of the X -braced tower web diagonal members will have strength residuals between 54% and 155%. The foundation will possess a minimum residual capacity of approximately 73 %. 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 6 foot Std MW dish location (about either the vertical or two horizontal axes) is about 0.208 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 0.467 degrees about any axis even at the EIA strength design wind load of 75 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. Mr. Jim Daniel - AT&T WIRELESSIOvICES • page 3 - 03/08/01 RECOMMENDATIONS AND CONCLUSIONS Calculations indicate that after the newly proposed full sector antenna mount and 12 each Swedcom SC100-13Din antennas are mounted at the 110 foot elevation AGL, the tower will continue to possess significant strength residuals for potential future antenna and feed line additions. The limiting factor appears to be the capacity of certain bolted connections which may potentially be modified at some time in the future. It is recommended that AT&T WIRELESS SERVICES proceed with the proposed 12 each Swedcom antenna, full sector antenna mount, and feed line installations at the + 110 level at their earliest convenience. AT&T WIRELESS SERVICES should independently verify with the microwave antenna manufacturer that a maximum 0.208 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 antennas mounted at the approximate 120 and 95 foot elevations AGL. 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 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® V7.5 were utilized for this project. Mr. Jim Daniel - AT&T WIRELESAVICES • page 4 - 03/08/01 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. • QROFE3Slp,� No. C $8041 9039 Esquon Road Durham, CA 39.6319 -121.7653 N39.6319 W 121.7653 Durham -Dayton Tower Site - AT&T Wireless MEW mi 0.2 0.4 0.6 0.8 1 1-2 1.4 Copyright © 1988-2000 Microsoft Corp. and/or its suppliers. All rights reserved http //wvw.microsoft corn/Streets O Copyright 1999 by Geographic Data Technology. Inc All rights reserved D 1999 Navigation Technologies All rights reserved This data includes information taken with permission from Canadian authorities O Her Majesty the Oueen in Right of Canada. Page © Copyright 1999 by Compusearch Micromarketing Data and Systems Ltd s Durham -Dayton Tower Site - AT&T Wireless Tower 5;+C 0 vds 50 100 150 200 25n Copyright m 1988-2000 Microsoft Corp. and/or its suppliers All rights reserved. http:/t v .microsoft.com/Streets © Copyright 1999 by Geographic Data Technology, Inc. All rights reserved © 1999 Navigation Technologies All rights reserved. This data includes information taken with permission from Canadian authorities O Her Majesty the Queen in Right of Canada. Page © Copyright 1999 by Compusearch Micromarketing Data and Systems ltd DAV I DS O N ENGINEER (:IVIL 1 STdUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (EXlsting)148 foot tall self-suppgMtrianguiar communications tower — Durham-Dayt e near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES — Jim Daniel Sheet Number Rogue River, OR 97537 Tower Owner. AT&T WIRELESS SERVICES 1' Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Pt. 5•x5"x3/4" w/ 4 ea 5/8' / Rohn Section 7N5T316 2-1/2" pipe x 3" 0.20 watt 1.1-3/40-3/4x3/16` X-brcg w/ 5/8" A325 bolt Rohn Sectn 7NST447 2-1/2' io Pig. z 0.203" wall L1 -3/4x1 -3/4x3/16' X -brcg w/ 5/8" A325 bolt PL 5'x5'x3/4" w/ 4 ca 3/4" / Rohn Section 8N164 2-1/2- pipe x 0.276- wall 1.1-3/40-3/4x3/16' X-brcg w/ 5/8' A325 bolt PL 6"x6"x3/4" w/ 4 ea 3/4" A: Rohn Section 9NH106 3" pipe x 0.300" wall legs L2 -1/2x2 -1/2x3/16' X-brcg w/ 5/8' A325 bolt PL 7"0"xt" w/ 4 ea 7/8" A3 Rohn Section 101,11,11073-1 /2" pi pe x 0. 318- wal I l e LZ -1/2x2 -1/2x1/4- X-brcg v/ 5/8" A325 bolt PL 7'x1"xt' v/ 4 ea 7/8" A325 Rohn Section 11NH75 4" pip z 0. 337" wall legs L3x3xl/4'X-brcg w/ 5/8" A325 bolt PL 9-1/2"x9-1/2"xt-1/4" w/ 4 ea 1' A325 Rohn Sectlon 12NH53 S" pip x 0. 375" wall l egi 0-1/2x3-1/20/4" X-brcg w/ 5/8" A325 bolt PL 9-1/2•x9-1/2"xt-1/4° w/ 4 ea 1' A325 RohnSection 13NH74 5" P, pe z 0. 315' wall legs L3 -1/2x3 -1/2x1/4• X-brcg w/ S/8" A325 bolt PL 13 -1/2 -x13 -1/2"x1-1/4' w/ 6 ea 1• A325 _ .4.1& 5"x3/4" !a 5/8' A325 4.6. 4"6 CALCULATIONS CODE: EIA 222-F WIND: 75 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ) ORDINARY STRUCTURE (I = 1.00 IMPLICIT ) ICING: NONE ADD ANTENNAS 12 EACH SC100-13DIN WITH 12 EA 1-5/8" FEED LINES @ +110 FT AGL (2 CURRENT & 2 FUTURE EACH OF 3 SECTORS) ON FULL SECTOR MOUNT EXISTING ANTENNAS AND EQUIP 4 EACH DB809K-XC w/ 3 EA 1-5/8" 1/4.6 FEED LINES @ +146 FT AGL 1/4 6 6 FT DIAMETER'MW DISH W/ MOLDED RADOME AND EW63 FEED LINE @ +120' AGL 6 FT DIAMETER MW DISH W/ MOLDED RADOME AND EW63 FEED a-5/8.6 LINE @ +95' AGL e-s/a•6 1 EACH WAVEGUIDE LADDER FULL HEIGHT OF TOWER 1 EACH CLIMBING LADDER WITH SAFETY CLIMB FULL HEIGHT OF TOWER 2' 9-1 /8"6 2'9-1/a"6 QaOFES �p� 4' 9-1/4 o. /� `6 No. w 38041 16'9-1/4.6 D C E 0 16' 9-1/4`6 JUN 215 2n BUTTE COUNTY PLANNING DIVISION DAVIDSON E N G I N E E RI N CIVIL /STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (E)isting) 148 foot tall self-supportin communications tower - Durham -Dayton SI#ular near town of Durham, Butte County, CA Project Number 392-04 Client: AT&T WIRELESS SERVICES - Jim Daniel Sheet Number Tower Owner: AT&T WIRELESS SERVICES 2 Rogue River, OR 97537 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com CALCULATIONS CODE: EIA 222-F WIND: 75 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ORDINARY STRUCTURE (I = 1.00 IMPLICIT ) ICING: NONE Total Structure Height; h = 148 ft Wind Velocity; V = 75; (MPH) Stagnation Pressure; q = .00256lbf/ftp x V = 14.4000 Ibf/ft' ; Radial Icing; R = 0.0 in ; ; Gust Response Factor; G„ = 0.65 + 0.60 / ( h / 33 ft )1r' = 1.1342 ; TOWER WIND FORCES TOWER WIND FORCES (cont'd) TOWER WIND LOADS CI +O.O' To+20' AGL; (; Top�;dth = 201.25 in; 0 Basewiath = 225.25 in; 0) ; use avg; z = 33 ft Leg Diameter; Dieg1 = 5.5625 in ; Projected Leg Area; Alegi = 2 x 20 ft x Dieg1 / 12 = 18.542 ff Diag Width; DWdiagl = 3.50 in; Projected Diag Area; Adiagl = 2 x (239.786 + 229.361) x DWdiagi / 144 = 22.806 ft' ;AR = Alegi = 18.5417 ft2 ; ;AF = Adiag, = 22.8058 ft2 ; ;AG = 20 ft x ((Topwidth + Basewidth) / 2 + Dieg 1) / 12 = 364.688 ft2; ; Solidity Ratio; E = (AR + AF) / AG = 0.1134 ; Structure Force Coefficient, CF = 3.4 x (E)2 - 4.7 x E + 3.4 = 2.9108; ;DR = DF = 1.0 = .1-0000; ; RR = 0.51 x (E)2 + 0.57 = 0.5766; ` AE = AF x DF + AR x DR x RR = 33.4961 ft2, ; Kz = (z / 33 ft )2" = 1.0000: Wind Force on Tower Section 1; Fsectionl = q x Kz x GH x CF x AE = 1592 IV; @ +0.0' to +20' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (a7 +20' To +40' AGL; (; ToPwldth = 177.25 in; A Baselidw = 201.25 in; A) ; use avg; z = 33 ft ;Leg Diameter, Dieg1 = 5.5625 in ; Projected Leg Area; Alegi = 2 x 20 R x Dieg1 / 12 = 18.542 ft Diag Width; DWdiagl = 3.50 in; Projected Diag Area; Adiagl = 2 x (219.041 + 208.937) x DWdiagl / 144 = 20.804 f AR = Alegi = 18.5417 ft2 ; ; AF = Adiagl = 20.8045 ft2 ; ; AG = 20 It x ( (Topwidrn + Basewidth) / 2 + Dieg1) / 12 = 324.688 ft2; Solidity Ratio; e = (AR + AF) / AG = 0.1212 ; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x e + 3.4 = 2.8804; DR = DF = 1.0 = 1.0000; RR = 0.51 x (E)2 + 0.57 = 0.5775.: y AE = AF x DF + AR x DR x RR = 31.5121 ft2, ; Kz = (z / 33 ft )2/7 = 1.0000; Wind Force on Tower Section 1; Fsection2 = q x Kz x GH x CF x AE = 1482 Ibf ; @ +20' to +40' (Dead load of structure aufoina`tically cornputed by structural analysis program) DAVIDSON ENGINEER �iCIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review,(Existing) 148_ foot tall self-supplMtriangular communications tower - Durham-Dayl e near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES - Jim Daniel Sheet Number Tower Owner: -AT&T WIRELESS SERVICES Rogue River, OR 975373 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com TOWER WIND FORCES (cont'd) TOWER WIND LOADS (U7 +40' TO +60' AGL; (; Top, idth = 153.125 in; A Basewidth = 177.25 in; 0) ; avg; z = 50 ft ;Leg Diameter; Dieg1 = 4.50 in ; Projected Leg Area; Alegi = 2 x 20 ft x D1eg1 / 12 = 15.000 ft2 Diag Width; DWdiagl = 3.00 in; Projected Diag Area; Adiagl = 2 x (179.434 + 169.003 + 165.336) x DWdiagl / 144 = 21.407 ft2 ;AR = Alegi = 15.0000 ft2 ; ;AF = Adiagl = 21.4072 ft2 ; ;AG = 20 ft x ((Topwidth + Basewldth) / 2 + Dleg1) / 12 = 282.813 ft2; ;Solidity Ratio; E = (AR + AF) /AG = 0.1287; ;Structure Force Coefficient; CF = 3.4x(e) 2 - 4.7 x E +3.4 = 2.8513: ;DR = DF = 1.0 = .1.0000; ; RR = 0.51 x (E)2 + 0.57 = 0.5785; AE = AF x DF + AR x DR x RR = 30.0840 ft2; ;Kz = (z / 33 ft )2/7 = 1:1261: ;Wind Force on Tower Section 1; Fsection3 = q x Kz x GH x CF x AE = 1578 Ibf ; @ +40' to +60' (Dead load of structure automatically computed by structural, analysis program) TOWER WIND LOADS (CD +60' TO+80' AGL; (; ToP idth = 128.625 in; A Basewldth = 153.125 in; A) ; avg; z = 70 ft ;Leg Diameter; Dieg1 = 4.00 in ; Projected Leg Area; Alegi = 2 x 20 ft x'4 1112 = 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 + Basewidttd 12 + D/a91) / 12 = 241.458 ft2; 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 )2/7 = 1.2397; Wind Force on Tower Section 1; Fsection4 = q x Kz x GH x CF x AE = 1362 /bf ; @ +60' to +80' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (CD +80' TO +100' AGL; (; Topwidth = 104. 25 in; 0 Basewidth = 128.625 in; A) ; avg; z = 90 ft ;Leg Diameter; Dieg1 = 3.50 in ; Projected Leg Area; Alegi = 2 x 20 ft x D1eg1 / 12 = 11.667f? Diag Mdth; 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 = Adiag 1 = 13.6991 ft2 ; ;AG = 20 ft x ((Top,wdth + Basewidth) / 2 + D/eg1) / 12 = 199.688 ft2; ; Solidity Ratio; e = (AR + AF) /AG = 0.1270 ; Structure Force Coefficient; CF = 3.4x(e) 2 - 4.7 x e +3.4'= 2.8578 ; ;DR = DF = 1.0 = .1-0000; ;RR = 0.51x(.,) 2 + 0.57 = 0.5782 ; ;AE = AF x DF + AR x DR x RR = 20.4451 ft2, ; Kz = (z / 33 ft )2 = 1.3320: Wind Force on Tower Section 1; Fsedion5 = q x Kz x GH x CF x AE = 1271 Ibf ; @ +80' to +100' . (Dead load of structure automatically computed by structural analysis program) DAVIDSON E N G I N E E RI N O CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (E)istingfoot tall self-supporting�ular Communications tower towewe r -- Durham -Dayton Si near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES - Jim Daniel Sheet Number 296 Covered Bridge Road Tower Owner. AT&T WIRELESS SERVICES Rogue River, OR 97537 4 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com TOWER WIND FORCES (cont'd) TOWER WIND LOADS (G7 +100' To +120' AGL; (; Topwldth = 79.75 in; A ; Basewidth = 104.25 in; A) ; avg; z = 110 ft Leg Diameter; Dieg, = 2.875 in ; Projected Leg Area; Aieg, = 2 x 20 ft x D/eg1 / 12 = 9.583 ft2 Diag Width; DWdiag, = 1.75 in; Projected Diag Area; Adiag, = 2 x (111.027 + 101.793 + 97.003 + 93.698) x DWdiag, / 144 = 9.808 ft2 AR = Aieg, = 9.5833 ft2; ; AF = Adiag, = 9.8078 ft2; ; AG = 20 ft x ( (Topwidth + Basewidth) / 2 + Dleg,) / 12 = 158.125 ft2 Solidity Ratio; e = (AR + AF) /AG = 0.1226 ; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x e + 3.4 = 2.8748 ; ;DR = DF = 1.0 = .1-0000; ; RR = 0.51 x (E )2 +0.57 = 0.57771- AE .5777;AE = AF x DF + AR x DR x RR = 15.3438 ft2; ;Kz = (z / 33 ft )2n = 1.4106; Wind Force on Tower Section 1; Fsections = q x Kz x GH x CF x AE = 1016 lbf ; @ +100' to +120' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (G? +120' TO +128' AGL; (; ToPwidth = 79.75 in; A Basewidth = 79.75 in; A) ; avg; z = 124 ft Leg Diameter; Dieg, = 2.875 in ; Projected Leg Area; Aleg, = 2 x 20 ft x bleg, / 12 = 9.583 ft Diag Width; DWdiagl- = 1.75 in; Projected Diag Area; Adiag, = 2 x (87.245 x 2 + 84.522 x 3) x DWdiag, / 144 = 10.404 ft2 AR = Aleg, = 9.5833 ft2 ; ; AF = Adiag, = 10.4041 f?; ; AG = 20 ft x ((Topwidth + Basewidtlj 12 + Dteg,) / 12 = 137.708 ft2 Solidity Ratio; E = (AR + AF) /AG = 0.1451; Structure Force Coefficient; CF = 3.4 x (E)2 - 4.7 x E + 3.4 = 2.7895; ;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 = 15.9696 ft2; ;Kz = (z / 33 ft )2/7 = 1.4597: Wind Force on Tower Section 1; Fsecdon, = q x Kz x GH x CF x AE x 8 11/20 R = 425 lbf ; @ +120' to +128' (Dead load of structure automatically computed by structural analysis program) TOWER WIND LOADS (a7 +128' TO +148' AGL; (; ToPwidth = 79.75 in; A ; Basewidth = 79.75 in; 0) ; avg; z = 138 ft ;Leg Diameter; D,eg1 = 2.875 in ; Projected Leg Area; Aleg, = 2 x 20 ft x Dreg1 / 12 = 9.583 ft ; Diag Width; DWdiag, = 1.50 in; Projected Diag Area; Adiag, = 2x (87.245 x 2 + 84.522 x 3) x DWdiag, / 144 = 8.918f? AR = Aleg, = 9.5833 ft2; ; AF = Adiag, = 8.9178 ft2; ; AG = 20 ft x ( (Topwidth + Basewidttd / 2 + Dieg,) / 12 = 137.708 ft2 ; ; Solidity Ratio; E _ (AR + AF) /AG = 0.1344; :Structure Force Coefficient; CF = 3.4x(e) 2 - 4.7 x E + 3.4 = 2.8299; ;DR = DF = 1.0 = 1.0000; ; RR = 0.51 x (E)2 +0.57 = 0.5792; ;AE = AF x DF + AR x DR x RR = 14.4686 ft2, ; Kz = (z / 33 ft )2/7 = 1.5050; Wind Force on Tower Section 1; Fsection, = q x Kz x GH x CF x AE = 1006 lbf ; @ +128' to +148' (Dead load of structure automatically computed by structural analysis program) DAVIDSON E N G I N E E CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project. Review✓ (E)isting)148 toot tall self -sup triangular communications towel - Durham -Da Its near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES - Jim Daniel Sheet Number Rogue River, OR 97537 Tower Owner. AT&T WIRELESS SERVICES 5 Calc. by Date ' wfeed5 = q x Kz x GH x CA x 1.09 in / 12 = 2.37 lbf/ft, @ +100' to +120'; Kz = (110 ft / 33 ft)217 = 1.4106: wfeed6 = q x Kz x GH x CA x 1.09 in / 12 = 2.51 lbf/ft; @ +120' to +128'; Kz = (124 ft / 33 ft)27 = 1.4597: Tel: (541) 582-8074 Fax: (541) 582-0072 @ +128' to +148'; Kz = (138 ft / 33 ft)27 = 1.5050. DWD 05 -March -2001 Internet: www.tower-structures.com Linear Appurtenance Wind and Dead Loads Feed Line Forces 7/8" � coax Wind and Dead Load : Kz = (z/33 ft)2/7 ; DL = 0.501&/ ft; ; Feed Line Force Coefficient; CA = 1.2; q = 14.4000 :Kz = (33 ft / 33 ft)2,7 = 1.0000: Wind Force on Feed; wfeed = q x Kz x GH x CA x 1.09 in / 12 = 1.7803 lbf/ft, x KZ @ +0.0' to +20'; Kz = (33 ft / 33 ft)217 = 1.0000: wfeedf = q x Kz x GH x CA x 1.09 in / 12 = 1.78 lbf/ft; (per feed line) @ +20' to +40',- Kz = (33 ft / 33 ft)2 = 1.0000: wfeed2 = q x Kz x GH x CA x 1.09 in / 12 = 1.78 lbf/ft, " @ +40' to +60',- Kz = (50 ft / 33 ft)217 = 1.1261; wfeed3 = q x Kz x GH x CA x 1.09 in / 12 = 2.00 ibf/ft, " @ +60' to +80'; Kz = (70 ft / 33 ft)2"7 = 1.2397; wfeed4 = q x Kz x GH x CA x 1.09 in / 12 = 2.21 lbf/ft, @ +80' to +100, Kz = (90 ft / 33 ft)217 = 1.3320; wfeed5 = q x Kz x GH x CA x 1.09 in / 12 = 2.37 lbf/ft, @ +100' to +120'; Kz = (110 ft / 33 ft)217 = 1.4106: wfeed6 = q x Kz x GH x CA x 1.09 in / 12 = 2.51 lbf/ft; @ +120' to +128'; Kz = (124 ft / 33 ft)27 = 1.4597: wfeedr = q x Kz x GH x CA x 1.09 in / 12 = 2.60 lbf/ft @ +128' to +148'; Kz = (138 ft / 33 ft)27 = 1.5050. wfeeds = q x Kz x GH x CA x 1.09 in / 12 = 2.68 lbf/ft, 1-5/8" � coax Wind and Dead Load ; Kz = (z/33 ft)' ; DL = 1.001bf / ft, Feed Line Coefficient; CA = 1.2; q = 14.4000 Kz = (33 ft / 33 ft)2fl = 1.0000; Wind Force on Feed; wfeed = q x Kz x GH x CA x 1.98 in / 12 = 3.2339 lbf/ft, x KZ @ +0.0' to +20',- Kz = (33 ft / 33 ft)217 = 1.0000: wfew10 = q x Kz x GH x CA x 1.98 in / 12 = 3.23 lbffft, (per feed line) @ +20' to +40'; Kz = (33 ft / 33 ft)27= 1.0000; wfeedt 1 = q x Kz x GH x CA x 1.98 in / 12 = 3.23 Ibf/ft; " @ +40' to +60'; Kz = (50 ft / 33 ft)2 = 1.1261: wfee02 = q x Kz x GH x CA x 1.98 in / 12 = 3.64 lbf/ft, " @ +60' to +80'; Kz = (70 ft / 33 ft)2/7 = 1.2397; wfeed 13 = q x Kz x GH x CA x 1.98 in / 12 = 4.01 ibf/ft ; " ; @ +80' to +100'; Kz = (90 ft / 33 ft)2 = 1.3320: wfeed14 = q x Kz x GH x CA x 1.98 in / 12 = 4.31 lbf/ft ; @ + 100' to +120'; Kz = (110 ft / 33 ft)217 = 1.4106; wfeedf5 = q x Kz x GH x CA x 1.98 in / 12 = 4.56 lbf/ft, ; " @ +120' to +128; Kz = (124 ft / 33 ft)217 = 1.4597; wfeedfs = q x Kz x GH x CA x 1.98 in / 12 = 4.72 lbf/ft, ; " @ +128' to +148,* Kz = (138 ft / 33 ft)27' = 1.5050: wfeed17 = q x Kz x GH x CA x 1.98 in / 12 = 4.871bf/f,- ; DAVIDSON E N G I N E E RI N• CIVIL /STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 148 foot tall self-supportin gular communications tower - Durham -Dayton near town of Durham; Butte County, CA Project Number 392-Q1 i Client: AT&T WIRELESS SERVICES - Jim Daniel Tower Sheet Number wm3 = 1 x q x Kz x GH x CA x Awl = 12.24 lbf/ft, Owner: AT&T WIRELESS SERVICES 6 Rogue River, OR 97537 wm5 = 1 x q x Kz x GH X CA x Awl = 14.48 Ibf/ft, ; @ +100' to +120'; Kz = (110 ft / 33 ft)27 = 1.4106: Calc. by Date @ +128' to +148'; Kz = (138 ft / 33 ft)217 = 1.5050: wm8 = 1 x q x Kz x GH x CA x Awr = 16.361bf/ft, ; Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Linear Appurtenance Wind and Dead Loads (cont'd) Climbing Ladder Wind and Dead Load : Kz = (z/33ft) Z7 DL = 7.50lbf/ft; ;Ad = (2 x0.375 in+ 1.33 x 0. 75 in) / 12 = 0.146:ft2/ft Climbing Ladder Force Coefficient, CA = 1.2; q = 14.4000 Kz = (33 It / 33 ft) 2 7 = 1.0000; Wind Force on Climbing Ladder, wd = q x Kz x GH x CA x Ad = 2.8542 Ibf/ft; x & @ +0.0' to +20'; Kz = (33 ft / 33 ft)217 = 1.0000: wdf = q x Kz x GH x CA x Ad = 2.85 Ibf/ft, @ +20' to +40'; Kz = (33 ft / 33 ft) w = 1.0000: wc12 = q x Kz x GH x CA x Ad = 2.85 Ibf/ft, @ +40' to +60'; Kz = (50 ft / 33 ft)27 = 1.1261: wd3 = q x Kz x GH x CA x Ad = 3.21 Ibf/ft, @ +60' to +80'; Kz = (70 It / 33 ft)w = 1.2397; wd4 = q x Kz x GH x CA x Ad = 3.54 Ibf/ft, ; @ +80' to +100; Kz = (90 ft / 33 ft)217 = 1.3320; wd5 = q x Kz x GH x CA x Ad = 3.801bf/ft, ; @ +100' to +120'; Kz = (110 ft / 33 ft)2/7 = 1.4106; wd6 = q x Kz x GH x CA x Ad = 4.03 lbf/ft,, ; @ +120' to +128'; Kz = (124 ft / 33 ft)2/7 = 1.4597; wd7 = q x Kz x GH x CA x Ad = 4.17 Ibf/ft, ; @ +128' to +148'; Kz = (138 ft / 33 ft)217 = 1.5050: wd8 = q x Kz x GH x CA x Ad = 4.30 lbf/ft, ; 1 each Waveguide Ladder Wind and Dead Load ; Kz = (z/33 ft)' ; DL = 5.50 Ibf / ft; Awl = (2 x 1.75 in + 0.625 x 1.50 in) / 12 = 0.370: ft2 / ft Climbing Ladder Force Coefficient, CA = 1.8; q = 14.4000 Kz = (33 ft / 33 ft) 2/7 = 1.0000; ; Wind Force on Climbing Ladder; w„ 4 = 1 x q x Kz x GH x CA x Am = 10.8715 ibf/ft; x @ +0.0' to +20'; Kz = (33 ft / 33 ft)' = 1.0000; wml = 1 x q x Kz x GH x CA x Am = 10.87 INK' @ +20' to +40 , Kz = (33 ft / 33 ft) 2/7 = 1.0000; wm2 = 1 x q x Kz x GH x CA x Awe = 10.87 IbfK @ +40' to +60 , Kz = (50 ft / 33 ft)2 7 = 1.1261; wm3 = 1 x q x Kz x GH x CA x Awl = 12.24 lbf/ft, @ +60' to +80'; Kz = (70 ft / 33 ft)217 = 1.2397; wW,4 = 1 x q x Kz x GH x CA x Am = 13.48 Ibf/fh ; @ +80' to +100;• Kz = (90 ft / 33 ft)2r7 = 1.3320: wm5 = 1 x q x Kz x GH X CA x Awl = 14.48 Ibf/ft, ; @ +100' to +120'; Kz = (110 ft / 33 ft)27 = 1.4106: wm6 = 1 x q x Kz x GH x CA x Am = 15.34 lbf�ft, ; @ + 120' to +128; Kz = (124 ft / 33 ft)27 = 1.4597: wwn = 1 x q x Kz x GH x CA x Awl = 15.87 lbf/ft• ; @ +128' to +148'; Kz = (138 ft / 33 ft)217 = 1.5050: wm8 = 1 x q x Kz x GH x CA x Awr = 16.361bf/ft, ; DAVI DSO N E N G I N E E RI CIVIL I STRfJCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (E)isting).148 foot tall self-suppodkangular communications tower'- Durham-DaytoMW near town of Durham, Butte County, CA Project Number 392-01 Client AT&T WIRELESS SERVICES—Jim Daniel Tower Sheet Number owner. AT&T WIRELESS SERVICES 7 Rogue River, OR 97537 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Discrete Appurtenance Wind and Dead Loads Antenna Mount (a) +146 ft AGL Wind and Dead Load ; KZ = ( 146/33 ft)27 = 1.52941bf; Area of Mount on one face; AMNT = 2.875 in x ((33.0 + 33.0 + 40.0) x4 + (42.00 x3) + 119 x2 + 4 x (44.72 + 36.0) + 8 x26.54) /144 = 26.42 ft2 Weight of Mounts on 3 faces; DLMNT = 3 x 5.79 x ((33.0 + 33.0 + 40.0) x 4 + (42.00 x 3) + 119 x 2 + 4 x (44.72.+ 36.0) + 8 x 26.54) /12 DLMNT = 1915 Ibf ; (dead load of mounting frame automatically calculated and included in DL by analysis program) Mount Force Coefficient; CA = 2.82; (from tower force coefficient calculation) RR = 0.5795 ; (from tower force coefficient calculation); q = 14.4000 Wind Force on Mount; PMNT = q x KZ x GH x CA x RR x AMNT = 1078 lbf 4 each DB809K-XC with 4 ea 1-5/8" ItI feed lines na +146 ft AGL KZ = ( 146/33 ft )217 = 1.5294 Ibf ; DL = 4 x 30 = 120 Ibf ; ( for all 4 antennas) Antenna Area ; AANT = 2.50 in x 12.2 ft x 4 / 12 = 10.17 ft2 ; ( for all 4 antennas ) Antenna Force Coefficient; CA = 1_2 ; ( for cylindrical shape ); q = 14.4000 ; Antenna Force , PANT= q x Kz x GH x CA x AANT = 305 Ibf ; ( for all 4 antennas) 6 ft diam Std MW dish w/ molded radome - +120 ft AGL Wind and Dead Load From published data on page 137 of Andrew Catalog 35; wind approach angle at 90 degrees; maximum Dish Force @ 125 MPH; F125 = 710 Ibf. Force at 75 MPH, F75 = F125 x (752 / 1252) = 256 Ibf,• modified by height coefficient and gust response factors; Kz = (120 ft/33 ft)27 = 1.4461: GH = 1.1342; Wind Force on Dish; Fdish = KZ x GH x F75 = 419 Ibf ; @ +120' Wind Force on Mounts and azimuth adjust struts; Fmnt' = q x Kz x GH x 1.2 x (6 ft x 4 in + 2 ft x 3.5 in) / 12 = 73 Ibf ; @ +120' AGL Total wind force applied at +120' AGL ; FTot = Fdish + Fmnt = 492 IN; ; @ +120' AGL Mount and MW Dish DL ; DLMw = 220 Ibf,• (6 ft Std MW dish plus mount) 6 ft diam Std MW dish w/ molded radome to +95 ft AGL • Wind and Dead Load ; From published data on page 137 of Andrew Catalog 35, wind approach angle at 90 degrees; ; maximum Dish Force @ 125 MPH, F125 = 710 Ibf. Force at 75 MPH, F75 = Ft25 x (752 / 1252) = 256 Ibf,• ; modified by height coefficient and gust response factors; Kz = (95 11133 ft)27 = 1.3527; GH 1.1342: ; Wind Force on Dish; Fdish = Kz x GH x F75 = 392 Ibf ; @ +95' ; Wind Force on Mounts and azimuth adjust struts; Fmnt = q x Kz x GH x 1.2 k (6 ft x 4 in + 2 ft x 3.5 in) / 12 = 68 lbf; @ +95' AGL Total wind force applied at +95' AGL ; FTot = Fdish + Fm„t = 4611bf,• ; @ +95' AGL Mount and MW Dish DL; DLMw = 220 Ibf,- (6 It Std MW dish plus mount) DAVIDSON E N G I N E E RI NO CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 148 foot tall self-supporting�ular communications tower — Durham -Dayton Si near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES — Jim Daniel Tower Sheet Number Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 8 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Discrete Appurtenance Wind and Dead Loads (cont'd) 12 each SC100-13Din with 12 ea 1-5/8" $ feed lines (a) +110 ft AGL (2 current cellular & 2 future GSM antennas for a total of 12 antennas distributed equally to each of 3 sectors) ;Antenna Height; H = 86 in; Width; W = 8 in; Depth; D = 6.5 in; ; Antenna Weight; DLANT = 12 x 36 lbf = 4321&; ( for all antennas including mounts) ; ;Antenna Area per face; AANT = 4 x H x W / 144 = 19.11 ft2 ; KZ = ( 110/33 ft)27 = 1.41061bf; ; q = 14.4000 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 = 1585 Ibf Antenna Mount 0) +110 ft AGL Wind and Dead Load KZ = ( 1'0133 ft)27 = 1.4106 Ibf ; ; q = 14.4000 Area of Mount on one face; AMNT = 2.875 in x ( (24.0 + 52.0) x 4 + (12.00 x 4) x 4 ) /144 = 9.90 ft2 Weight of Mounts on 3 faces; DLMNT = 3 x 5.79 x ( (24.0 + 52.0) x 4 + (12.00 x 4) x 4) /12 = 718 Ibf ; (dead load of mounting frame automatically calculated and included in DL by analysis program) Mount Force Coefficient; CA = 2.8253 ; (from tower force coefficient calculation) RR = 0.5794 ; (from tower force coefficient calculation) Wind Force on Mount; PMNT = q x KZ x GH x CA x RR x AMNT = 373 Ibf DAVIDSON E N G I N E E CIVIL / SifitUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (E)isting)148,foot tall self -sup triangular communications tower- Durham -Da to near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESSSERVICES -Jim Daniel Sheet Number Rogue River, OR 97537 Tower Owner:- AT&T WIRELESS SERVICES 9 Calc. by Date = 1381 lbf,- LA Wind on Tower Section 3; @ +40' to +60'; ; F3 = 20 ft x (wd3 + 2 x wfeed3 + 16 x wfeed12 + wwwg3 + 0 x wry,) = 1555 lbf,• Tel: (541) 582-8074 Fax: (541) 582-0072 ; F4 = 20 ft x (wd4 + 2 x wfesd4 + 16 x wreed13 + wW14 + 0 x w1c1) DWD 05 -March -2001 ; F5 = 20 ft x (was + 2 x wfeed5 + 16 x wreed14 + wv45 + 0 x wk1) = 1839 Ibf; LA Wind on Tower Section 6; @ +100' to +120; ; F6 = 20 ft x (wde + 1 x wfeeds + 12 x wleedl5 + ww,.rs + 0 x w,e1) Internet: www.tower-structures.com LA Wind on Tower Section 7; @ +120' to +128; ; F7 = 8 ft x ( wd7 + 0 x wfeW + 4 x wreedls + ww 17 + 0 x w10) = 311 lbf, LA Wind on Tower Section 8; @ +128' to +148'; ; F8 = 20 ft x (wd8 + 0 x wleede + 4 x wteed17 + www18 + 0 x w10) = 802 W.' Total Linear Appurtenance Wind and Dead Loads LA Wind Loads LA Wind on Tower Section 1; @ +0.0' to +20; ; F1 = 20 ft x (wd1 + 2 x wreedl + 16 x wfeedlo + www41 + o x w/c,) = 13811bf; LA Wind on Tower Section 2; @ +20' to +40'; ; F2 = 20 ft x ( wd2 + 2 x w1ed2 + 16 x wfeedll + ww12 + 0 x wry,) = 1381 lbf,- LA Wind on Tower Section 3; @ +40' to +60'; ; F3 = 20 ft x (wd3 + 2 x wfeed3 + 16 x wfeed12 + wwwg3 + 0 x wry,) = 1555 lbf,• LA Wind on Tower Section 4; @ +60' to +80; ; F4 = 20 ft x (wd4 + 2 x wfesd4 + 16 x wreed13 + wW14 + 0 x w1c1) = 1711 lbf,- LA Wind on Tower Section 5; @ +80' to +100; ; F5 = 20 ft x (was + 2 x wfeed5 + 16 x wreed14 + wv45 + 0 x wk1) = 1839 Ibf; LA Wind on Tower Section 6; @ +100' to +120; ; F6 = 20 ft x (wde + 1 x wfeeds + 12 x wleedl5 + ww,.rs + 0 x w,e1) = 15321bf; LA Wind on Tower Section 7; @ +120' to +128; ; F7 = 8 ft x ( wd7 + 0 x wfeW + 4 x wreedls + ww 17 + 0 x w10) = 311 lbf, LA Wind on Tower Section 8; @ +128' to +148'; ; F8 = 20 ft x (wd8 + 0 x wleede + 4 x wteed17 + www18 + 0 x w10) = 802 W.' LA Dead Loads LA DL Force on Tower Section 1; @ +0.0' to +20"- LA 20;LA DL Force on Tower Section 2; @ +20' to +40'; LA DL Force on Tower Section 3; @ +40' to +60'; LA DL Force on Tower Section 4; @ +60' to +80 LA DL Force on Tower Section 5; @ +80' to +100; LA DL Force on Tower Section 6; @ +100' to +120; LA DL Force on Tower Section 7; @ +120' to +128',- LA 128,LA DL Force on Tower Section 8; @ +128' to +148; ; DLI = 20ftx(7.5+2x 0.50 + 16x1.00+1 x5.5+Ox1.5) = 600/bf; ; DL2 = 20ftx(7.5+2x 0.50 + 16x1.00+1 x5.5+0x1.5) = 600lbf; ; 00 = 20ftx(7.5+2x 0.50 + 16x1.00+1 x5.5+0x1.5) = 6001bf; ; DL4 = 20 ft x(7.5+2x 0.50 + 16x1.00+1 x5.5+0x1.5) = 6001bf; ; DL5 = 20Rx(7.5+2x 0.50 + 16x1.00+1 x5.5+0x1.5) = 600lbf; ; DL6 = 20 ft x(7.5+1 x 0.50 + 12x1.00+1 x5.5+0x1.5) = 510 IV; ; DL7 = 8ftx(7.5+0x 0.50 + 4x1.00+1 x5.5+0x1.5) = 136lbf; ; DL8 = 20ftx(7.5+Ox 0.50 + 4x1.00+1 x5:5+0x1.5) = 3401bf; DAVIDSON E N G I N E E RI N CIVIL /STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Eyisting) 148 foot tall self-supporting �ular communications tower — Durham -Dayton Sit near town of Durham, Butte County. CA Project Number 392-01 , Client: AT&T WIRELESS SERVICES — Jim Daniel Sheet Number Tower Owner. AT&T WIRELESS SERVICES 10 Rogue River, OR 97537 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com PL 7"x7"x1" w/ 4 ea 7/8" A3 Rohn Section 1ONH107 3-1 /2" pi pe x 0. 318" wal t t el L2 -1/2x2 -1/2x1/4" X -brcg w/ 5/8" A325 bolt PL 7"x7"x1" w/ 4 ea 7/8" A325 Rohn Section 11NH75 4" pi pe x 0. 337" wal i i egs L 3 x 3 x 1 / 4 " X -brcg w/ 5/8" A325 bolt PL 9 -1/2"x9 -1/2"x1-1/4" w/ 4 ea 1" A325 Rohn Section 12NH53 5" pipe x 0.375" wall legs L3 -1/2x3^ -1/2x1/4" X-brcg. w/ 5/8" A325 bolt PL 9-1/2"0-1/2"0-1/4" w/ 4 ea 1" A325 Rohn Section 13NH74 5" pipe x 0.375" wall legs L3 -1/2z3 -1/2x1/4" X-brcg w/ 5/8" A325 bolt PL 13-1/2"03-1/2"0-1/4" w/ 6 ea 1" A325 ' 8-5/8"A 2' 9-1 /8"A 2' 9-1 /8"p 1 4' 9-1 /4"A 16' 9-1 /4"A 16' 9 -1 / 4"A 1 8' 9-1 /4" A DAVIDSON E N G I N E E RIOP 22 (:IVIL / STRGCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (E)isting)148 foot tall self-suppo angular communications lower'— Durham-DaytoMM near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERvICES-Jim Daniel Sheet Number Rogue River, OR 9753711 Tower Owner. AT&T WIRELESS SERVICES Calc. by Date ' �. Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 054arch-2001 Internet: www.tower-structures.com PL 5"x5"x3/4" w/ 4 ea -5/8" A325 Rohn Section 7NST316 2-1 /2" pi pe x 0. 203" wal t l eg, L1 -3/4x1 -3/4x3/16" X -brcg w/ 5/8" A325 bolt Rohn Section 7NST447 2-1/2" pipe x 0.203" wait leg: L1 -3/40-3/4x3/16" X-brcg w/ 5/8" A325 bolt PL 5"x5"x3/4" w/ 4 ea 3/4" A325 Rohn Section 8N164 2-1/2" pipe x 0.276" wal l l eg! 1-1-3/40-3/4x3/16" X-brcg w/ 5/8" A325 bolt PL 6"x6"x3/4" w/ 4 ea 3/4" A325 Rohn Section 9NH106 3" pi pe x 0. 300" wal l l e g s L2 -1/2x2 -1/2x3/16" X -brcg w/ 5/8" A325 bol t PL 7"x7"x1" w/ 4 ea 7/8" A325 6-3/4"p L 5"x5"x3/4" / 4 ea 5/8" A325 6-3/4"A 6-3/4"A 8' 8-1 /4"A 8' 8-1 /4"A 10.' 8-5/8"A DAVIDSON ENGINEERiO CIVIL /STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review(E)lsting) 148 foot tall self-support�ngular communications tower.— Durham -Dayton near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES—Jim Daniel Tower Sheet Number Owner. AT&T WIRELESS SERVICES Rogue River, OR 97537 12 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Tower Member Design Tower Leg Force Check aA +0.0' to +20' ; max; P,eg = 120.445 kips: max; Treg = 107.593 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; n = 3.141592654; E = 29500 ksi: Aleg = it x (Dreg2 — (Dreg — 2 x T)2) / 4 = 6.1114 int d = Dreg = 5.563 in; dr = Drey - 2 x T = 4.813 in; I = rr x (d° - d14) / 64 = 20.665 in4; ;ESR = (1.00 x L) / rreg = 65.37 Cc = (2 x ;r2 x E / Fy)'2 =107.92 Fa = ( 1 — (ESR' / (2xCc2))) / ( (5/3 + 3xESR / (8xCc) — ESW / (8xCc3)) ) x Fy = 2 1.8 79 ksi Parrow = Fa x Areg x 4/3 = 178.281 kips; > ; Pi.,, = P,. = 120.44$: kips Check residual capacity available for future utilization: , ;Residual Percentage; %R = 100x ((Pallow — Pleg1) / Pleg1) = 48.02; % ; Fy = 50 ksi neg = ( I / A,eg )12 = 1.8388 in Existing 5"41 X -Strong ( by 0.375" wall ) pipe legs (cls +0.0' to +20' OK Tower Leg Force Check (a) +20' to +40' ; max; Pig = 101.746 kips; max; Tleg = 90.973 kips: (Computer Model leg members: 37, 38, 39, 52, 53, 54) ; kL/r equals effective slenderness ratio: ESR L = 120.205 in; Dleg = 5.5625 in; T = 0.375 in; n = 3.141592654; E = 29500 ksl: A,eg = Ir x (Dreg2 — (D,eg — 2 x T)') 14 = 6.1114 int d = Dleg = 5.563 in; d, = Dleg — 2 x T = 4.813 in; I = rr x (d° - d14) / 64 = 20.665 in°; ;ESR = (1.00 x L) /rleg = 65.37 ; Cc = (2 x W x E / Fy)'2 =107.92 ;F, = (1—(ESR' / (2xCo2))) / ((5/3 + 3xESR / (8xCe) — ESR3 / (8xCc3))) x Fy = 21.879 ksi Parrow = Fax Areg x 4/3 = 178.281 kips; > ; P,v, = P,, = 101.746: kips Check residual capacity available for future utilization: ;Residual Percentage; %R = 100x ((Pa/low— Pieg1) / P/ag1) = 75.22;% ; Fy = 50 ksi Fy = 50 ksi ; rreg = (I / Arag )1 i2 = 1.8388 in Existing 511� X -Strong ( by 0.375" wall ) pipe legs, (7a +20' to +40' OK Fy = 50 ksi DAVIDSON E NG I N E E OG ' CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing)148 foot tall self-sudwg triangular communications tower = Durham -D Site near town of Durham, Butte County, CA Project Number 392-01 Client AT&T WIRELESS SERVICES — Jim Daniel Sheet Number Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 13 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Tower Leg Force Check Cod +40' to +60' ; max; P,eg = 84.250 kips; max; Tleg = 75.402 kips; (Computer Model leg members: 67, 68, 69, 82, 83, 84, 97, 98, 99) kL/r equals effective slendemess ratio: ESR L = 80.137 in; Dreg = 4.500 in; T = 0.337 in; rr = 3.141592654; E = 29500 ksi: Areg = n x (Dreg' — (Dleg — 2 x 7)2) 14 = 4.4074 int d = D,eg = 4.500 in; d, = D,eg - 2 x T = 3.826 in; I = a x (d° - dr°) / 64 = 9.610 in°; ; ;ESR = (1.00 x L) / rreg = 54.27 ; Cc = (2 x n x E / Fy)" = 107.92 Fa = ( 1 — (ESR' / (2xCc2))) / ((5/3 + 3xESR / (8xCc)— ESR3 / (8xCc3))) x Fy = 23.746 ksi ; Panow = Fa x Areg x 4/3 = 139.547 kips; > ; Pig, = P,v = 84.250: kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Panow — Pregl) / Plegt) = 65.63 Fy = 50 ksl nw = (I / Areg) to = 1.4767 in Existing 411$ X -Strong ( by 0.337" wall ) pipe legs (a'D +40' to +60' OK Tower Leg Force Check (0) +60' to +80' (Computer Model leg members: 112, 113, 114, 127, 128, 129, 142, 143, 144) max; P,eg = 64.613 kips; max; Tieg = 57.645 kips: kL/r equals effective slendemess ratio: ESR L = 80.137 in; Dieg = 4.000 in; T = 0.318 in; n = 3.141592654; E = 29500 ksi: Aleg = a x (D/eg2 - (Dieg - 2 x 7)2) / 4 = 3.6784 int d = D,eg = 4.000 in; di = Dreg — 2 x T = 3.364 in; I = >r x (d' - di°) / 64 = 6.280 in°; ; ESR = (1.00 x L) / qeg = 61.33 Cc =( 2 x W x E/ Fy) "2 =107.92 Fa = ( 1— (ESR2 / (2xCo2))) / ( (5/3 + 3xESR / (8xCc) — ESR3 / (8xC63)) ) x Fy = 22.579 kSi ; Panow = Fe x A,eg x 4/3 = 110.739 kips, > ; Pre,, = P,. = 64.613: kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Paaow — Preg1) / Plegt) = 71.39;% ; Fy = 50 ksi Fy = 50 ksl rteg = (I / Aieg) to = 1.3066 in Existing 3-1/21's X -Strong ( by 0.318" wall ) pipe legs (a-)-+60' to +80' OK Fy = 50 ksi ! DAVIDSON E N G I N E E RI N CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (E)lating)148 foot tall self-supporting�ular communications tower — Durham-Dayton Si near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES— Jim Daniel Sheet Number 296 Covered Bridge Road Tower Owner. AT&T WIRELESS SERVICES Rogue River, OR 97537 14 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05-March-2001 Internet: www.tower-structures.com Tower Leg Force Check 0- +80' to +100' (Computer Model leg members: 157, 158, 159, 172, 173, 174, 182, 188, 193, 195, 201, 204) max; Pleg = 45.777 kips: max; Tleg = 40.381 kips; kUr equals effective slenderness ratio: ESR L = 80.137 in; Dleg = 3.500 in; T = 0.300 in; rr = 3.141592654; E = 29500 ksf: Aleg = 1r x (Dleg2 — (Dleg — 2 x T)2) 14 = 3.0159 int d = D,eg = 3.500 in; di = Dleg - 2 x T = 2.900 in; I = x x (OA - d,4) / 64 = 3.894 in4; ; ESR = (1.00 x L) /r1W = 70.52 Cc=(2x2xE/Fy)"2 =107.92 Fa = ( 1 — (ESR2 / (2xCc2))) / ((5/3 + 3xESR / (BxCc) — ESR' / (8xCc9))) x Fy = 20.952 ksi ; Pallow = Fe x Aleg x 4/3 = 84.254 kips; > ; P,,, = Pbg = 45.777; kips Check residual capacity available for future utilization: ;Residual Percentage; %R = 100 x ( (Pallow— Pleg1) /Pleg1) = 84.05; % ; Fy = 50 ksi neg = (I /Alex )1R = 1.1363 in Existing 31'$ X -Strong ( by 0.300" wall ) pipe legs 01 +80' to +100' OK Tower Leg Force Check A +100' to +120' (Computer Model leg members: 229, 234, 237, 302, 307, 310, 326, 327, 328, 336, 337, 338, 345. 346. 347) max; Pleg = 22.514 kips; max; Tleg = 18.579 kips; kUr equals effective slendemess ratio: ESR L = 60.103 in; Dleg = 2.875 in; T = 0.2760 in; >< = 3.141592654; E = 29500 ksi: Aleg = rr x (Dleg2 — (Dleg — 2 x 7)2) / 4 = 2.2535 int d = Dleg = 2.875 in; d, = Dleg - 2 x T = 2.323 in; I = rr x (d4 - d14) / 64 =1.924 in4; ; ESR = (1.00 x L) / rleg = 65.04 Cc = (2 x W x E / Fy)'2 =107.92 Fa = ( 1— (ESR2 / (2xCc2)) ) / ( (5,13 + 3xESR / (8xC,) — ESR' / (BxCca)) ) x Fy = 21.937 ksi ; Pauow = Fa x A/eg x 4/3 = 65.913 kips, > ; Pg, = P, g = 22.514: kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Pauow — Pleg, ) / Pleg1) = 192.76 ; % ; Fy = 50 ksi rieg = (I /Aleg )1R = 0.9241 in Existing 2-1/2"6 X -Strong if by 0.276" wall ) pipe legs (511 +100' to +120' OK Fy = 50 ksi Fy = 50 ksi DAVIDSON E NG I N E E R63 CIVIL / STkUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing)148 foot tall self -sup triangular communications tower — Durham-Dayt e near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES — Jim Daniel Sheet Number Tower Owner, .AT&T WIRELESS SERVICES Rogue River, OR 97537 15 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Tower Leq Force Check C� +120' to +128' (Computer Model leg members: 367, 368, 369, 382, 383, 384) max; Preg = 12.553 kips; max; Tie, = 9.966 kips: kUr equals effective slenderness ratio: ESR ; L = 48.00 in; D,eg = 2.875 in; T = 0.203 in; ; rr = 3.141592654; E = 29500 ksi: Fy = 50 ksi A,eg = 2r x (Dlegz - (Dreg - 2 x 7)2) 14 = 1.7041 int d = Dreg = 2.875 in; dr = Dreg - 2 x T = 2.469 in; 1 = s x (d4 - d14) / 64 = 1.530 in°; ; ;ESR = (1.00 x L) / rreg = 50.66 ; Cc = (2 x r-2 x E / Fy) "2 =107.92 ;F- = (1 - (ESR2 / (2xCc2))) / ((5r3 + 3xESR / (8xC,)- ESR3 / (8xCo3))) x Fy 24.314 ksi ; Pauow = Fe x Aleg x 4/3 = 55.244 kips; > ; P,,, = P,Bg = 12.553: kips ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Pauow - Plegr) / Plegr) = 340.08 reg = (1 / Areg )'/2 = 0.9474 in Existing 2-1/2116 Standard ( by 0.203" wall ) pipe leas 0) +120' to +128' OK Tower Leq Force Check na +128' to +148' (Computer Model leg members: 397, 398, 399, 412, 413, 414, 427, 428, 429, 442, 443, 444, 451, 452, 453, 503, 506, 507) max; Pieg = 7.719 kips; max; Treg = 5.429 kips: kUr equals effective slenderness ratio: ESR ; L = 48.00 in; Dieg = 2.875 in; T = 0.203 in; ; it = 3.141592654; E = 29500 ksl: A,eg = 2r x (Dleg2 — (Dieg — 2 x 7)2) 14 = 1.7041 int d = D,eg = 2.875 in; d, = Dieg - 2 x T = 2.469 in; I = n x (d4 - d,°) / 64 = 1.530 in°; ; ESR = (1.00 x L) / r,eg = 50.66 Cc = (2 x n� x E / Fy)' =107.92 Fe = ( 1- (ESW / (2xCc2)) ) / ( (5/3 + 3xESR / (8xCe) - ESR / (8xCc3)) ) x Fy = 24.314 ksi Panow = Fa x Areg x 4/3 = 55.244 kips; > ; P,,, = Pv = 7.719: kips ; Check residual capacity available for future utilization: ;Residual Percentage; %R = 100x ((Paaow - Piegr) / Plegt) = .615.68 ;% ; Fy = 50 ksi rieg = (I /A/eg )'rz = 0.9474 in Existing 2-1/211rb Standard ( by 0.203" wall )' pipe legs 0 +128' to +148' OK Fy = 50 ksi Fy = 50 ksi DAVIDSON E NG I N E E RI N, CIVIL/ STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (EAsting)148 foot tall self-supportin gular communications tower - Durham -Dayton SMW near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES -Jim Daniel "AT&T Sheet Number Tower Owner. WIRELESS SERVICES Rogue River, OR 97537 16 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com I Diagonal X -Brace Web Force Check at +0.0 to +20 feet AGL (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 = 5.204 kips 518 in A325 bolt good for; Vanow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 3 -1/2"x3 -1/2"x1/4" Diagonal X-Bracin kUr equals effective slenderness ratio: ESR, ; k = 1.00 ; L = 121.85 in; r = 0.694 in ESR, = (k x L ) / r = 175.58 ; ( exceeds current limit of 200 for kUr) rr = 3.141592654; E = 29500 ksk ; Cc = (2 x n� x E / Fy)12 = 107.92 ;Fat = (12 x nr x E) / (23 x ESR12) = 4.928 ksi ; Adiag = 1.69 int Pal/owl = Fa, x Adiag x413 = 11.104 kips ; > ;max; Pdiag = 5.204 kips; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Vallow - Pdiag) / Pdiag) = 63.98; % (Existing) L 3-1/2" x 3-1/2" x 1/4" diagonal X -Brace Webs with 1 each 5/811$ A325 bolt each end A +0.0' to +20' OK Fy = 50 ksi Diagonal X -Brace Web Force Check at +20 to +40 feet AGL Fy = 50 ksi (Computer Model diag members: 31, 32, 33, 34, 35, 36, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 55, 56, 57, 58, 59, 60) max; Pdiag = 4.742 kips 5/8 in A325 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 3 -1/2"x3 -1/2"x1/4" Diaconal X-Bracina kUr equals effective slenderness ratio: ESR, ESR, _ (k x L) Ir = 160.78 ; >r = 3.141592654; Cc = ( 2 x,? x E / Fy)'2 =107,92 Adiag = 1.69 int k = 1.00 ; L = 111.58 in ; r = 0.694 in E = 29500 ksi: Fr = 50 ksi ;Far = (12xWxE)/(23xESR1Z) = 5.877 ksi ; Panowl = Fal x Adiag x 4/3 = 13.242 kips; > ; max; Pdiag = 4.742 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Vellow - Pdiag) / Pdiag) = 79.95; (Existing) L 3-1/2" x 3-1/2" x 1/4" diagonal X -Brace webs with 1 each 5/8"6 A325 bolt each end Al +20' to +40' OK Fy = 50 ksi DAVIDSON E N G I N E E CIVIL ! ST�2UCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing] 148 foot tall self -sup triangular communications tower — Durham -Da to near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES — Jim Daniel Tower Sheet Number Rogue River, OR 97537 Owner: AT&T WIRELESS SERVICES 17 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Diagonal X -Brace Web Force Check at +40 to +60 feet AGL (Computer Model diag members: 61 thru 66, 70 thru 81, 85 thru 96, 100 thru 105) ;max; Pdiag = 3.917 kips ; 5/8 in A325 bolt good for, Vanow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 3"x3"x1/4" Diagonal X-Bracina kL/r equals effective slendemess ratio: ESR, ;ESR, = (k x L) / r = 155.15 ; T = 3.141592654; ; Cc = (2 x ,r2x E / Fy)12 = 107.92 ; Adiag = 1.44 int ; k= 1.00 ; L=91.85 in; r=0.592 in E = 29500 ksi: ;Fat = (12 x n2 x E) / (23 x ESR;) = 6.310 ksi ; Pauowi = Fai x Adiag x 4/3 = 12.116 kips; > ; max; Pdiag = 3.917 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ( (Vanow — Pdiag) / Pdiag) = 117.85 ; (Existing) L 3" x 3" x 1/4" diagonal X -Brace webs with 1 each 5/81J A325 bolt each end Ca +40' to +60' OK Diagonal X -Brace Web Force Check at +60 to +80 feet AGL (Computer Model diag members: 106 thru 111, 115 thru 126, 130 thru 141, 145 thru 150) max; Pdiag = 3.726 kips 5/8 in A325 bolt good for; Vairow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 2 -1/2"x2 -1/2"x1/4" Diagonal X-Bracina kL/r equals effective slenderness ratio: ESR, ESR, = (k x L ) / r = 165.22 ; ;r = 3.141592654; ;Cc=(2xWxE/Fy)11 =107.92 Adiag = 1.19 int Fy = 50 ksi ; k = 1.00 ; L = 81.125 in; r = 0.491 in E = 29500 ksi: ; Fa i = (12 x x? x E) / (23 x ESR,2) = 5.565 ksi ; Pauowi = Fa 1 x Adiag x 4/3 = 8.829 kips; > ; max; Pdiag = 3.726 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x Wallow— Pdiag) / Pdiag) = 129.02: (Existing) L 2-1/2" x 2-1/2" x 1/4" diagonal X -Brace webs with 1 each 5/811$ A325 bolt each end Ca +601 to +80' OK Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi DAVIDSON ENGINEERING j CIVIL /STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review(E)lsting) 148 foot tall self-supportin ular communications tower — Durham-DaytonS near town of Durham, Butte County, CA Project Number 392-0,1 Client: AT&T WIRELESS SERVICES — Jim Daniel Tower Sheet Number Owner: AT&T WIRELI SS SERVICES 18 Rogue River, OR 97537 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 F_ Internet: www.tower-structures.com Diagonal X -Brace Web Force Check at +80 to +100 feet AGL j (Computer Model leg members: 151 thru 156, 160 thru 171, 175 thru 180, 184 thru 187, 189, 190, 197 thru 200, 202, 203) max; Pdiag = 3.351 kips 5/8 in A325 bolt good for; Va11ow = 6.4 kips x 4/3 = 8.533 kips Check Existing L 2 -1/2"x2 -1/2"x3/16" Diaconal X-Bracina kUr equals effective slenderness ratio: ESR, ESR, = (k x L ) / r = 143.46 ; rr = 3.141592654; Cc=(2xWxE/Fy)"2 =107.92 Adiag = 0.902 inz ;k=1.00; L=71.014 in; r=0.495 in E = 29500 ksi: F, = 50 ksi ;Fal = (12 x ,? x E) / (23 x ESR,Z) = 7.381 ksi Pailowi = Fa i x Adiag x 4/3 = 8.877 kips; > ; max; Pdiag = 3.351 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((VaOow — Pdiag) / Pdiag) = 154.65 ; % (Existing) L 2-1/2" x 2-1/2" x 3116" diagonal X -Brace webs with 1 each 5/8"� A325 bolt each end (c +80' to +100' OK Fy = 50 ksi Diagonal X -Brace Web Force Check at +100 to +120 feet AGL (Computer Model leg members: 205 thru 210, 214 thru 219, 230 thru 233, 235, 236, 304 thru 307, 309, 310, 321 thru 326, 330 thru 335, 339 thru 344, 350 thru 355) max; Pdiag = 3.095 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" Diaconal X-Bracina kUr equals effective slenderness ratio: ESR, ESR, = (k x L ) / r = 162.54 )r = 3.141592654; :Cc=(2x,?xE/Fy)'2 =127.18 Adiag = 0.621 int ; k = 1.00 ; L = 55.75 in; r = 0.343 in E = 29500 ksi: Fy = 36 ksi Fe 1 _ ( 12 x W x E) / (23 x ESR,') = 5.750 ksi Paiiowi = Fal x Adiag x 4/3 = 4.761 kips ; > ; max; Pdiag = 3.095 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Pallow, — Pdiag) / Pdiag) = 53.83; % (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 A +100' to +120' OK Fy = 36 ksi DAVIDSON ENGINEER CIVIL /STRUCTURAL ENGINEERING CONSULTANT Project Review (E)isting)148 foot tall self -sup triangular communications tower — Durham-Dayt e near town of Durham, Butte County, CA Project Number 392-01 Client: AT&T WIRELESS SERVICES — Jim Daniel Sheet Number 296 Covered Bridge Road Tower owner. AT&T WIRELESS SERVICES Rogue River, OR 97537 19 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Diagonal X -Brace Web Force Check at +120 to +128 feet AGL (Computer Model leg members: 362 thru 367, 371 thru 382, 386 thru 391) ;max; Pdiag = 1.335 kips ; 518 in A325 bolt good for; Vauow = 6.4 kips x 4/3 = 8.533 kips Check Existinq L 1 -3/4"x1 -3/4"x3/16" Diaconal X-Bracina ; kUr equals effective slendemess ratio: ESR, ;ESR, = (k x L) / r = 122.81 ; s = 3.141592654; ;Cc=(2xnt xE/Fy)72 =107.92 Adiag = 0.621 int ; k = 1.00 ; L = 42.125 in; r = 0.343 in E = 29500 ksi: F,. = 36 ksi ;Fal = (12 x W x E) / (23 x ESR,2) = 10.071 ksi Panowr = Fal x Adiag x 4/3 = 8.339 kips; > ; max; Pdiag = 1.335 kips ; OK Check residual capacity available for future utilization: Residual Percentage; %R = 100 x ((Pallow, — Pdiag) / Pdiag) = 524.64; (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 (a) +120' to +128' OK Fy = 36 ksi Diagonal X -Brace Web Force Check at +128 and +148 feet AGL (Computer Model leg members: 392 thru 397, 401 thru 412, 416 thru 427, 431 thru 442, 446 thru 451, 466, 467, 471, 472, 475, 476, 526 thru 531) :max: Pdiag = 1.145 kips 5/8 in A325 bolt good for; Vallow = 6.4 kips x 4/3 = 8.533 kips Check Existina L 1 -3/4"x1 -3/4"x3/16" Diaaonal X-Bracin ; kUr equals effective slenderness ratio: ESR, ; k = 1.00 ; L = 42.125 in; r = 0.343 in ;ESR, = (kxL)/r = 122.81 ; ;-7r = 3.141592654; E = 29500 ksi.- Cc (2 x Y? x EIFy)"2 si:Cc=(2xY?xE/Fy)1d =127.18 ;Fa = (1— (ESR,2 / (2xCc2))) / ((5/3 + 3xESR, / (8xCJ — ESR,' / (8xCc'))) x 36 ksi = 10.028 ksi : Adiag = 0.621 int Paiiowi = Fa x Adiag x 4/3 = 8.303 kips; > ; max; Pdiag = 1.145 kips ; OK ; Check residual capacity available for future utilization: ; Residual Percentage; %R = 100 x ((Pa low, - Pdiag) / Pdiag) = 625.14 ; (Existing) L 1-3/4" x 1-3/4" x 3116" diagonal X -Brace webs with 1 each 5/811� A325 bolt each end (a +128' to +148' OK Fy = 36 ksi Fy = 36 ksi i DAVIDSON E NG I N E E RI NO CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review(Existing) foot tall self-supportin ular communications tower — Durham -Dayton Si . near town of Durham, Butte County, CA Project Number 392-O.j Client: AT&T WIRELESS SERVICES — Jim Daniel Sheet Number Tower Owner: AT&T WIRELESS SERVICES Rogue River, OR 97537 20 Calc. by Date Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 05 -March -2001 Internet: www.tower-structures.com Check Existing Foundation Review of existing foundation based on comparison of applied forces derived from current analysis versus foundation force summary contained on drawing number A995157-1 dated 5-08-1995 as prepared by UNARCO-Rohn Manufacturing and initialled by XK, Rohn Engineering File No. 32466PM. From Rohn analysis dated 5-08-1995: ; maximum Uplift Load on One Leg = 160.2 kips maximum Down Load on One Leg = 179.6 kips maximum Horizontal Load on One Leg = 22.4 kips Furthermore, calculations prepared by XK on 5-01-95 and checked by GEN on 5-01-95 indicate foundation has the following capacities: ;Uplift Capacity = 192.7 kips ;Down Load Capacity = 274.5 kips ; Lateral Load: Calculations further indicate that maximum lateral soil pressures (EFP) of 103 psf/ ft of depth are developed when Wiggins Method of determining lateral soil pressures is employed. This value (65 pct) is very conservative and leaves significant residual for added lateral force. 1. From this analysis: maximum Uplift Load on One Leg = 111.638 kips maximum Down Load on One Leg = 125.181 kips maximum Horizontal Load on One Leg = 15.032 kips A comparison of the foregoing indicates that the existing foundation was designed to resist forces substantially greater than the currently applied forces. Therefore, the existing 3 each 5'0" diameter by 22'0" deep drilled pier foundation elements are adequate by inspection (one under each leg of tower) As -Built Foundation Construction fc' = 3, 000 psi fy = 60, 000 psi vertical reinforcing steel = 16 each #9 bars (cage diameter = 51 inches) tie reinforcing = #5 at 3 inches o.c. (top 4'0'), and #5 at 12 inches o.c. remainder of pier (all ties have a 27 inch lap splice) iI AT&T Wirele9ervices - Durham -Dayton Site,'Durham, CA 148 ft talk SSVH Tower Wednesday, February 07, 2001 TF Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-Ol.mfd +14 .a. 40 1 A a Tower Frame �1ClSTV�GJ 1-u�� 52GT� � v/ 4 ea DBSo9 K- K tines MW d--s�n w/ EWCe,3 Te tJ iE.w secA r Qn�e'. r\nea rry L)c_�n i MW d"sh w/ ENG -5 q ,j Wavec�v(da Ladd ac fr'�ll het•gh GI in�5 Ladd. -r eI'ej �o ji'_Ik 's — No Fein+ AT&T Wireless SOes Durham -Dayton Site, Durham, CA148 ft tall Rohn SVH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•DaytonSiteCA AT&T 392.0l.mfd XP5 23 1/4 L3.5x3.5xl/4 XP5 5x1/4 1.5x1/4 4\ 5x1/4 L3.5x3.5xl/4 L3.5x3.5xl/4 510 3.5x1/4 1\ L3.5x3.5xl/4 / 26` L3.5x3.5xl/4 L3.5x3.5xl/4 28 30 XP5 22 L3.5x3.5x1/4 17 L3.5x19 L3.5x3.5xl/4 19\ / 21� L3.5x3.5xl/4 / 11\ L3.5x3.5xD L3.5x3.5xl/4 13 15 XP5 7 XP5 24 +2O XP5 9 L3.5x3.5xl/4 v L3.5x3.5xl/4 L3.5x3.5xl/4 A. Tower Member Number / Structural Section Descriptions +0,01 AT&T Wirel•Services - Durham -Dayton Site Durham CA • Yt 148 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 T -3 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham. DaytonSiteCA AT&T 392.Ol.mfd XP5 53 i/4 L3.5x3.5xl/4 XP5 38 5x1/4 3.5x1 /4 5x1/4 L3.5x3.5xl/4 56✓ / L3.5x3.5x1/4 XP5 52 L3.5x3.5xl/4 L3.5x3.5x1/4 L: XP5 37 L3.5x3.5xl/4 31- 4 t'o'y Tower Member Number / Structural Section Descriptions +-101 AT&T Wireless Services • Durham -Dayton Site, Durham, CA 148 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham- DaytonSiteCA AT&T 392.Ol.mfd XP4 83 XP4 68 L3x3xl/4. 102, L3x3xl/4 L3x3xl/d oz L3x3x1 L3x3xl/4. L3x3xl/4 ,7st L3x3xl/4 L3x3xl/4, L3x3x1/4 L3x3x1/4 /85 L3x3xl/4 +(001 fx3x1/> / 101 L3x3xl/4 3x1/4 103 / 99 XP4 L3x3x1/4 /92 L3x3xl/4 .L3x3x1/4 L3x3xl/4 86, / XP4 84 L3x3x1/4 /77 \ �L3x3xl/4 811-1 L3x 791' 79\ L3x3xl/4 71\ L,L3x3x5l/4\ (P4 67 Tower Member Number / Structural'Section Descriptions XP4 69 L3x3xl/4 Wednesday, February 07, 2001 AT&T Wireles'�Soh ervices - Durham•Dayton Site, Durham, CA 148 ft tall n SSVH Tower Tr' Multiframe40 Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•DaytonSiteCA AT&T 392-01.mfd Tower Member Number / Structural Section Descriptions O� + (bo I AT&T Wireless O'ces - Durham -Dayton Site, Durham, CA 148 ft tall Roh•SVH Tower Wednesday. February 07, 2001 TF 6 Muitilrame4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-Ol.mfd L2.5x2.5x3/16 L2.5x2.5x3/16 197 198 NL25.2.5.3/16L2.Z5x2.5x3/16 XP3 199_2.5x2.5x3/16/ L2.Sx2.5x3/16.200 XP3 201 202 XP3 203 204 195 P2.5 j� 196 P15 L2.5x2.5x3/16 L2.5x2.5x3/16 194 / 184\ 185 193 '-I, L2.5x2.5x3/16 L2.5x2.5x3/16 XP3 1862.5x2.5x3/16 L2.5x2.5x3/16 187 F188. 189 P2.5 190 192 191 P3.5 XP3 183 182 LP2.5 181 L2.5x2.5x3/16 L2.5x2.5x3/16 175 176 L2.5x2.5x3/16 L2.5x2.5x3/16 177•L2.5x2.5x3/16 L2.5x2.5x3/16 178 XP3 173 XP3 158 / L2.5x2 / 1 L2.5x2.5x3/16 /168.2.5x2.5x3/16 X170 L2.5x2.5x3/16 162,L2.5x2. \ if 16 L2.5x2.5x3/16 160 . / L2.5x2.5x3/16 "'-151 L2.5x2.5x3/16 /153L2.5x2.5x3/16 .,155 XP3 172 XP3 157 /180 XP3 174 !.5x3/16 6\ L2.5x2.5x3/16 L2.5x2.5x3/16 169 171. L2.5x2.5x3/16 161 IL2.5x2.5x3/16 L2.5x2.5x3/16 163 /165 XP3 159 _2.5x2.5x3/16 152 L2.5x2.5x3/16 L2.5x2.5x3/16 154 Tower Member Number / Structural Section Descriptions M. AT&T Wirel•Services • Durham -Dayton Site, Durham, CA148 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 7—P 7 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham. DaytonSiteCA AT&T 392.Ol.mfd ild I L1.75x1.75x3/1L1.75x1.75x3/16 L1.75xl.75x3/16 350 346 .351 L1.75x1.75x3/16 352'5xl.75x3/16 L1.75xl.75x3/1353 XP2.5 ;LI.75�x1.75x31L1.75x1.75x3/16 355 XP2.5 347 348 L1.75xl.75x3/16 � 339 336 X340 I 5xl.75x3/16 7 1.1 7.5x1 75x3/16 XP2.5 341 L1.75x1.75x3/342 337 343 34 XP2.5 338 L1.75xl.75x3/1iL1.75xl.75x3/16 L1.75xl.75x3/16 330 I 33 � 1-1.75x1.75x3/16 33275xl.75x3/16 L1.75xl.75x3/1333 334 XP2.5 335 327 XP2.5 XP2.5 328 329 I L1.75x1.75x3/IL1.75x1.75x3/16 I / 321 "322 L1.75xl.75x3/16 \ L1.75xl.75x3/16 323'Sxl.75x3/16 L1.75xl.75x3/1324 325 326 XP2.5 L1.75xl.75x3/1(303 75xl.75x3/16 L1.75x1.75x2 304 305 \ L1.75x1.75x3/16 XP2.5 306 75xl.75x3/16 L1.75x1.75x3/1i307 XP2.5 308 30 310 311 XP2.5 L1.75xl.75x3/122975x1.75x3/16 /230 \231 L1.75x1.75x3/16 \ L1.75x1.75x3/16 XP2.5 23275x1.75x3/16 L1.75x1.75x3/1233 XP2.5 234 235 23 237 L1.75xl.75x3/16 L1.75x1.75x3/16 214 215 L1.75xl.75x3/16 / \ L1.75xl.75x3/16 216.75xl.75x3/16 XP2.5 L1.75x1.75x3/16217 218 211219 XP2.5 XP2.5 212 L1.75x1.75x3/16'L1.75x1.75x3/16 213 /205\\\\ \206 I L1.75x1.75x3/16 \I1/// � L1.75x1.75x3/16 207 75xl.75x3/16 L1.75xl.75x3/1E208 209 21 + 100.1 Tower Member Number / Structural Section Descriptions AT&T Wireless Services • Durham-D' ayton Site, Durham, CA 148 ft tall Rohn VH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•DaytonSiteCA AT&T 392-Ol.mfd 1 P2.5 312 P2.5 P2.5� 314 P2.5 ----------T-'291 P2.5 293 P2.5 279 P2.5 P2.5 i 81 I 316 P2.5 295 l -3-" P2.5 262-P2.5 P:P2 5 P2.5 L319x2.5xjiio-150 P2.5 �21299 � P6P2.5 5:2 4 285 P2.5 287 L_271'288, L2.5x2.?0016 5 2695x2.5x3i�� P2.5 P2.5 i 273-240 220, P2.5 I 254 F276 1 256 P2.5 _242 P2.5 278 �2 �8,l4 259 222 P2.5 1 P2.5 P2.5 246 247 224 P2.5 226 P2.5 1 227 1 P2.5 313 �P2.5 P2. 292 P2.5 280 �P2.5 315 P2.5 294 282 P2.52.5 P2.51 P2.5 2962.5 2.5x2.5263251 P2.5 320TP2.;317 P2.°265 ,P2.r253 f���� P2.'..298� 301 gT� 4239,2,FvR/16 302 284 P2.5 .2.5x2.5x3,221 27(12.512.5 P2.5 P2.5� 286 275 1 289241 272 290 X2`77 P2.5 Ij P2.5 1255 P2.5 P2.5 243 II P2.5 223 P2.5y,, 257 260 P2.5 P2.5 261 245 248 249 P2.5 P2.5 225 228 1 1 N1$v4 '-Ljlk seG�'or can+er,�,a +'110�AGL Tower Member Number / Structural Section Descriptions AT&T Wirers Services • Durham -Dayton Site, Durham, CA 148 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 —t– 7 Q Muitiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•Dayton$iteCA AT&T 392.0l..mfd \\ L1.75xl.75x3/16 L1.75xl.75x3/16 386 387 L1.75xl.75x3/16 \ L1.75xl.75x3/16 388-1.75xl.75x3/16/ L1.75x1.75x3/16 389 39 391 P2.5 383 P2.5 P2.5 384 385 P2.5 / L1.75xl.75x3/16 L1.75xl.75x3/16 \ /377 378 L1.75x1.75x3/16 11-1 L1.75x1.75x3/16 379_1.75xl.75x3/16 L1.75xl.75x3/16 380 / i381 / 9A9- \ \\ L1.75xl.75x3/16 371 L1.75xl.75x3/16 / 373_1.75xl.75x3/16/ L1.75xl.75x3/16 364_1.75x1.7 L1.75xl.75x3/16 372 \ L1.75x1.7 L1.75xl.75x3/16 37� P2.5 L1.75x1.75x3/16 I L1.75xl.75x3/16 L1.75xl.75x3/1 \ L1.75xl.75x3/16 L1.75xl.75x3/16 365 1.75xl.75x3/ P2.5 L1.75xl.75x3/16 359_P2.5 358 P2.5 361 . 60 L1.75x1.75x3/16 XP2.',L1.75xl.75x3/16 350 346 351 L1.75x1.75x3/16 / \ L1.75xl.75x3/16 352 L1.75x1.75x3/16 L1.75xl.75x3/16 353 P3.5 XP2.5 35 55 XP2.5 349 347 348 P2.5 345 L1.75xl.75x3/16 Xp2,L1.75x1.75x3/16 / 339 336 340\ L1.75x1.75x3/16 L1.75x1.75x3/16 341_1.75xl.75x3/16 L1.75x1.75x3/16 342 XP2.5 343 344 XP2.5 337 338 Tower Member Number / Structural Section Descriptions l20 AT&T Wireless S• es • Durham -Dayton Site, Durham, CA 148 ft tall Rohn•SSVH Tower --�'^ Wednesday, February 07, 2001 I zr Io Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•DaytonSiteCA AT&T 392.Ol.mfd \\ L1.75x1.75x3/16 L1.75x1.75x3/16 431 432 L1.75xl.75x3/16 L1.75xl.75x3/16 433,L1.75xl.75x3/16 L1.75xl.75x3/16 434 435 436 P2.5 428 P2.5 P2.5 P2.5 414 P2.5 399 / L1.75x1.75x3/16 L1.75xl.75x3/16 \ /422\ \423 L1.75x1.75x3/16 L1.75x1.75x3/16 424 L1.75xl.75x3/16 L1.75xl.75x3/16 425 \\ L1.75x1.75x3/16 416 L1.75xl.75x3/16 418,L1.75xl.75x3/16 / L1.75xl.75x3/16 /407\ L1.75x1.75x3/16 409 L1.75xl.75x3/16 -411 L1.75xl.75x3/16 401' L1.75x1.75x3/16 403,L1.75xl. / L1.75xl.75x3/16 /392\ L1.75x1.75x3/16 394 L1.75xl.75x3/16 L1.75x1.75x3/16 417 L1.75xl.75x3/16 L1.75xl.75x3/16 419 \,421 P2.5. 413' P2.5 398 L1.75xl.75x3/16 \ \408 L1.75x1.75x3/16 L1.75xl.75x3/16 410 L1.75x1.75x3/16 402 L1.75xl.75x3/16 L1.75xl.75x3/16 404 L1.75xl.75x3/16 \ \393 L1.75x1.75x3/I6 L1.75xl.75x3/16 395 Tower Member Number / Structural Section Descriptions P2.5 415 P2.5 400 +v r.t +132f AT&T Wir*ervices • Durham -Dayton Site, Durham, CA 148 It to*hn SSVH Tower Wednesday. February 07, 2001 T 7— 1 1 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham. DaytonSiteCA AT&T 392.Ol.mfd L1.75xl.75x3/1 75xl.75x3/16 L1.75xl.75x3/16 550 L1.75x1.75x3/16 L1.75x75x3/16 5 526 527 L1.75x1.75x3/16P2.5 �L1.75xl.75x3/16 528\ L1.75xl.75x3/16 504 \ 1.75x1.75x3/16 .529 P2.5 507 / L1.75xl.75x3/16 /466\ L1.75x1.75x3/16 471 L1.75xl.75x3/16 1475 P2.5 453 \\ L1.75x1:75x3/16 446 L1.75xl.75x3/16� / 448\ L1.75xl.75x3/16 P2.5 444 L1.75x1.7! /437 ?5x3/16 1 L1.75x1.75x3/16 \ X467 5 \ L1.75x1.75x3/16 L1.75xl.75x3/16 472 476 P2.5 443 L1.75x1.75x3/16 // 447 \ ,,L1.75x1.75x3/16 L1.75x1.75x3/16 /449 \ i451 L1.75xl.75x3/16 \ X438 / \ L1.75xl.75x3/16 L1.75xl.75x3/16 440 Tower Member Number / Structural Section Descriptions P2.5 508 P2.5 454 P2.5 445 + 14U` + lelol AT&T Wireless Ores • Durham -Dayton Site, Durham, CA 148 ft tall Roh•SVH Tower Wednesday, February 07, 2001 "IFF I2- Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham•DaytonSiteCA AT&T 392.Ol.mfd P2.5- P2.5 P2.5 2.5532 1533) 2.5 P2.5�'--536 534Hd•o P2.5 535 P2.5�540 52.5• 53 539 537TP 4 PI -0; - 543 542 ^� P2.1-, 1TP2.5 P2.5_ -X54^.5 _P2 - 5 I p 47.5��t-544- '2.5 X55822.5 553 P2.5P2.5-55555 P2.F 2'S-P2o� o °2.5 P25_ -P2.5 f ��560'563 557-4c c •p� P2.5,2 5 2 5 556552,P2.5 554=,49 P2.5 562 I/ I I 564 4c I 15_1565' 497495 I 561 559 'T P2.5 1. v I/4-502 503499 50566�P2.5 567 50 P2.5 P2.5 P2.5 °2P2 5 » 506 P2 P2.5� P2.5 P2.5^ P2.5 P2.5 P2.5 515 513, 5 P 511 "50" 5 519 517 P2.5_P2.5..5455. 14561 P2.:5185"' P2:512,5 51 \ 516 523 521 � P2.5--�459�524i7Hd•o P2.5 458 520 522 P2.5 460�r,. 525 I2.5 463 465 461462 464 / -P2. , 02.5 P2.5_ 47"' 5 68,P2p2.5�! P2470.5 469_P2.5�2.5 - P2.5 479 486 P2.5-47481 P2. 48 5 P2.5 482478_P2.5 48&474 P2.5 --484-488 489 490 491 492 487 493--485�� '�:u11 ser -+Or ar)+&-nna Tower Member Number / Structural Section Descriptions AT&T Wireless Servicers - Durham -Dayton Site, Durham, CA 198 ft tall Rohn SSVH TcwPr Wednesday, February 07, 2001 Page 1 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 Project Details Title: DE 148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 Client: AT&T Wireless - Contact: Jim Daniel Site: Durham -Dayton Site, Durham, CA Building: 148 ft tall self-supporting Rohn SSVH tower Description: AT&T Wireless Project Number: F8CACH.CS010008 Design Details Job ID: Version: Company: Designed Checked Notes: by: by: 392-01 1 DAVIDSON ENGINEERING DWD DWD New Antenna Frame analyzed at +110' AGL w/ 12 each SC100-13Din panel antennas Analysis Settings Load Case LC Type Analysis Options Settings DL plus 75MPH +Z Static Linear DL plus 75MPH -Z Static Linear Member Actions (lb£,lbf-in) Member Load Case Px' VY Vz' Tx' My' Mz' 1 DL plus 75MPH +2 -9990.1870 35.8843 1.7144 0.6333 -213.8110 1180.4354 (Diag 0 4911 .1901 16.9540 -1.7144 -0.6333 0.0000 0.0000 1 DL plus 75MPH -Z 5175.2722 29.9948 0.4864 -0.6868 -60.6599 445.9414 (Diag 0 -5204.2691- 22.8434 -0.4864 0.6868 0.0000 0.0000 2 DL plus 75MPH +Z -9548.6589 I 16.9634 -1.8699 -0.6576 0.0000 0.0000 (Diag 0 4577.6557 ! 35.8748 1.8699 0.6576 233.2080 -1179.2617 2 DL plus 75MPH -Z 4829.3289 f 22.8437 -0.3281 0.7126 0.0000 0.0000 (Diag 0 -4800.3321 29.9945 0.3281 -0.7126 40.9169 -445.9043 3 DL plus 75MPH +Z 4619.8790 ( 22.6144 -0.4904 -0.4619 0.0000 0.0000 (Diag 0 -4590.8821 r 30.2238 0.4904 0.4619 61.1626 -474.4995 3 DL plus 75MPH -Z -4349.5527 17.2036 -1.7052 0.5161 0.0000 0.0000 (Diag 0 4378.5496 ; 35.6347 1.7052 -0.5161 212.6636 -1149.3110 4 DL plus 75MPH +Z 4243.1206 1 30.2271 0.3338 0.4345 -41.6307 474.9081 (Diag 0 -4272.1174 22.6111 -0.3338 -0.4345 0.0000 0.0000 4 DL plus 75MPH -Z -4020.6914 35.6421 1.8645 -0.4894 -232.5320 1150.2344 (Diag 0 3991.6946 17.1962 -1.8645 0.4894 0.0000 0.0000 5 DL plus 75MPH +Z 585.0520 32.6547 1.0099 -1.1806 -125.9471 777.6674 (Diag 0 -614.0488 20.1835 -1.0099 1.1806 0.0000 0.0000 5 DL plus 75MPH -Z -371.4258 33.2034 1.1855 1.1262 -147.8489 846.0956 (Diag 0 342.4290 19.6348 -1.1855 -1.1262 0.00.00 0.0000 6 DL.plus 75MPH +Z 985.5247 { 20.1745 -1.1738 1.1535 0.0000 0.0000 (Diag 0 -956.5278 32.6637 1.1738 -1.1535 146.3849 -778.7917 6 DL plus 75MPH -Z -691.4471 19.6235 -1.0271 -1.0999 0.0000 0.0000 (Diag 0 720.4439 33.2148 1.0271 1.0999 128.0915 -847.5141 7 DL plus 75MPH +Z -107592.6671<- -62.8298 -2.3483 -79.2181 24.9837 358.2058 (Legs 0 107384.8874 74.9898 2.3483 79.2181 257.2903 -8641.5387 7 DL plus 75MPH -Z 120236.7472' 91.8355 2.8565 77.9151 -60.9643 882.0182 (Legs 0 -120444.5269 E-- -79.6755 -2.8565 -77.9151 -282.4047 9426.2559 8 DL plus 75MPH +Z 63745.7792 -38.1259 47.1159 -519.4078 876.7073 -4772.8014 (Legs 0 -63537.9995 50.2859 -47.1159 519.4078 -6540.2925 -540.9831 8 DL plus 75MPH -Z -50082.4502 33.4658 -47.1785 501.8770 -873.7280 3979.9297 (Legs 0 50290.2299 -21.3057 47.1785- -501.8770 6544.8432 -688.0150 9 DL plus 75MPH +Z 63442.6243 -37.8248 -53.9979 71.4046 -256.4693 -4753.5906 (Legs 0 -63234.8446 49.9848 53.9979 -71.4046 6747.3139 -524.0034 9 DL plus 75MPH -Z -50377.8457 33.1808 53.5528 -55.2361 278.5644 3970.7975 (Legs 0 50585.6255 -21.0207 -53.5528 55.2361 -6715.8966 -713.1419 10 DL plus 75MPH +Z 4469.8198 28.6247 0.4080 -0.8833 -50.8850 275.0616 (Diag 0 -4440.8230 24.2136 -0.4080 0.8833 0.0000 0.0000 10 DL plus 75MPH -Z -4499.1381 38.1038 1.8179 0.8366 -226.7203 1457.2407 (Diag 0 4528.1349 14.7345 -1.8179 -0.8366 0.0000 0.0000 11 DL plus 75MPH +Z 4093.0957 24.2219 -0.2428 0.9742 0.0000 0.0000 (Diag 0 -4122.0926 28.6163 0.2428 =0.9742 30.2840 -274.0232 11 DL plus 75MPH -Z -4170.2649 14.7350 -1.9854 -0.9218 0.0000 0.0000 (Diag 0 4141.2681 38.1033 1.9854 0.9218 247.6088 -1457.1797 12 DL plus 75MPH +Z -5083.8092 18.2293 -1.7047 0.4734 0.0000 0.0000 (Diag 0 5054.8124 34.6090 1.7047 -0.4734 212.5974 -1021.3874 12 DL plus 75MPH -Z 5019.2732 20.6970 -0.5268 -0.4354 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services . Durham -Dayton Site, Durham, CA 148 Oftall Rohn SSVH Tower Wednesday, February 07, 2001 Page 2 of 31 Multiframe4D version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 0 -5048.2701 9 32.1412 0.5268 0.4354 65.6934 -713.6279 13 DL plus 75MPH +Z -4692.2495 34.5872 1.8700 -0.5150 -233.2108 1018.6737 (Diag 0 4721.2463 18.2510 -1.8700 0.5150 0.0000 0.0000 13 DL plus 75MPH -Z 4673.3216 32.1326 0.3580 0.4691 -44.6443 712.5538 (Diag 0 -4644.3247 20.7056 -0.3580 -0.4691 0.0000 0.0000 14 DL plus 75MPH +Z 829.9407 36.8192 1.3140 1.3608 -163.8784 1297.0404 (Diag 0 -800.9438 16.0190 -1.3140 -1.3608 0.0000 0.0000 14 DL plus 75MPH -Z -835.4826 29.9303 0.9176 -1.4137 -114.4365 437.8926 (Diag 0 864.4795 22.9079 -0.9176 1.4137 0.0000 0.0000 15 DL plus 75MPH +Z 429.4515 16.0285 -1.1408 -1.3990 0.0000 0.0000 (Diag 0 -458.4484 36.8097 1.1408 1.3990 142.2772 -1295.8514 15 DL plus 75MPH -Z -515.4682 22.9200 -1.0850 1.4520 0.0000 0.0000 (Diag 0 486.4714 29.9183 1.0850 -1.4520 135.3178 -436.3933 16 DL plus 75MPH +Z -4491.9438 14.3714 0.5254 0.8006 0.0000 0.0000 (Diag 0 4520.9406 35.5280 -0.5254 -0.8006 -62.7472 -1263.2471 16 DL plus 75MPH -Z 4641.4044 24.0139 1.5521 -0.7413 0.0000 0.0000 (Diag 0 -4612.4076 25.8854 -1.5521 0.7413 -185.3463 -111.7440 17 DL plus 75MPH +Z -4142.6077 35.5446 -0.7248 -0.7009 86.5596 1265.2395 (Diag 0 4113.6108 14.3547 0.7248 0.7009 0.0000 0.0000 17 DL plus 75MPH -Z 4220.9427 25.8772 -1.3555 0.6342 161.8734 110.7632 (Diag 0 -4249.9395 24.0221 1.3555 -0.6342 0.0000 0.0000 18 DL plus 75MPH +Z 4679.7646 29.4033 -1.6780 -0.3225 200.3864 531.8458 ;Diag 0 -4708.7615 20.4960 1.6780 0.3225 0.0000 0.0000 18 DL plus 75MPH -Z -4613.5531 31.9846 -0.4025 0.2735 48.0695 840.1015 �;.ag 0 4584.5563 17.9147 0.4025 -0.2735 0.0000 0.0000 ..9 DL plus 75MPH +Z 4307.4305 20.4633 1.4799 0.5828 0.0000 0.0000 ,01:ag 0 -4278.4336 29.4360 -1.4799 -0.5828 -176.7270 -535.7563 19 DL plus 75MPH -Z -4171.2318 17.9138 0.5993 -0.5233 0.0000 0.0000 (Diag 0 4200.2286 31.9856 -0.5993 0.5233 -71.5701 -840.2191 DL plus 75MPH +Z -317.4882 22.5860 0.8288 -0.9923 0.0000 0.0000 (Diag 0 346.4850 27.3133 -0.8288 0.9923 -98.9691 -282.2593 20 DL plus 75MPH -Z 440.1927 15.8228 1.2524 1.0593 0.0000 0.0000 (Diag 0 -411.1959 34.0765 -1.2524 -1.0593 -149.5570 -1089.9191 21 DL plus 75MPH +Z 63.1255 27.3243 -1.0116 1.2412 120.8079 283.5774 (Diag 0 -92.1223�J 22.5750 1.0116 -1.2412 0.0000 0.0000 21 DL plus 75MPH -Z 26.6594 34.0908 -1.0653 -1.3085 127.2179 1091.6174 (Diag 0 -55.6563 15.8086 1.0653 1.3085 0.0000 0.0000 22 DL plus 75MPH +Z -99498.7914 41.3599 -0.2342 -79.2329 52.9985 4599.2491 (Legs 0 99291.0117 -29.1999 0.2342 79.2329 -24.8405 -358.4127 22 DL plus 75MPH -Z 111205.7622 -44.1423 -0.1886 77.9364 -38.1451 -5155.1875 (Legs 0 -111413.5419 56.3023 0.1886 '-77.9364 60.8202 -881.8031 23 DL plus 75MPH +Z 59111.6508 30.2881 -63.9509 -517.8899 6540.7674 540.8614 (Legs 0 -58903.8711 -18.1281 63.9509 517.8899 1146.4745 2369.0830 23 DL plus 75MPH -Z -46348.3271 -3.0560 64.0663 500.3429 -6545.3165 688.1291 (Legs 0 46556.1068 15.2160 -64.0663 -500.3429 -1155.7928 -1786.3291 24 DL plus 75MPH +Z 58800.0866 29.6765 66.6313 69.5733 -6747.4825 523.8705 (Legs 0 -58592.3069 -17.5165 -66.6313 -69.5733 -1261.9544 2312.5576 24 DL plus 75MPH -Z -46670.7524 -2.6451 -66.3239 -53.3974 6716.0629 713.2661 (Legs 0 46878.5321 14.8051 66.3239 53.3974 1256.4236 -1762.0697 25 DL plus 75MPH +Z 4538.2531 22.3471 1.6494 -0.3421 0.0000 0.0000 (Diag 0 -4567.2499 27.5522 -1.6494 0.3421 -196.9633 -310.7888 25 DL plus 75MPH -Z -4743.1186 15.0500 0.4642 0.3729 0.0000 0.0000 (Diag 0 4714.1218 34.8493 -0.4642 -0.3729 -55.4336 -1182.2043 26 DL plus 75MPH +Z 4165.8530 27.5750 -1.4407 0.3717 172.0411 313.5131 !Diag 0 -4136.8562 22.3243 1.4407 -0.3717 0.0000 0.0000 26 DL plus 75MPH -Z -4300.7450 34.8351 -0.6705 -0.4024 80.0680 1180.5106 tDiag 0 4329.7419 15.0642 0.6705 0.4024 0.0000 0.0000 27 DL plus 75MPH +Z -4626.1692 34.0484 -0.4307 0.0424 51.4360 1086.5654 (Diag 0 4655.1661 15.8509 0.4307 -0.0424 0.0000 0.0000 27 DL plus 75MPH -Z 4504.5827 28.3801 -1.6798 -0.0902 200.5952 409.6558 (Diag 0 -4475.5858 21.5192 1.6798 0.0902 0.0000 0.0000 28 DL plus 75MPH +Z -4276.9017 15.8450 0.6410 -0.2440 0.0000 0.0000 (Diag 0 4247.9048 34.0543 -0.6410 0.2440 -76.5491 -1087.2661 28 DL plus 75MPH -Z 4084.1464 21.5433 1.4715 0.2865 0.0000 0.0000 (Diag 0 -4113.1432 28.3560 -1.4715 -0.2865 -175.7206 -406.7863 29 DL plus 75MPH +Z -68.2839 17.6936 1.1903 0.3894 0.0000 0.0000 (Diag 0 39.2870 32.2058 -1.1903 -0.3894 -142.1461 -866.5142 29 DL plus 75MPH -Z -112.9858 19.6742 0.9196 -0.3699 0.0000 0.0000 (Diag 0 83.9889 30.2251 -0.9196 0.3699 -109.8188 -629.9827 30 DL plus 75MPH +Z -448.9182 32.1940 -0.9986 -0.5896 119.2505 865.1067 (Diag 0 477.9151 17.7053 0.9986 0.5896 0.0000 0.0000 30 DL plus 75MPH -Z 300.5382 30.2101 -1.1158 0.5704 133.2446 628.1907 (Diag 0 -271.5413 19.6893 1.1158 -0.5704 0.0000 0.0000 31 DL plus 75MPH +Z -4537.2340 32.9010 1.3849 0.6020 -158.1606 1075.8713 (Diag 2 4508.2371 ' 14.0594 -1.3849 -0.6020 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) • AT&T Wireless Services - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA Page 3 of 31 AT&T 392-01 31 (Diag DL 2 plus 75MPH -Z 4712.6618 l -4741.6587 25.4617 0.6240 -0.6553 -71.2563 226.2926 32 DL plus 75MPH +Z -4070.5797 21.4987 14.0984 -0.6240 -1.6020 0.6553 -0.5213 0.0000 0.0000 0.0000 (Diag 32 2 4099.5765 32.8620 1.6020 0.5213 182.9537 0.0000 -1071.4201 DL plus 75MPH -Z 4293.2995 21.4712 -0.4031 0.5733 0.0000 0.0000 (Diag 33 2 -4264.3027 25.4892 0.4031 -0.5733 46.0345 -229.4283 DL plus 75MPH +Z 4478.7147 20.4777 -0.6549 0.4414 0.0000 0.0000 (Diag 33 2 -4449.7179 26.4828 0.6549 -0.4414 74.7920 -342.8954 DL plus 75MPH -Z -4272.0121 15.1115 -1.3492 -0.3652 0.0000 0.0000 (Diag 34 2 4301.0089 31.8489 1.3492 0.3652 154.0764 -955.7201 DL plus 75MPH +Z 4048.7227 26.4633 0.4350 -0.0321 -49.6723 340.6713 (Diag 34 2 -4077.7196 20.4972 -0.4350 0.0321 0.0000 0.0000 DL plus 75MPH -Z -3884.3974 31.8876 1.5730 -0.0376 -179.6420 960.1385 (Diag 35 2 .3855.4006 15.0728 -1.5730 0.0376 0.0000 0.0000 DL plus 75MPH +Z 236.0962 27.8333 0.8332 -0.1802 -95.1503 497.1249 (Diag 35 2 -265.0930 19.1272 -0.8332 0.1802 0.0000 0.0000 DL plus 75MPH -Z -84.7472 30.4941 1.1692 0.1438 -133.5281 800.9993 (Diag 36 2 55.7504 16.4663 -1.1692 -0.1438 0.0000 0.0000 DL plus 75MPH +Z 702.3302 19.1144 -1.0881 0.5979 0.0000 0.0000 (Diag 36 2 -673.3333 i 27.8461 1.0881 -0.5979 124.2678 -498.5893 DL plus 75MPH -Z -466.7264 j 16.4484 -0.9219 -0.5606 0.0000 0.0000 (Diag 37 2 495.7232 30.5120 0.9219 0.5606 105'.2859 -803.0448 DL plus 75MPH +Z -90972.5799-18.4572 1.4840 -79.2651 -125.4606 1649.5966 (Legs 37 2 90764.8002 30.6172 -1.4840 79.2651 -52.9182 -4599.1038 DL plus 75MPH -Z 101538.2165 42.2915 -0.9961 77.9694 81.6674 -802.2155 (Legs 2 -101745.9962}- -30.1314 0.9961 -77.9694 38.0641 5155.0260 38 DL plus 75MPH +Z 53888.5298) -7.1997 50.7524 -517.8404 -1145.9555 -2368.9815 (Legs 2 -53680.7501] 19.3598 -50.7524 517.8404 -4954.7588 772.6830 38 DL plus 75MPH -Z -42226.86151 7.5997 -50.9697 500.2578 1155.2805 1786.2441 (Legs 2 42434.64121 4.5603 50.9697 -500.2578 4971.5555 -1603.5643 39 DL plus 75MPH +Z 53542.0008 -6.1438 -53.1880 68.8701 1261.7124 -2312.4539 (Legs 2 -53334.2211 18.3038 53.1880 -68.8701 5131.7717 843.0880 39 (Legs DL 2 plus 75MPH -Z -42555.6482 i 42763.4279)` 6.7625 52.9175 -52.6649 -1256.1877 1761.9825 40 5.3975 -52.9175 52.6649 -5104.7786 -1679.9435 DL plus 75MPH +Z 4352.1569 24.5964 0.5707 -0.7097 -65.1782 127.4653 :Diag 2 -4323.1601 22.3641 ., -0.5707 0.7097 0.0000 0.0000 40 DL plus 75MPH -Z -4394.0768 34.7358' 1.4685 0.6921 -167.7012 1285.4082 iDiag 2 4423.0736 12.2246 -1.4685 -0.6921 0.0000 0.0000 41 DL plus 75MPH +Z 3922.2953 22.4030 -0.3392 0.7910 0.0000 0.0000 (Diag 2 -3951.2922 24.5574 0.3392 -0.7910 38.7406 -123.0183 41 DL plus 75MPH -Z -4006.5341 12.1972 -1.7032 -0.7645 0.0000 0.0000 (Diag 2 3977.5373 / 34.7632 1.7032 0.7645 194.5044 -1288.5404 42 DL plus 75MPH +Z -4655.5762 ✓ 15.5314 -1.3587 -0.1865 0.0000 0.0000 (Diag 2 4626.5793 31.4291 1.3587 0.1865 155.1698 -907.7717 42 DL plus 75MPH -Z 4582.4215 19.0243 -0.6858 0.1756 0.0000 0.0000 (Diag 2 -4611.4183 27.9362 0.6858 -0.1756 78.3251 -508.8784 43 DL plus 75MPH +Z -4188.7976 31.3695 1.5880 -0.2050 -181.3573 900.9704 (Diag 2 4217.7944 15.5909 -1.5880 0.2050 0.0000 0.0000 43 DL plus 75MPH -Z 4162.9542 27.9515 0.4515 0.2017 -51.5655 510.6285 (Diag 2 -4133.9574 19.0089 -0.4515 -0.2017 0.0000 0.0000 44 DL plus 75MPH +Z 575.3604 32.6715 1.2540 0.6305 -143.2064 1049.6590 (Diag 2 -546.3635 14.2890 -1.2540 -0.6305 0.0000 0.0000 44 DL plus 75MPH -Z -588.3243 26.6888 0.7919 -0.6740 -90.4357 366.4273 (Diag 2 617.3212 •20.2716 -0.7919 0.6740 0.0000 0.0000 45 DL plus 75MPH +Z 109.0989 14.3028 -0.9870 -1.0125 0.0000 0.0000 (Diag 2 -138.0957 32.6577 0.9870 1.0125 112.7170 -1048.0826 45 DL plus 75MPH -Z -206.3572 20.2905 -1.0507 1.0537 0.0000 0.0000 (Diag 2 177.3604 26.6699 1.0507 -1.0537 119.9952 -364.2671 46 DL plus 75MPH +Z -4401.9995 32.2845 0.5128 0.8151 -55.9336 1120.5988 (Diag 2 4373.0027 11.7371 -0.5128 -0.8151 0.0000 0.0000 46 DL plus 75MPH -Z 4500.7596 21.8286 1.3818 -0.7687 -150.7157 -19.8713 (Diag 2 -4529.7565 22.1930 -1.3818 0.7687 0.0000 0.0000 47 DL plus 75MPH +Z -3947.5393 11.6734 -0.8181 -0.7298 0.0000 0.0000 (Diag 2 3976.5362 32.3482 0.8181 0.7298 89.2358 -1127.5488 47 DL plus 75MPH -Z 4084.5183 22.2420 -1.0819 0.6781 0.0000 0.0000 (Diag 2 -4055.5214 21.7796 1.0819 -0.6781 118.0100 25.2186 48 DL plus 75MPH +Z 4306.2120 18.5940 -1.5118 0.1301 0.0000 0.0000 (Diag 2 -4277.2152 25.4277 1.5118 -0.1301 164.8988 -372.6918 48 DL plus 75MPH -Z -4179.0004 15.3751 -0.3859 -0.1410 0.0000 0.0000 (Diag 2 4207.9973 28.6465 0.3859 0.1410 42.0879 -723.7878 49 DL plus 75MPH +Z 3791.0213 25.5174 1.2121 0.5098 -132.2091 382.4780 (Diag 2 -3820.0182 18.5042 -1.2121 -0.5098 0.0000 0.0000 49 DL plus 75MPH -Z -3711.9825 28.6102 0.6826 -0.4840 -74.4543 719.8211 (Diag 2 3682.9857 15.4115 -0.6826 0.4840 0.0000 0.0000 50 DL plus 75MPH +Z -148.2704 23.9178 0.7162 -0.6184 -78.1244 208.0022 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Service - Durham -Dayton Site, Durham, CA 19•t tall Rohn SSVH Tower, Wednesday, February 07, 2001 Page 4 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 2 119.2736 20.1038 -0.7162 0.6184 0.0000 0.0000 50 DL plus 75MPH -Z 213.5688 30.1647 1.1899 0.6937 -129.1829 889.3855 (Diag 2 -242.5656 13.8569 -1.1844 -0.6937 0.0000 0.0000 51 DL plus 75MPH +Z 362.0235 20.0870 -0.9550 1.2301 0.0000 0.0000 iDiag 2 -333.0267 23.9347 0.9550 -1.2301 104.1682 -209.8421 51. DL plus 75MPH -Z -209.1955 13.8351 -0.9372 -1.3053 0.0000 0.0000 (Diag 2 238.1924 30.1865 0.9372 1.3053 102.2215 -891.7615 52 DL plus 75MPH +Z -82392.3088 21.7453 -2.5797 -79.2765 184.5095 3532.6780 (Legs 2 82184.5291 -9.5852 2.5797 79.2765 125.5818 -1649.6316 52 DL plus 75MPH -Z 92005.0699 -17.3090 1.9786 77.9881 -156.0508 -3613.7569 (Legs 2 -92212.8991 29.4690 -1.9786 -77.9881 -81.7856 802.2706 53 DL plus 75MPH +Z 49071.5228 7.7102 -30.6075 -517.3376 4954.7556 -772.7377 (Legs 2 -48863.7431 4.4498 30.6075 517.3376 -1275.5646 968.6931 53 DL plus 75MPH -Z -38317.8616 12.2154 31.0006 499.6906 -4971.5479 1603.5984 (Legs 2 38525.6413 -0.0554 -31.0006 -499.6906 1245.1052 -866.0919 54 DL plus 75MPH +Z 48728.1587 5.8677 34.7376 67.2527 -5131.4800 -843.158 (Legs 2 -48520.3789 6.2923 -34.7376 -67.2527 955.8372 817.6395 54 DL plus 75MPH -Z -38690.9216 13.7758 -34.5297 -51.0000 5104.4805 1679.9927 !Legs 2 38898.7013 -1.6158 34.5297 51.0000 -953.8277 -754.9137 55 DL plus 75MPH +Z 4187.7078 23.3744 1.4758 -0.4647 -160.9766 148.7299 IDiac 2 -4158.7110 20.6472 -1.4758 0.4647 0.0000 0.0000 55 DL plus 75MPH -Z -4284.4797 31.8303 0.4607 0.4628 -50.2523 1071.0533 (Drag 2 4313.4766 12.1913 -0.4607 -0.4628 0.0000 0.0000 56 DL plus 75MPH +Z 3672.3055 20.5683 -1.1585 0.4868 0.0000 0.0000 (Diag 2 -3701.3024 23.4534 1.1585 -0.4868 126.3646 -157.3447 56 DL plus 75MPH -Z -3817.2691 12.2539 -0.7734 -0.4900 0.0000 0.0000 (Diag 2 3788.2723 31.7677 0.7734 0.4900 84.3552 -1064.2306 57 DL plus 75MPH +Z -4511.2058 13.3170 -0.4172 -0.0852 0.0000 0.0000 (Diag 2 4482.2089 30.7046 0.4172 0.0852 45.5033 -948.2737 57 DL plus 75MPH -Z 4386.0354 19.4800 -1.5165 0.0476 0.0000 0.000C (Diag 2 -4415.0323 24.5416 1.5165 -0.0476 165.4151 -276.0492 58 DL plus 75MPH +Z -4056.9642 30.7561 0.7390 -0.4274 -80.6102 953.8851 (Diac 2 4085.9611 13.2656 -0.7390 0.4274 0.0000 0.0000 5£ DL plus 75MPH'-Z 3969.9416 24.4653 1.1989 0.4587 -130.7703 267.7222 tD ag 2 -3940.9448 19.5563 -1.1989 -0.4587 0.0000 0.0000 59 DL plus 75MPH +Z 252.2278 29.3160. 1.1541 0.2507 -125.8839 796.8132 (Diag 2 -223.2310 14.7056• -1.1541 -0.2507 0.0000 0.0000 59 DL plus 75MPH -Z -323.3576 25.9397 0.7769 -0.2800 -84.7361 428.5441 (Diag 2 352.3544 18.0819 -0.7769 0.2800 0.0000 0.0000 60 DL plus 75MPH +Z -258.1005 14.7239 -0.9059 -0.7658 0.0000 0.0000 (Diag 2 229.1036 29.2977 0.9059 0.7658 98.8087 -794.8186 60 DL plus 75MPH -Z 99.3888 18.1049 -1.0341 0.7950 0.0000 0.0000 :Diag 2 -128.3857 25.9167 1.0341 -0.7950 112.7924 -426.0309 61. DL plus 75MPH +Z -3770.1383 ( 24.8419 0.6131 0.8250 -58.1598 690.8549 (Diag 4 3753.8071 10.2758 -0.6131 -0.8250 0.0000 0.0000 61 DL plus 75MPH -Z 3900.3453 1 18.5574 0.7875 -0.8473 -74.7049 94.7235 ,Diag 4 -3916.6764 4- 16.5603 -0.7875 0.8473 0.0000 0.0000 62 DL plus 75MPH +Z -3258.3961 10.4123 -0.8158 -0.7078 0.0000 0.0000 (Diao 4 3274.7277 24.7053 0.8158 0.7078 77.3886 -677.9031 62 DL plus 75MPH -Z 3415.7130 16.4427 -0.5796 0.7288 0.0000 0.0000 ',Diag 4 -3399.3815 18.6749 0.5796 -0.7288 54.9768 -105.8715 63 DL plus 75MPH +Z 3907.2682 15.2953 -0.8338 0.5364 0.0000 0.0000 (Diag 4 -3890.9371 19.8224 0.8338 -0.5364 79.0917 -214.7140 63 DL plus 75MPH -Z -3772.8588 11.5740 -0.5659 -0.4776 0.0000 0.0000 (Diag 4 3789.1899 23.5437 0.5659 0.4776 53.6761 -567.7144 64 DL plus 75MPH +Z 3495.9932 19.7038 0.6196 0.0837 -58.7705 203.465-- 03.465_(Diag (Diag 4 -3511.7748 15.4139 -0.6196 -0.0837 0.0000 0.0000 64 DL plus 75MPH -Z -3371.7354 23.6760 0.7848 -0.1351 -74.4428 580.2623 'Diag 4 3355.4039 11.4417 -0.7848 0.1351 0.0000 0.0000 65 DL plus 75MPH +Z 15.8761 19.5251 0.4753 -0.1425 -45.0818 186.5202 -Dian 4 -32.2077 15.5925 -0.4753 0.1425 0.0000 0..000C tib DL plus 75MPH -Z 92.8335 23.8232 0.9191 0.1473 -87.1857 594.2288 D3ac 4 -109.1650 11.2999 -0.9191 -0.1473 0.0000 0.0000 66 DL plus 75MPH +Z 490.8626 15.5789 -0.7861 0.8106 0.0000 0.0000 ,Diag 4 -474.5311 19.5388 0.7861 -0.8106 74.5683 -187.8114 66 DL plus 75MPH -Z -322.0364 11.2753 -0.6183 -0.8116 0.0000 0.0000 (Diag 4 338.3680 _i 23.8423 0.6183 0.8116 58.6467 -596.0403 67 DL plus 75MPH +Z -75402.2102 -34.1982 6.7215 -79.3200 -354.2342 557.7130 (Leg 40 75302.3528 40.0422 -6.7215 79.3200 -184.4033 -3532.409£ 67 DL plus 75MPH -Z 84150.2379 42.2970 -5.5689 78.0297 290.3339 -458.0814 �Lec 40 -84250.0953 -36.4530 5.5689 -78.0297 155.9399 3613.4706 68 DL plus 75MPH +Z 44654.4791 7.7986 -1.1489 -517.4375 1275.9886 -968.538E (Leg 40 -44554.6217 -1.9546 1.1489 517.4375 -1183.9177 1359.3347 68 DL plus 75MPH -Z -34937.5843 -4.3158 0.1792 499.7270 -1245.5305 865.9578 (Lea 40 35037.4416 10.1598 -0.1792 -499.7270 1231.1680 -1445.9736 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL'S plus 75 MPH basic wind (+Z and -Z axis wind) • AT&T Wireless Services - Durham -Dayton Site,.Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA Page 5 of 31 AT&T 392-01 69 DL plus 75MPH +Z 44253.0896 12.3260 -7.7280 66.2297 -956.0436 -817.4628 (Lea 40 69 -44153.2323 -6.4820 7.7280 -66..2297 1575.3423 1571.0687 DL plus 75MPH -Z -35300.8018 -8.1453 7.5454 -49.9217 954.0391 754.7583 (Leg 40 70 35400.6592 13.9893 -7.5454 49.9217 -1558.7019 -1641.6579 DL plus 75MPH +Z 3795.3827 18.3649 0.7856 -0.2933 -74.5204 76.4600 (Diag 4 70 -3779.0516 16.7528 -0.7856 0.2933 0.0000 0.0000 DL plus 75MPH -Z -3881.9460 25.8016 0.6397 0.3148 -60.6803 781.8884 (Diag 4 3898.2772 9.3161 -0.6397 -0.3148 0.0000 0.0000 71 DL plus 75MPH +Z 3384.1612 16.8955 -0.5663 0.5265 0.0000 0.0000 (Diag 4 -3400.4928 18.2222 0.5663 -0.5265 53.7142 -62.9231 71 DL plus 75MPH -Z -3481.3246 9.1936 -0.8633 -0.5269 0.0000 0.0000 (Diag 4 3464.9930 25.9241 0.8633 0.5269 81.8888 -793.5090 72 DL plus 75MPH +Z -3877.2518 11.4914 -0.5649 -0.4531 0.0000 0.0000 (Diag 4 -72 3860.9207 23.6263 0.5649 0.4531 53.5830 -575.5459 DL plus 75MPH -Z 3786.5173 14.5427 -0.8619 0.3946 0.0000 0.0000 (Diag 4 -3802.8484 20.5750 0.8619 -0.3946 81.7560 -286.1034 73 DL plus 75MPH +Z -3364.9102 23.4649 0.7773 -0.0895 -73.7343 560.2416 (Diag 4 3381.2417 11.6527 -0.7773 0.0895 0.0000 0.0000 73 DL plus 75MPH -Z 3301.3562 20.6818 0.6432 0.1259 -61.0114 296.2386 (Diag 4 -3285.0246 14.4359 -0.6432 -0.1259 0.0000 0.0000 74 DL plus 75MPH +Z 382.2675 23.3878 0.9143 0.2442 -86.7260 552.9219 (Diag 4 -365.9359 11.7299 -0.9143 -0.2442 0.0000 0.0000 74 DL plus 75MPH -Z -434.3040 20.7946 0.5166 -0.2713 -49.0008 306.9353 (Diag 4 450.6356 14.3231 -0.5166 0.2713 0.0000 0.0000 75 DL plus 75MPH +Z -92.7417 11.7444 -0.5944 -0.7599 0.0000 0.0000 (Diag 4 76.4102 23.3733 0.5944 0.7599 56.3796 -551.5493 75 DL plus 75MPH -Z -19.4430 14.3429 70.8261 0.7773 0.0000 0.0000 (Diag 4 3.1114 20.7747 0.8261 -0.7773 78.3603 -305.0550 76 DL plus 75MPH +Z -3805.5540 24.5480 0.5787 0.5333 -52.7792 712.8743 (Diag 4 3789.2229 8.9144 -0.5787 -0.5333 0.0000 0.0000 76 DL plus 75MPH -Z 3921.1484 16.7624 0.7649 -0.5296 -69.7574 2.8511 (Diag 4 -3937.4796 16.6999 -0.7649 0.5296 0.0000 0.0000 77 DL plus 75MPH +Z -3413.1885 8.6716 -0.9336 -0.3722 0.0000 0.0000 (Diag 4 3429.5201 24.7907 0.9336 0.3722 85.1465 -735.0118 77 DL plus 75MPH -Z 3531.4783 16.9073 -0.4210 0.3634 0.0000 0.0000 (Diag 4 -3515.1467 16.5550 0.4210 -0.3634 38.3954 16.0641 78 DL plus 75MPH +Z 3651.4813 14.1705 -0.8436 0.7396 0.0000 0.0000 (Diag 4 -3635.1497 19.2919 0.8436 -0.7396 76.9311 -233.5305 78 DL plus 75MPH -Z -3533.5907 11.4833 -0.5016 -0.6916 0.0000 0.0000 (Diag 4 3549.9223 21.9790 0.5016 0.6916 45.7422 -478.5926 79 DL plus 75MPH +Z 3078.3687 19.5602 0.5092 0.2733 -46.4356 258.0006 (Diag 4 -3094.7003 13.9022 -0.5092 -0.2733 0.0000 0.0000 79 DL plus 75MPH -Z -2991.8978 21.7855 0.8291 -0.2988 -75.6134 460.9408 (Diag 4 2975.5662 11.6769 -0.8291 0.2988 0.0000 0.0000 80 DL plus 75MPH +Z -190.3883 19.3609 0.5504 0.1009 -50.1978 239.8285 (Diag 4 174.0567 14.1014 -0.5504 -0.1009 0.0000 0.0000 80 DL plus 75MPH -Z 263.4790 21.9420 0.8042 -0.0535 -73.3373 475.2145 (Diag 4 -279.8106 11.5204 -0.8042 0.0535 0.0000 0.0000 81 DL plus 75MPH +Z 327.4505 14.0814 -0.7073 0.8109 0.0000 0.0000 (Diag 4 -311.1189 19.3810 0.7073 -0.8109 64.5068 -241.6566 81 DL plus 75MPH -Z -190.5510 11.5010 -0.6294 -0.8613 0.0000 0.0000 (Diag 4 206.8825 21.9614 0.6294 0.8613 57.4023 -476.9825 82 DL plus 75MPH +Z -69404.8962 30.4598 -11.5393 -79.3105 570.1839 2764.4911 (Leg 40 69305.0388 .24.6158 11.5393 79.3105 354.5433 -557.6967 82 DL plus 75MPH -Z 77550.2672 -24.2363 9.8235 78.0305 -496.5986 -2634.4662 (Leg 40 -7765'0.1245 30.0803 -9.8235 -78.0305 -290.6301 458.0806 83 DL plus 75MPH +Z 41448.0353 -16.3115 7.5733 -517.9226 1184.3882 -1359.3772 (Lea 40 -41348.1780 22.1555 -7.5733 517.9226 -1791.2906 -181.9361 83 DL plus 75MPH -Z -32297.6662 21.9639 -6.0485 500.1338 -1231.6349 1446.0019 (Leg 40 32397.5236 -16.1199 6.0485 -500.1338 1716.3465 79.9538 84 DL plus 75MPH +Z 41087.4803 -23.3909 4.1640 65.3864 -1575.2031 -1571.1435 (Leg 40 -40987.6230 29.2349 -4.1640 -65.3864 1241.5132 -537.4889 84 DL plus 75MPH -Z -32729.7456 27.9272 -3.9735 -49.0215 1558.5483 1641.7128 (Leg 40 32829.6029 -22.0832 3.9735 49.0215 -1240.1207 362.1233 85 DL plus 75MPH +Z 3545.4976 17.7916 0.8051 -0.6266 -73.4250 96.7092 (Diag 4 -3529.1661 15.6707 -0.8051 0.6266 0.0000 0.0000 85 DL plus 75MPH -Z -3631.2432 24.3320 0.5680 0.6014 -51.8030 693.1833 (Diag 4 3647.5748 9.1303 -0.5680 -0.6014 0.0000 0.0000 86 DL plus 75MPH +Z 2971.3456 15.4047 -0.4545 0.5329 0.0000 0.0000 (Diag 4 -2987.6771 18.0576 0.4545 -0.5329 41.4504 -120.9688 86 DL plus 75MPH -Z -3088.6416 9.3573 -0.9097 -0.5312 0.0000 0.0000 (Diag 4 3072.3100 24.1050 0.9097 0.5312 82.9587 -672.4815 87 DL plus 75MPH +Z -3906.2825 10.1482 -0.5392 -0.3423 0.0000 0.0000 (Diag 4 3889.9514 23.3141 0.5392 0.3423 49.1708 -600.3489 87 DL plus 75MPH -Z 3818.2803 14.6113 -0.8330 0.3139 0.0000 0.0000 Analysis Results - Total Load: all DL'S plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) • AT&T Wireless Services Durham -Dayton Site, Durham, CA 148 ft Rohn SSVH Tower Wednesday, February 07, 2001 Muliifrdme4D Version 7.5 Page 6 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 4 -3834.6115 18.8510 0.8330 -0.3139 75.9668 -193.3268 88 DL plus 75MPH +Z -3514.9603 23.5536 0.9025 -0.2648 -82.3077 622.1860 (Diag 4 3531.2919 9.9088 -0.9025 0.2648 0.0000 0.0000 88 DL plus 75MPH -Z 3429.4835 18.6092 0.4792 0.2948 -43.7041 171.2694 (Diag 4 -3413.1519 14.8532 -0.4792 -0.2948 0.0000 0.0000 89 DL plus 75MPH +Z 223.4358 23.4402 0.8431 -0.1398 -76.8852 611.8473 (Diag 4 -207.1043 10.0222 -0.8431 0.1398 0.0000 0.0000 89 DL plus 75MPH -Z -290.2697 18.7595 0.5211 0.0956 -47.5260 184.9776 (Diag 4 306.6012 14.7029 -0.5211 -0.0956 0.0000 0.0000 90 DL plus 75MPH +Z -294.4279 10.0435 -0.6867 -0.5063 0.0000 0.0000 (Diag 4 278.0964 23.4189 0.6867 0.5063 62.6299 -609.9019 90 DL plus 75MPH -Z 163.7465 14.7230 -0.6961 0.5575 0.0000 0.0000 :Drag 4 -180.0780 18.7394 0.6961 -0.5575 63.4849 -183.1447 9i DL plus 75MPH +Z -3525.4343 22.7893 0.5657 0.7683 -49.5424 603.0083 (Diag 4 3509.1027 9.0177 -0.5657 -0.7683 0.0000 0.0000 9'_ DL plus 75MPH -Z 3632.4957 16.4286 0.7271 -0.7623 -63.6762 45.9797 (Diag 4 -3648.8272 15.3785 -0.7271 0.7623 0.0000 0.0000 92 DL plus 75MPH +Z -2847.6490 9.4675 -0.7553 -0.5559 0.0000 0.0000 (Diag 4 2863.9806 22.3395 0.7553 0.5559 66.1394 -563.6174 92 DL plus 75MPH -Z 2996.2548 14.9973 -0.5167 0.5512 0.0000 0.0000 Diag 4 -2979.9232 16.8098 0.5167 -0.5512 45.2500 -79.3635 ti3 DL plus 75MPH +Z 3702.1884 14.5104 -0.7623 0.9950 0.0000 0.0000 (Diag 4 -3685.8573 17.2966 0.7623 -0.9950 66.7523 -121.9988 93 DL plus 75MPH -Z -3594.5007 9.9330 -0.5246 -0.9329 0.0000 0.0000 tD.i.ag 4 3610.8323 21.8740 0.5246 0.9329 45.9425 -522.8532 94 DL plus 75MPH +Z 3332.6007 16.8706 0.5375 0.1737 -47.0709 84.6928 (Dian 4 -3348.9323 14.9364 -0.5375 -0.•1737 0.0000 0.0000 94 DL plus 75MPH -Z -3218.6337 22.2777 0.7663 -0.2324 -67.1106 558.1988 (Diag 4 3202.3021 9.5294 -0.7663 0.2324 0.0000 0.0000 95 DL plus 75MPH +Z 63.8771 16.8579 0.2692 0.6403 -23.5720 83.5776 (Diag 4 -80.2086 14.9491 -0.2692 -0.6403 0.0000 0.0000 95 DL plus 75MPH -Z 32.3156 22.2544 0.9994 -0.5769 -87.5180 556.1654 (Diag 4 -48.6471 9.5526 -0.9994 0.5769 0.0000 0.0000 96 DL plus 75MPH +Z 592.2347 14.9325 -0.8430 0.6810 0.0000 0.0000 (Diag 4 -575.9032 16.8746 0.8430 -0.6810 73.8257 -85.0358 96 DL plus 75MPH -Z -433.3816 9.5231 -0.4635 -0.7295 0.0000 0.0000 (Diag 4 449.7132 22.2840 0.4635 0.7295 40.5878 -558.7536 DL plus 75MPH +Z -63838.4708 -27.5671 17.8608 -79.4538 -861.2135 321.1520 :Lec 40 63738.6134 33.4111 -17.8608 79.4538 -570.0994 -2764.4511 a7 DL plus 75MPH -Z 71359.5121 31.6193 -15.2674 78.1640 726.9825 -334.7031 meg 40 -71459.3694 -25.7753 15.2674 -78.1640 496.4965 2634.4190 9F DL plus 75MPH +Z 37894.8202 28.8286 -15.5706 -518.9319. 1792.1317 181.9965 sLeq 40 -37794.9628 -22.9846 15.5706 518.9319 -544.3558 1894.0793 916 DL plus 75MPH -Z -29323.8893 -21.4747 13.2616 501.0516 -1717.1514 -80.0074 (Leg 40 29423.7466 27.3187 -13.2616 -501.0516 654.4046 -1875.0685 99 DL plus 75MPH +Z 37404.8209 39.3972 -1.0301 64.6550 -1241.4869 537.5975 (Leg 40 -37304.9635 -33.5532 1.0301 -64.6550 1324.0342 2385.4094 99 DL plus 75MPH -Z -29685.1924 -30.3581 0.7475 -48.2045 1240.0787 -362.2177 (Leg 40 29785.0498 36.2021 -0.7475 48.2045 -1299.9782 -2304.7492 DL plus 75MPH +Z 3607.7320 15.6937 0.7011 -0.1753 -61.3961 -18.3708 Diag 4 -3591.4004 16.1133 -0.7011 0.1753 0.0000 0.0000 100 DL plus 75MPH -Z -3687.1666 24.3823 0.6141 0.2107 -53.7802 742.5109 'Diag 4 3703.4978 7.4247 -0.6141 -0.2107 0.0000 0.0000 DL plus 75MPH +Z 3239.9662 16.5961 -0.4761 0.5354 0.0000 0.0000 DI -Ig v -3256.2978 15.2109 0.4761 -0.5354 41.6912 60.6536 DL plus 75MPH -Z -3312.8166 7.0158 -0.8563 -0.5300 0.0000 0.0000 Oiaa 4 3296.4850 24.7912 0.8563 0.5300 74.9914 -778.3177 _T.". DL plus 75MPH +Z -3614.1096 10.3278 -0.5130 -1.2126 0.0000 0.0000 Diag 4 3597.7780 21.4792 0.5130 1.2126 44.9276 -488.2780 X02 DL plus 75MPH -Z 3534.0987 13.1605 -0.8093 1.1094 0.0000 0.0000 D1aa 4 -3550.4303 18.6466 0.8093 -1.1094 70.8725 -240.2167 101 DL plus 75MPH +Z -2934.5122 20.9718 0.7113 0.0642 -62.2940 443.8387 :Dias 4 2950.8438 10.8353 -0.7113 -0.0642 0.0000 0.0000 .03 DL plus 75MPH -Z 2896.3008 19.0314 0.5882 -0.0046 -51.5138 273.9172 Diag 4 -2879.9693 12.7756 -0.5882 0.0046 0.0000 0.0000 '-04 DL plus 75MPH +Z 502.0364 21.0796 0.9871 -0.3881 -86.4441 453.2831 ,Di.ag 4 -485.7048 10.7274 -0.9871 0.3881 0.0000 0.0000 '04 DL plus 75MPH -Z -530.0187 18.9829 0.3499 0.3285 -30.6410 269.6680 ;Diag 4 546.3503 12.8242 -0.3499 -0.3285 0.0000 0.0000 105 DL plus 75MPH +Z -26.3589 10.7455 -0.3968 -0.6497 0.0000 0.0000 a9 10.0273 21.0616 0.3968 0.6497 34.7483 -451.7051 105 DL plus 75MPH -Z -64.3339 12.8548 -0.9004 0.6924 0.0000 0.0000 (Diag 4 48.0023 18.9522 0.9004 -0.6924 78.8524 -266.9827 106 DL plus 75MPH +Z -3597.2039^ 18.5196 0.4576 0.4412 -38.4328 495.9498 (Diag 6 3583.5389 6.7094 -0.4576 -0.4412 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Servis - Durham -Dayton Site, Durham, CA 98 ft tall Rohn SSVN Tnwar Wednesday, February 07, 2001 Page 7 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 106 DL plus 75MPH -Z 3712.28771 12.6800 0.5776 -0.4604 -48.5106 5.4980 (Diag 6 -3725.9528 F{- 12.5490 -0.5776 0.4604 0.0000 0.0000 107 DL plus 75MPH +Z -3309.9911 I 6.2394 -0.8774 -0.3736 0.0000 0.0000 (Diag 6 3323.6562 1 18.9896 0.8774 0.3736 73.6886 -535.4237 107 DL plus 75MPH -Z 3395.5946 ) 12.9504 -0.1809 0.3744 0.0000 0.0000 (Diag 6 -3381.9296 12.2786 0.1809 -0.3744 15.1898 28.2118 108 DL plus 75MPH +Z 3402.0008 10.5915 -0.6340 1.2626 0.0000 0.0000 ;Diag 6 -3388.3357 i 14.6375 0.6340 -1.2626 53.2489 -169.9064 i08 DL plus 75MPH -Z -3294.1144 8.7058 -0.4048 -1.1714 0.0000 0.0000 (Diag 6 3307.7795 16.5232 0.4048 1.1714 33.9993 -328.2785 109 DL plus 75MPH +Z 2614.7640 15.1351 0.2563 0.1582 -21.5274 211.6934 (Diag 6 -2628.4291 10.0939 -0.2563 .-0.1582 0.0000 0.0000 109 DL plus 75MPH -Z -2554.3200 16.1333 0.7669 -0.2080 -64.4112 295.5322 (Diag 6 2540.6550 9.0957 -0.7669 0.2080 0.0000 0.0000 110 DL plus 75MPH +Z -370.3883 15.1237 0.5005 0.4009 -42.0340 210.7358 !Diag 6 356.7231 10.1053 -0.5005 -0.4009 0.0000 0.0000 110 DL plus 75MPH -Z 416.9784 16.0992 0.5585 -0.3477 -46.9095 292.6626 (Diag 6 -430.6435 9.1299 -0.5585 0.3477 0.0000 0.0000 11.1. DL plus 75MPH +Z 220.0412 10.0842 -0.4999 0.8147 0.0000 0.0000 (Diag 6 -206.3760 15.1448 0.4999 -0.8147 41.9830 -212.5105 111 DL plus 75MPH -Z -109.5097 9.1120 -0.5206 -0.8707 0.0000 0.0000 ,Dian 6 123.1749 - 16.1170 0.5206 0.8707 43.7240 -294.1640 -"' DL plus 75MPH +Z -57645.0109-4v--- 29.3899 -25.1607 -79.3411 1154.7503 2480.9521 mea 60 57561.68411 -24.5134 25.1607 79.3411 861.5476 -321.1280 1'2 DL plus 75MPH -Z 64529.3931; -22.2155 21.4437 78.0776 -991.1302 -2310.3614 (Leg 60 -64612.7130----_ 27.0920 -21.4437 -78.0776 -727.2980 334.6841 113 DL plus 75MPH +Z 34776.7650 -31.7995 18.6476 -520.4559 544.3218 -1894.0874 (Leg 60 -34693.4382 36.6760 -18.6476 520.4559 -2038.6844 -849.6165 1? DL plus 75MPH -Z-26833.2672 34.7966 -15.3312 502.4336 -654.3923 1875.0728 26916.5906 -29.9201 15.3312 -502.4336 1882.9892 718.0238 114 DL plus 75MPH +Z 34451.3154 f -46.6183 5.1531 63.9074 -1323.7712 -2385.4578 (Leg 60 -34367.9885 t 51.4948 -5.1531 -63.9074 910.8207 -1545.7835 114 DL plus 75MPH -Z -27376.3443 47.1813 -4.7593 -47.3597 1299.7180 2304.7873 (Leg 60 27459.6676 -42.3048 4.7593 47.3597 -918.3219 1280.7816 115 DL plus 75MPH +Z 3326.790EF 13.5364 0.6071 -0.8961 -50.9854 77.4220 •Diaq 6 -3313.1257 11.6927 -0.6071 0.8961 0.0000 0.0000 :i5 DL plus 75MPH -Z -3362.5718 18.2648 0.4542 0.8435 -38.1489 474.5473 �D_aq 6 3376.2369 6.9642 -0.4542 -0.8435 0.0000 0.0000 116 DL plus 75MPH +Z 2537.7180 11.1677 -0.2065 0.5211 0.0000 0.0000 ;Diag 6 -2551.3830 14.0613 0.2065 -0.5211 17.3472 -121.5128 :116 DL plus 75MPH -Z -2621.1875 7.4122 -0.8356 -0.5327 0.0000 0.0000 Diag 6 2607.5225 17.8168 0.8356 0.5327 70.1827 -436.9240 117 DL plus 75MPH +Z -3668.0936 7.5919 -0.4422 -0.6417 0.0000 0.0000 (Diag 6 3654.4286 17.6371 0.4422 0.6417 37.1374 -421.8274 117 DL plus 75MPH -Z 3639.5526 11.0239 -0.6163 0.6154 0.0000 0.0000 (Diag 6 -3653.2176 14.2051 0.6163 -0.6154 51.7586 -133.5862 118 DL plus 75MPH +Z -3382.7179 18.1335 0.8664 -0.1702 -72.7688 463.5225 (Diag 6 3396.3830 7.0955 -0.8664 0.1702 0.0000 0.0000 118 DL plus 75MPH -Z 3324.4090 13.7444 0.2133 0.2168 -17.9135 94.8984 ;Diag 6 -3310.7439 11.4846 -0.2133 -0.2168 0.0000 0.0000 119 DL plus 75MPH +Z 144.9100 18.1761 0.6007 -0.5761 -50.4507 467.0935 D.iac 6 -131.2448 7.0530 -0.6007 0.5761 0.0000 0.0000 11.9 DL plus 75MPH -Z -178.2451 13.7349 0.4405 0.5246 -36.9979 94.0942 (Diag 6 191.9103 .11.4942 -0.4405 -0.5246 0.0000 0.0000 120 DL plus 75MPH +Z -445.5427 7.0758 -0.6155 -0.3468 0.0000 0.0000 (Diag 6 431.8775 18.1533 0.6155 0.3468 51.6956 -465.1800 120 DL plus 75MPH -Z 348.2241 11.5126 -0.4662 0.4204 0.0000 0.0000 (Diag 6 -361.8893 13.7164 0.4662 -0.4204 39.1583 -92.5470 121 DL plus 75MPH +Z -3355.4704 16.9661 0.3773 0.8654 -30.3508 405.7695 (Diag 6 3341.8053 6.8779 -0.3773 -0.8654 0.0000 0.0000 121 DL plus 75MPH -Z 3403.0967 12.4427 0.6202 -0.8369 -49.8880 41.8901 (Diag 6 -3416.7618 11.4013 -0.6202 0.8369 0.0000 0.0000 122 DL plus 75MPH +Z -2364.4603 7.7583 -0.3950 -0.5517 0.0000 0.0000 (Diag 6 2378.1253 16.0857 0.3950 0.5517 31.7720 -334.9478 122 DL plus 75MPH -Z 2483.2850 10.6534 -0.5579 0.5306 0.0000 0.0000 (Diag 6 -2469.6199 13.1906 0.5579 -0.5306 44.8786 -102.0524 123 DL plus 75MPH +Z 3462.2705 10.9059 -0.6505 1.4969 0.0000 0.0000 (Diaq 6 -3448.6054 12.9381 0.6505 -1.4969 52.3264 -81.7404 123 DL plus 75MPH -Z -3424.0472 7.4204 -0.3366 -1.4312 0.0000 0.0000 (Diag 6 3437.7123 16.4236 0.3366 1.4312 27.0789 -362.1262 124 DL plus 75MPH +Z 3253.5294 12.0784 0.5583 0.0268 -44.9142 12.5787 (Diag 6 -3267.1944 11.7656 -0.5583 -0.0268 0.0000 0.0000 124 DL plus 75MPH -Z -3166.0670 17.1964 0.4636 -0.1046 -37.2950 424.2961 (Diag 6 3152.4020 6.6476 -0.4636 0.1046 0.0000 0.0000 125 DL plus 75MPH +Z 200.5250 11.9366 -0.0158 1.3766 1.2743 1.1767 Analysis Results - Total Load: all DL's plus 75MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services Wednesday, February 07, 2001 Multiframe4D Version 7.5 • Durham-Davton Site, Durham, CA 148 t0all Rohn SSVH Tower (Drag 6 Page 8 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA -214.1902 11.9074 125 0.0000 DL plus 75MPH -Z -135.4401 17.3094 (Diag 6 0.0000 -0.8244 0.5157 0.0000 121.7749 6.5346 126 66.3207 DL plus 75MPH +Z 787.0623 11.8953 (Diag 6 -436.0863 35.5510 -79.6727 -1694.1356 -773.3972 11.9487 1.26 -1154.8147 DL plus 75MPH -Z -661.9655 6.5011 (Diag 6 2310.4071 -32.9432 -522.5348 2039.8259 675.6307 17.3430 17.7 600.1415 DL plus 75MPH +Z -52181.8501 -36.2537 (Leg 60 -363.0186 -2113.9564 -2.2690 63.3910 52098.5233 41.1302 127 -63.3910 DL plus 75MPH -Z 58567.4339 38.9180 (Leg 60 46.7083 -1057.7812 -2919.4006 0.5879 -58650.7607 -34.0415 128 -0.5879 DL plus 75MPH +Z 31087.6212 39.1822 (Leg 60 -0.4202 0.1463 0.0000 0.0000 -31004.2944 -34.3057 128 0.0000 DL plus 75MPH -Z -23584.0255 -32.9013 (Leg 60 0.0000 0.5293 0.4558 42.5764 23667.3488 37.7778 129 0.0000 DL plus 75MPH +Z 30426.0435 60.0580 (Leg 60 0.0000 0.0000 0.6902 -2.0323 -30342.7166 -55.1815 129 0.2246 DL plus 75MPH -Z -23890.5192 -49.9757 (Leg 60 -0.1519 -50.0021 238.1011 -0.6216 23973.8425 54.8522 130 0.9368 DL plus 75MPH +Z 3395.8954 11.7649 (Diag 6 1.0284 -9.3500 246.4530 -0.1162 -3382.2303 12.0791 130 -0.0726 DL plus 75MPH -Z -3488.8229 18.3091 (Dian 6 0.6280 0.0000 0.0000 0.8966 3502.4880 5.5349 131 0.2659 DL plus 75MPH +Z 3190.3800 13.0425 (Diag 6 -0.3284 -51.4847 -62.8734 -0.6690 -3204.0450 10.8015 131 -1.1816 DL plus 75MPH -Z -3233.5523 4.7172 (Diag 6 0.2564 0.0000 0.0000 -0.1646 3219.8873 19.1268 132 -0.7474 DL plus 75MPH +Z -3417.1080 7.8115 (Diag 6 -2.6713 0.0000 0.0000 0.2045 3403.4429 16.0325 132 -0.0398 DL plus 75MPH -Z 3333.6395 9.7526 (Diag 6 0.0958 -71.6313 151.2956 -0.9308 -3347.3046 14.0914 133 0.7683 DL plus 75MPH +Z -2422.8909 15.0480 (Diag 6 -1.5617 -19.6338 174.0503 -0.2551 2436.5559 8.7960 133 -0.2056 DL plus 75MPH -Z 2411.0803 14.8818 (Diag 6 -0.5349 0.0000 0.0000 0.6751 -2397.4152 8.9622 134 -48.1363 DL plus 75MPH +Z 726.4016 15.0108 (Diag 6 78.1453 -1825.4077 -2936.5652 -40.5111 -712.7365 8.8332 134 42.2980 DL plus 75MPH -Z -731.9749 14.9856 (Diag 6 508.1526 362.3514 2113.9454 35.1234 745.6400 8.8584 135 DL plus 75MPH +Z 139.8160 8.8469 (Diag 6 -153.4812 14.9971 135 DL plus 75MPH -Z -205.4582 8.8930 (Diag 6 191.7930 14.9510 136 DL plus 75MPH +Z -3375.9976 17.1918 (Diag 6 3362.3325 5.2673 136 DL plus 75MPH -Z 3507.1438 10.4125 (Diag 6 -3520.8088 12.0465 137 DL plus 75MPH +Z -3360.9521 3.7307 (Diag 6 3374.6171 18.7283 137 DL plus 75MPH -Z 3404.2118 13.3499 (Diag 6 -3390.5467 9.1091 138 DL plus 75MPH +Z 3256.5077 9.4039 (Diag 6 -3242.8426 13.0551 138 DL plus 75MPH -Z -3136.7082 7.9682 (Diag 6 3150.3732 14.4908 139 DL plus 75MPH +Z 2048.1138 14.6433 (Diag 6 -2061.7789 7.8157 139 DL plus 75MPH -Z -2026.9974 13.1956 (Diag 6 2013.3323 9.2634 140 DL plus 75MPH +Z -680.7319 14.2599 (Diag 6 667.0667 8.1991 140 DL plus 75MPH -Z 689.0719 13.4913 ;Diag 6 -702.7370 8.9678 141 DL plus 75MPH +Z 17.4951 8.1589 (Diag 6 -3.8299 14.3001 141 DL plus 75MPH -Z 61.7149 8.9482 (Diag 6 -48.0497 13.5108 142 DL plus 75MPH +Z -45565.7072 47.9329 (Leg 60 45482.3804 -43.0564 142 DL plus 75MPH -Z 51437.4794 -41.8564 (Leg 60 -51520.8063 46.7329 143 DL plus.75MPH +Z 28233.5094 -36.1510 (Leg 60 -28150.1861 41.0275 143 DL plus 75MPH -Z -21196.3958 42.0874 (Leg 60 21279.7192 -37.2109 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Page 8 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 0.0158 -1.3766 0.0000 0.0000 0.9632 -1.2684 -77.4879 433.3881 -0.9632 1.2684 0.0000 0.0000 -0.8244 0.5157 0.0000 0.0000 0.8244 -0.5157 66.3207 -2.1455 -0.2026 -0.5917 0.0000 0.0000 0.2026 0.5917 16.3002 -436.0863 35.5510 -79.6727 -1694.1356 -619.6644 -35.5510 79.6727 -1154.8147 -2480.9953 -30.0942 78.3775 1420.5098 612.9703 30.0942 -78.3775 991.1499 2310.4071 -32.9432 -522.5348 2039.8259 849.6375 32.9432 522.5348 600.1415 2094.9085 28.0405 504.3849 -1884.0647 -718.0514 -28.0405 -504.3849 -363.0186 -2113.9564 -2.2690 63.3910 -910.8263 1545.9114 2.2690 -63.3910 1092:6563 3071.5613 1.7404 -46.7083 918.3100 -1280.8966 -1.7404 46.7083 -1057.7812 -2919.4006 0.5879 0.2147 -47.2951 -12.6410 -0.5879 -0.2147 0.0000 0.0000 0.4202 -0.1463 -33.7999 513.8086 -0.4202 0.1463 0.0000 0.0000 -0.5163 0.4976 0.0000 0.0000 0.5163 -0.4976 41.5320 90.1402 -0.5293 -0.4558 0.0000 0.0000 0.5293 0.4558 42.5764 -579.5850 -0.3302 -2.1928 0.0000 0.0000 0.3302 2.1928 26.5661 -330.6649 -0.6902 2.0323 0.0000 0.0000 0.6902 -2.0323 55.5214 -174.5192 0.3523 0.2246 -28.3402 251.4724 -0.3523 -0.2246 0.0000 0.0000 0.6216 -0.1519 -50.0021 238.1011 -0.6216 0.1519 0.0000 0.0000 0.9368 -1.1514 -75.3578 248.4742 -0.9368 1.1514 0.0000 0.0000 0.1162 1.0284 -9.3500 246.4530 -0.1162 -1.0284 0.0000 0.0000 -0.0726 -0.5545 0.0000 0.0000 0.0726 0.5545 5.8416 -247.3733 -0.8966 0.6280 0.0000 0.0000 0.8966 -0.6280 72.1236 -243.6656 0.2659 0.2858 -20.4644 458.8177 -0.2659 -0.2858 0.0000 0.0000 ,0.6690 -0.3284 -51.4847 -62.8734 -0.6690 0.3284 0.0000 0.0000 -1.1816 -0.2452 0.0000 0.0000 1.1816 0.2452 90.9321 -577.0617 0.1646 0.2564 0.0000 0.0000 -0.1646 -0.2564 -12.6697 163.1739 -0.7474 2.8499 0.0000 0.0000 0.7474 -2.8499 57.5119 -140.4893 -0.2045 -2.6713 0.0000 0.0000 0.2045 2.6713 15.7409 -250.9696 -0.0398 -0.1761 3.0609 262.7030 0.0398 0.1761 0.0000 0.0000 0.9308 0.0958 -71.6313 151.2956 -0.9308 -0.0958 0.0000 0.0000 0.7683 1.6434 -59.1269 233.2003 -0.7683 -1.6434 0.0000 0.0000 0.2551 -1.5617 -19.6338 174.0503 -0.2551 1.5617 0.0000 0.0000 -0.2056 0.4241 0.0000 0.0000 0.2056 -0.4241 15.8224 -236.2935 -0.6751 -0.5349 0.0000 0.0000 0.6751 0.5349 51.9530 -175.5525 -48.1363 -79.3729 2162.7808 3026.0437 48.1363 79.3729 1694.7144 619.7578 40.5111 78.1453 -1825.4077 -2936.5652 -40.5111 -78.1453 -1421.0259 -613.0743 42.2980 -526.5773 -599.5068 -2094.8739 -42.2980 526.5773 -2790.1272 -997.5529 -35.1234 508.1526 362.3514 2113.9454 35.1234 -508.1526 2452.3362 1063.4177 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Servo - Durham -Dayton Site, Oft Durham, CA tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 9 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 144 DL plus 75MPH +Z 28043.9515 -63.5119 5.7487 63.1020 -1092.7334 -3071.6607 (Leg 60 -27960.6282 68.3884 -5.7487 -63.1020 632.0496 -2213.3875 144 DL plus 75MPH -Z -21953.9495 62.7226 -5.3979 -46.2456 1057.8345 2919.4876 (Leg 60 22037.2728 -57.8460 5.3979 46.2456 -625.2661 1911.5149 145 DL plus 75MPH +Z 3192.2303 11.8960 0.7265 -1.1748 -55.9062 51.2897 (Diag 6 -3178.5652 10.5630 -0.7265 1.1748 0.0000 0.0000 145 DL plus 75MPH -Z -3191.6573 16.3901 0.2527 1.0976 -19.4481 397.1238 (Diag 6 3205.3223 6.0689 -0.2527 -1.0976 0.0000 0.0000 146 DL plus 75MPH +Z 1978.5181 8.8658 0.1135 0.4616 0.0000 0.0000 (Diag 6 -1992.1832 13.5932 -0.1135 -0.4616 -8.7311 -181.8926 146 DL plus 75MPH -Z -2077.3978 7.5081 -1.0235 -0.5091 0.0000 0.0000 (Diag 6 2063.7328 14.9509 1.0235 0.5091 78.7593 -286.3746 147 DL plus 75MPH +Z -3435.0945 6.1644 -0.2625 -1.5791 0.0000 0.0000 (Diag 6 3421.4294 16.2946 0.2625 1.5791 20.1991 -389.7801 147 DL plus 75MPH -Z 3447.0868 10.4057 -0.7010 1.5137 0.0000 0.0000 (Diag 6 -3460.7519 12.0534 0.7010 -1.5137 53.9438 -63.3983 148 DL plus 75MPH +Z -3425.3601 17.9382 1.1951 0.2623 -91.9648 516.2576 (Diag 6 3439.0251 4.5208 -1.1951 -0.2623 0.0000 0.0000 148 DL plus 75MPH -Z 3348.6273 10.6043 -0.1500 -0.1546 11.5467 -48.1113 (Diag 6 -3334.9623 11.8547 0.1500 0.1546 0.0000 0.0000 149 DL plus 75MPH +Z -48.5701 17.6318 0.2902 -1.7564 -22.3292 492.6786 (Diag 6 62.2353 4.8272 -0.2902 1.7564 0.0000 0.0000 149 DL plus 75MPH -Z 7.9148 10.9426 0.6117 1.7153 -47.0700 -22.0758 (Diag 6 5.7503 11.5164 -0.6117 -1.7153 0.0000 0.0000 150 DL plus 75MPH +Z -746.8225 4.8711 -0.9209 -0.1185 0.0000 0.0000 (Diag 6 733.1574 17.5880 0.9209 0.1185 70.8653 -489.3066 150 DL plus 75MPH -Z 635.2286 11.5361 -0.1322 0.2010 0.0000 0.0000 (Diag 6 -648.8937 10.9230 0.1322 -0.2010 10.1743 23.5902 151 DL plus 75MPH +Z -3272.9281 11.7463 0.3548 0.7291 -26.0877 283.5253 (Diag 8 3262.6958 4.0335 -0.3548 -0.7291 0.0000 0.0000 151 DL plus 75MPH -Z 3276.4865 7.7611 0.3412 -0.6867 -25.0831 -9.4728 (Diag 8 -3286.7188 8.0188 -0.3412 0.6867 0.0000 0.0000 152 DL plus 75MPH +Z -1689.5652 f 6.1747 -0.0357 -0.2805 0.0000 0.0000 (Diag 8 1699.7973 9.6051 0.0357 0.2805 2.6218 -126.1013 152 DL plus 75MPH -Z 1835.1581 6.2156 -0.5367 0.2854 0.0000 0.0000 (Diag 8 -1824.9260 9.5643 0.5367 -0.2854 39.4604 -123.0996 153 DL plus 75MPH +Z 3172.6921 8.0042 -0.3477 0.9440 0.0000 0.0000 (Diag 8 -3162.4598 7.7756 0.3477 -0.9440 25.5660 8.4012 153 DL plus 75MPH -Z -3196.9190 4.1162 -0.3168 -0.9187 0.0000 0.0000 (Diag 8 3207.1513 11.6636 0.3168 0.9187 23.2906 -277.4425 154 DL plus 75MPH +Z 3340.3162 5.6587 0.4984 -0.0511 -36.6417 -164.0439 (Diag 8 -3350.5485 "0- 10.1212 -0.4984 0.0511 0.0000 0.0000 154 DL plus 75MPH -Z -3223.5850 13.5076 0.2659 -0.0253 -19.5521 413.0128 (Diag 8 3213.3527 2.2723 -0.2659 0.0253 0.0000 0.0000 155 DL plus 75MPH +Z 488.1168 6.1937 -0.7193 1.1768 52.8869 -124.7103 (Diag 8 -498.3490 9.5862 0.7193 -1.1768 0.0000 0.0000 155 DL plus 75MPH -Z -402.5859 12.9549 1.2757 -1.0983 -93.7900 372.3814 (Diag 8 392.3537 2.8249 -1.2757 1.0983 0.0000 0.0000 156 DL plus 75MPH +Z 1154.7683 9.5769 -1.1489 0.0745 0.0000 0.0000 (Diag 8 -1144.5362 6.2029 1.1489 -0.0745 84.4699 124.0301 156 DL plus 75MPH -Z -1008.2062 1' 2.7692 0.3685 -0.1305 0.0000 0.0000 (Diag 8 1018.4383 -1 13.0107 -0.3685 0.1305 -27.0952 -376.4796 157 DL plus 75MPH +Z -40381.4009,L-,- -53.2514 59.6789 -79.9751 -2619.4655 -1401.2650 (Leg 80 40313.0730) 57.2501 -59.6789 79.9751 -2163.0090 -3026.3546 157 DL plus 75MPH -Z 45708.9316 '57.0498 -50.0657 78.6605 2186.5350 1474.6867 (Leg 80 -45777.2595 -53.0510 50.0657 -78.6605 1825.5742 2936.8782 158 DL plus 75MPH +Z 24199.8335 32.2531 -58.5728 -529.4083 2789.0751 997.5375 (Leg 80 -24131.5091 -28.2544 58.5728 529.4083 1904.7648 1426.9039 158 DL plus 75MPH -Z -17652.3083 -34.4454 48.4164 510.8721 -2451.2925 -1063.4346 (Leg 80 17720.6327 38.4442 -48.4164 -510.8721 -1428.6408 -1857.1363 159 DL plus 75MPH +Z 23193.3303 62.4276 3.3469 63.1568 -631.9262 2213.2700 (Leg 80 -23125.0059 -58.4289 '-3.3469 -63.1568 363.7162 2629.2589 159 DL plus 75MPH -Z -17787.3500 -51.6451 -2.4704 -46.1323 625.1943 -1911.4005 (Leg 80 17855.6744 55.6438 2.4704 46.1323 -427.2237 -2387.4960 160 DL plus 75MPH +Z 3131.2157 6.6526 0.2766 0.3025 -20.3343 -90.9646 (Diag 8 -3120.9834 9.1272 -0.2766 -0.3025 0.0000 0.0000 160 DL plus 75MPH -Z -3237.2281 13.5704 0.4118 -0.2419 -30.2722 417.6317 (Diag 8 3247.4604 2.2094 -0.4118 0.2419 0.0000 0.0000 161 DL plus 75MPH +Z 3305.8965 11.5439 -0.4629 0.3708 0.0000 0.0000 (Diag 8 -3316.1288 4.2360 0.4629 -0.3708 34.0338 268.6395 161 DL plus 75MPH -Z -3269.7857 0.1764 -0.3310 -0.3225 0.0000 0.0000 (Diag 8 3259.5533 15.6034 0.3310 0.3225 24.3380 -567.0997 162 DL plus 75MPH +Z -3309.0796 4.8876 -0.3144 -1.9453 0.0000 0.0000 (Diag 8 3298.8473 10.8922 0.3144 1.9453 23.1136 -220.7287 162 DL plus 75MPH -Z 3230.9453 6.3762 -0.4087 1.8326 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services*- Durham -Dayton Site, Wednesday, February 07, 2001 Multiframe4D Version 7.5 (Drag 8 Durham, CA -3241.1776 163 DL plus 75MPH +Z -1718.7144 (Diag 8 0.4087 -1.8326 30.0454 1728.9465 163 DL plus 75MPH -Z 1783.6822 (Diag 8 0.6129 -0.2204 -45.0589 -1773.4501 164 DL plus 75MPH +Z 1121.0180 (Diag 8 -1.3050 1.2640 0.0000 -1110.7859 164 DL plus 75MPH -Z -1055.1849 (Diag 8 0.6684 0.1087 0.0000 1065.4171 165 DL plus 75MPH +Z 454.2665 (Diag 8 1.2451 0.0179 91.5393 -464.4986 165 DL plus 75MPH -Z -449.5624 (Diag 8 0.8545 0.0908 -59.9456 439.3302 166 DL plus 75MPH +Z -3083.2060 !Diag 8 1.7282 0.1418 121.2422 3072.9737 166 DL plus 75MPH -Z 3241.0979 (Diag 8 -0.9605 2.4327 0.0000 -3251.3302 167 DL plus 75MPH +Z -3601.3899 (Diag 8 -0.3103 2.2516 -21.7653 3611.6222 167 DL plus 75MPH -Z 3549.6931 (Diag 8 1.1931 0.1285 -83.7013 -3539.4607 168 DL plus 75MPH +Z 3270.6364 (Diag 8 -1.3887 -1.2923 0.0000 -3260.4040 168 DL plus 75MPH -Z -3117.7590 (Diag 8 0.6012 0.4272 0.0000 3127.9913 169 DL plus 75MPH +Z 1363.6596 (Diag 8 1.0442 0.5082 73.2564 -1373.8917 169 DL plus 75MPH -Z -1423.4121 (Diag 8 55.4429 78.2461 -2256.2189 1413.1800 170 DL plus 75MPH +Z -1169.8733 (Diag 8 -78.8157 533.2936 -4411.4385 1159.6412 170 DL plus 75MPH -Z 1101.0107 (Diag 8 -35.3517 63.1793 -363.2086 -1111.2429 171 DL plus 75MPH +Z -353.2081 (Diag 8 -29.0781 46.0198 -2757.0184 363.4404 171 DL plus 75MPH -Z 339.5601 (Diag 8 -0.2884 0.6105 20.2332 -329.3279 172 DL plus 75MPH +Z -33197.6328 (Leg 80 0.0000 -0.8385 -0.2432 -58.8266 33129.3050 172 DL plus 75MPH -Z 38127.9577 (Leg 80 -24.0526 0.2847 -1.2410 0.0000 -38196.2855 173 DL plus 75MPH +Z 21661.4009 (Leg 80 0.0000 0.9216 -1.0963 64.6556 -21593.0766 173 DL plus 75MPH -Z -15468.6752 (Leg 80 0.0000 -0.9219 -0.1619 64.6741 15536.9996 174 DL plus 75MPH +Z 21785.0441 (Leg 80 495.2701 0.5813 1.0696 0.0000 -21716.7198 174 DL plus 75MPH -Z -16596.4190 (Leg 80 0.0000 -1.5955 -1.2833 0.0000 16664.7434 175 DL plus 75MPH +Z 3229.3218 (Diag 8 -0.6966 -1.2472 -48.8671 -3219.0895 175 DL plus 75MPH -Z -3149.0252 (Diag 8 3159.2576 176 DL plus 75MPH +Z 1310.8196 (Diag 8 -1321.0519 176 DL plus 75MPH -Z -1444.9603 (Diag 8 1434.7280 177 DL plus 75MPH +Z -3118.8517 (Diag 8 3108.6193 177 DL plus 75MPH -Z 3204.2835 (Diag 8 -3214.5158 178 DL plus 75MPH +Z -3648.5102 (Diag 8 3658.7425 178 DL plus 75MPH -Z 3522.4383 (Diag 8 -3512.2059 179 DL plus 75MPH +Z -399.8681 (Diag 8 410.1004 179 DL plus 75MPH -Z 312.0952 (Diag 8 -301.8629 180 DL plus 75MPH +Z -1216.5420 (Diag 8 1206.3097 180 DL plus 75MPH -Z 1073.4463 (Diag 8 -1083.6786 181 DL plus 75MPH +Z -128.6004 (Mount 128.6004 9.4036 8.4504 7.3295 11.3923 4.3875 9.0894 6.6904 10.8737 4.9062 6.7011 9.0788 4.9649 10.8149 12.2812 2.4616 5.4182 9.3246 -1.3046 16.0474 12.4828 2.2600 6.4504 8.2924 5.4212 9.3216 12.1553 2.5876 6.1565 8.5863 10.8592 3.8836 7.2930 7.4498 3.8073 10.9355 7.4363 7.3066 50.0747 -46.0760 -47.1014 51.1002. -5.4527 9.4514 31.7652 -27.7665 -24.2489 28.2477 18.2219 -14.2232 7.1798 7.5630 11.2469 3.4959 3.3431 11.3997 7.0286 7.7143 3.2852 11.4577 7.6822 7.0607 15.5752 -0.8324 3.5341 11.2087 19.4312 0.3116 4.7003 10.0426 0.3950 14.3478 10.0554 4.6874 -314.6150 318.9693 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Durham, CA 19810 tall Rohn SSVH Tower A , Page 10 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 0.4087 -1.8326 30.0454 -111.2874 -0.0221 0.2999 1.6246 41.2058 0.0221 -0.2999 0.0000 0.0000 0.6129 -0.2204 -45.0589 257.4976 -0.6129 0.2204 0.0000 0.0000 1.3050 -1.2640 -95.9409 88.1883 -1.3050 1.2640 0.0000 0.0000 -0.4900 1.0861 36.0232 219.3682 0.4900 -1.0861 0.0000 0.0000 0.6684 0.1087 0.0000 0.0000 -0.6684 -0.1087 -49.1394 -87.4051 -1.2451 -0.0179 0.0000 0.0000 1.2451 0.0179 91.5393 -215.0455 -0.2481 -0.1485 17.4023 344.4408 0.2481 0.1485 0.0000 0.0000 0.8545 0.0908 -59.9456 -137.0249 -0.8545 -0.0908 0.0000 0.0000 -1.7282 -0.1418 0.0000 0.0000 1.7282 0.1418 121.2422 -608.6566 0.8918 0.1240 0.0000 0.0000 -0.8918 -0.1240 -62.5615 358.5869 -0.9605 2.4327 0.0000 0.0000 0.9605 -2.4327 67.3815 -64.6093 0.3103 -2.2516 0.0000 0.0000 -0.3103 2.2516 -21.7653 -136.8127 -0.7251 -0.1286 50.8710 335.6052 0.7251 0.1286 0.0000 0.0000 1.1931 0.1285 -83.7013 -85.2312 -1.1931 -0.1285 0.0000 0.0000 1.3887 1.2923 -97.4236 244.6848 -1.3887 -1.2923 0.0000 0.0000 -0.5316 -1.2787 37.2909 -5.4977 0.5316 1.2787 0.0000 0.0000 0.6012 0.4272 0.0000 0.0000 -0.6012 -0.4272 -42.1734 -250.0352 -1.0442 -0.5082 0.0000 0.0000 1.0442 0.5082 73.2564 4.5494 -65.9778 -79.4600 2667.4923 2451.3801 65.9778 79.4600 2619.7710 1401.2327 55.4429 78.2461 -2256.2189 -2460.1260 -55.4429 -78.2461 -2186.8107 -1474.6649 78.8157 -533.2936 -1904.6174 -1426.7467 -78.8157 533.2936 -4411.4385 829.5609 -63.2283 514.4927 1428.4092 1857.0737 63.2283 -514.4927 3638.5137 528.2706 -35.3517 63.1793 -363.2086 -2629.1211 35.3517 -63.1793 3196.1846 525.6618 29.0781 -46.0198 426.7878 2387.3309 -29.0781 46.0198 -2757.0184 -1087.3044 0.9691 -0.6572 -67.9889 -13.4392 -0.9691 0.6572 0.0000 0.0000 -0.2884 0.6105 20.2332 271.8819 0.2884 -0.6105 0.0000 0.0000 0.8385 0.2432 0.0000 0.0000 -0.8385 -0.2432 -58.8266 -282.5997 -1.3220 -0.2589 0.0000 0.0000 1.3220 0.2589 92.7459 -24.0526 0.2847 -1.2410 0.0000 0.0000 -0.2847 1.2410 -19.9707 -286.6663 -0.9216 1.0963 0.0000 0.0000 0.9216 -1.0963 64.6556 21.8005 1.8003 0.1136 -126.2959 575.5280 -1.8003 -0.1136 0.0000 0.0000 -0.9219 -0.1619 64.6741 -269.2010 0.9219 0.1619 0.0000 0.0000 -0.5813 -1.0696 40.7780 495.2701 0.5813 1.0696 0.0000 0.0000 1.0385 1.2905 -72.8539 -187.3910 -1.0385 -1.2905 0.0000 0.0000 -1.5955 -1.2833 0.0000 0.0000 1.5955 1.2833 111.9300 -489.4220 0.6966 1.2472 0.0000 0.0000 -0.6966 -1.2472 -48.8671 188.2946 196.2230 1477.7571 -1404.7151 -1130.5564 -196.2230 -1477.7571 -366.3161 -1728.6851 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services - Durham -Dayton Site, Durham, CA 148 ft tall Rohn SSVH Tnwar Wednesday, February 07, 2001 Page 11 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 181 DL plus 75MPH -Z 184.6691 -120.8710 -241.4291 -1323.7142 1620.3912 -694.5239 (Mount -184.6691 125.2254 241.4291 1323.7142 558.6530 -416.0603 182 DL plus 75MPH +Z 15796.0375 -60.0175 51.7442 64.1820 -3198.7366 -526.2698 (Leg 80 -15778.9556 61.0172 -51.7442 -64.1820 2162.0821 -686.1480 182 DL plus 75MPH -Z -11272.1454 71.3184 -58.2214 -46.7757 2759.2046 1088.0239 (Leg 80 11289.2274 -70.3187 58.2214 46.7757 -1592.7852 330.7703 183 DL plus 75MPH +Z 314.6150 -13.2596 -234.2342 1404.7151 714.4963 1717.9694 (Mount -299.4333 13.2596 234.2342 -1404.7151 3970.1858 -1983.1612 183 DL plus 75MPH -Z 120.8710 39.2134 301.4183 -1620.3912 -1493.6321 -60.3823 (Mount -105.6893 -39.2134 -301.4183 1620.3912 -4534.7311 844.6507 184 DL plus 75MPH +Z -3360.3749 3.0418 0.4397 1.4956 0.0000 0.0000 (Diag 8 3370.6072 10.6640 -0.4397 -1.4956 -29.3994 -254.8245 184 DL plus 75MPH -Z 3283.5179 7.2263 0.2025 -1.3441 0.0000 0.0000 (Diag 8 -3273.2856 6.4796 -0.202'5 1.3441 -13.5382 24.9644 185 DL plus 75MPH +Z -1020.9769 8.7169 -0.0985 0.1280 6.5874 124.6322 (Diag 8 1010.7448 4.9890 0.0985 -0.1280 0.0000 0.0000 185 DL plus 75MPH -Z 1177.2579 8.0794 -0.4038 -0.0509 27.0003 82.0043 (Diag 8 -1187.4900 5.6265 0.4038 0.0509 0.0000 0.0000 186 DL plus 75MPH +Z 2303.4259 6.8290 -0.1957 1.6774 13.0870 -1.6007 (Diag 8 -2313.6583 6.8769 0.1957 -1.6774 0.0000 0.0000 186 DL plus 75MPH -Z -2352.9878 10.2638 -0.4139 -1.7888 27.6751 228.0647 (Diag 8 2342.7554 3.4420 0.4139 1.7888 0.0000 0.0000 187 DL plus 75MPH +Z 3401.5062 17.4107 0.0703 -1.2474 0.0000 0.0000 (Diag 8 -3391.2738 -3.7049 -0.0703 1.2474 -4.7036 705.9328 187 DL plus 75MPH -Z -3211.6233 -5.5258 0.6034 0.8817 0.0000 0.0000 (Diag 8 3221.8557 19.2316 -0.6034 -0.8817 -40.3488 -827.6844 188 DL plus 75MPH +Z 17151.7693 -56.9992 -106.2555 -85.4815 2959.0343 898.5367 (Leg 80 -17117.6053 58.9986 106.2555 85.4815 1298.4550 -3222.4619 188 DL plus 75MPH -Z -11775.4260 64.8326 80.5745 -116.4284 -2350.9250 -111.9489 (Leg 80 11809.5882 -62.8332 -80.5745 116.4284 -877.5669 2669.6313 189 DL plus 75MPH +Z 1097.5542 7.7901 -0.8499 3.0144 0.0000 0.0000 (Diag 8 -1087.3221 5.9158 0.8499 -3.0144 56.8299 62.6613 189 DL plus 75MPH -Z -921.8447 2.8092 1.3198 -2.6826 0.0000 0.0000 (Diag 8 932.0768 10.8967 -1.3198 2.6826 -88.2459 -270.3792 190 DL plus 75MPH +Z 1696.5088 -2.6935 -0.9929 -1.2911 66.3880 -638.3069 (Diag 8 -1706.7409 16.3993 0.9929 1.2911 0.0000 0.0000 190 DL plus 75MPH -Z -1531.6585 18.2866 < 0.2787 1.2004 -18.6364 764.4958 (Diag 8 1521.4264 -4.5807 -0.2787 -1.2004 0.0000 0.0000 191 DL plus 75MPH +Z 56.3712 17.3956 -8.6024 -15.2590 704.9606 -101.5248 (Mount -56.3712 33.6616 8.6024 15.2590 205.4307 -759.1853 191 DL plus 75MPH -Z -58.3978 21.7261 7.7723 288.6374 -594.1553 203.9885 (Mount 58.3978 29.3311 -7.7723 -288.6374 -228.3831 -606.4038 192 DL plus 75MPH +Z -0.4140 -17.3956 -57.0223 -102.6638 -704.9606 0.5141 (Mount 0.4140 36.3920 57.0223 102.6638 2950.2146 -1059.4575 192 DL plus 75MPH -Z -0.6987 -21.7261 58.9086 243.3422 594.1553 -256.3347 (Mount 0.6987 40.7225 -58.9086 -243.3422 -2913.6812 -973.1221 193 DL plus 75MPH +Z 15743.7080 -34.8786 101.3323 -175.1733 -1588.4221 204.0460 (Leg 80 -15726.6260 35.8783 -101.3323 175.1733 -441.6902 -912.8246 193 DL plus 75MPH -Z -11316.7516 38.5966 -108.8871 142.9557 2259.8957 -479.6372 (Leg 80 11333.8336 -37.5969 108.8871 -142.9557 -78.4285 1242.8747 194 DL plus 75MPH +Z 263.0413 35.9161 255.6355 -1545.4995 -4939.0345 1542.3419 (Mount -247.8597 -35.9161 -255.6355 1545.4995 -173.6715 -824.0197 194 DL plus 75MPH -Z 64.9669 -12.1522 -188.4309 1293.2899 3813.6535 -1541.9522 (Mount -49.7852 .12.1522 188.9309 -1293.2899 -45.0377 1298.9085 195 DL plus 75MPH +Z -28128.8116 -14.8488 24.6783 -80.7142 689.0740 1101.0805 (Leg 80 28060.4873 18.8475 -24.6783 80.7142 -2666.7147 -2451.2358 195 DL plus 75MPH -Z 32685.4723 23.3723 -20.5299 79.3216 -610.3462 -747.2414 (Leg 80 -32753.8002 -19.3735 20.5299 -79.3216 2255.5477 2459.9972 196 DL plus 75MPH +Z -158.9221 27.8597 203.4287 -562.4139 -1545.4995 626.7861 (Mount 158.9221 -22.3759 -203.4287 562.4139 -766.7902 -341.2823 196 DL plus 75MPH -Z 104.7396 -170.2148 -157.1098 610.4507 1293.2899 -1147.4065 (Mount -104.7396 175.6986 157.1098 -610.4507 492.5122 -818.5204 197 DL plus 75MPH +Z 2267.6668 7.6836 0.1341 -1.2585 0.0000 0.0000 (Diag 8 -2277.8991 6.0222 -0.1341 1.2585 -8.9697 55.5416 197 DL plus 75MPH -Z -2384.8224 1.7187 0.5057 1.1070 0.0000 0.0000 (Diag 8 2374.5901 11.9871 -0.5057 -1.1070 -33.8098 -343.2890 198 DL plus 75MPH +Z 3365.0621 3.1656 -0.3425 -0.1715 22.9017 -246.5454 (Diag 8 -3354.8298 10.5402 0.3425 0.1715 0.0000 0.0000 198 DL plus 75MPH -Z -3242.6823 14.3734 -0.4166 0.1143 27.8539 502.8467 (Diag 8 3252.9147 -0.6676 0.4166 -0.1143 0.0000 0.0000 199 DL plus 75MPH +Z -3400.4115 3.5497 -0.4606 -1.0738 0.0000 0.0000 (Diag 8 3390.1792 10.1561 0.4606 1.0738 30.7982 -220.8661 199 DL plus 75MPH -Z 3235.5767 5.7979 -0.2164 1.0796 0.0000 0.0000 (Diag 8 -3245.8090 7.9079 0.2164 -1.0796 14.4698 -70.5390 200 DL plus 75MPH +Z -1038.1498 -2.8579 0.3852 0.1370 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services• Durham -Dayton Site, Durham, CA 148• tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 12 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 8 1027.9177 16.5638 -0.3852 -0.1370 -25.7575 -649.3040 200 DL plus 75MPH -Z 1128.8877 11.3613 0.1911 -0.1824 0.0000 0.0000 (Diag 8 -1139.1198 2.3446 -0.1911 0.1824 -12.7771 301.4462 201 DL plus 75MPH +Z 17130.6583 100.9591 97.1734 647.1401 -692.2026 3563.7445 (Leg 80 -17096.4944 -98.9598 -97.1734 -647.1401 -3201.3801 441.4724 201 DL plus 75MPH -Z -11978.8677 -51.9925 -76.5354 -572.4339 239.3835 -1851.1114 (Lea 80 12013.0298 53.9918 76.5354 572.4339 2827.2705 -272.2004 202 DL plus 75MPH +Z 1660.2383 5.4690 1.4290 -1.7317 0.0000 0.0000 (Diag 8 -1670.4704 8.2368 -1.4290 1.7317 -95.5499 -92.5298 202 DL plus 75MPH -Z -1563.0301 4.2833 -0.6316 1.4099 0.0000 0.0000 (Diag 8 1552.7980 9.4225 0.6316 -1.4099 42.2284 -171.8134 203 DL plus 75MPH +Z 1074.5362 17.5216 0.5173 -0.1370 -34.5860 713.3476 (Diag 8 -1064.3041 -3.8158 -0.5173 0.1370 0.0000 0.0000 203 DL plus 75MPH -Z -964.5908 1.4527 -1.0571 0.1824 70.6848 -361.0768 (Diag 8 974.8229 12.2531 1.0571 -0.1824 0.0000 0.0000 204 DL plus 75MPH +Z 15726.6260 -35.8786 101.3331 -175.1733 441.6910 912.8242 (Leg 80 -15692.4621 37.8780 -101.3331 175.1733 -4501.9489 -2390.4798 104 DL plus 75MPH -Z -11333.8336 37.5971 -108.8877 142.9558 78.4274 -1242.8747 Lea 80 11367.9957 -35.5977 108.8877 -142.9558 4284.5312 2709.2757 0� DL plus 75MPH +Z -2098.3892 2.5857 -0.1518 0.0030 0.0000 0.0000 Diag 1 2103.6730 6.2250 0.1518 -0.0030 8.8526 -106.1461 '105 DL plus 75MPH -Z 2228.6287 4.6518 0.4971 0.0154 0.0000 0.0000 ;Diag 1 -2223.3448 4.1589 -0.4971 -0.0154 -28.9974 14.3771 206 DL plus 75MPH +Z -3095.0092---. 4.3252 0.4686 -0.5748 -27.3349 -4.6734 (Diag 1 3089.7253 4.4855 -0.4686 0.5748 0.0000 0.0000 206 DL plus 75MPH -Z 3007.0526 5.7921 -0.7352 0.4480 42.8871 80.8895 (Diag 1 -3012.3365 3.0186 0.7352 -0.4480 0.0000 0.0000 207 DL plus 75MPH +Z 2704.0900 4.7050 -0.5475 1.3561 31.9348 17.4786 (Diag 1 -2709.3739 4.1057 0.5475 -1.3561 0.0000 0.0000 207 DL plus 75MPH -Z -2619.7884 5.6562 0.1823 -1.2426 -10.6354 72.9662 (Diag 1 2614.5045 3.1545 -0.1823 1.2426 0.0000 0.0000 208 DL plus 75MPH +Z 804.3003 1.9559 0.8643 -0.1371 0.0000 0.0000 ;Dian 1 -799.0166 6.8548 -0.8643 0.1371 -50.4170 -142.8824 20f DL plus 75MPH -Z -888.2761 4.9416 -0.4180 0.1824 0.0000 0.0000 tDi.ag 1 893.5597 3.8692 0.4180 -0.1824 24.3841 31.2788 209 DL plus 75MPH +Z -1258.7042 1.8541 -0.4974 0.7928 29.0157 -148.8184 iDiag 1 1253.4205 6.9566 0.4974 -0.7928 0.0000 0.0000 209 DL plus 75MPH -Z 1168.6038 8.1967 0.7785 -0.7218 -45.4134 221.1577 (Diag 1 -1173.8875 0.6140 -0.7785 0.7218 0.0000 0.0000 210 DL plus 75MPH +Z -940.2123 5.8982 -0.7523 0.1371 43.8846 87.0809 ;Diag 1 934.9286 2.9125 0.7523 -0.1371 0.0000 0.0000 210 DL plus 75MPH -Z 847.1205 4.7822 0.3271 -0.1824 -19.0825 21.9784 Di.ag 1. -852.4042 4.0286 -0.3271 0.1824 0.0000 0.0000 211 DL plus 75MPH +Z -22231.8134 -46.6333 64.8492 -81.1927 -3207.1060 -1768.8516 (Leg 10 22193.5186 48.8745 -64.8492 81.1927 -690.5129 -1101.2922 211 DL plus 75MPH -Z 26478.0602 41.8637 -55.8273 79.7441 2743.8179 1701.2975 (Lea 10 -26516.3550 -39.6225 55.8273 -79.7441 611.5572 747.4743 212 DL plus 75MPH +Z 15206.9554 26.5855 -117.5348 644.3804 3200.9077 -440.9662 :Leg 10 -15168.6606 -24.3443 117.5348 -644.3804 3863.2610 1971.4775 212 DL plus 75MPH -Z -10365.5250 -28.6448 101.6573 -569.9531 -2826.8928 271.8479 ,Leg 10 10403.8216 30.8860 -101.6573 569.9531 -3282.9945 -2060.8318 213 DL plus 75MPH +Z 15600.4572 96.4453 -140.2392 -175.1726 4501.9510 2390.4760 (Leg 10 -15562.1624 -94.2041 140.2392 175.1726 3926.8144 3338.8028 213 DL plus 75MPH -Z -11443.7037 -1.08.5416 132.6848 142.9552 -4284.5336 -2709.2719 (Leg 10 11482.0002 110.7829 -132.6848 -142.9552 -3690.1927 -3881.73333 214 DL plus 75MPH +Z 2680.2798 4.5295 0.5255 1.2710 0.0000 0.0000 (Diag 1 -2685.5637 4.2813 -0.5255 -1.2710 -30.6515 7.2398 214 DL plus 75MPH -Z -2641.8026 2.3413 -0.1501 -1.1439 0.0000 0.0000 (Diag 1 2636.5187 6.4694 0.1501 1.1439 8.7566 -120.4003 215 DL plus 75MPH +Z 788.6970 2.8922 -0.7489 0.3511 43.6832 -88.2655 (Diag 1. -783.4134 5.9185 0.7489 -0.3511 0.0000 0.0000 215 DL plus 75MPH -Z -917.2973 7.6602 0.3062 -0.2377 -17.8638 189.8599 (Diag 1 922.5810 1.1506 -0.3062 0.2377 0.0000 0.0000 216 DL plus 75MPH +Z -2120.3423 5.8963 0.1998 -1.6333 -11.6531 86.9716 (Diag 1 2125.6262 2.9144 -0.1998 1.6333 0.0000 0.0000 216 DL plus 75MPH -Z 2204.7842 4.8784 -0.5559 1.4682 32.4282 27.5921 (Diag 1 -2199.5003 3.9324 0.5559 -1.4682 0.0000 0.0000 217 DL plus 75MPH +Z -3113.7928 8.6071 -0.6498 0.6388 0.0000 0.0000 (Diag 1 3108.5089 0.2037 0.6498 -0.6388 37.9053 245.0955 217 DL plus 75MPH -Z 2980.4541 -0.8932 0.9040 -0.5912 0.0000 0.0000 (Diag 1 -2985.7379 9.7040 -0.9040 0.5912 -52.7348 -309.0784 218 DL plus 75MPH +Z -951.8986 5.1846 0.7178 -0.5739 0.0000 0.0000 (Diag 1 946.6149 3.6262 -0.7178 0.5739 -41.8692 45.4525 218 DL plus 75MPH -Z 814.3380 1.9026 -0.2927 0.4494 0.0000 0.0000 (Diag 1 -819.6217 6.9081 0.2927 -0.4494 17.0762 -145.9909 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) 9 AT&T Wireless Serv* - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 13 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 219 DL plus 75MPH +Z -1270.1602 -0.6716 0.6038 0.8795 -35.2222 -296.1524 (Diag 1 1275.4439 9.4824 -0.6038 -0.8795 0.0000 0.0000 219 DL plus 75MPH -Z 1145.3738 10.5369 -0.8764 -0.7943 51.1249 357.6670 (Diag 1 -1140.0901 -1.7262 0.8764 0.7943 0.0000 0.0000 220 DL plus 75MPH +Z 0.0000 -0.0000 132.0833 0.0000 0.0000 -0.0000 (Mount 5.7894 0.0000 -132.0833 0.0000 -1585.0105 -0.0000 220 DL plus 75MPH -Z 0.0000 0.0000 -132.0833 0.0000 -0.0000 -0.0000 (Mount 5.7894 0.0000 132.0833 0.0000 1585.0105 -0.0000 221 DL plus 75MPH +Z 0.0000 -0.0000 132.0833 0.0000 0.0000 -0.0000 (Mount 5.7894 0.0000 -132.0833 0.0000 -1585.0105 0.0000 221 DL plus 75MPH -Z 0.0000 -0.0000 -132.0833 0.0000 -0.0000 0.0000 (Mount 5.7894 0.0000 132.0833 0.0000 1585.0105 0.0000 222 DL plus 15MPH +Z -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 (Mount 5.7914 -0.0000 -0.0000 0.0000 0.0000 0.0000 222 DL plus 75MPH -Z -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 (Mount 5.7914 0.0000 -0.0000 0.0000 0.0000 0.0000 223 DL plus 75MPH +Z -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 (Mount 5.7914 0.0000 -0.0000 0.0000 -0.0000 -0.0000 223 DL plus 75MPH -Z -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 (Mount 5.7914 0.0000 0.0000 0.0000 -0.0000 0.0000 224 DL plus 75MPH +Z 0.0000 0.0000 132.0833 0.0000 -0.0000 -0.0000 (Mount 5.7894 -0.0000 -132.0833 0.0000 -1585.0105 -0.0000 224 DL plus 75MPH -Z 0.0000 -0.0000 -132.0833 0.0000 0.0000 -0.0000 (Mount 5.7894 0.0000 132.0833 0.0000 1585.0105 -0.0000 225 DL plus 75MPH +Z 0.0000 0.0000 132.0833 0.0000 -0.0000 -0.0000 (Mount 5.7894 -0.0000 -132.0833 0.0000 -1585.0105 0.0000 225 DL plus 75MPH -Z 0.0000 0.0000 -132.•0833 0.0000 -0.0000 0.0000 (Mount 5.7894 -0.0000 132.0833 0.0000 1585.0105 0.0000 226 DL plus 75MPH +Z 0.0000 0.0000 132.0833 0.0000 0.0000 -0.0000 (Mount 5.7894 -0.0000 -132.0833 0.0000 -1585.0105 0.0000 226 DL plus 75MPH -Z 0.0000 -0.0000 -132.0833 0.0000 -0.0000 0.0000 (Mount 5.7894 0.0000 132.0833 0.0000 1585.0105 0.0000 227 DL plus 75MPH +Z -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 (Mount 5.7914 -0.0000 -0.0000 0.0000 -0.0000 0.0000 227 DL plus 75MPH -Z -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 (Mount 5.7914 -0.0000 0.0000 0.0000 0.0000 0.0000 228 DL plus 75MPH +Z 0.0000 -0.0000 132.0833 0.0000 0.0000 0.0000 (Mount 5.7894 0.0000 -132.0833 0.0000 -1585.0105 0.0000 228 DL plus 75MPH -Z 0.0000 0.0000 -132.0833 0.0000 -0.0000 0.0000 (Mount 5.7894 -0.0000 132.0833 0.0000 1585.0105 0.0000 229 DL plus 75MPH +Z -18579.2859- 44.5325 -157.7853 -80.4297 1533.2997 -447.5981 (Leg 10 18560.1380 -43.4119` 157.7853 80.4297 3208.3441 1769.0182 229 DL plus 75MPH -Z 22494.8821 1 -154.0221 135.5533 79.1161 -1328.6439 -2943.7567 (Leg 10 -22514.0295_-- 155.1427 -135.5533 -79.1161 -2744.8991 -1701.6360 230 DL plus 75MPH +Z -2540.4758 3.8611 -0.4032 -0.2949 0.0000 0.0000 (Diag 1 2545.7593 4.4141 0.4032 0.2949 22.4793 -15.4156 230 DL plus 75MPH -Z 2617.0051 2.0611 0.4338 0.0575 0.0000 0.0000 (Diag 1 -2611.7216 6.2141 -0.4338 -0.0575 -24.1853 -115.7562 231 DL plus 75MPH +Z -1043.0489 7.5171 -1.0929 0.2935 60.9277. 188.3943 (Diag 1 1037.7652 0.7581 1.0929 -0.2935 0.0000 0.0000 231 DL plus 75MPH -Z 1223.9166 3.4918 0.8712 -0.0941 -48.5665 -36.0003 (Diag 1 -1229.2003 4.7834 -0.8712 0.0941 0.0000 0.0000 232 DL plus 75MPH +Z 2309.6277 7.2373 0.8598 1.5442 -47.9327 172.7951 (Diag 1 -2314.9112 1.0379 -0.8598 -1.5442 0.0000 0.0000 232 DL plus 75MPH -Z -2254.6016 3.3429 -0.8620 -1.2594 48.0556 -44.3051 (Diag 1 2249.3181 4.9324 0.8620 1.2594 0.0000 0.0000 233 DL plus 75MPH +Z 2546.2809 -1.4913 -1.3325 0.5658 0.0000 0.0000 (Diag 1 -2540.9975 9.7665 1.3325 -0.5658 74.2796 -313.7894 233 DL plus 75MPH -Z -2313.0032 6.9791 1.2267 -0.6200 0.0000 0.0000 (Diag 1 2318.2866. 1.2961 -1.2267 0.6200 -68.3840 158.4035 234 DL plus 75MPH +Z 11869.0757-1 -29.9351 164.7780 642.0299 -3863.3504 -1971.6100 (Leg 10 -11849.9283 31.0557 -164.7780 -642.0299 -1088.4323 1055.1866 234 DL plus 75MPH -Z -7370.7925 148.3162 -137.4930 -567.8323 3282.9765 2061.1127 (Leg 10 7389.9399 -147.1956 137.4930 567.8323 848.8599 2379.1346 235 DL plus 75MPH +Z 792.5648 0.2966 1.5960 0.7198 0.0000 0.0000 (Diag 1 -787.2811 7.9787 -1.5960 -0.7198 -88.9691 -214.1239 235 DL plus 75MPH -Z -604.7780 5.2904 -1.3634 -0.8431 0.0000 0.0000 (Diag 1 610.0616 2.9848 1.3634 0.8431 76.0037 64.2656 236 DL plus 75MPH +Z 1759.0798 8.9982 0.3446 0.4896 -19.2079 270.9586 (Diag 1 -1764.3635 -0.7229 -0.3446 -0.4896 0.0000 0.0000 236 DL plus 75MPH -Z -1491.4664 2.1551 -0.3076 -0.3952 17.1480 -110.5182 (Diag 1 1486.1828 6.1201 0.3076 0.3952 0.0000 0.0000 237 DL plus 75MPH +Z 10941.1765 -106.0318 170.1471 -175.0697 -3924.9067 -3338.7320 (Leg 10 -10922.0291 107.1524 -170.1471 175.0697 -1188.2252 135.5083 237 DL plus 75MPH -Z -7374.6160 240.9779 -160.1739 142.8915 3688.4140 3881.7393 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T wireless Services* Durham -Dayton Site, Durham, CA 1480 tall Rohn SSVH Tower Wednesday, February 07, 2001 Pale 14 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Leg 10 7393.7634` -239.8572 160.1739 -142.8915 1125.0106 3343.1061 238 DL plus 75MPH +Z 187.785 -20.2608 -81.8255 106.1727 1963.7656 -181.5152 (Mount -187.7924 31.8396 81.8255 -106.1727 0.0467 -443.6900 238 DL plus 75MPH -Z -97.1250 138.5764 81.7650 -106.8389 -1962.4142 1654.6223 (Mount 97.1178 -126.9976 -81.7650 106.8389 0.0516 1532.2679 239 DL plus 75MPH +Z 184.4076 29.4539 84.6502 -69.5414 -0.8711 414.5492 (Mount -184.4107 -17.8751 -84.6502 69.5414 -2030.7344 93.3994 239 DL plus 75MPH -Z -94.1481 -124.5282 -84.3782 72.7616 0.8720 -1557.3088 (Mount 94.1450 136.1069 84.3782 -72.7616 2024.2062 -1570.3149 240 DL plus 75MPH +Z -20.3314 -10.9720 -24.5627 40.2762 680.0204 -341.2127 (Mount 20.3365 33.6658 24.5627 -40.2762 475.3839 -708.6439 240 DL plus 75MPH -Z 181.8334 -0.7280 24.5838 -42.4842 -681.7823 -255.4195 iMount -181.8283 23.4218 -24.5838 42.4842 -474.6128 -312.5708 241 DL plus 75MPH +Z 41.0156 35.1950 17.8365 79.7757 -173.5172 725.8908 tMount -41.0105 -12.5012 -17.8365 -79.7757 -665.4907 395.8974 241 DL plus 75MPH -Z 126.4797 22.1297 -18.1803 -67.3706 184.5994 298.6781 (Mount -126.4745 0.5640 18.1803 67.3706 670.5825 208.5352 242 DL plus 75MPH +Z -10.4146 33.8774 -24.5560 -100.5534 1846.0021 638.7332 (Mount 10.4198 -11.1835 24.5560 100.5534 -690.9135 421.0762 242 DL plus 75MPH -Z 171.6172 23.0299 24.5771 98.3470 -1846.3557 377.7596 (Mount -171.6120 -0.3361 -24.5771 -98.3470 690.2732 171.7982 243 DL plus 75MPH +Z 41.4459 -7.7289 17.8250 220.7844 803.6883 -361.6604 iMount -41.4407 30.4226 -17.8250 -220.7844 -1642.1584 -535.6406 243 DL plus 75MPH -Z 124.6303 -3.4974 -18.1685 -208.3709 -796.0079 -225.8981 (Mount -124.6252 26.1911 18.1685 208.3709 1650.6334 -472.3582 244 DL plus 75MPH +Z -97,2765 -100.2771 81.2968 -55.6259 0.5804 -1423.1244 (Mount 97.2733 111.8558 -81.2968 55.6259 -1951.7054 -1122.4712 244 DL plus 75MPH -Z 187.9744 5.1658 -81.3573 54.9594 -0.4836 333.8974 (Mount -187.9775 6.4129 81.3573 -54.9594 1953.0591 -348.8632 245 DL plus 75MPH +Z -98.4135 114.2391 -78.5596 92.4186 1886.3768 1182.7837 (Mount 98.4063 -102.6603 78.5596 -92.4186 -0.9444 1420.0106 245 DL plus 75MPH -Z 189.0092 4.1292 78.8314 -89.1995 -1892.8945 292.1542 (Mount -189.0163 7.4495 -78.8314 89.1995 0.9389 -331.9977 246 DL plus 75MPH +Z 41.9663 -72.2579 160.6355 -190.0811 0.9522 -602.0018 (Mount -41.9591 83.8366 -160.6355 190.0811 -3856.2075 -1271.1329 246 DL plus 75MPH -Z 48.3056 -23.1125 -161.0420 185.2021 -0.7439 -482.5881 (Mount -48.2984 34.6913 161.0420 -185.2021 3865.7559 -211.0577 247 DL plus 75MPH +Z 310.5333 20.6752 1.5024 -253.2336 1396.9997 236.2598 (Mount -310.5385 2.0185 -1.5024 253.2336 -1467.6693 202.5339 247 DL plus 75MPH -Z -141.9461 3.6.5602 -0.9570 235.9169 -1416.6979 786.2212 Mount 141.9410 -13.8665 0.9570 -235.9169 1461.7149 399.7846 4b DL plus 75MPH +Z 303.3949 5.8072 1.4956 28.6360 1352.3451 -116.4579 Mount -303.4001 16.8866 -1.4956 -28.6360 -1422.6986 -144.1241 z48 DL plus 75MPH -Z -136.0112 -16.9975 -0.9497 -45.9411 -1364.5956 -471.2568 (Mount 136.0060 39.6912 0.9497 45.9411 1409.2685 -862.0278 249 DL plus 75MPH +Z 43.8240 83.8289 -165.7600 134.0376 3977.3049 1249.2514 (Mount -43.8208 -72.2501 165.7600 -134.0376 0.9372 623.6980 249 DL plus 75MPH -Z 46.7779 34.5641 165.3530 -138.9198 -3967.7381 226.8525 (Mount -46.7748 -22.9854 -165.3530 138.9198 -0.7370 463.7415 250 DL plus 75MPH +Z -73.7453 -23.0234 -40.3620 -0.1125 1147.6774 129.8968 tMount 79.5346 23.0234 40.3620 0.1125 -663.3357 -406.1764 250 DL plus 75MPH -Z 85.2684 -22.2910 -38.2457 0.0145 -204.6082 -673.6089 (Mount -79.4790 22.2910 38.2457 -0.0145 663.5545 406.1178 251 DL plus 75MPH +Z -71.1937 18.8986 -38.8670 0.8524 1139.2681 -177.0498 (Mount 76.9830 -18.8986 38.8670 -0.8524 -672.8665 403.8314 251 DL plus 75MPH -Z 82.7135 25.9828 -39.4138 -0.8524 -199.9607 715.6409 (Mount -76.9241 -25.9828 39.4138 0.8524 672.9238 -403.8484 252 DL plus 75MPH +Z -13.2932 54.4638 208.8290 -2439.0741 -737.1580 503.5831 !Mount 19.0754 -54.4638 -208.8290 2439.0741 -1765.6713 149.1687 252 DL plus 75MPH -Z -162.0171 -90.0248 -270.0173 2436.9509 1129.6642 -727.5314 (Mount 167.7992 90.0248 270.0173 -2436.9509 2106.5105 -351.4211- 253 DL plus 75MPH +Z -17.3788 -13.8750 157.5979 2204.2522 -635.4457 -536.0757 (Mount 23.1712 13.8750 -157.5979 -2204.2522 -1256.7367 371.4870 253 DL plus 75MPH -Z -158.2400 52.9236 -224.2522 -2208.8098 1031.3867 756.9609 (Mount 164.0325 -52.9236 224.2522 2208.8098 1661.0730 -121.5396 254 DL plus 75MPH +Z -145.7046 -48.2282 128.1875 105.7410 -442.1702 201.7667 (Mount 151.4971 48.2282 -128.1875 -105.7410 -1096.8995 -780.8134 254 DL plus 75MPH -Z -29.5324 83.6621 -67.2191 -106.7405 47.1133 23.6619 (Mount 35.3248 -83.6621 67.2191 106.7405 759.9450 980.8183 255 DL plus 75MPH +Z -144.7132 13.6101 169.2582 -244.1108 -623.5102 -214.0040 (Mount 150.4954 -13.6101 -169.2582 244.1108 -1405.0609 377.1217 255 DL plus 75MPH -Z -30.1750 -51.7398 -104.1966 242.1583 214.9155 -12.1495 (Mount 35.9572 51.7398 104.1966 -242.1583 1033.8871 -607.9552 256 DL plus 75MPH +Z 58.4615 21.7534 38.2509 -0.5953 324.7359 663.3890 (Mount -52.6721 -21.7534 -38.2509 0.5953 -783.7444 -402.3498 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Servicers .- Durham -Dayton Site, Durham, CA 148 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 15 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 256 DL plus 75MPH -Z -46.9046 23.5305 40.3038 0.4984 -1268.3673 -119.3526 (Mount 52.6939 -23.5305 -40.3038 -0.4984 784.7238 401.7165 257 DL plus 75MPH +Z 60.9319 -18.8633 38.7195 0.8871 309.0358 -629.9680 (Mount -55.1425 18.8633 -38.7195 -0.8871 -773.6676 403.6098 257 DL plus 75MPH -Z -49.3560 -26.2358 39.9380 -0.8836 -1252.8922 88.7494 (Mount 55.1453 26.2358 -39.9380 0.8836 773.6384 -403.5776 258 DL plus 75MPH +Z 30.4424 42.0110 2.5311 -0.8345 1394.9288 602.0018 (Mount -24.6531 -42.0110 -2.5311 0.8345 -1425.3018 -97.8723 258 DL plus 75MPH -Z -18.7068 48.3199 -2.1246 0.6292 -1399.8080 482.5881 iMount 24.4962 -48.3199 2.1246 -0.6292 '1425.3028 97.2472 '59 DL plus 75MPH +Z -104.4154 268.5258 158.9007 2459.0321 -60.6237 1035.0626 rMount 110.1975 -268.5258 -158.9007 -2459.0321 -1843.8112 2183.2361 259 DL plus 75MPH -Z -71.2537 -190.2570 -159.9788 -2448.8889 47.4101 -575.3397 (Mount 77.0359 190.2570 159.9788 2448.8889 1869.9456 -1704.9025 260 DL plus 75MPH +Z -100.7960 -259.5936 167.4827 -2554.6487 104.1168 -1105.1057 (Mount 106.5885 259.5936 -167.4827 2554.6487 -2114.9800 -2011.6770 260 DL plus 75MPH -Z -74.2371 182.7829 -166.4045 2558.5174 -90.9463 635.1404 (Mount 80.0295 -182.7829 166.4045 -2558.5174 2088.8642 1559.4225 261 DL plus 75MPH +Z 30.4725 -43.8014 -2.5934 -0.9011 1450.9727 -623.6960 (Mount -24.6832 43.8014 2.5934 0.9011 -1419.8523 98.0842 261 DL plus 75MPH -Z -18.7915 -46.7686 2.1864 0.6996 -1446.0906 -463.7415 (Mount 24.5808 46.7686 -2.1864 -0.6996 1419.8537 -97.4788 262 DL plus 75MPH +Z 113.2482 -181.6034 481.9731 232.7122 -4886.4637 30.6612 !Mount -113.2482 193.1822 -481.9731 -232.7122 -6680.9911 -4528.1276 262 DL plus 75MPH -Z -113.3497 -192.1707 -481.1559 566.1301 4880.4868 -20.1516 (Mount 113.3497 203.7495 481.1559 -566.1301 6667.3541 -4730.9316 263 DL plus 75MPH. +Z 121.6386 -186.7451 -444.4799 -1364.7596 4512.4681 354.8220 (Mount -121.6386 198.3581 444.4799 1364.7596 6186.6292 -4989.7410 263 DL plus 75MPH -Z -121.7107 -187.8376 444.4448 412.8604 -4511.5691 -330.3320 (Mount 121.7107 199.4506 -444.4448 -412.8604 -6186.6854 -4330.8861 264 DL plus 75MPH +Z 494.8806 -7.7898 -5.1852 0.8960 58.3988 -330.0808 (Horiz -494.8806 19.4180 5.1852 -0.8960 177.3067 -288.3126 264 DL plus 75MPH -Z -485.4171 0.7640 5.6160 -0.0590 -68.9800 200.3861 (Horiz 485.4171 10.8641 -5.6160 0.0590 -186.3057 -429.9471 265 DL plus 75MPH +Z 696.5767 2.4028 -0.2588 0.8902 31.9668 165.1247 'Horiz -696.5767 9.2253 0.2588 -0.8902 -20.2033 -320.1908 255 DL plus 75MPH -Z -649.2117 25.3610 -0.1186 -1.5105 -22.9027 526.7969 ;Horiz 649.2117 -13.7328 0.1186 1.5105 28.2952 361.7482 266 DL plus 75MPH +Z 16.3663 -4.9655 -8.5723 10.8611 139.6413 81.9277 (Mount -4.7857 4.9655 8.5723 -10.8611 66.1266 -201.1198 266 DL plus 75MPH -Z -4.7296 5.1232 8.8450 -8.4589 -142.8948 -80.0473 (Mount 16.3103 -5.1232 -8.8450 8.4589 -69.4209 203.0245 267 DL plus 75MPH +Z 14.4386 0.2296 -0.3755 -138.2296 40.7339 -139.2391 (Mount -2.8579 -0.2296 0.3755 138.2296 -31.7202 144.7511 267 DL plus 75MPH -Z -2.8577 -0.9308 1.5914 125.4574 -55.3510 130.8084 (Mount 14.4383 0.9308 -1.5914 -125.4574 17.1519 -153.1515 268 DL plus 75MPH +Z 0.0000 0.3890 -0.0000 0.0000 0.0000 0.1971 (Horiz 0.0000 0.3890 0.0000 0.0000 -0.0000 -0.1971 268 DL plus 75MPH -Z 0.0000 0.3890 0.0000 0.0000 -0.0000 0.1971 (Horiz -0.0000 0.3890 -0.0000 0.0000 -0.0000 -0.1971 269 DL plus 75MPH +Z -312.2472 21.2128 2.3522 1.3752 -22.2376 908.0290 (Horiz 312.2472 -9.5847 -2.3522 -1.3752 -84.6844 -208.0471 269 DL plus 75MPH -Z 336.8999 -24.6572 -1.5808 -0.4881 6.6453 -931.6458 (Horiz -336.8999 36.2854 1.5808 0.4881 65.2116 -453.4906 270 DL plus 75MPH +Z 212.6657 -192.1635 84.3351 -717.6296 203.7356 -39.2892 (Mount -212.6657 203.7766 -84.3351 717.6296 -2233.7732 -4726.0638 270 DL plus 75MPH -Z -212.5554 -181.6003 -85.1518 -73.3510 -207.4712 24.7496 (Mount 212.5554 193.2133 85.1518 73.3510 2257.1676 -4535.8352 271 DL plus 75MPH +Z 206.9616 -186.9766 -120.1323 1375.3483 -380.9528 -361.7571 (Mount -206.9616 198.5553 120.1323 -1375.3483 3264.1329 -4264.6340 271 DL plus 75MPH -Z -206.8846 -185.8881 120.1669 -501.3513 387.0818 332.3616 (Mount 206.8846 197.4669 -120.1669 501.3513 -3271.0932 -4932'.6298 272 DL plus 75MPH +Z 228.9756 -8.2180 -4.8507 -0.5373 284.4467 69.2579 (Horiz -228.9756 19.8461 4.8507 0.5373 -63.9468 -707.1140 272 DL plus 75MPH -Z -180.8388 35.6754 5.2676 1.1435 -292.0815 611.0860 (Horiz 180.8388 -24.0473 -5.2676 -1.1435 52.6332 746.3228 273 DL plus 75MPH +Z 0.0000 0.3890 0.0000 0.0000 -0.0000 0.1971 (Horiz 0.0000 0.3890 -0.0000 0.0000 0.0000 -0.1971 273 DL plus 75MPH -Z 0.0000 0.3890 0.0000 0.0000 -0.0000 0.1971 (Horiz 0.0000 0.3890 -0.0000 0.0000 -0.0000 -0.1971 274 DL plus 75MPH +Z -101.5546 27.4156 -4.9369 -1.4607 129.1061 921.1174 (Horiz 101.5546 -15.7875 4.9369 1.4607 95.3126 60.8260 274 DL plus 75MPH -Z 91.4234 -29.9949 4.3250 0.5679 -111.8767 -920.2767 (Horiz -91.4234 41.6231 -4.3250 -0.5679 -84.7271 -707.4946 275 DL plus 75MPH +Z -329.9544 -190.5491 -365.7105 1578.0038 4828.6972 307.1266 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services. Durham -Dayton Site, Durham, CA 1480 tall Rohn SSVH Tower 0 Wednesday, February 07, 2001 Multiframe4D Version 7.5 Page 16 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Mount 275 329.9544 202.1279 365.7105 -1578.0038 3948.4154 -5019.2833 DL plus 75MPH -Z 329.9592 -183.6841 363.3735 -639.1450 -4822.3886 -254.8896 (Mount -329.9592 195.2629 -363.3735 639.1450 -3898.6356 -4292.5060 276 DL plus 75MPH +Z -324.5675 -183.1787 364.0700 -1228.2043 -5194.8528 -313.1228 (Mount 324.5675 194.7916 -364.0700 1228.2043 -3568.6396 -4235.9201 '76 DL plus 75MPH -Z 324.5555 -190.0355 -361.7330 340.6058 5188.6182 256.4036 ;Mount -324.5555 201.6484 361.7330 -340.6058 3518.6213 -4970.4961 DL plus 75MPH +Z -13.6188 -7.1418 0.0121 115.3881 281.7790 -86.2869 (Mount 25.1994 7.1418 -0.0121 -115.3881 -282.0685 -85.1433 277 DL plus 75MPH -Z 25.0738 5.9228 -0.0117 -97.1831 -281.7824 71.6831 (Mount -13.4932 -5.9228 0.0117 97.1831 282.0643 70.4877 278 DL plus 75MPH +Z -79.5346 -23.0234 -40.3620 -0.1125 663.3357 406.1764 .14oun! 85.3240 23.0234 40.3620 0.1125 -178.9940 -682.4560 1.78 DL plus 75MPH -Z 79.4790 -22.2910 -38.2457 0.0145 -663.5545 -406.1170 (Mount -73.6897 22.2910 38.2457 -0.0145 1122.5008 138.6268 279 DL plus 75MPH +Z -76.9830 18.8986 -38.8670 0.8524 672.8665 -403.8314 iMount 82.7723 -18.8986 38.8670 -0.8524 -206.4648 630.6130 279 DL plus 75MPH -Z 76.9241 25.9828 -39.4138 -0.8524 -672.9238 403.8484 Motin1." -71.1348 -25.9828 39.4138 0.8524 1145.8869 -92.0560 ?9C DL plus 75MPH +Z 162.5287 -88.4528 -265.1940 2447.3909 1951.8475 -292.0648 'Mount -156.7464 88.4528 265.1940 -2447.3909 1226.5992 -768.0741 180 DL plus 75MPH -Z 24.3707 52.3933 203.3499 -2443.5327 -1606.1278 85.7875 (Mount -18.5884 -52.3933 -203.3499 2443.5327 -831.0950 542.1648 281 DL plus 75MPH +Z 163.5746 105.2919 -287.5506 -2308.2244 2256.1658 623.2651 (Mount -157.7702 -105.2919 287.5506 2308.2244 1203.4050 643.5197 ^_51 DL plus 75MPH -Z 23.8044 -66.1613 220.9037 2302.7621 -1850.9202 -371.9255 (Mount -18.0000 66.1613 -220.9037 -2302.7621 -806.8099 -424.0727 26_' DL plus 75MPH +Z 40.6678 94.6884 -50.4558 -97.9990 493.0678 1170.5842 (Mount -34.8634 -94.6884 50.4558 97.9990 113.9751 -31.3723 282 DL plus 75MPH -Z 146.2742 -58.7559 112.0801 100.7303 -835.9214 -965.9626 (Mount -140.4698 58.7559 -112.0801 -100.7303 -512.5339 259.0605 26. DL plus 75MPH +Z 36.4825 -105.5568 -38.2596 136.8506 394.8548 -1378.0854 Mount -30.7002 105.5568 38.2596 -136.8506 63.7002 112.9486 .183 DL plus 75MPH -Z 149.9297 67.3451 103.3139 -144.9266 -765.8870 1146.4633 ;Mount -144.1474 -67.3451 -103.3139 144.9266 -472.3680 -339.3074 284 DL plus 75MPH +Z 52.6721 21.7534 38.2509 -0.5953 783.7444 402.3498 (Mount -46.8678 -21.7534 -38.2509 0.5953 -1243.9478 -140.6311 284 DL plus 75MPH -Z -52.6939 23.5305 40.3038 0.4984 -784.7238 -401.7165 (Mount. 58.4984 -23.5305 -40.3038 -0.4984 299.8213 684.8154 285 DL plus 75MPH +Z 55.1425 -18.8633 38.7195 0.8871 773.6676 -403.6098 (Mount -49.3532 18.8633 -38.7195 -0.8871 -1238.2995 177.2516 ?85 DL plus 75MPH -Z -55.1453 -26.2358 39.9380 -0.8836 -773.6384 403.5776 :Moue Z. 60.9347 26.2358 -39.9380 0.8836 294:3847 -718.4059 286 DL plus 75MPH +Z 24.6531 42.0110 2.5311 -0.8345 1425.3018 97.8723 (Mount -18.8638 -42.0110 -2.5311 0.8345 -1455.6748 406.2573 286 DL plus 75MPH -Z -24.4961 48.3199 -2.1246 0.6292 -1425.3028 -97.2472 Mount 30.2855 -48.3199 2.1246 -0.6292 1450.7974 677.0825 -8" DL plus 75MPH +Z 80.3495 -97.1884 -171.0508 -2369.6554 2150.9554 -605.2055 :Mount -74.5672 97.1884 171.0508 2369.6554 -100.8487 -559.6331 287 DL plus 75MPH -Z 106.6503 173.1202 169.9753 2373.4954 -2124.8426 1065.7301 (Mount -100.8680 -173.1202 -169.9753 -2373.4954 87.6268 1009.1785 288 DL plus 75MPH +Z 76.5882 106.1205 -155.2322 2640.1965 1808.1012 781.8653 (Mount -70.7838 -106.1205 155.2322 -2640.1965 59.5234 494.8885 288 DL plus 75MPH -Z 110.0080 -180.5943 156.3078 -2630.0989 -1834.1945 -1217.4862 (Mount -104.2036 180.5943 -156.3078 2630.0989 -46.3716 -955.2744 289 DL plus 75MPH +Z 24.6832 -43.8014 -2.5934 -0.9011 1419.8523 -98.0842 (Mount -18.8938 43.8014 2.5934 0.9011 -1388.7317 -427.5362 285 DL plus 75MPH -Z -24.5808 -46.7686 2.1864 0.6996 -1419.8537 97.4788 Mount 30.3702 46.7686 -2.1864 -0.6996 1393.6165 -658.7061 9C DL plus 75MPH +Z 94.9243 138.6345 -81.3412 -111.9840 1952.3698 1629.4116 Mount -94.9173 -127.0558 81.3412 111.9840 -0.1805 1558.8741 9:. DL plus 75MPH -Z -185.5860 -20.2089 81.4016 111.2005 -1953.7212 -154.1007 Mount 185.5930 31.7877 -81.4016 -111.2005 0.0820 -469.8586 291 DL plus 75MPH +Z 98.0351 -124.6894 78.5164 143.1471 0.6661 -1509.1622 (Mount -98.0200 136.2682 -78.5164 -143.1471 -1885.0631 -1622.3333 251 DL plus 75MPH -Z -188.3929 29.5906 -78.7884 -139.8400 -0.6704 426.3202 (Mount_ 188.4079 -18.0119 78.7884 139.8400 1891.5949 144.9111 292 DL plus 75MPH +Z -179.0722 4.5526 -25.2122 -60.9195 690.8393 -136.4433 (Mount 179.0612 18.1412 25.2122 60.9195 495.1191 -183.1545 292 DL plus 75MPH -Z 16.7558 -16.2080 25.0879 58.7951 .-690.2035 -459.4696 (Mount -16.7668 38.9019 -25.0879 -58.7951 -489.9079 -836.6870 293 DL plus 75MPH +Z -203.4658 21.5304 26.0795 185.4923 -422.8858 258.2550 (Mount 203.4547 1.1634 -26.0795 -185.4923 -803.8645 220.7641 293 DL plus 75MPH -Z 35.9209 35.7842 -25.6610 -173.1501 410.9022 765.9733 ;Mount -35.9320 -13.0905 25.6610 173.1501 796.1600 383.5317 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Servi* - Durham -Dayton Site, Durham, CA l ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 17 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 294 DL plus 75MPH +Z -188.9903 28.2557 -25.2190 80.0768 1866.3211 500.9960 (Mount 188.9792 -5.5619 25.2190 -80.0768 -680.0469 294.3763 294 DL plus 75MPH -Z 26.9556 28.6015 25.0946 -82.1994 -1862.2372 513.9064 imount -26.9667 -5.9077 -25.0946 82.1994 681.8133 297.7314 295 DL plus 75MPH +Z -203.8933 -4,0904 26.0909 44.3101 665.5658 -265.5630 Mount 203.8823 26.7842 -26.0909 -44.3101 -1892.8529 -460.5910 295 DL plus 75MPH -Z 37.7854 -7.1325 -25.6728 -31.9581 -670.6336 -321.9161 (Mount- -37.7964 29.8262 25.6728 31.9581 1878.2511 -547.3312 296 DL plus 75MPH +Z -185.3094 5.0633 81.8698 50.7944 -0.5953 369.2406 (Mount 185.3094 6.5154 -81.8698 -50.7944 -1964.2807 -386.6651 296 DL plus 75MPH -Z 94.6370 -100.3028 -81.8094 -51.5804 0.4984 -1458.9704 (Mount -94.6370 111.8815 81.8094 51.5804 1962.9271 -1087.2416 DL plus 75MPH +Z -184.2677 4.1268 -84.6070 -19.8517 2029.6943 348.9846 (Mount 184.2747 7.4519 84.6070 19.8517 0.8751 -388.8864 297 DL plus 75MPH -Z 93.6705 114.2460 84.3352 23.1558 -2023.1765 1126.0426 (Mount -93.6635 -102.6672 -84.3352 -23.1558 -0.8695 1476.9178 298 DL plus 75MPH +Z -41.9971 -22.9511 165.6977 129.3362 -0.7560 -406.2573 (Mount 41.9901 34.5299 -165.6977 -129.3362 -3975.9919 -283.5151 298 DL plus 75MPH -Z -48.2761 -72.1042 -165.2912 -134.2135 0.5477 -677.0826 (Mount 48.2691 83.6829 165.2912 134.2135 3966.4438 -1192.3647 299 DL plus 75MPH +Z 55.1928 40.0360 -5.3944 32.3117 1606.2420 843.1248 (Mount -55.1818 -17'.3423 5.3944 -32.3117 -1352.4936 506.3811 299 DL plus 75MPH -Z -221.4281 17.3218 4.8499 -49.6302 -1592.8422 183.2228 (Mount 221.4391 5.3719 -4.8499 49.6302 1364.7095 97.8331 300 DL plus 75MPH +Z 62.3085 -13.6462 -5.3877 -249.6323 1468.0194 -421.0267 tMoun1.. -62.2974 36.3399 5.3877 249.6323 -1214.5867 -754.6170 300 DL plus 75MPH -Z -227.3582 2.3395 4.8426 232.3293 -1462.0302 -168.5320 (Mount 227.3693 20.3543 -4.8426 -232.3293 1234.2411 -255.1659 301 DL plus 75MPH +Z -43.8460 34.4175 -160.5732 -196.2600 3854.4102 259.5405 (Mount 43.8310 -22.8388 160.5732 196.2600 -0.6469 427.5362 301 DL plus 75MPH -Z -46.8771 83.6776 160.9802 191.3749 -3863.9819 1210.6146 (Mount 46.8621 -72.0989 -160.9802 -191.3749 0.4517 658.7061 302 DL plus 75MPH +Z -19017.8157 -45.1234 -28.4731 151.6540 1474.8207 1187.7653 (Leg 10 18998.6683 , 46.2441 28.4731 -151.6540 -619.1637 -2560.6253 302 DL plus 75MPH -Z 22040.9734 i -60.3815 25.5622 -145.0447 -1280.5824 -1188.1317 (Leg 10 -22060.1208 61.5021 -25.5622 145.0447 512.4024 -643.2537 303 DL plus 75MPH +Z 1598.0179 5.4167 -0.4047 -0.8346 0.0000 0.0000 (Diag 1 -1603.3016 2.8586 0.4047 0.8346 22.5579 71.3021 303 DL plus 75MPH -Z -1578.2765 0.2014 0.4133 0.6161 0.0000 0.0000 (Diag 1 1572.9929 8.0738 -0.4133 -0.6161 -23.0407 -219.4288 304 DL plus 75MPH +Z 1886.9207 5.5210 1.2639 0.3939 -70.4553 77.1170 (Diag 1 -1881.6368 2.7543 -1.2639 -0.3939 0.0000 0.0000 304 DL plus 75MPH -Z -1706.6292 5.7311 -1.2197 -0.2464 67.9952 88.8320 (Diag 1 1711.9129 2.5441 1.2197 0.2464 0.0000 0.0000 305 DL plus 75MPH +Z -1871.0996 8.1076 0.8796 -0.4751 -49.0367 221.3111 (Diag 1 1876.3835 0.1677 -0.8796 0.4751 0.0000 0.0000 305 DL plus 75MPH -Z 1916.5933 2.8310 -0.8969 0.6694 49.9978 -72.8392 (Diag 1 -1911.3094 5.4442 0.8969 -0.6694 0.0000 0.0000 306 DL plus 75MPH +Z -503.7244 -1.7749 0.9473 0.1711 0.0000 0.0000 (Diag 1 498.4407 10.0501 -0.9473 -0.1711 -52.8097 -329.6002 306 DL plus 75MPH -Z 658.5283 7.0825 -0.8076 -0.3095 0.0000 0.0000 (Diag 1 -663.8120 1.1927 0.8076 0.3095 45.0214 164.1676 307 DL plus 75MPH +Z 11442.4620 10.8077 57.0842 -1706.7444 406.9503 1470.1864 (Leg 10 -11423.3146 l -9.6871 -57.0842 1706.7444 -2122.4093 -1162.2370 307 DL plus 75MPH -Z -7835.4147 103.0301 -52.1940 1704.5704 -299.4853 1730.5469 (Leg 10 7854.5621 -101.9095 52.1940 -1704.5704 1867.9881 1348.8132 308 DL plus 75MPH +Z 1485.8289 -0.3135 0.3685 -1.0754 0.0000 0.0000 (Diag 1 -1491.1125 8.5887 -0.3685 1.0754 -20.5413 -248.1329 308 DL plus 75MPH -Z -1293.4638 5.6055 -0.3746 0.9651 0.0000 0.0000 tDiag 1 1288.1802 2.6697 0.3746 -0.9651 20.8806 81.8292 309 DL plus 75MPH +Z 911.3885 9.2851 -0.9105 0.1226 50.7553 286.9561 ;Diag 1 -906.1049 -1.0099 0.9105 -0.1226 0.0000 0.0000 309 DL plus 75MPH -Z -729.7789 2.0326 0.7298 0.0103 -40.6855 -117.3494 (Diag 1 735.0625 6.2427 -0.7298 -0.0103 0.0000 0.0000 310 DL plus 75MPH +Z 10547.8697 -12.2284 -58.1895 132.2323 967.4406 1752.8912 (Leg 10 -10528.7223 13.3490 58.1895 -132.2323 781.2362 -2137.2095 310 DL plus 75MPH -Z -7863.9690 109.3823 51.7516 -97.9385 -912.6564 1353.6297 (Leg 10 7883.1164 -108.2617 -51.7516 97.9385 -642.5517 1916.6219 311 DL plus 75MPH +Z 5.7894 0.0000 -132.0833 0.0000 1585.0105 -0.0000 (Mount 0.0000 0.0000 132.0833 0.0000 -0.0000 0.0000 311 DL plus 75MPH -Z 5.7894 0.0000 132.0833 0.0000 -1585.0105 -0.0000 (Mount 0.0000 -0.0000 -132.0833 0.0000 -0.0000 0.0000 312 DL plus 75MPH +Z 5.7894 0.0000 -132.0833 0.0000 1585.0105 0.0000 (Mount 0.0000 0.0000 132.0833 0.0000 0.0000 0.0000 312 DL plus 75MPH -Z 5.7894 -0.0000 132.0833 0.0000 -1585.0105 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Service- Durham -Dayton Site, Wednesday, February 07, 2001 Multiframe4D Version 7.5 (Mount Durham, CA 0.0000 313 DL plus 75MPH +Z 5.8004 (Mount AT&T 392-Oi -132.0833 0.0000 0.0000 313 DL plus 75MPH -Z 5.8004 (Mount 0.0000 0.0000 -0.0000 0.0000 0.0000 314 DL plus 75MPH +Z 5.7854 (Mount -0.0000 -0.0000 -0.0000 0.0000 -0.0000 314 DL plus 75MPH -Z 5.7854 (Mount 0.0000 0.0000 -132.0833 0.0000 -0.0000 315 DL plus 75MPH +Z 5.8044 (Mount -1589.1168 -0.000C -132.0833 0.0000 -0.0000 315 DL plus 75MPH -Z 5.8044 Mount 0.0000 0.0000 132.0833 0.0000 -0.0000 316 DL plus 75MPH +Z 5.7894 iMount 1585.0105 -0.0000 132.0833 0.0000 0.0000 316 DL plus 75MPH -Z 5.7894 (Mount -0.0000 0.0000 0.0000 0.0000 0.0000 317 DL plus 75MPH +Z 5.7894 (Mount -0.0000 0.000v -0.0000 0.0000 0.0000 317 DL plus 75MPH -Z 5.7894 (Mount 0.0000 0.0000 132.0833 0.0000 0.0000 318 DL plus 75MPH +Z 5.7854 (Mount: 0.0000 0.0000 0.0584 -0.5986 -0.0000 3'6 DL plus 75MPH -Z 5.7854 'Mount -20.0018 -2.3581 0.2293 -0.1175 -0.0000 319 DL plus 75MPH +Z 5.7893 (Mount 25.1999 84.4955 0.4736 -0.1466 0.0000 319 DL plus 75MPH -Z 5.7893 (Mount. 0.0000 0.0000 0.0877 -0.6952 0.0000 320 DL plus 75MPH +Z -1689.0568 (Diag 1 0.0000 0.0000 -0.4211 -0.0954 1694.3404 320 DL plus 75MPH -Z 1587.8389 !Diag 1 1.8884 -163.4604 -0.6525 1.0956 -1582.5552 321 DL plus 75MPH +Z -1823.3608 (Diag 1 0.0000 0.0000 -0.8950 1.1033 1818.0771 321 DL plus 75MPH -Z 1570.4478 (Diag 1. 0.0000 0.0000 0.3702 -0.1050 -1575.7315 322 DL plus 75MPH +Z 1627.8072 :Diag 1 -1011.0490 -662.6524 -41.3603 -151.1445 -1633.0908 322 DL plus 75MPH -Z -1775.7266 lD.iag 1 1280.5682 1188.2210 -46.4138 -1708.5718 1770.4429 323 DL plus 75MPH +Z 219.8260 (Diag 1 -1867.9988 -1348.7789 -37.7810 -1706.4676 -214.5423 323 DL plus 75MPH -Z -461.0792 (Diag 1 37.0376 1767.7175 -4.2841 -97.9215 466.3629 324 DL plus 75MPH +Z -1313.8447 (Diag 1 0.0000 0.0000 -0.3606 -0.3546 1319.1284 324 DL plus 75MPH -Z 1039.2401 (Diag 1 0.8387 -117.2690 -0.4459 0.2377 -1033.9564 325 DL plus 75MPH +Z -686.6830 (Diag 1 -2.1611 181.2912 -0.0406 0.2668 681.3993 325 DL plus 75MPH -Z 453.5822 (Diag 1 0.0000 0.0000 -458.8659 326 DL plus 75MPH +Z -15245.4487 ,Leg 10 15207.1539 326 DL plus 75MPH -Z 18406.0138 (Leg 10 -18444.3086 327 DL plus 75MPH +Z 10988.7737 (Leg 10 -10950.4771 327 DL plus 75MPH -Z -7145.9659 (Leg 10 7184.2616 328 DL plus 75MPH +Z 10960.1413 (Leg 10 -10921.8447 328 DL plus 75MPH -Z -7960.1223 (Leg 10 7998.4188 329 DL plus 75MPH +Z 1608.7280 (Diag 1 -1614.0117 329 DL plus 75MPH -Z -1794.5780 (Diag 1 1789.2943 330 DL plus 75MPH +Z 205.3859 (Diag 1 -200.1022 330 DL plus 75MPH -Z -483.9030 (Diag 1 489.1867 331 DL plus 75MPH +Z -1706.1063 (Diag 1 1711.3900 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 2.5514 5.1883 3.8256 3.9142 3.3987 4.3411' 5.4579 2.2819 3.7365 4.0032 5.3307 2.4090 5.8167 1.9231 0.7978 6.9419 6.0207 1.7190 0.6535 7.0863 1.6804 6.0594 7.1686 0.5712 -,29. 6711 31.9123 29.6985 -27. 4573 34.8455 -32.6043 -43.0641 45.3053 66.0911 -63.8499 -53.0760 55.3172 4.2542 3.4856 1.6659 6.0738 2.0982 5.6416 7.2770 0.4627 5.0398 2.7000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Durham, CA 148 "ft tall Rohn SSVH Tower Page 18 of 32 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-Oi -132.0833 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -132.0833 0.0000 1589.1168 -0.0000 132.0833 0.0000 0.0000 0.0000 132.0833 0.0000 -1589.1168 -0.000C -132.0833 0.0000 0.0000 -0.0000 -132.0833 0.0000 1585.0105 0.0000 132.0833 0.0000 0.0000 0.0000 132.0833 0.0000 -1585.0105 0.0000 -132.0833 0.0000 0.0000 -0.0000 -132.0833 0.0000 1585.0105 -0.0000 132.0833 0.0000 -0.0000 -0.0000 132.0833 0.0000 -1585.0105 -0.0000 -132.0833 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.000C 0.0000 0.0000 -0.0000 0.000v -0.0000 0.0000 -0.0000 0.000:) -132.0833 0.0000 1584.9907 -0.0000 132.0833 0.0000 0.0000 0.0000 132.0833 0.0000 -1584.9907 0.0000 -132.0833 0.0000 -0.0000 0.0000 -0.0584 0.5986 0.0000 0.0000 0.0584 -0.5986 3.1073 -70.1531 0.3759 -0.5709 0.0000 0.0000 -0.3759 0.5709 -20.0018 -2.3581 0.2293 -0.1175 -12.2021 -25.0717 -0.2293 0.1175 0.0000 0.000C -0.4736 0.1466 25.1999 84.4955 0.4736 -0.1466 0.0000 0.0000 -0.4157 0.6565 22.1178 -7.0953 0.4157 -0.6565 0.0000 0.0000 0.0877 -0.6952 -4.6688 17.7318 -0.0877 0.6952 0.0000 0.0000 0.4211 0.0954 0.0000 0.0000 -0.4211 -0.0954 -22.4040 103.5866 -0.0355 -0.1677 0.0000 0.0000 0.0355 0.1677 1.8884 -163.4604 -0.6525 1.0956 0.0000 0.0000 0.6525 -1.0956 34.7196 114.4443 0.8950 -1.1033 0.0000 0.0000 -0.8950 1.1033 -47.6195 -171.1421 -0.7505 0.0999 39.9312 -116.5007 0.7505 -0.0999 0.0000 0.0000 0.3702 -0.1050 -19.6978 175.5215 -0.3702 0.1050 0.0000 0.0000 41.3603 151.1445 -1011.0490 -662.6524 -41.3603 -151.1445 -1474.8206 -1188.0142 -35.5464 -144.6048 855.8666 529.3885 35.5464 144.6048 1280.5682 1188.2210 -46.4138 -1708.5718 2122.4512 1162.3226 46.4138 1708.5718 667.1449 864.6380 37.7810 1706.4676 -1867.9988 -1348.7789 -37.7810 -1706.4676 -402.7424 -1306.8439 12.3762 132.2595 -780.8811 2137.1899 -12.3762 -132.2595 37.0376 1767.7175 -4.2841 -97.9215 642.1390 -1916.457' 4.2841 97.9215 -384.6543 -1340.9089 0.3606 0.3546 0.0000 0.0000 -0.3606 -0.3546 -19.1876 20.4477 -0.0158 -0.2933 0.0000 0.0000 0.0158 0.2933 0.8387 -117.2690 -0.4459 0.2377 23.7264 -94.2697 0.4459 -0.2377 0.0000 0.0000 0.0406 -0.2668 -2.1611 181.2912 -0.0406 0.2668 0.0000 0.0000 0.0997 -2.6911 -5.3070 62.2492 -0.0997 2.6911 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless 0 Servo - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 19 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-0! 331 DL plus 75MPH -Z 1567.0072 4.5574 -0.4322 2.7072 22.9990 36.5835 (Diag 1 -1561.7235 3.1823 0.4322 -2.7072 0.0000 0.0000 332 DL plus 75MPH +Z -1835.7467 4.0604 -0.2443 0.2523 0.0000 0.0000 (Diag 1 1830.4630 3.6793 0.2443 -0.2523 12.9982 10.1387 332 DL plus 75MPH -Z 1545.5508 2.0530 0.5012 -0.0414 0.0000 0.0000 (Diag 1 -1550.8345 5.6867 -0.5012 0.0414 -26.6661 -96.6728 333 DL plus 75MPH +Z -699.6599 4.2022 0.8669 -2.3913 0.0000 0.0000 (Diag 1 694.3762 3.5375 -0.8669 2.3913 -46.1253 17.6849 333 DL plus 75MPH -Z 429.3611 1.8777 -0.4592 2.2900 0.0000 0.0000 (Diag i -434.6448 5.8620 0.4592 -2.2900 24.4311 -106.0018 ?34 DL plus 75MPH +Z -1326.8370 3.5774 0.5922 0.2404 -31.5112 -15.5644 Diag 1 1332.1207 4.1624 -0.5922 -0.2404 0.0000 0.0000 334 DL plus 75MPH -Z 1014.9659 5.7754 -0.8520 -0.1319 45.3320 101.3925 (Diag 1 -1009.6822 1.9643 0.8520 0.1319 0.0000 0.0000 335 DL plus 75MPH +Z -13240.1015 25.3562 -24.1378 152.0956 -404.8815 -37.9249 (Leg 10 13224.1067 -24.4202 24.1378 -152.0956 1010.8040 662.6832 335 DL plus 75MPH -Z 15700.8186 -21.4597 20.4797 -145.4806 341.5650 -21.0407 (Leg 10 -15716.8117 22.3958 -20.4797 145.4806 -855.6599 -529.4024 336 DL plus 75MPH +Z 8057.9282 39.0508 9.6745 -1716.0629 -665.7573 -864.5201 (Leg 10 -8041.9334 -38.1147 -9.6745 1716.0629 422.9009 1833.0469 336 DL plus 75MPH -Z -5002.9048 63.3284 6.6290 1713.9024 401.3046 1306.8856 (Leg 10 5018.8996 -62.3923 -6.6290 -1713.9024 -567.7097 271.0736 337 DL plus 75MPH +Z 7218.4686 -45.0027 -9.5484 132.9174 -37.1045 -1767.5661 ;Leo 10 -7202.4738 45.9388 9.5484 -132.9174 276.7937 626.1326 '37 DL plus 75MPH -Z -5105.1099 24.8988 -18.0460 -98.4587 385.0045 1340.7020 (Leg 10 5121.1047 -23.9627 18.0460 98.4587 67.9972 -727.4261 338 DL plus 75MPH +Z -1567.2846 1.4318 -0.1983 -0.5332 0.0000 0.0000 (Diag 1 1572.5683 5.7724 0.1983 0.5332 10.0610 -110.0929 338 DL plus 75MPH -Z 1786.9464 4.0742 0.5256 0.4588 0.0000 0.0000 (Diag 1 -1781.6627 3.1300 -0.5256 -0.4588 -26.6609 23.9477 339 DL plus 75MPH +Z -194.3857 6.5565 -0.5098 -0.4840 25.8584 149.8660 (Diag 1 189.1020 0.6478 0.5098 0.4840 0.0000 0.0000 339 DL plus 75MPH -Z 492.2864 2.4567 0.1577 0.4657 -7.9987 -58.1058 (Diag 1 -497.5701 4.7476 -0.1577 -0.4657 0:0000 0.0000 340 DL plus 75MPH +Z 1642.7121 4.3914" -0.5665 4.1483 28.7390 40.0385 (Diag 1 -1647.9957 2.8128 0.5665 -4.1483 0.0000 0.0000 340 DL plus 75MPH -Z -1366.2147 4.4917 0.2503 -3.9979 -12.6973 45.1255 D ao 1 1360.9310 2.7126 -0.2503 3.9979 0.0000 0.0000 1-41 DL plus 75MPH +Z 1651.9650 1.9614 -0.0862 -0.5184 0.0000 0.0000 (Diag 1 -1646.6814 5.2428 0.0862 0.5184 4.3728 -83.2270 341 DL plus 75MPH -Z -1303.9935 3.4059 0.3836 0.5687 0.0000 0.0000 (Diag 1 1309.2772 3.7983 -0.3836 -0.5687 -19.4596 -9.9523 342 DL plus 75MPH +Z 861.2284 2.3702 0.0994 3.5147 0.0000 0.0000 (Diag 1 -855.9447 4.8341 -0.0994 -3.5147 -5.0421 -62.4931 342 DL plus 75MPH -Z -506.1409 3.0423 0.2604 -3.6463 0.0000 0.0000 !Diag 1 511.4246 4.1620 -0.2604 3.6463 -13.2095 -28.3992 343 DL plus 75MPH +Z 1509.9127 4.8803 -0.2394 -0.1157 12.1426 64.8350 (Diag 1 -1515.1964 2.3240 0.2394 0.1157 0.0000 0.0000 343 DL plus 75MPH -Z -1228.9883 4.1633 -0.0567 0.1379 2.8768 28.4647 (D..ag 1 1223.7047 3.0410 0.0567 -0.1379 0.0000 0.0000 344 DL plus 75MPH +Z 39.7223 400.8998 9.3154 138.7546 -1293.9649 2119.4558 ,Mount -39.5278 -396.4026 -9.3154 -138.7546 1207.0482 1600.1426 344 DL plus 75MPH -Z 44.8713 30.0863 -26.0705 -91.8252 1345.6893 215.2856 (Mount -44.6769 -25.5890 26.0705 91.8252 -1102.4399 44.4522 345 DL plus 75MPH +Z -13262.4032 26.6560 -24.1378 152.0957 439.9435 872.1961 (Leg 10 13240.1015 -25.3509 24.1378 -152.0957 404.8815 37.9249 345 DL plus 75MPH -Z 15678.5169 -20.1482 20.4797 -145.4807 -375.2266 -749.0670 (Leg 10 -15700.8186 21.4533 -20.4797 145.4807 -341.5650 21.0407 346 DL plus 75MPH +Z 7641.6856 -7.7161 18.9897 -420.1335 -541.9185 286.4086 `.Leg 10 -7619.3838 9.0213 -18.9897 420.1335 -122.7202 -579.3125 346 DL plus 75MPH -Z -5048.2986 17.0695 719.4413 366.9700 639.0133 -55.7875 {Leg 10 5070.5995 -15.7643 19.4413 -366.9700 41.4339 630.3789 347 DL plus 75MPH +Z 7202.4733 -45.9452 -9.5507 132.9169 -276.7908 -626.1340 (Leg 10 -7180.1725 47.2504 9.5507 -132.9169 611.0652 -1004.7912 347 DL plus 75MPH -Z -5121.1047 23.9674 -18.0444 -98.4586 -68.0007 727.4258 (Leg 10 5143.4056 -22.6623 18.0444 98.4586 699.5556 88.5954 348 DL plus 75MPH +Z 397.7402 24.0267 3.1154 -1199.9267 -634.8589 1481.1499 (Mount -371.5236 -24.0267 -3.1154 1199.9267 527.2626 -651.3360 348 DL plus 75MPH -Z 27.4952 24.6625 44.3425 1097.4436 -142.9217 -31.1871 (Mount -1.2787 -24.6625 -44.3425 -1097.4436 -1388.5427 882.9597 349 DL plus 75MPH +Z 1623.1087 3.2839 0.5271 0.4986 0.0000 0.0000 (Diag 1 -1628.3924 3.9203 -0.5271 -0.4986 -26.7376 -16.1404 349 DL plus 75MPH -Z -1381.7795 1.9958 -0.2012 -0.4859 0.0000 0.0000 (Diag 1 1376.4958 5.2084 0.2012 0.4859 10.2057 -81.4821 350 DL plus 75MPH +Z 1630.7316 4.3455 0.1511 0.7089 -7.6641 37.7078 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services Durham -Dayton Site, Durham, CA 1481Ptall Rohn SSVH Tower 0 R Wednesday, February 07, 2001 Page 20 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 39241 (Diag 1 -1625.4479 2.8588 -0.1511 -0.7089 0.0000 0.0000 350 DL plus 75MPH -Z -1318.1348 4.8514 -0.4614 -0.6800 23.4053 63.3700 (Diag 1 1323.4184 2.3529 0.4614 0.6800 0.0000 0.0000 351 DL plus 75MPH +Z -1584.8205 5.4043 0.1880 -4.1332 -9.5368 91.4197 (Diag 1 1590.1041 1.7999 -0.1880 4.1332 0.0000 0.0000 351 DL plus 75MPH -Z 1769.3443 3.7452 -0.5276 4.0743 26.7628 7.2567 ;Diag 1 -1764.0606 3.4591 0.5276 -4.0743 0.0000 0.0000 352 DL plus 75MPH +Z -213.5815 1.4446 0.5225 0.3945 0.0000 0.0000 (Diag 1 208.2978 5.7596 -0.5225 -0.3945 -26.5061 -109.4440 352 DL plus 75MPH -Z 476.0681 3.7969 -0.1605 -0.8672 0.0000 0.0000 (Diag 1 -481.3517 3.4073 0.1605 0.8672 8.1403 9.8815 353 DL plus 75MPH +Z 1490.8556 1.9020 0.2191 -4.2534 0.0000 0.0000 (Diag 1 -1496.1392 5.3023 -0.2191 4.2534 -11.1121 -86.2430 353 DL plus 75MPH -Z -1245.3037 3.2824 0.0796 4.3024 0.0000 0.0000 (Diag 1 1240.0200 3.9218 -0.0796 -4.3024 -4.0404 -16.2183 354 DL plus 75MPH +Z 842.0942 5.2486 -0.1773 0.3903 8.9948 83.5223 (Diag 1 -836.8105 1.9556 0.1773 -0.3903 0.0000 0.0000 354 DL plus 75MPH -Z -522.4482 3.9243 -0.1905 -0.5815 9.6645 16.3444 fDiac 1 527.7318 3.2799 0.1905 0.5815 0.0000 0.0000 355 DL plus 75MPH +Z -355.8745 5.3310 -22.6870 0.2837 507.9450 28.5566 :yc1:'= 355.8745 8.5386 22.6870 -0.2837 1278.6595 -154.8571 355 DL plus 75MPH -Z 246.4436 7.9608 22.5019 -0.2951 -505.3245 137.2327 (Horiz -246.4436 5.9089 -22.5019 0.2951 -1266.6985 -56.4388 356 DL plus 75MPH +Z -525.5185 8.1462 7.1761 -0.0043 -288.1811 155.925E (Horiz 525.5185 5.7235 -7.1761 0.0043 -276.9387 -60.5323 356 DL plus 75MPH -Z 396.3269 5.7958 -6.5520 -0.4274 258.0986 30.9199 (Horiz -396.3269 8.0738 6.5520 0.4274 257.8719 -120.6159 357 DL plus 75MPH +Z -556.0837 6.6448 -22.3035 -0.0614 1269.1810 70.8022 (Horiz 556.0837 7.2248 22.3035 0.0614 487.2241 -93.6408 357 DL plus 75MPH -Z 384.3008 9.6372 22.5454 -0.1048 -1268.5253 184.5590 (Horiz -384.3008 4.2324 -22.5454 0.1048 -506.9247 28.2519 :58 DL plus 75MPH +Z -268.3656 132.5272 416.7690 504.9455 -1199.9267 827.7050 Mount 268.3656 -127.0435 -416.7690 -504.9455 -3537.3211 647.5134 366 DL plus 75MPH -Z 202.4706 -237.7177 -400.0139 -387.0417 1097.4436 -1458.9371 (Mount -202.4706 243.2015 400.0139 387.0417 3449.3556 -1274.2713 359 DL plus 75MPH +Z 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 (Mount -0.0000 38.3864 -0.0000 0.0000 0.0000 -1527.1303 359 DL plus 75MPH -Z 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 (Mount -0.0000 38.3864 -0.0000 0.0000 -0.0000 -1527.1303 360 DL plus 75MPH +Z 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 (Mount -0.0000 18.9964 0.0000 0.0000 0.0000 -373.9910 360 DL plus 75MPH -Z -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.000C (Mount 0.0000 18.9964 -0.0000 0.0000 -0.0000 -373.9910 361 DL plus 75MPH +Z -1518.3208 4.9356 0.0046 -0.2132 -0.2135 67.7041 (Diag 1 1514.0938 1.9992 -0.0046 0.2132 0.0000 0.0000 361 DL plus 75MPH -Z 1501.7163 3.6600 -0.0147 0.2013 0.6800 8.8821 iDiag 1 -1505.9434 3.2748 0.0147 -0.2013 0.0000 0.0000 362 DL plus 75MPH +Z -1264.2659"1 2.0838 -0.2505 -0.5206 0.0000 0.0000 (D;ao = 1268.4925 4.8510 0.2505 0.5206 11.5506 -63.8022 362 DL plus 75MPH -Z 1233.4787 3.2087 0.2917 0.5342 0.0000 0.0000 (Diag i -1229.2517 3.7261 -0.2917 -0.5342 -13.4519 -11.9297 363 DL plus 75MPH +Z 1333.1302 3.5533 0.0181 4.3500 0.0000 0.0000 (Diag 1 -1328.9032 3.3815 -0.0181 -4.3500 -0.8328 3.9616 363 DL plus 75MPH -Z -1331.2234 1.7112 -0.0276 -4.3269 0.0000 0.0000 (Diag 1 1335.4504mt�- 5.2236 0.0276 4.3269 1.2721 -80.984E 364 DL plus 75MPH +Z 973.3145 i 3.3103 -0.2552 -0.7289 11.7672 -7.2462 (Diag 1 -977.5415 3.6245 0.2552 0.7289 0.0000 0.0000 364 DL plus 75MPH -Z -988.8914 5.3081 0.2866 -0.0069 -13.2145 84.8817 Diag 1 984.6644 1.6267 -0.2866 0.0069 0.0000 0.0000 365 DL plus 75MPH +Z -39.0359 3.0481 -0.1552 4.2508 0.0000 0.0000 (Diag 1 43.2629 3.8868 0.1552 -4.2508 7.1588 -19.3374 365 DL plus 75MPH -Z 80.8344 2.2905 0.1636 -4.1247 0.0000 0.0000 (Diag 1 -76.6074 4.6443 -0.1636 4.1247 -7.5437 -54.2700 366 DL plus 75MPH +Z 247.9652 3.9001 -0.1769 -0.7269 8.1592 19.9548 (Diag 1 -252.1921 : 3.0347 0.1769 0.7269 0.0000 0.0000 366 DL plus 75MPH -Z -269.0403 4.6627 0.1813 0.3205 -8.3603 55.1194 (Diag 1 264.8134 2.2721 -0.1813 -0.3205 0.0000 0.0000 367 DL plus 75MPH +Z -9942.6777 -21.4396 5.0406 -103.7776 -256.8900 -867.2056 (Leg 12 9965.8348 --JC-- 21.4396 -5.0406 103.7776 14.9411 -161.8935 367 DL plus 75MPH -Z 12553.0983 - 25.7319 -11.7770 123.0703 423.1925 951.9543 (Leg 12 -12529.9413 1 -25:7319 11.7770 -123.0703 142.1059 283.1764 368 DL plus 75MPH +Z 6927.7453 16.8742 -5.7205 567.7984 -46.1674 408.0574 (Leg 12 -6904.5882 -16.8742 5.7205 -567.7984 320.7515 401.9025 368 DL plus 75MPH -Z -4420.1542 ! -17.3608 3.9948 -540.8566 220.0306 -456.0653 (Leg 12 4443.3112 I 17.3608 -3.9948 540.8566 -411.7800 -377.2535 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T WirelIkervices - Durham -Dayton Site, Durham, CA 140tall Rohn SSVH Tower Thursday, February 08, 2001 Page 1 of 12 Multiframe4D Version 7.5 C:\WINDOWS\TEMP\DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01.mfd a•'��•`'�I.p�•! "r' t1' J nt L belyl 3�i< «.• , 44 }I I. Ibfe1:. to t�1,klbf 156.9507 -111638.4844 y1 �Rlbfr -13860.2318 % '* e t y ��raiN �-0t�u -8642.0886 -64.0624 2 2 5885.5159 66270.2297 -5561.0344 -3171.8767 -468.0896 3k" 3 -6042.4664 65979.0108 -5289.5112 -2603.3411 57.0625 01 4] 4 -0.0000 0.0001 0.0000 -0.0003 -0.0000 5 j kQ'j 5 0.0000 0.0001 0.0000 -0.0001 -0.0000 6ilfriix 6 0.0000 0.0000 0.0000 0.0000 0.0000 7't66'??aYi 7 0.0000 0.0000 0.0000 0.0000 0.0000 BYa�I 8 -0.0000 0.0000 -0.0000 -0.0000 0.0000 9 0.0000 0.0000 0.0000 0.0000 0.0000 ,1OA� IA v 10 -0.0001 0.0004 0.0000 -0.0000 -0.0000 1„1;, 11 0.0003 0.0072 -0.0001 0.0003 -0.0000 12Gr7 12 -0.0004 0.0048 -0.0003 -0.0000 0.0000 13 0.0002 0.0001 -0.0003 -0.0008 0.0000 14j"4k" 14 0.0000 0.0000 0.0001 -0.0000 0.0000 15't.tg 15 0.0000 0.0000 0.0000 0.0000 0.0000 :16IJ;' t 16 0.0000 0.0000 0.0000 0.0000 0.0000 1'7.'i.c ? 17 -0.0000 -0.0000 0.0000 -0.0000 0.0000 1;8f,)Y.N' 18 0.0000 0.0000 0.0000 0.0000 0.0000 19 -0.0000 -0.0014 -0.0001 0.0001 0.0000 20 -0.0000 -0.0004 -0.0000 0.0001 0.0000 21 ',.- 21 -0.0001 0.0029 -0.0000 -0.0000 -0.0000 22 -0.0002 0.0000 0.0004 0.0006 -0.0000 23:'';ziF` 23 0.0001 0.0000 0.0001 0.0002 0.0000 24'r 24 0.0000 0.0000 0.0000 0.0000 0.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 26e!r 26 -0.0000 0.0000 -0.0000 -0.0000 0.0000 27:r+r.Y,A 27 0.0000 0.0000 0.0000 0.0000 0.0000 28 -0.0000 0.0071 0.0000 -0.0001 0.0000 t Qs, 29 0.0002 0.0033 -0.0002 -0.0003 0.0000 30,M 30 -0.0001 0.0021 -0.0001 0.0000 0.0000 3;1 ,: s_ 31 -0.0002 0.0001 0.0004 0.0005 -0.0000 32 F,ti! 32 0.0000 0.0000 0.0001 -0.0001 0.0000 33 0.0000 0.0000 0.0000 0.0000 0.0000 -34W,Pq 34 0.0000 0.0000 0.0000 0.0000 0.0000 35 -0.0000 0.0000 -0.0000 -0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.00001 37 0.0002 0.0000 -0.0002 0.0002 -0.0000 38!1""Z�il,i 38 0.0001 0.0009 -0.0001 0.0000 -0.00001 39:wu=' 39 0.0000 0.0003 0.0000 _ -0.0000 -0.0000 40;wy'S� 40 0.0000 -0.0003 -0.0001 0.0006 -0.0000 4;1;{i`;y 41 -0.0000 0.0001 -0.0001 -0.0002 -0.0000 42'c+i 42 0.0000 0.0000 0.0000 0.0000 0.0000 4,3itkra; 43 0.0000 0.0000 0.0000 0.0000 0.0000 44 0.0000 -0.0000 0.0000 -0.0000 -0.0000 4'5t§;tiI 45 0.0000 0.0000 0.0000 0.0000 0.0000 46;r" 46 -0.0000 -0.0007 0.0002 -0.0000 0.0000 47�n 47 0.0002 0.0022 -0.0002 -0.0001 -0.0000 48 -0.0002 0.0032 -0.0001 0.0000 0.0000 49;x 49 0.0002 -0.0001 -0.0003 -0.0002 0.0000 50_,tt 50 -0.0000 0.0000 -0.0001 -0.0001 -0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 523-ttj 52 0.0000 0.0000 0.0000 0.0000 0.0000 53 -0.0000 0.0000 -0.0000 0.0000 0.0000 54 0.0000 0.0000 0.0000 0.0000 0.0000 55?! 55 0.0000 0.0013 0.0001 0.0002 -0.0000 56:a 56 0.0002 0.0013 -0.0002 -0.0001 0.0000 5,7Rx;! 57 0.0000 -0.0002 0.0000 0.0000 0.0000 ,58 58 -0.0001 -0.0001 0.00011 0.0002 -0.0000 594P..'M 59 0.0000 -0.0000 0.00011 0.0001 0.0000 ti0,�i 60 0.0000 0.0000 0.00001 0.0000 0.0000 Analysis Results - Total Load: all Dl's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Serer - Durham -Dayton Site, Durham, CA 148 ft tall ROSSVH Tower I ?, v Thursday. February 08, 2001 Page 1 of 12 Multiframe4D Version 7.5 C:\WlNDOWS\TEMP\Dt148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01.mfd 1194 - u0mij, g♦ Ii K. 'Lliq; I Q . Nil 1 1 1 1 -162.7508 A 125181.3509 15031.8836 9426.8523 61.2951 ,?j�W - jZj 2 3 -4861.1780 5023.9292 -52139.9654 -52430.6364 4970.1968 4708.6961 2771.9551 2230.2071 450.7628 -39.6314 4 0.0001 0.0002 -0.0001 -0.0006 0.0000 5 . 00001 . 00001 . 00002 -0.0000 0.0000 6 0.0000 0.0000 0.0000 0.0000 0.0000 7 0.0000 0.0000 0.0000 0.0000 0.0000 Or 8 0.0000 0.0000 -0.0000 0.0000 -0.0000 QUAIN" 9 0.0000 0.0000 0.0000 0.0000 0.0000 10 -0.0001 0.0072 0.0006 0.0000 -0.0000 11 0.0001 0.0005 -0.0001 0.0000 0.0000 12 -0.0004 0.0047 -0.0004 -0.0000 -0.0000 13 0.0001 0.0001 -0.0001 -0.0004 0.0000 x134 n;y 14 . 00000 . -00001 . 00000 . 00002 0.0000 15 0.0000 0.0000 0.0000 0.0000 0.0000 16 0.0000 0.0000 0.0000 0.0000 0.0000 17 0.0000 -0.0000 0.0000 0.0000 -0.0000 18 0.0000 0.0000 0.0000 0.0000 0.0000 19 -0.0001 0.0072 0.0004 -0.0003 -0.0000 20,V`$Vd. 20 0.0002 0.0036 -0.0001 0.0000 -0.0000 21 "N 21 -0.0000 0.0000 -0.0000 -0.0001 0.0000 22 �k, 22 0.0001 -0.0001 -0.0003 -0.0003 0.0000 23 0.0002 -0.0001 0.0003 0.0008 0.0000 24 0.0000 0.0000 0.0000 0.0000 6.0000 25 0.0000 0.0000 0.0000 0.0000 0.0000 26 -0.0000 0.0000 -0.0000 -0.0000 0.0000 ZZ,M�,'O n 27 0.0000 0.0000 0.0000 0.0000 0.0000 Z6k',Nej , '28 -0.0002 0.0006 0.0001 -0.0000 0.0000 29 1�`j i i 29 0.0001 0.0016 -0.0000 -0.0004 0.0000 0*' 30 -0.0002 0.0039 -0.0001 0.0003 0.0000 - '1 .1 " 3 �1'33` 31 0.0001 -0.0002 -0.0002 0.0001 -0.0000 32 0.0001 0.0001 0.0001 0.0001 0.0000 .f 33 0.0000 0.0000 0.0000 0.0000 0.0000 34 A', 34 0.0000 0.0000 0.0000 0.0000 0.0000 35 -0.0000 0.0000 -0.0000 -0.0000 0.0000 36 0.0000 0.0000 0.0000 0.0000 0.0000 37 0.0000 0.0027 0.0001 0.0003 -0.0000 28�;,4fl 38 -0.0001 0.0020 0.0003 -0.0001 0.0000 39 -0.0002 0.0027 -0.0002 0.0000 -0.0000 ;40 40 0.0002 -0.0003 -0.0003 0.0003 -0.0000 41 0.0001 0.0001 0.0001 -0.0001 0.0000 42i€� 42 0.0000 0.0000 0.0000 0.0000 0.0000 43 0.0000 0.0000 0.0000 0.0000. 0.0000 44 -0.0000 0.0000 -0.0000 0.0000 -0.0000 45�, 45 0.0000 0.0000 0.0000 0.0000 0.0000 4 "q `� .z 46 -0.0001 -0.0037 0.0001 -0.0000 -0.0000 Ty7l#-1, 47 0.0001 0.0026 -0.0001 -0.0000 -0.0000 48 -0.0001 0.0020 -0.0001 -0.0000 -0.0000 49 0.0002 -0.0002 -0.0004 -0.0001 0.0000 '5OjNf�,`W 50 -0.0000 0.0001 -0.0001 -0.0001 -0.0000 51 0.0000 0.0000 0.0000 0.0000 0.0000 52teyei Baa 52 0.0000 0.0000 0.0000 0.0000 0.0000 A 0114- "r. 53 0.0000 0.0000 -0.0000 0.0000 -0.0000 54 0.0000 0.0000 0.0000 0.0000 0.0000 55 0.0000 0.0068 0.0004 0.0002 0.0000 56 0.0002 0.0009 -0.0003 0.0001 -0.0000 57 -0.0002 0.0020 -0.0002 -0.0000 0.0000 58 -0.0002 -0.0001 0.0003 0.0005 -0.0000 5 9% ",, 59 0.0001 0.0001, 0.0001, 0.0000 0.0000 60 0.00001 0.00001 0.00001 0.0000 0.0000 Analysis Results -. Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services. Durham-Dayton Site, Durham, CA 1480 tall Rohn SSVH Tower v 6 Wednesday, February 07, 2001 Page 31 of 31 Multiframe4D Version 1.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 556 DL plus 75MPH -Z -79.8571 15.7875 0.1648 -64.3138 -14.0074 -75.9052 (Mount 79.8571 41.7352 -0.1648 64.3138 -5.6425 -1470.9820 557 DL plus 75MPH +Z -66.0344 15.9208 38.1250 -0.0000 -1258.1268 262.6928 (Mount 66.0344 -0.0000 -38.1250 0.0000 0.0000 -0.0000 557 DL plus 75MPH -Z 66.0344 15.9208 -38.1250 0.0000 1258.1268 262.6928 (Mount -66.0344 -0.0000 38.1250 -0.0000 0.0000 -0.0000 558 DL plus 75MPH +Z 0.0000 15.9208 -0.0000 -0.0000 0.0000 262.6926 (Mount 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 558 DL plus 75MPH -Z -0.0000 15.9208 -0.0000 0.0000 -0.0000 262.6926 (Mount 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 559 DL plus 75MPH +Z -177.9006 67.9373 6.1601 393.0057 -18.9923 -230.6733 (Mount 177.9006 -55.1343 -6.1601 -393.0057 -144.4815 1863.6932 559 DL plus 75MPH -Z 68.8601 54.2950 5.2275 332.5195 -4.4503 -315.3621 (Mount -68.8601 -41.4919 -5.2275 -332.5195 -134.2747 1586.3448 560 DL plus 75MPH +Z -207.3949 -43.7089 -0.3948 -116.5950 72.1691 -1638.3839 (Mount 207.3949 56.5120 0.3948 116.5950 -61.6907 308.5665 560 DL plus 75MPH -Z 21.7100 -39.1063 -1.4443 -74.4592 45.0489 -1569.8976 (Mount -21.7100 51.9093 1.4443 74.4592 -6.7199 362.2242 561 DL plus 75MPH +Z 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 (mount 0.0000 15.9208 -0.0000 -0.0000 -0.0000 -262.6928 561 DL plus 75MPH -Z 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 (Mount 0.0000 15.9208 -0.0000 0.0000 -0.0000 -262.6928 562 DL plus 75MPH +Z 127.0006 36.3352 -3.1913 40.6415 109.1281 951.0891 (Mount -127.0006 -20.4144 3.1913 -40.6415 -3.8153 -14.7198 562 DL plus 75MPH -Z -15.6098 34.2970 -2.1019 55.5746 71.6673 843.9889 ;Mount 15.6098 -18.3762 2.1019 -55.5746 -2.3047 25.1185 563 DL plus 75MPH +Z 127.0006 20.4144 -3.1914 40.6415 3.8153 14.7198 (Mou::t -127.0006 -1.4181 3.1914 -40.6415 121.8447 415.1084 563 DL plus 75MPH -Z -15.6098 18.3762 -2.1019 55.5746 2.3047 -25.1185 (Mount 15.6098 0.6202 2.1019 -55.5746 80.4572 374.6904 564 DL plus 75MPH +Z 112.9592 -7.2248 2.3922 -35.1850 -103.8483 -654.0095 (Mount -112.9592 26.2212 -2.3922 35.1850 9.6565 -4.4587 564 DL plus 75MPH -Z -29.7397 -6.3816 2.4393 1.7904 -95.6954 -628.5505 (Mount 29.7397 25.3779 -2.4393 -1.7904 -0.3520 3.2849 565 DL plus 75MPH +Z 112.9592 -26.2212 2.3922 -35.1850 -9.6565 4.458, (Mount -112.9592 42.1419 -2.3922 35.1850 -69.2854 -1132.4512 565 DL plus 75MPH -Z -29.7397 -25.3779 - 2.4393 1.7904 0.3520 -3.2849 (Mount 29.7397 41.2987 -2.4393 -1.7904 -80.8490 -1096.8806 566 DL plus 75MPH +Z 0.0000 15.9208 -0.0000 0.0000 -0.0000 262.6927 (Mount 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 566 DL plus 75MPH -Z -0.0000 15.9208 -0.0000 0.0000 0.0000 262.6927 (Mount 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 567 DL plus 75MPH +Z -667.5782 6.6374 -8.4583 -0.8804 385.4832 371.5865 (Horiz 667.5782 4.9908 8.4583 0.8804 -0.9949 -334.1607 567 DL plus 75MPH -Z 673.4913 23.1418 7.8030 0.0323 -367.0641 328.9382 (Horiz -673.4913 -11.5136 -7.8030 -0.0323 12.3615 458.7277 568 DL plus 75MPH +Z 0.0000 0.3890 0.0000 0.0000 -0.0000 0.1971 (Horiz 0.0000 0.3890 -0.0000 0.0000 -0.0000 -0.1971 568 DL plus 75MPH -Z 0.0000 0.3890 0.0000 0.0000 -0.0000 0.1971 ;Horiz 0.0000 0.3890 -0.0000 0.0000 0.0000 -0.1971 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus•75 MPH basic wind (+Z and -Z axis wind) AT&T 08 r Wireless Servs - Durham-Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 30 of 3: Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-0. (Mount -10.5794 -85.5238 14.2741 -396.9285 194.6942 221.6075 538 DL plus 75MPH +Z -48.7445 -58.8149 -10.0026 -119.6217 -83.8188 -429.0154 (Mount 48.7445 71.6179 10.0026 119.6217 349.2645 -1301.6799 538 DL plus 75MPH -Z -155.0916 -58.6012 3.7800 -158.3376 160.5965 -349:4220 (Mount 155.0916 71.4043 -3.7800 158.3376 -260.9097 -1375.6040 539 DL plus 75MPH +Z -213.4117 -6.8411 -1.7385 -28.7031 226.7300 -341.1834 iMount 213.4117 25.8375 1.7385 28.7031 -158.2781 -302.1766 s, DL plus 75MPH -Z 341.0368 5.3991 1.8890 23.3669 -76.9986 -155.0807 MOunt -341.0368 13.5972 -1.8890 -23.3669 2.6186 -6.3193 540 DL plus 75MPH +Z 128.0607 34.9853 1.7789 37.9614 -4.3335 476.0483 (Mount -128.0607 -15.9890 -1.7789 -37.9614 -65.7096 527.5081 540 DL plus 75MPH -Z' 22.7615 25.0363 -1.2006 -22.2095 107.7148 254.989 (Mount -22.7615 -6.0400 1.2006 22.2095 -60.4394 356.8251 :. DL plus 75MPH +Z 465.6122 15.1297 5.3784 -108.8013 -381.9330 -iO1.74i.- Mcun[ -465.6122 42.3931 -5.3184 108.8013 -259.3452 -1523.582:, >4: DL plus 75MPH -Z -584.1643 10.0420 -3.1684 -53.3106 248.3232 -345.9392 (Mount- 584.1643 47.4807 3.1584 53.3106 129.4442 -1885.9911 542 DL plus 75MPH +Z -216.0884 18.3710 -0.3305 -37.8229 242.5696 -16.9916 (Mount 216.0884 0.6253 0.3305 37.8229 -229.5571 366.3602 542 DL plus 75MPH -Z 303.7991 32.2448 5:1066 -8.5676 -245.4448 72.3533 Mount -303.7991 -13.2484 -5.1066 8.5676 32.5606 823.2935 543 DL plus 75MPH +Z 149.7616 6.8804 -1.0377 74.4550 64.8022 -132.4601 (Mount -149.7616 12.1160 1.0377 -74.4550 -23.9417 29.385: 543 DL plus 75MPH -Z 16.2198 -2.9965 -3.'7543 6.7169 110.1972 -471,4249 (Mount -16.2198 21.9929 3 7543 -6.7169 37.6292 -20.5E44 544 DL plus 75MPH +Z -644.3485 18.9964 C,.0000 -120.8554 0.000G 0.000i1 (Mount 644.3485 18.9964 0.0000 120.8554 0.0000 0.0000 1-1.1 DL plus 75MPH -Z -117.3936 18.9964 b.0000 -94.4493 0.0000 0.0000 NDIInc 117.3936 18.9964 0.0000 94.4493 0.0000 0.000: ,4 DL plus 15MPH +Z -288.6598 18.9964 0.0000 -102.0171 0.0000 6.0000 Moon 288.6598 18.9964 0.0000 102.0171 0.0000 0.0000 545 DL plus 75MPH -Z -431.5583 18.9964 0.0000 -151.1965 0.0000 0.0000 (Mount 431.5583 18.9964 0.0000 151.1965 0.0000 0.0000 546 DL plus 75MPH +Z -412.1173 12.7814 -0.5371 -79.8141 -10.0593 -188.8187 !Mount 412.1173 44.7414 0.5371 79.8141 74.0939 -1716.4962 ti46 DL plus 75MPH -Z 180.2928 14.9777 1.7302 -119.2732 -56.0204 -86.723, (Mounr -180.2928 42.5451 -1.7302 119.2732 -150.2753 -1556.7234 54'' DL plus 75MPH +Z -216.0884 -18.3710 -0.3305 -37.8229 -242.5696 -16.99;'- ;Mount 216.0884 34.2918 0.3305 37.8229 253.4761 -351.9441 5.17 DL plus 75MPH -Z 303.7991 -32.2448 5.4066 -8.5676 245.4448 72.353-- 2.353:Mount Mount -303.7991 48.1655 -5.4066 8.5676 -423.8629 -1.399,122 n.1R DL plus 75MPH +Z 149.7616 -12.1160 -1.0377 74.4550 23.9417 -29.385 •Mount -149.7616 28.0367 1.0377 -74.4550 10.3008 -633.1342 ,4d DL plus 75MPH -Z 16.2198 -21.9929 -3.7543 6.7169 -37.6292 20.5544 (Mount -16.2198 37.9136 3.7543 -6.7169 161.5215 -1009.0126 549 DL plus 75MPH +Z -181.7241 18.9964 0.0000 -142.4319 0.0000 0.0000 (Mount 181.7241 18.9964 0.0000 142.4319 0.0000 0.0000 549 DL plus 75MPH -Z -531.9487 18.9964 0.0000 -74.4401 0.0000 0.0000 (Mount 531.9487 18.9964 0.0000 74.4401 0.0000 O.00G, 550 DL plus 75MPH +Z 14.0601 -67.9363 -22.0343 -63.1137 366.4179 -354.868: (Mount -14.0601 80.739,3 22.0343 63.1137 218.3227 -1617.8866 550 DL plus 75MPH -Z -264.5510 -78.5971 20.4186 -94.5349 -286.6926 -351.94 (Mount 264.5510 91.4001 -20.4186 94.5349 -255.1708 -1903.7216 551 DL plus 75MPH +Z 162.8884 .68.6410 3.7277 313.4306 -84.7604 1436.090' (Mcunt -162.8884 -55.8380 -3.7277 -313.4306 -14.1638 215.603E DL plus 75MPH -Z -238.3232 77.7775 5.9688 288.8413 -189.2557 1658.308:: Mc,"In 238.3232 -64.9744 -5.9688 -288.8413 30.8571 235.847; 552 DL plus 75MPH +Z 14.0601 -55.1332 -22.0343 -63.1136 951.1585 -1987.860° (Mount -14.0601 67.9363 22.0343 63.1136 -366.4179 354.8689 552 DL plus 75MPH -Z -264.5510 -65.7941 20.4186 -94.5349 -828.5548 -2267.8536 tMount 264.5510 78.5971 -20.4186 94.5349 286.6926 351.9411 553 DL plus 75MPH +Z 162.8884 55.8380 3.7277 313.4306 14.1638 -215.6037 (Mount -162.8884 -43.0349 -3.7277 -313.4306 -113.0875 1527.5348 553 DL plus 75MPH -Z -238.3232 64.9744 5.9688 288.8413 -30.8571 -235.8471- 235.8471(Mount (Mount 238.3232 -52.1714 -5.9688 -288.8413 -127.5424 1790.2395 554 DL plus 75MPH +Z -177.9006 80.7404 6.1601 393.0057 -182.4662 1742.1102 (Mount 177.9006 -67.9373 -6.1601 -393.0057 18.9923 230.6733 554 DL plus 75MPH -Z 68.8601 67.0980 5.2275 332.5195 -143.1754 1295.3842 (Mount -68.8601 -54.2950 -5.2275 -332.5195 4.4503 315.3621 5 DL plus 75MPH +Z -207.3949 -56.5120 -0.3948 -116.5951 61.6907 -308.5665 (Mount 207.3949 69.3150 0.3948 116.5951 -51.2135 -1361.013= 555 DL plus 75MPH -Z 21.7100 -51.9093 -1.4443 -74.4592 6.7199 -362.224` (Mount -21.7100 64.7124 1.4443 74.4592 31.6092 -1185.2122 556 DL plus 75MPH +Z -71.1530 14.8699 1.2316 -76.8216 -60.3082 -107.2535 (Mount 71.1530 42.6528 -1.2316 76.8216 -86.5327 -1549.0404 Analysis Results - Total Load: all DL's plus•75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services • Durham -Dayton Site, Durham, CA 148 *all Rohn SSVH Tower Wednesday, February 07, 2001 Pag2 29 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 519 DL plus 75MPH +Z 58.8070 10.5286 62.3184 -27.9399 -884.7951 218.0161. (Mount -41.4389 -10.5286 -62.3184 27.9399 -1358.6636 161.0145 519 DL plus 75MPH -Z 55.4941 11.3105 63.5289 5.3381 -895.8390 199.7256 (Mount -38.1261 -11.3105 -63.5289 -5.3381 -1391.1987 207.4505 526 DL plus 75MPH +Z -67.0668 37.7901 -6.5370 171.5166 -10.4422 -71.9234 (Mounr_ 84.4349 -24.9871 6.5370 -171:5166 302.8032 1475.7522 520 DL plus 75MPH -Z -53.5389 41.9906 -6.0617 140.0552 19.5236 187.4130 (Mount 70.9070 -29.1876 6.0617 -140.0552 251.5821 1404.2784 `.2] DL plus 75MPH +Z -70.8565 -26.2838 0.3667 -22.3094 -77.3494 -1366.0866 ,Mount 53.4885 39.0868 -0.3667 22.3094 60.9513 -95.7348 521 DL plus 75MPH -Z -68.9774 -29.3178 -0.1949 -25'.2810 -25.2970 -1406.1362 (Mount 51.6093 42.1208 0.1949 25.2810 34.0136 -191.3773 522 DL plus 75MPH +Z 29.3596 76.1003 -45.0448 -95.6614 769.6977 1455.5444 (Mount -11.9916 -76.1003 45.0448 95.6614 851.9138 1284.0625 522 DL plus 75MPH -Z 41.8814 65.0459 -43.4903 -76.6147 851.4724 1274.7849 (Mount -24.5133 -65.0459 43.4903 76.6147 714.1774 1066.8627 523 DL plus 75MPH +Z 8.7252 14.0415 5.5835 17.9965 -125.1803 266.5909 (Mount. 8.6429 -14.0415 -5.5835 -17.9965 -75.8265 238.9011 523 DL plus 75MPH -Z 11.6067 14.1299 4.5412 -15.2383 -109.6983 254.8153 (Mount 5.7614 -14.1299 -4.5412 15.2383 -53.7842 253.8601 524 DL plus 75MPH +Z 31.7218 -70.4538 -15.6808 2.8837 324.2723 -1360.8118 (Mount -14.3538 70.4538 15.6808 -2.8837 240.2370 -1175.5199 524 DL plus 75MPH -Z 35.4812 -71.2885 -15.1101 -35.8000 343.7389 -1381.3298 ;Mount -18.1132 71.2885 15.1101 35.8000 200.2245 -1185.0543 525 DL plus 75MPH +Z 342.3983 6.9353 -0.0000 0.5740 0.0000 0.0000 (Diag 1 -346.6252 -0.0005 0.0000 -0.5740 0.0015 159.9144 525 DL plus 75MPH -Z -188.6926 6.9345 0.0000 0.0039 0.0000 0.0000 (Diag 1 184.4657 0.0003 -0.0000 -0.0039 -0.0008 159.8795 526 DL plus 75MPH +Z 510.3343 -0.0007 0.0000 -0.4556 -0.0012 -159.9254 (Diag 1 -506.1074 6.9355 -0.0000 0.4556 0.0000 0.0000 526 DL plus 75MPH -Z 6.5406 -0.0000 0.0000 -0.2352 -0.0000 -159.8921 (Diag 1 -2.3137 6.9348 -0.0000 0.2352 0.0000 0.0000 527 DL plus 75MPH +Z -314.2074 0.0004 -0.0000 -0.5353 0.0014 -159.8721 (Diag 1 318.4343 6.9344 0.0000 0.5353 0.0000 0.0000 527 DL plus 75MPH -Z 936.3182 -0.0013 0.0001 -0.2803 -0.0041 -159.9504 (Diag 1 -932.0912 6.9361 -0.0001 0.2803 0.0000 0.0000 528 DL plus 75MPH +Z -149.8597 6.9346 0.0000 0.3333 0.0000 0.0000 (Diag 1 145.6327 0.0002 -0.0000 -0.3333 -0.0003 159.8829 528 DL plus 75MPH -Z 376.7027 6.9353 -0.0000 0.1073 0.0000 0.0000 (Diag 1 -380.9296 -0.0005 0.0000 -0.1073 0.0009 159.9155 529 DL plus 75MPH +Z 267.7052 6.9352 -0.0000 -0.0082 0.0000 0.0000 (Diag 1 -271.9321 -0.0004 0.0000 0.0082 0.0000 159.9096 529 DL plus 75MPH -Z -191.1297 6.9345 0.0000 0.4113 0.0000 0.0000 (Diag 1 186.9028 0.0003 -0.0000 -0.4113 -0.0000 159.8796 530 DL plus 75MPH +Z 370.2097 -0.0005 0.0000 0.1330 -0.0000 -159.9151 (Diag 1 -365.9828 6.9353 -0.0000 -0.1330 0.0000 0.0000 530 DL plus 75MPH -Z 284.1277 -0.0004 -0.0000 -0.8152 0.0000 -159.9097 (Diag 1 -279.9008 6.9352 0.0000 0.8152 0.0000 0.0000 531 DL plus 75MPH +Z 66.0345 0.0000 -38.1249 0.0000 0.0000 0.0000 ;Mounr -66.0345 15.9208 38.1249 -0.0000 1258.1237 -262.6927 531 DL plus 75MPH -Z -66.0345 0.0000 38.1249 0.0000 0.0000 0.0000 (Mount 66.0345 15.9208 -38.1249 -0.0000 -1258.1237 -262.6927 532 DL plus 75MPH +Z 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 (Mount -0.0000 15.9208 -0.0000 -0.0000 -0.0000 -262.6927 532 DL plus 75MPH -Z -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 (Mount 0.0000 15.9208 -0.0000 0.0000 _0.0000 -262.6927 533 DL plus 75MPH +Z -219.1489 86.7755 29.3853 280.7771 207.5895 -289.7416 (Mount 219.1489 -73.9725 -29.3853 -280.7771 -987.4083 2422.6851 533 DL plus 75MPH -Z 10.5794 85.5238 -14.2741 396.9286 -194.6942 -221.6074 :Mount -10.5794 -72.7208 14.2741 -396.9286 573.4967 2321.3325 534 DL plus 75MPH +Z -48.7445 -46.0118 -10.0026 -119.6216 181.6269 -1819.9458 (Mount 48.7445 58.8149 10.0026 119.6216 83.8188 429.0154 534 DL plus 75MPH -Z -155.0916 -45.7982 3.7800 -158.3376 60.2837 -1734.6831 (Mount 155.0916 58.6012 -3.7800 158.3376 -160.5965 349.4220 535 DL plus 75MPH +Z -247.5211 44.9097 -11.2820 109.5452 134.7494 929.0603 (Mount 247.5211 -28.9889 11.2820 -109.5452 237.5571 290.2666 535 DL plus 75MPH -Z 330.5233 40.2972 -9.2028 194.1672 279.6978 880.1729 (Mount -330.5233 -24.3765 9.2028 -194.1672 23.9954 186.9435 536 DL plus 75MPH +Z 73.1052 54.9733 8.8615 -51.5102 -225.3805 1050.9948 (Mount -73.1052 -39.0526 -8.8615 51.5102 -67.0505 500.4324 536 DL plus 75MPH -Z -13.1775 46.1675 5.0156 -108.5251 -38.7745 878.4249 (Mount 13.1775 -30.2467 -5.0156 108.5251 -126.7407 382.4096 537 DL plus 75MPH +Z -219.1489 99.5786 29.3853 280.7770 -572.2312 2182.9671 (Mount 219.1489 -86.7755 -29.3853 -280.7770 -207.5895 289.7417 537 DL plus 75MP14 -Z 10.5794 98.3269 -14.2741 396.9285 184.1086 2217.8830 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services - Durham -Dayton Site, Durham, CA 48 ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 28 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Mount 4.0672 33.6115 -44.0515 71.3840 -800.9211 -565.7252 500 DL plus 75MPH -Z 12.1577 -23.3529 28.0159 -19.0259 -499.7254 -447.2527 (Mount 5.2104 23.3529 -28.0159 19.0259 -508.8462 -393.4514 501 DL plus 75MPH +Z -122.0280 23.9567 1.0213 41.1891 -186.6191 1444.0204 (Mount 139.3961 -11.1537 -1.0213 -41.1891 140.9416 -658.8793 501 DL plus 75MPH '-Z -119.7832 18.6484 -13.1841 -7.4400 11.5358 1346.9283 (Mount 137.1512 -5.8453 13.1841 7.4400 578.1124 -799.1991 502 DL plus 75MPH +Z -113.7392 -12.3311 -0.8883 -81.1511 -9.1756 290.5842 (Mount 96.3712 25.1342 0.8883 81.1511 48.9061 -1128.3873 502 DL plus 75MPH -Z -110.0126 -7.1691 4.1400 44.1258 -243.2016 425.8723 (Mount 92.6446 19.9721 -4.1400 -44.1258 58.0425 -1032.8063 503 DL plus 75MPH +Z 50.2376 72.7519 -79.3599 -38.5788 826.1356 710.1268 (Leg 12 -32.8695 -72.7519 79.3599 38.5788 2030.8156 1908.9385 503 DL plus 75MPH -Z 586.6000 113.9286 -76.7682 -57.7579 953.7630 1792.8506 (Leg 12 -569.2319 -113.9286 76.7682 57.7579 1809.8898 2308.5731 504 DL plus 75MPH +Z 11.1523 -0.1190 -3.0220 -2.8271 82.4297 0.4052 (Mount 6.2158 0.1190 3.0220 2.8271 26.3636 -4.6906 504 DL plus 75MPH -Z 9.5188 -15.5725 -34.0076 -44.4380 629.6155 -254.1578 (Mount 7.8493 15.5725 34.0076 44.4380 594.6564 -306.4504 505 DL plus 75MPH +Z 8.2595 -13.2896 17.3852 -0.9073 -301.9924 -249.2975 tMount 9.1086 13.2896 -17.3852 0.9073 -323.8748 -229.1286 505 DL plus 75MPH -Z 8.3316 1.0593 -6.9421 49.7578 136.2063 5.8865 (Mount 9.0365 -1.0593 6.9421 -49.7578 113.7095 32.2487 506 DL plus 75MPH +Z 499.4358 -12.4090 136.6924 18.3481 -2098.8794 -930.6374 (Leg 12 -482.0678 12.4090 -136.6924 -18.3481 -2822.0404 483.9151 506 DL plus 75MPH -Z 82.3169 91.1693 69.4810 -100.5395 -419.3653 1744.7483 (Leg 12 -64.9489 -91.1693 -69.4810 100.5395 -2081.9462 1537.3416 507 DL plus 75MPH +Z 316.4877 -12.0752 -100.7166 -51.7320 1341.2641 -277.2903 (Leg 12 -299.1196 12.0752 100.7166 51.7320 2284.5282 -157.4145 507 DL plus 75MPH -Z 93.7231 19.3621 -98.1567 -22.3481 1159.2152 568.1290 (Leg 12 -76.3551 -19.3621 98.1567 22.3481 2374.4216 128.9040 508 DL plus 75MPH +Z -120.7973 -10.5318 -5.2337 19.1956 70.6462 448.9687 (mount 103.4293 23.3348 5.2337 -19.1956 163.4258 -1206.2947 508 DL plus 75MPH -Z -128.1093 -9.9998 4.5423 -65.7505 -138.0277 553.2998 (Mount 110.7412 22.8029 -4.5423 65.7505 -65.1216 -1286.8353 509 DL plus 75MPH +Z -84.8257 13.4322. -5.8467 -4.2578 -84.4278 895.0512 (Mount 102.1937 -0.6291 5.8467 4.2578 345.9181 -580.6123 509 DL plus 75MPH -Z -93.8576 15.2606 -4.5384 40.1369 -70.6603 1018.9742 (Mount 111.2256 -2.4576 4.5384 -40.1369 273.6349 -622.7581 510 DL plus 75MPH +Z 69.4076 44.8604 66.6307 -112.4215 -981.9391 710.9012 (Mount -52.0395 -44.8604 -66.6307 112.4215 -1416.7615 904.0702 510 DL plus 75MPH -Z 75.6089 38.3805 74.9296 91.5666 -1118.7522 636.0113 (Mount -58.2408 -38.3805 -74.9296 -91.5666 -1578.7106 745.6797 511 DL plus 75MPH +Z 60.3088 59.6231 -14.7624 53.5238 66.7153 894.9565 (Mount -42.9408 -59.6231 14.7624 -53.5238 464.7315 1251.4726 511 DL plus 75MPH -Z 66.4940 66.5722 -14.4714 9.6198 69.8184 1019.7771 (Mount -49.1259 -66.5722 14.4714 -9.6198 451.1506 1376.8193 512 DL plus 75MPH +Z -89.4491 -33.6404 -5.2337 130.9928 -11.7630 -1679.2549 (Mount 72.0810 46.4435 5.2337 -130.9928 245.8372 -111.5855 512 DL plus 75MPH -Z -96.7611 -33.1085 4.5422 -162.7787 -66.4990 -1739.4915 tMount 79.3930 45.9115 -4.5422 162.7787 -136.6479 -27.5586 513 DL plus 75MPH +Z -53.4775 36.5408 -5.8466 120.6331 7.6343 41.8029 (Mount 70.8455 -23.7378 5.8466 -120.6331 253.8497 1306.1517 513 DL plus 75MPH -Z -62.5094 .38.3693 -4.5382 137.0796 0.7991 1.5870 (Mount 79.8774 -25.5663 4.5382 -137.0796 202.1686 1428.1449 514 DL plus 75MPH +Z 42.4474 97.6585 -2.9707 -53.4922 -30.1004 1886.0396 (Mount -25.0793 -97.6585 2.9707 53.4922 137.0464 1629.6599 514 DL plus 75MPH -Z 45.6603 102.1026 -35.2643 5.7090 716.1656 2021.9373 (Mount -28.2922 -102.1026 35.2643 -5.7090 553.3461 1653.7496 515 DL plus 75MPH +Z 31.0720 -16.4634 -80.8652 -112.8458 1499.5309 -283.0685 (Mount -13.7039 16.4634 80.8652 112.8458 1411.6128 -309.6133 515 DL plus 75MPH -Z 34.0087 9.4878 -87.4307 -22.0410 1655.2165 210.5634 +Mount -16.6407 -9.4878 87.4307 22.0410 1492.2834 130.9977 516 DL plus 75MPH +Z -98.4150 14.6815 -6.5370 31.8791 -113.3765 1051.9363 iMount 115.7831 -1.8785 6.5370 -31.8791 405.7392 -681.6209 516 DL plus 75MPH -Z -84.8871 18.8820 -6.0618 10.5696 -75.9272 956.1580 (Mount 102.2552 -6.0790 6.0618 -10.5696 347.0345 -391.9799 517 DL plus 75MPH +Z -102.2047 -3.1752 0.3666 -14.4770 -83.1237 480.8184 (Mount 84.8367 15.9782 -0.3666 14.4770 66.7274 -909.1271 517 DL plus 75MPH -Z -100.3256 -6.2091 -0.1949 -29.4439 -22.2287 352.8535 (Mount 82.9575 19.0122 0.1949 29.4439 30.9472 -916.8542 518 DL plus 75MPH +Z 70.5061 -50.9276 48.7757 41.6132 -567.7570 -892.3906 (Mount -53.1380 50.9276 -48.7757 -41.6132 -1188.1649 -941.0017 518 DL plus 75MPH -Z 57.1246 -47.5844 45.5148 36.5448 -541.7185 -790.7719 (Mount -39.7565 47.5844 -45.5148 -36.5448 -1096.8132 -922.2646 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T wireless Services. Durham -Dayton Site, Durham, CA 148 Wall Rohn SSVH Tower • Wednesday, February 07, 2001 Page 27 of 31 Multiframe4D version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 481. DL plus 75MPH -Z 272.1554 -91.9184 0.6713 -117.9003 -5.1464 155.1446 (Mount -272.1554 104.7215 -0.6713 117.9003 -12.6682 -2764.3334 482 DL plus 75MPH +Z 84.5673 19.1379 4.0131 31.9346 -243.3783 55.8489 (Mount -84.5673 38.3848 -4.0131 -31.9346 -235.1056 -1203.2677 482 DL plus 75MPH -Z 90.1940 19.1878 0.6330 99.9676 -63.2254 119.7378 (Mount -90.1940 38.3350 -0.6330 -99.9676 -12.2455 -1261.2107 483 DL plus 75MPH +Z -66.0344 15.9208 38.1250 0.0000 -1258.1268 262.6928 (Mount 66.0344 -0.0000 -38.1250 0.0000 -0.0000 -0.0000 483 DL plus 75MPH -Z 66.0344 15.9208 -38.1250 0.0000 1258.1268 262.6928 ;Mount -66.0344 -0.0000 38.1250 0.0000 0.0000 -0.0000 484 DL plus 75MPH +Z 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 Mount -0.0000 15.9208 0.0000 -0.0000 0.0000 -262.6927 484 DL plus 75MPH -Z 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 (Mount -0.0000 15.9208 -0.0000 -0.0000 -0.0000 -262.6921 485 DL plus 75MPH +Z 4.4052 -68.0895 -19.4002 35.9225 433.2654 -2047.2802 (Mount -4.4052 80.8925 19.4002 -35.9225 81.5720 70.4586 485 DL plus 75MPH -Z 218.6278 -95.9888 -5.0342 294.1504 159.1497 -2383.0676 (Mount -218.6278 108.7919 5.0342 -294.1504 -25.5526 -334.1401 486 DL plus 75MPH +Z 34.3234 -71.1079 7.3219 -44.1027 -84.4412 -1995.7978 (Mount -34.3234 83.9110 -7.3219 44.1027 -109.8660 -61.125'7 486 DL plus 75MPH -Z 272.1554 -79.1154 0.6711 -117.9002 -22.9551 -2114.2787 (Mount -272.1554 91.9184 -0.6711 117.9002 5.1464 -155.1447 487 DL plus 75MPH +Z 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 (Mount 0.0000 15.9208 0.0000 0.0000 0.0000 -262.6928 487 DL plus 75MPH -Z 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 (Mount 0.0000 15.9208 -0.0000 -0.0000 0.0000 -262.6928 488 DL plus 75MPH +Z 25.6157 35.2321 4.0404 63.9979 -226.0894 883.8387 (Mount -25.6157 -19.3114 -4.0404 -63.9979 92.7562 16.1302 188 DL plus 75MPH -Z -127.7406 37.1784 2.7504 84.6453 -143.6295 982.1711 (Mount 127.7406 -21.2577 -2.7504 -84.6453 52.8647 -17.9746 189 DL plus 75MPH +Z 25.6157 19.3114 4.0404 63.9979 -92.7562 -16.1302 tMount -25.6157 -0.3150 -4.0404 -63.9979 -66.3336 402.5255 489 DL plus 75MPH -Z -127.7406 21.2577 2.7505 84.6453 -52.8647 17.9745 iMount 127.7406 -2.2613 -2.7505 -84.6453 -55.4381 445.0560 490 DL plus 75MPH +Z 39.6572 -8.4101 -1.5432 -61.1824 48.3371 -669.1164 (Mount -39.6572 27.4065 1.5432 61.1824 12.4246 -36.0234 490 DL plus 75MPH -Z -113.6107 -9.3453 -1.7906 -25.0530 70.6764 -699.8713 (Mount 113.6107 28.3417 1.7906 25.0530 -0.1697 -42.0923 491 DL plus 75MPH +Z 39.6572 -27.4065 -1.5431 -61.1824 -12.4246 36.0234 'Mount -39.6572 43.3272 1.5431 61.1824 63.3486 -1203.1310 191 DL plus 75MPH -Z -113.6107 -28.3417 -1.7907 -25.0530 0.1697 42.0923 tHou nt 113.6107 44.2625 1.7907 25.0530 58.9222 -1240.0618 492 DL plus 75MPH +Z 0.0000 15.9208 0.0000 -0.0000 -0.0000 262.6927 (Mount -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 492 DL plus 75MPH -Z 0.0000 15.9208 0.0000 -0.0000 -0.0000 262.6927 (Mount 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 493 DL plus 75MPH +Z 49.3555 123.6481 2.1636 23.5319 -45.6058 2374.6496 (Mount -31.9875 -123.6481 -2.1636 -23.5319 -32.2849 2076.6749 493 DL plus 75MPH -Z 40.9072 119.6350 -15.5109 -156.6055 207.5067 2220.5551 (Mount -23.5391 -119.6350 15.5109 156.6055 350.8865 2086.3003 494 DL plus 75MPH +Z 42.2503 -56.0901 -63.7521 -43.7536 1266.9039 -1112.3044 (Mount -24.8823 56.0901 63.7521 43.7536 1028.1677 -906.9377 494 DL plus 75MPH -Z 33.6581 -42.5329 -64.7045 21.5093 1245.3256 -827.2386 tMount -16.2901 92.5329 64.7045 -21.5093 1084.0348 -703.9424 495 DL plus 75MPH +Z -90.6798 47.0655 1.0213 19.3723 -202.7018 -38.1833 (Mount 108.0478 -34.2624 -1.0213 -19.3723 157.0237 1856.8429 495 DL plus 75MPH -Z -88.4350 41.7571 -13.1841 274.1871 219.1399 -170.9123 (Mount 105.8030 -28.9541 13.1841 -274.1871 370.5074 1752.1598 496 DL plus 75MPH +Z -82.3910 -35.4399 -0.8883 -62.1766 -23.1630 -1658.5377 (Mount 65.0229 48.2430 0.8883 62.1766 62.8904 -212.7831 496 DL plus 75MPH -Z -78.6644 -30.2779 4.1401 -44.3111 -178.0092 -1524.9300 (Mount 61.2963 43.0809 -4.1401 44.3111 -7.1524 -115.5216 497 DL plus 75MPH +Z 84.0093 -34.6373 84.9029 77.5789 -1278.8599 -692.9770 (Mount -66.6412 34.6373 -84.9029 -77.5789 -1777.6400 -553.9625 497 DL plus 75MPH -Z 85.3521 -19.3661 84.9091 -0.8562 -1257.7606 -482.1220 (Mount -67.9841 19.3661 -84.9091 0.8562 -1798.9632 -215.0560 498 DL plus 75MPH +Z 62.6586 29.2685 71.6741 36.3028 -1017.3166 495.9679 (Mount -45.2905 -29.2685 -71.6741 -36.3028 -1562.9483 557.6957 498 DL plus 75MPH -Z 62.7219 22.2528 67.6004 -69.9580 -953.0291 398.5551 (Mount -45.3538 -22.2528 -67.6004 69.9580 -1480.5834 402.5436 499 DL plus 75MPH +Z 14.2166 25.3197 24.7678 79.2790 -447.6938 495.5592 (Mount 3.1515 -25.3197 -24.7678 -79.2790 -443.9468 415.9481 499 DL plus 75MPH -Z 6.5888 14.8625 3.5590 26.6140 -46.1532 290.5005 (Mount 10.7793 -14.8625 -3.5590 -26.6140 -81.9703 244.5488 500 DL plus 75MPH +Z 13.3008 -33.6115 44.0515 -71.3840 -784.9313 -644.2885 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T wireless 948 Servs - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 26 of 3! MultiErame4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 ihlount -147.2490 14.4265 -2.7623 -21.5873 69.9050 -24.433E 462 DL plus 75MPH +Z -59.5428 33.8633 0.8937 21.2200 -70.7012 438.2788 (Mount 59.5428 -14.8670 -0.8937 -21.2200 35.5133 521.0990 463 DL plus 75MPH -Z -77.8602 24.1760 -0.4325 -28.2119 10.8101 226.4850 (Mount 77.8602 -5.1797 0.4325 28.2119 6.2206 351.4551 464 DL plus 75MPH +Z 392.5654 13.7384 4.7032 91.2760 -339.6444 -88.8223 (Mount -392.5654 43.7843 -4.7032 -91.2760 -221.1271 -1702.3835 464 DL plus 75MPH -Z -245.5146 20.6863 -0.1595 79.8651 46.9347 84.1010 (Mount 245.5146 36.8364 0.1595 -79.8651 -27.9149 -1046.8948 465 DL plus 75MPH +Z -309.9805 6.9344 0.0000 -0.5353 0.0000 0.0000 (Diag 1 314.2074 0.0004 -0.0000 0.5353 -0.0014 159.8721 465 DL plus 75MPH -Z 940.5450 6.9361 -0.0001 -0.2803 0.0000 0.0000 !Di.ao 1 -936.3182 -0.0013 0.0001 0.2803 0.0041 159.9504 166 DL plus 75MPH +Z -145.6328 0.0002 -0.0000 0.3333 0.0003 -159.8829 i°:1 a9 1 141.4058 6.9346 0.0000 -0.3333 0.0000 0.0000 ,166 DL plus 75MPH -Z 380.9296 -0.0005 0.0000 0.1073 -0.0009 -159.9155 (Diag 1 -385.1565 6.9353 -0.0000 -0.1073 0.0000 0.0000 467 DL plus 75MPH +Z -262.4432 23.0821 -2.5844 -58.0971 216.9812 77.3491 (Mount 262.4432 -4.0857 2.5844 58.0971 -115.2185 457.5174 467 DL plus 75MPH -Z 184.4867 33.0851 -0.7554 -73.1134 -193.3658 86.7749 R-1ount. -184.4867 -14.0887 0.7554 73.1134 223.1088 841.9592 968 DL plus 75MPH +Z -81.2436 6.6074 3.7102 86.1216 -34.6060 -134.9173 (Mount 81.2436 12.3889 -3.7102 -86.1216 -111.4846 21.0946 468 DL plus 75MPH -Z -71.3185 -3.1519 2.1212 34.7932 -55.9784 -472.3565 ([Mount 71.3185 22.1483 -2.1212 -34.7932 -27.5427 -25.7409 469 DL plus 75MPH +Z -3.5389 20.2170 0.6916 94.3147 -112.4688 121.9598 (Mount 3.5389 37.3058 -0.6916 -94.3147 30.0055 -1140.7190 469 DL plus 75MPH -Z 249.0472 17.9315 4.5061 9.3918 -207.4799 50.7520 (Mount -249.0472 39.5912 -4.5061 -9.3918 -329.7836 -1342.0069 470 DL plus 75MPH +Z 346.6252 -0.0005 0.0000 0.5740 -0.0015 -159.9144 (Diag 1 -350.8522 6.9353 -0.0000 -0.5740 0.0000 0.0000 470 DL plus 75MPH -Z -184.4657 0.0003 -0.0000 0.0039 0.0008 -1.59.8795 (Diag 1 180.2388 6.9345 0.0000 -0.0039 0.0000 0.0000 471 DL plus 75MPH +Z 514.5613 6.9355 -0.0000 -0.4556 0.0000 0.0000 (Diag 1 -510.3344 -0.0007 0.0000 0.4556 0.0012 159.9255 471 DL plus 75MPH -Z 10.7675 6.9348 -0.0000 -0.2352 0.0000 0.0000 (Diag 1 -6.5406 -0.0000 0.0000 0.2352 0.0000 159.8921 472 DL plus 75MPH +Z -262.4432 -23.0821 -2.5845 -58.0971 -216.9812 77.3491 (Mount 262.4432 39.0028 2.5845 58.0971 302.2689 -1101.7505 472 DL plus 75MPH -Z 184.4867 -33.0851 -0.7554 -73.1134 193.3658 86.7749 (Mount -184.4867 49.0058 0.7554 73.1134 -168.4389 -1441.2747 9-73 DL plus 75MPH +Z -81.2436 28.3097 3.7102 86.1216 -233.9208 650.4324 ;Mount 81.2436 -12.3889 -3.7102 -86.1216 111.4846 21.0945 473 DL plus 75MPH -Z -71.3185 38.0690 2.1211 34.7932 -97.5399 1019.3265 iMount 71.3185 -22.1483 -2.1211 -34.7932 27.5427 -25.7405 474 DL plus 75MPH +Z 374.4366 6.9353 0.0000 0.1330 0.0000 0.0000 (Diag 1 -370.2097 -0.0005 -0.0000 -0.1330 -0.0000 159.9151. 474 DL plus 75MPH -Z 288.3546 6.9352 -0.0000 -0.8152 0.0000 0.0000 (Diag 1 -284.1277 -0.0004 0.0000 0.8152 0.0000 159.9091 475 DL plus 75MPH +Z 271.9321 -0.0004 -0.0000 -0.0082 0.0000 -159.9096 (Dian 1 -276.1590 6.9352 0.0000 0.0082 0.0000 0.0000 475 DL plus 75MPH -Z -186.9028 0.0003 0.0000 0.4113 -0.0000 -159.8796 (Diag 1 182.6759 6.9346 -0.0000 -0.4113 0.0000 0.0000 476 DL plus 75MPH +Z 317.1281 -109.7115 -17.1449 -253.6853 303.0494 192.8185 .Mount -317.1281 122.5145 17.1449 253.6853 151.9382 -3274.190C 476 DL plus 75MPH -Z 90.1571 -116.7261 26.0126 114.3029 -192.9752 215.3012 ;Mount -90.1571 129.5291 -26.0126 -114.3029 -497.3387 -3482.8247 477 DL plus 75MPH +Z 187.1647 -86.9587 -16.0403 226.8651 -68.0695 109.4620 (Mount -187.1647 99.7617 16.0403 -226.8651 493.7422 -2587.0296 477 DL plus 75MPH -Z 1.4561 -91.1842 -6.9757 57.1390 31.1285 96.0163 (f,ount -1.4561 103.9873 6.9757 -57.1390 153.9897 -2685.7205 478 DL plus 75MPH +Z 317.1281 -96.9084 -17.1450 -253.6853 758.0384 -2548.7899 (Mount -317.1281 109.7115 17.1450 253.6853 -303.0494 -192.8185 478 DL plus 75MPH -Z 90.1571 -103.9230 26.0126 114.3029 -883.2887 -2712.4592 (Mount -90.1571 116.7261 -26.0126 -114.3029 192.9752 -215.3012 479 DL plus 75MPH +Z 187.1647 -74.1556 -16.0403 226.8651 357.6035 -2028.3396 (Mount -187.1647 86.9587 16.0403 -226.8651 68.0695 -109.4620 479 DL plus 75MPH -Z 1.4561 -78.3812 -6.9757 57.1390 216.2465 -2153.9218 ;Mount -1.4561 91.1842 6.9757 -57.1390 -31.1285 -96.0163 480 DL plus 75MPH +Z 4.4052 -80.8925 -19.4002 35.9225 -81.5720 -70.4586 (Mount -4.4052 93.6956 19.4002 -35.9225 596.4094 -2246.1266 480 DL plus 75MPH -Z 218.6278 -108.7919 -5.0342 294.1504 25.5526 334.1401 (Mount -218.6278 121.5949 5.0342 -294.1504 108.0443 -3391.1116 481 DL plus 75MPH +Z 34.3234 -83.9110 7.3220 -44.1028 109.8660 61.1257 (Mount. -34.3234 96.7140 -7.3220 44.1028 -304.1740 -2457.8142 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless Services• Durham-Dayton Site, Durham, CA 1480 tall Rohn SSVH Tower . It Wednesday, February 07, 2001 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA Page 25 of 31 AT&T 392-01 444 DL plus 75MPH +Z 1309.1290 -4.8205 -1.1500 -97.6438 -171.7794 -40.8804 (Leg 12 -1285.9715 4.8205 1.1500 97.6438 226.9787 -190.5061 444 DL plus 75MPH -Z -31.0943 -10.8459 -3.4534 106.6275 -51.7394 56.9674 (Lea 12 54.2518 10.8459 3.4534 -106.6275 217.5047 -577.5714 445 DL plus 75MPH +Z 826.0377 2.8184 0.2048 -0.1539 0.0000 0.0000 (Diag 1 -830.2646 4.1164 -0.2048 0.1539 -9.4441 -29.9285 445 DL plus 75MPH -Z -740.9535 3.0990 -0.1918 0.1757 0.0000 0.0000 (Diag 1 736.7266 3.8358 0.1918 -0.1757 8.8425 -16.9882 446 DL plus 75MPH +Z 536.9780 3.9094 0.0079 0.3107 -0.3629 20.3824 (Diag 1 -532.7511 3.0254 -0.0079 -0.3107 0.0000 0.0000 446 DL plus 75MPH -Z -472.9683 4.0776 0.0207 0.3227 -0.9550 28.1379 (Diag 1 477.1952 2.8572 -0.0207 -0.3227 0.0000 0.0000 447 DL plus 75MPH +Z -820.3095 4.3022 0.1857 0.3389 -8.5626 38.4927 (Diag 1 824.5365 2.6327 -0.1857 -0.3389 0.0000 0.0000 447 DL plus 75MPH -Z 884.4309 3.6406 -0.1779 0.2918 8.2051 7.9860 (Diag 1 -880.2040 3.2942 0.1779 -0.2918 0.0000 0.0000 498 DL plus 75MPH +Z -477.9934 2.8568 0.0114 0.0068 0.0000 0.0000 Diag 1 473.7665 4.0780 -0.0114 -0.0068 -0.5245 -28.1569 446 DL plus 75MPH -Z 553.4735 3.0666 0.0210 0.0982 0.0000 0.0000 (Diag 1 -557.7004 3.8682 -0.0210 -0.0982 -0.9674 -18.4806 449 DL plus 75MPH +Z 260.5133 3.0719 0.1844 0.2789 0.0000 0.0000 (Diag 1 -264.7402 3.8629 -0.1844 -0.2789 -8.5050 -18.2363 449 DL plus 75MPH -Z -172.5818 2.8052 -0.1784 -0.2588 0.0000 0.0000 (Diag 1 168.3548 4.1296 0.1784 0.2588 8.2243 -30.5346 450 DL plus 75MPH +Z -58.6136 3.8458 0.2009 0.2530 -9.2633 17.4467 (Diag 1 62.8406 3.0891 -0.2009 -0.2530 0.0000 0.0000 450 DL plus 75MPH -Z 117.6462 4.1154 -0.1976 0.2746 9.1142 29.8794 (Diag 1 -113.4192 2.8194 0.1976 -0.2746 0.0000 0.0000 451 DL plus 75MPH +Z 362.2384 -48.0933 -519.0030 -100.6555 1164.4142 -141.1346 (Leg 12 -356.4490 48.0933 519.0030 100.6555 5063.5868 -435.9813 451 DL plus 75MPH -Z 859.2927 -118.6019 -201.9351 121.3629 11.9577 -298.4813 (Leg 12 -853.5033 118.6019 201.9351 -121.3629 2411.2502 -1124.7336 452 DL plus 75MPH +Z 765.2195 327.6278 -212.1650 545.5652 825.7334 538.5180 (Leg 12 -759.4302 -327.6278 212.1650 -545.5652 1720.2319 3392.9934 452 DL plus 75MPH -Z 376.0668 377.2813 376.1372 -517.7494 -995.3677 734.1752 (Leg 12 -370.2775 -377.2813 -376.1372 517.7494 -3518.2539 3793.1748 453 DL plus 75MPH +Z 557.1376 -193.5398 141.1233 -97.2672 -190.5234 -227.3106 (Leg 12 -551.3482 193.5398 -141.1233 97.2672 -1502.9467 -2095.1539 453 DL plus 75MPH -Z 346.5562 -175.1407 283.9374 106.7298 -578.0986 -217.6061 (Leg 12 -340.7669 175.1407 -283.9374 -106.7298 -2829.1309 -1884.0704 454 DL plus 75MPH +Z 66.0344 -0.0000 -38.1250 0.0000 -0.0000 -0.0000 (Mount -66.0344 15.9208 38.1250 -0.0000 1258.1251 -262.6924 454 DL plus 75MPH -Z -66.0344 -0.0000 38.1250 -0.0000 0.0000 -0.0000 Mount 66.0344 15.9208 -38.1250 0.0000 -1258.1251 -262.6924 455 DL plus 75MPH +Z 0.0000 15.9208 -0.0000 0.0000 0.0000 262.6927 (Mount 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 455 DL plus 75MPH -Z 0.0000 15.9208 0.0000 -0.0000 -0.0000 262.6927 (Mount 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 456 DL plus 75MPH +Z 185.8039 -120.1509 15.6752 82.7040 -568.7875 -3039.1372 (Mount -185.8039 132.9540 -15.6752 -82.7040 152.8024 -319.2762 456 DL plus 75MPH -Z 174.9418 -98.0434 -47.8651 263.3994 1377.7355 -2699.6649 (Mount -174.9418 110.8464 47.8651 -263.3994 -107.5048 -72.0644 457 DL plus 75MPH +Z 248.5657 -97.5425 -3.1169 -31.2830 -5.6674 -2530.0180 (Mount -248.5657 110.3455 3.1169 31.2830 88.3824 -228.4170 457 DL plus 75MPH -Z 94.5759 -78.0565 15.9512 -166.9682 -192.7919 -2185.6344 (Mount -94.5759 90.8595 -15.9512 166.9682 -230.5162 -55.6876 458 DL plus 75MPH +Z -231.0105 56.2003 8.3668 188.7892 -268.5423 1222.3276 (Mount 231.0105 -40.2795 -8.3668 -188.7892 -7.5614 369.5903 458 DL plus 75MPH -Z 157.7624 36.9360 13.8543 250.0917 -360.6721 795.4107 (Mount -157.7624 -21.0153 -13.8543 -250.0917 -96.5190 160.7860 459 DL plus 75MPH +Z -4.5873 -47.1641 -6.1890 -144.2843 142.0852 -563.6360 ;Mount 4.5873 63.0849 6.1890 144.2843 62.1521 -1255.4733 459 DL plus 75MPH -Z -41.9212 -36.3337 -6.6488 -165.6812 8.2158 -429.9163 (Mount 41.9212 52.2544 6.6488 165.6812 211.1941 -1031.7884 460 DL plus 75MPH +Z 185.8039 -132.9540 15.6752 82.7041 -152.8024 319.2762 (Mount -185.8039 145.7570 -15.6752 -82.7041 -263.1822 -4017.4542 460 DL plus 75MPH -Z 174.9418 -110.8464 -47.8651 263.3995 107.5048 72.0643 (Mount -174.9418 123.6495 47.8651 -263.3995 1162.7269 -3183.5581 461 DL plus 75MPH +Z 248.5657 -110.3455 -3.1169 -31.2829 -88.3824 228.4170 (Mount -248.5657 123.1485 3.1169 31.2829 171.0987 -3326.6168 461 DL plus 75MPH -Z 94.5759 -90.8595 15.9512 -166.9682• 230.5162 55.6876 (Mount -94.5759 103.6626 -15.9512 166.9682 -653.8240 -2636.7740 462 DL plus 75MPH +Z -265.1199 -7.0666 -1.1766 -16.5313 118.0456 -386.3338 (Mount 265.1199 26.0629 1.1766 16.5313 -71.7176 -265.9033 462 DL plus 75MPH -Z 147.2490 4.5699 2.7623 21.5873 -178.6708 -169.6172 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T Wireless •8 SAS - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Multiframe4D Version 7.5 Page 24 of 31 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 1 425 167.7725 4.4604 0.0768 -1.5354 3.5409 -45.7920 DL plus 75MPH -Z 96.6789 2.3536 0.0725 -1.6794 0.0000 0.0000 (Diag 1 426 -92.4520 4.5812 -0.0725 1.6794 -3.3449 -51.358E DL plus 75MPH +Z 124.9040 4.4744 -0.0896 -0.2366 4.1301 46.4376 (Diag 1. -129.1310 2.4604 0.0896 0.2366 0.0000 0.0000 426 DL plus 75MPH -Z -209.1106 4.5986 0.0875 0.1948 -4.0326 52.1641 ;Diag 1 204.8836 2.3362 -0.0875 -0.1948 0.0000 0.0000 427 DL plus 75MPH +Z -1842.4922 4.0704 4.6855 -101.0296 -56.5718 82.9722 (Lea 12 427 1865.6497 -4.0704 -4.6855 101.0296 -168.3335 112.4067 DL plus 75MPH -Z 3899.2041 -1.7003 -13.9728 120.9230 403.3203 -62.6489 (Leg 12 -3876.0470 1.7003 13.9728 -120.9230 267.3748 -18.9660 428 DL plus 75MPH +Z 2421.0419 4.0657 5.3325 547.2295 -103.9183 171.0217 (Leg 12 -2397.8844 -4.0657 -5.3325 -547.2295 -152.0435 24.1302 428 DL plus 75MPH -Z -461.9156 -3.0882 4.4394 -520.0295 -203.7804 -42.8521 (Lea 1_2 485.0731 3.0882 -4.4394 520.0295 -9.3097 -105.3810 429 DL plus 75MPH +Z 2269.0624 7.8608 -1.8352 -97.9853 86.1212 200.6590 (Leg 12 -2245.9049 -7.8608 1.8352 97.9853 1.9680 176.6597 429 DL plus 75MPH -Z -651.4964 1.9279 -4.5209 106.6902 148.9744 56.2617 (Leg 12 674.6539 -1.9279 4.5209 -106.6902 68.0295 36.2761 430 DL plus 75MPH +Z 850.9887 2.6458 0.0906 0.1247 0.0000 0.0000 tDiag 1 -855.2156 4.2890 -0.0906 -0.1247 -4.1795 -37.8847 430 DL plus 75MPH -Z -972.7302 1.7205 -0.0835 -0.0116 0.0000 0.0000 (Diag 1 968.5032 5.2143 0.0835 0.0116 3.8514 -80.5546 431 DL plus 75MPH +Z 531.5873 4.4418 0.1957 0.1002 -9.0223 44.9326 (Diag 1 -527.3604 2.4930 -0.1957 -0.1002 0.0000 0.0000 431 DL plus 75MPH -Z -633.3709 5.0367 -0.2130 -0.0333 9.8211 72.3662 (Diag 1 637.5978 1.8981 0.2130 0.0333 0.0000 0.0000 432 DL plus 75MPH +Z -976.1297 4.6817 0.0762 -0.8510 -3.5134 55.9963 (Diao 1 980.3567 2.2531 -0.0762 0.8510 0.0000 0.0000 432 DL plus 75MPH -Z 869.5923 4.8126 -0.0707 0.8943 3.2615 62.0285 (Diag 1 -865.3654 2.1223 0.0707 -0.8943 0.0000 0.0000 433 DL plus 75MPH +Z -723.3845 2.1142 0.1956 0.2108 0.0000 0.0000 iDiag 1 719.1576 4.8206 -0.1956 -0.2108 -9.0212 -62.3986 433 DL plus 75MPH -Z 610.1650 2.3173 -0.2106 -0.1335 0.0000 0.0000 (Diag 1 -614.3919 4.6175 0.2106 0.1335 9.7119 -53.0347 434 DL plus 75MPH +Z 105.2976 2.0159 0.0636 -0.8755 0.0000 0.0000 (Diag 1 -109.5245 4.9189 -0.0636 0.8755 -2.9328 -66.9319 434 DL'plus 75MPH -Z -228.2692 2.4083 -0.0569 0.9567 0.0000 0.0000 (Diag 1 224.0422 4.5265 0.0569 -0.9567 2.6246 -48.839E 435 DL plus 75MPH +Z -183.1690 4.9049 0.0764 0.1784 -3.5216 66.2862 (Diag 1 187.3959 2.0299 -0.0764 -0.1784 0.0000 0.0000 435 DL plus 75MPH -Z 77.4990 4.5091 -0.0718 -0.0789 3.3129 48.0345 (Diag 1 -73.2721 2.4257 0.0718 0.0789 0.0000 0.0000 436 DL plus 75MPH +Z -806.7436 4.2204 -0.2083 0.0707 9.6068 34.7229 (Diag 1 802.5167 2.7144 0.2083 -0.0707 0.0000 0.0000 436 DL plus 75MPH -Z 896.5257 3.4644 0.2018 -0.0808 -9.3042 -0.1395 (Diag 1 -900.7526 3.4704 -0.2018 0.0808 0.0000 0.0000 437 DL plus 75MPH +Z -456.6216 2.9084 -0.0038 -0.2059 0.0000 0.0000 (Diag 1 460.8485 4.0264 0.0038 0.2059 0.1738 -25.778"- 437 DL plus 75MPH -Z 574.7992 3.2441 -0.0175 -0.1382 0.0000 0.0000 ;Diag 1 -570.5723 3.6907 0.0175 0.1382 0.8052 -10.2989 438 DL plus 75MPH +Z 848.2811 2.9001 -0.1893 0.6514 0.0000 0.0000 (Diag 1 -844.0542 4.0347 0.1893 -0.6514 8.7271 -26.1587 438 DL plus 75MPH -Z -720.6402 3.2752 0.1880 -0.9720 0.0000 0.0000 (Diag 1 724.8671 3.6596 -0.1880 0.9720 -8.6700 -8.8622 439 DL plus 75MPH +Z 550.0999 3.8578 -0.0073 -0.0985 0.3346 18.0038 (Diao 1 -554.3269 3.0770 0.0073 0.0985 0.0000 0.0000 439 DL plus 75MPH -Z -460.3499 3.9002 -0.0178 0.0702 0.8192 19.9561 !Drag 1 456.1230 3.0346 0.0178 -0.0702 0.0000 0.0000 440 DL plus 75MPH +Z -42.0600 3.2911 -0.1846 0.7309 0.0000 0.0000 (Diag 1 46.2870 3.6437 0.1846 -0.7309 8.5138 -8.1284 440 DL plus 75MPH -Z 135.3827 2.8350 0.1842 -0.7135 0.0000 0.0000 (Diag 1 -131.1558 4.0998 -0.1842 0.7135 -8.4958 -29.1612 441 DL plus 75MPH +Z 277.0455 3.6608 -0.2011 -0.1683 9.2732 8.9181 (Diag 1 -281.2724 3.2740 0.2011 0.1683 0.0000 0.0000 441 DL plus 75MPH -Z -154.8620 4.1140 0.2035 -0.1620 -9.3858 29.8164 (Diag 1 150.6351 2.8208 -0.2035 0.1620 0.0000 0.0000 442 DL plus 75MPH +Z -521.0137 27.7563 -5.2814 -100.8422 112.3404 168.4621 (Leg 12 544.1712 -27.7563 5.2814 100.8422 141.1681 1163.8451 442 DL plus 75MPH -Z 2242.2487 -5.3252 -5.8223 121.0135 -18.7708 -267.3410 (Leg 12 -2219.0912 5.3252 5.8223 -121.0135 298.2406 11.7294 443 DL plus 75MPH +Z 1495.0196 19.7999 9.3419 545.6116 89.4310 125.4091 (Leg 12 -1471.8621 -19.7999 -9.3419 -545.6116 -537.8430 824.9920 443 DL plus 75MPH -Z 123.1418 -19.5686 17.1688 -518.1889 -90.1496 55.2802 (Leg 12 -99.9843 19.5686 -17.1688 518.1889 -733.9565 -994.5768 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T wireless Services Durham -Dayton Site, Durham, CA 148 Otall Rohn SSVH Tower 0 Wednesday, February 07, 2001 Page 23 of 31 Multiframe4D version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 406 DL plus 75MPH -Z 1108.0185 3.5798 0.2219 0.1379 0.0000 0.0000 (Diag 1 -1103.7914 3.3550 -0.2219 -0.1379 -10.2313 5.1812 407 DL plus 75MPH +Z -692.0889 4.5724 -0.0244 -0.3209 1.1265 50.9541 (Diag 1 687.8620 2.3624 0.0244 0.3209 0.0000 0.0000 40'7 DL plus 75MPH -Z 775.2868 3.4481 0.0071 0.2039 -0.3251 -0.8900 (Diag 1 -779.5137 3.4867 -0.0071 -0.2039 0.0000 0.0000 408 DL plus 75MPH +Z 1068.3746 4.0225 -0.1970 2.1557 9.0856 25.5972 (Diag 1 -1072.6016 2.9123 0.1970 -2.1557 0.0000 0.0000 408 DL plus 75MPH -Z -978.5253 3.9975 0.2085 -2.2324 -9.6127 24.4420 (Diag 1 974.2983 2.9374 -0.2085 2.2324 0.0000 0.0000 409 DL plus 75MPH +Z 799.0240 2.9781 -0.0230 -0.2941 0.0000 0.0000 :Diag 1 -794.7971 3.9567 0.0230 0.2941 1.0625 -22.5610 105 DL plus 75MPH -Z -708.6679 2.8302 0.0083 0.2212 0.0000 0.0000 Diag 1 712.8948 4.1047 -0.0083 -0.2212 -0.3817 -29.3851 410 DL plus 75MPH +Z -47.7670 3.2125 -0.1540 2.1102 0.0000 0.0000 (Diag 1 51.9940 3.7223 0.1540 -2.1102 7.1033 -11.7529 410 DL plus 75MPH -Z 147.2486 2.5818 0.1594 -2.1195 0.0000 0.0000 (Diag 1 -143.0216 4.3530 -0.1594 2.1195 -7.3504 -40.8356 411 DL plus 75MPH +Z 245.0822 3.7391 -0.1661 -0.2285 7.6572 12.5293 ;Diag 1 -249.3091 3.1957 0.1661 0.2285 0.0000 0.0000 41.1 DL plus 75MPH -Z -149.5680 4.3671 0.1677 0.0743 -7.7351 41.4876 (Diag 1 145.3411 2.5677 -0.1677 -0.0743 0.0000 0.0000 412 DL plus 75MPH +Z -3604.5199 -1.3593 -2.1795 -101.4615 5.2090 -78.7739 Leg 12 3627.6774 1.3593 2.1795 101.4615 99.4066 13.5268 411, DL plus 75MPH -Z 5640.8266 -11.2282 8.1061 121.1352 -152.7579 -206.1877 Leg '_2 -5617.6696 11.2282 -8.1061 -121.1352 -236.3373 -332.7651 413 DL plus 75MPH +Z 3262.0947 -7.1043 -5.3161 550.3636 69.4206 -266.3560 (Leg 12 -3238.9372 7.1043 5.3161 -550.3636 185.7546 -74.6500 413 DL plus 75MPH -Z -1332.5737 10.3288 -7.4730 -523.3392 221.3762 339.0795 (Leg 12 1355.7312 -10.3288 7.4730 523.3392 137.3290 156.7034 414 DL plus 75MPH +Z 3079.3384 -2.9610 8.4303 -98.5420 -189.1182 -177.0403 (Leg 12 -3056.1809 2.9610 -8.4303 98.5420 -215.5344 34.9133 414 DL plus 75MPH -Z -1486.0598 9.9582 3.6814 107.0024 -85.9794 347.1079 (Leg 12 1509.2174 -9.9582 -3.6814 -107.0024 -90.7285 130.8870 415 DL plus 75MPH +Z 1053.8228 3.9797 0.1871 0.2428 -8.6256 23.6242 (Diag 1 -1049.5958 2.9551 -0.1871 -0.2428 0.0000 0.0000 415 DL plus 75MPH -Z -990.7985 4.3643 -0.1985 -0.0857 9.1539 41.3605 tDiao 1 995.0255 2.5705 0.1985 0.0857 0.0000 0.0000 416 DL plus 75MPH +Z 776.3209 3.0507 0.0322 0.2463 0.0000 0.0000 (Diag 1 -780.5478 3.8841 -0.0322 -0.2463 -1.4841 -19.2157 416 DL plus 75MPH -Z -729.7173 2.4617 -0.0119 -0.1720 0.0000 0.0000 (Diag 1 725.4904 4.4731 0.0119 0.1720 0.5477 -46.3742 417 DL plus 75MPH +Z -1035.5009 2.3225 0.1759 -1.4800 0.0000 0.0000 (Diag 1 1031.2739 4.6123 -0.1759 1.4800 -8.1112 -52.7937 417 DL plus 75MPH -Z 1086.5082 3.2129 -0.1851 1.5294 0.0000 0.0000 !Diag 1 -1090.7352 3.7219 0.1851 -1.5294 8.5336 -11.7374 418 DL plus 75MPH +Z -705.5875 4.4998 0.0307 0.3014 -1.4136 47.6088 (Diag 1 709.8144 2.4350 -0.0307 -0.3014 0.0000 0.0000 418 DL plus 75MPH -Z 761.8909 3.8165 -0.0130 -0.1238 0.5985 16.0991 (Diag 1 -757.6640 3.1183 0.0130 0.1238 0.0000 0.0000 419 DL plus 75MPH +Z 227.7423 2.6582 0.1340 -1.4065 0.0000 0.0000 (Diag 1 -231.9692 4.2766. -0.1340 1.4065 -6.1809 -37.3160 419 DL plus 75MPH -Z -167.6714 2.8245 -0.1368 1.5472 0.0000 0.0000 (Diag 1 163.4445 4.1103 0.1368 -1.5472 6.3096 -29.6474 420 DL plus 75MPH +Z -65.1274 4.2598 0.1460 0.2582 -6.7328 36.5397 (Diag 1 69.3544 2.6750 -0.1460 -0.2582 0.0000 0.0000 420 DL plus 75MPH -Z 129.1279 4.0962 -0.1452 -0.1775 6.6944 28.9954 (Diag 1 -124.9010 2.8386 0.1452 0.1775 0.0000 0.0000 421 DL plus 75MPH +Z -961.7790 4.6042 -0.1048 -0.1886 4.8314 52.4211 (Diag 1 957.5520 2.3306 0.1048 0.1886 0.0000 0.0000 421 DL plus 75MPH -Z 885.7378 4.4779 0.0998 0.0236 -4.6032 46.5740 (Diag 1 -889.9647 2.4574 -0.0998 -0.0236 0.0000 0.0000 422 DL plus 75MPH +Z -700.0965 2.1942 -0.1906 -0.1522 0.0000 0.0000 (Diag 1 704.3234 4.7406 0.1906 0.1522 8.7883 -58.7124 422 DL plus 75MPH -Z 634.2244 2.6153 0.2102 0.1266 0.0000 0.0000 (Diag 1 -629.9975 4.3195 -0.2102 -0.1266 -9.6919 -39.2933 423 DL plus 75MPH +Z 874.2721 2.7234 -0.0903 1.5997 0.0000 0.0000 (Diag 1 -870.0452 4.2114 0.0903 -1.5997 4.1642 -34.3095 423 DL plus 75MPH -Z -948.6204 2.0556 0.0870 -1.6032 0.0000 0.0000 (Diag 1 952.8475 4.8792 -0.0870 1.6032 -4.0105 -65.1001 424 DL plus 75MPH +Z 546.8833 4.3619 -0.1910 -0.2733 8.8063 41.2465 (Diag 1 -551.1102 2.5729 0.1910 0.2733 0.0000 0.0000 424 DL plus 75MPH -Z -618.2764 4.7387 0.2082 0.1036 -9.5992 58.6247 (Diag 1 614.0495 2.1961 -0.2082 -0.1036 0.0000 0.0000 425 DL plus 75MPH +Z -163.5455 2.4744 -0.0768 1.5354 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load:. all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T - Wireless Servo - Durham -Dayton Site, Durham, CA ft tall Rohn SSVH Tower Wednesday, February 07, 2001 Page 22 of 31 Muitlframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-01 (Diag 1 -1271.2235 3.5727 0.2516 -2.7890 11.6023 -4.8572 388 DL plus 75MPH +Z -926.6906 4.9978 -0.0045 0.4228 0.2081 70.5694 (Diag 1 930.9176 1.9370 0.0045 -0.4228 0.0000 0.0000 388 DL plus 75MPH -Z 953.2137 3.5662 0.0319 -0.3349 -1.4722 4.5558 (Diag 1 -948.9866 3.3686 -0.0319 0.3349 0.0000 0.0000 389 DL plus 75MPH +Z 172.5592 2.3482 0.1005 -2.7543 0.0000 0.0000 (Diag 1 -176.7862 4.5866 -0.1005 2.7543 -4.6340 -51.6078 389 DL plus 75MPH -Z -141.2593 2.8422 -0.0979 2.8262 0.0000 0.0000 (Diag 1 137.0324 4.0926 0.0979 -2.8262 4.5150 -28.8316 390 DL plus 75MPH +Z -122.0695 4.5699 0.1090 0.3663 -5.0245 50.8371 (Diag 1 126.2965 2.3650 -0.1090 -0.3663 0.0000 0.0000 390 DL plus 75MPH -Z 146.4180 4.0784 -0.1050 -0.3318 4.8396 28.1765 (Diag 1 -142.1911 2.8564 0.1050 0.3318 0.0000 0.0000 351 DL plus 75MPH +Z -1230.4453 4.7708 -0.1002 -0.2579 4.6201 60.1036 .Diaa 1 1226.2183 2.1640 0.1002 0.2579 0.0000 0.0000 391 DL plus 75MPH -Z 1191.9642 3.9972 0.0806 0.1814 -3.7176 24.4307 (Diag 1 -1196.1912 2.9376 -0.0806 -0.1814 0.0000 0.0000 392 DL plus 75MPH +Z -950.4856 2.1242 -0.1751 -0.3949 0.0000 0.0000 (Diag 1 954.7127 4.8106 0.1751 0.3949 8.0741 -61.9379 392 DL plus 75MPH -Z 924.3474 2.9795 0.1988 0.3541 0.0000 0.0000 (Diag 1 -920.1205 3.9553 -0.1988 -0.3541 -9.1676 -22.4978 393 DL plus 75MPH +Z 1110.9511 3.0687 -0.0850 2.9173 0.0000 0.0000 (Diag 1 -1106.7241 3.8661 0.0850 -2.9173 3.9188 -18.3835 393 DL plus 75MPH -Z -1141.1158 2.0243 0.0675 -2.9188 0.0000 0.0000 (Diag 1 1145.3428 E--- 4.9105 -0.0675 2.9188 -3.1142 -66.5460 394 DL plus 75MPH +Z 789.0618 3.9205 -0.1766 -0.4397 8.1443 20.8937 'D1ao 1 -793.2887 3.0143 0.1766 0.4397 0.0000 0.0000 394 DL plus 75MPH -Z -824.2080 4.8854 0.1974 0.2850 -9.1020 65.3894 ;Diag 1 819.9811 2.0494 -0.1974 -0.2850 0.0000 0.0000 395 DL plus 75MPH +Z -119.6388 2.8530 -0.1150 2.8665 0.0000 0.0000 (Diag 1 123.8657 4.0818 0.1150 -2.8665 5.3020 -28.3325 395 DL plus 75MPH -Z 81.0792 2.3108 0.1143 -2.9066 0.0000 0.0000 (Diag 1 -76.8523 4.6240 -0.1143 2.9066 -5.2716 -53.3331 396 DL plus 75MPH +Z 173.5748 4.0965 -0.1308 -0.4145 6.0302 29.0084 (Diag 1 -177.8017 2.8383' 0.1308 0.4145 0.0000 0.0000 396 DL plus 75MPH -Z -224.0642 4.6408 0.1324 0.3206 -6.1042 54.1094 (Diag 1 219.8372 2.2940 .' -0.1324 -0.3206 0.0000 0.0000 397 DL plus 75MPH +Z -5428.7268 2.3497 3.2463 -102.0355 19.9219 -76.4070 (Leg 12 5405.5697 ? -2.3497 -3.2463 102.0355 -175.7451 189.1909 397 DL plus 75MPH -Z 7695.6599 ' -10.8389 -11.9475 121.5329 210.1673 -147.2621 :1-eg 12 -7718.8170 10.8389 11.9475 -121.5329 363.3122 -373.0023 398 DL plus 75MPH +Z 4392.3986 -9.1677 1.3754 554.7590 18.3614 -274.5763 (Lep 12 -4415.5557 9.1677 -1.3754 -554.7590 -84.3813 -165.4745 398 DL plus 75MPH -Z -2218.5048 8.3735 9.3198 -527.8199 -317.2182 251.6075 (Leg 12 2195.3473 , -8.3735 -9.3198 527.8199 -130.1332 150.3216 399 DL plus 75MPH +Z 4233.2848 1 -9.0009 1.3279 -99.1587 -73.8446 -248.4038 (Leg 12 -4256.44181 9.0009 -1.3279 99.1587 10.1044 -183.6367 399 DL plus 75MPH -Z -2401.2479 1.6009 -11.3368 107.3759 348.9730 78.4021 (Leg 12 2378.0904 -1.6009 11.3368 -107.3759 195.1933 -1.5580 400 DL plus 75MPH +Z 1092.0974 3.8069 0.0702 0.2150 -3.2350 15.6542 (Dag 1 -1087.8706 3.1279 -0.0702 -0.2150 0.0000 0.0000 400 DL plus 75MPH -Z -1160.2171 5.4096 -0.0492 -0.1719 2.2681 89.5583 (Diag 1 1164.4439 1.5252 0.0492 0.1719 0.0000 0.0000 401 DL plus 75MPH +Z 770.0698 ,3.0777 0.1856 0.3723 0.0000 0.0000 (Diag 1 -774.2968 3.8571 -0.1856 -0.3723 -8.5566 -17.9694 401 DL plus 75MPH -Z -843.1415 1.5794 -0.2067 -0.2506 0.0000 0.0000 (Diag 1 838.9146 5.3554 0.2067 0.2506 9.5324 -87.0600 402 DL plus 75MPH +Z -1248.1919 2.2232 0.0549 -2.1040 0.0000 0.0000 (Diag 1 1243.9651 4.7116 -0.0549 2.1040 -2.5316 -57.3743 402 DL plus 75MPH -Z 1171.7458 2.4386 -0.0361 2.1922 0.0000 0.0000 !Diaa 1 -1175.9726 4.4963 0.0361 -2.1922 1.6639 -47.4430 403 DL plus 75MPH +Z -968.3896 4.7472 0.1867 0.3437 -8.6070 59.0136 (Diag 1 972.6164 2.1876 -0.1867 -0.3437 0.0000 0.0000 403 DL plus 75MPH -Z 904.2769 4.4252 -0.2049 -0.2738 9.4464 44.1683 (Diag 1 -900.0500 2.5096 0.2049 0.2738 0.0000 0.0000 404 DL plus 75MPH +Z 154.6459 2.0501 0.0872 -2.0752 0.0000' 0.0000 (Diag 1 -158.8728 4.8847 -0.0872 2.0752 -4.0196 -65.3541 404 DL plus 75MPH -Z -242.8520 2.6774 -0.0846 2.0649 0.0000 0.0000 (Diag 1 238.6251 4.2574 0.0846 -2.0649 3.9000 -36.4296 405 DL plus 75MPH +Z -138.5850 4.8700 0.1029 0.3184 -4.7473 64.6782 (Diag 1 142.8119 2.0648 -0.1029 -0.3184. 0.0000 0.0000 405 DL plus 75MPH -Z 62.2703 4.2406 -0.1026 -0.1481 4.7313 35.6533 (Diag 1 -58.0434 2.6942 0.1026 0.1481 0.0000 0.0000 406 DL plus 75MPH +Z -1013.2662 2.2797 -0.2082 -0.1945 0.0000 0.0000 (Diag 1 1017.4932 4.6551 0.2082 0.1945 9.6007 -54.7667 Analysis Results - Total Load:. all DL's plus 75 MPH basic wind (+Z and -Z axis wind) Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) AT&T wireless Services* Durham-Dayton Site, Durham, CA 1480tall Rohn SSVH Tower .. 10. - Wednesday, February 07, 2001 Page 21 of 31 Multiframe4D Version 7.5 DE148ft RohnSSVH Durham-DaytonSiteCA AT&T 392-Oi 369 DL plus 75MPH +Z 6782.3984 24.8998 -10.7393 -100.8323 314.7985 595.3806 (Leg 12 -6759.2413 -24.8998 10.7393 100.8323 200.6859 599.8089 369 DL plus 75MPH -Z -4620.1051 -9.0733 -26.9505 108.6446 1039.1841 91.8211 (Leg 12 4643.2622 9.0733 26.9505 -108.6446 254.4400 -527.3381 370 DL plus 75MPH +Z 1314.6876 3.1518 -0.0531 0.3013 2.4501 -14.5523 (Diao 1 -1310.4606 3.7830 0.0531 -0.3013 0.0000 0.0000 370 DL plus 75MPH -Z -1350.2368 5.9335 0.0633 -0.2880 -2.9201 113.7196 (Diag 1 1354.4638 1.0013 -0.0633 0.2880 0.0000 0.0000 371 DL plus 75MPH +Z 955.1148 3.8414 0.2663 0.5895 0.0000 0.0000 (D.iao 1 -959.3418 3.0934 -0.2663 -0.5895 -12.2781 17.2478 371 DL plus 75MPH -Z -1008.0804 0.9535 -0.3008 -0.5430 0.0000 0.0000 (Diag 1 1003.8534 5.9813 0.3008 0.5430 13.8711 -115.9220 372 DL plus 75MPH +Z -1534.8688 2.2288 -0.0666 -3.5060 0.0000 0.0000 (Diag 1 1530.6418 4.7060 0.0666 3.5060 3.0710 -57.1135 372 DL plus 75MPH -Z 1480.7969 2.5649 0.0762 3.5169 0.0000 0.0000 (Diag 1 -1485.0239 4.3699 -0.0762 -3.5169 -3.5147 -41.6169 373 DL plus 75MPH +Z -1280.5868 4.6341 0.2708 0.5376 -12.4883 53.8006 tDiag 1 1284.8138 2.3007 -0.2708 -0.5376 0.0000 0.0000 373 DL plus 75MPH -Z 1212.3610 4.3992 -0.2955 -0.2950 13.6275 42.9700 (Diag 1 -1208.1340 2.5356 0.2955 0.2950 0.0000 0.0000 374 DL plus 75MPH +Z 228.9793 1.8207 0.1127 -3.3356 0.0000 0.0000 (Diag 1 -233.2062 5.1141 -0.1127 3.3356 -5.1965 -75.9347 374 DL plus 75MPH -Z -287.2392 3.0560 -0.1182 3.2522 0.0000 0.0000 (Diag 1 283.0123 3.8788 0.1182 -3.2522 5.4527 -18.9720 375 DL plus 75MPH +Z -58.0381 5.1007 0.1344 - 0.4221 -6.1977 75.3173 (Diag 1 62.2650 1.8341 -0.1344 -0.4221 0.0000 0.0000 375 DL plus 75MPH -Z 62.6129 3.8604 -0.1360 -0.1969 6.2703 18.1225 (Diag 1 -58.3860 3.0744 0.1360 0.1969 0.0000 0.0000 376 DL plus 75MPH +Z -1234.0708 5.2424 -0.2782 -0.4044 12.8284 81.8493 Diag 1: 1229.8438 1.6924 0.2782 0.4044 0.0000 0.0000 376 DL plus 75MPH -Z 1284.6835 2.9426 0.3022 0.3657 -13.9359 -24.2014 IDiaa 1 -1288.9106 3.9922 -0.3022 -0.3657 0.0000 0.0000 377 DL plus 75MPH +Z -908.3663 1.6877 0.0139 -0.5582 0.0000 0.0000 (Diag 1 912.5933 5.2471 -0.0139 0.5582 -0.6394 -82.0679 377 DL plus 75MPH -Z 970.9144 3.9968 -0.0442 0.5079 0.0000 0.0000 (Diag 1 -966.6874 2.9380 0.0442 -0.5079 2.0402 24.4124 378 DL plus 75MPH +Z 1337.2573 2.9138 -0.2657 3.4956 0.0000 0.0000 (Diag 1 -1333.0303 4.0211 0.2657 -3.4956 12.2541 -25.5304 378 DL plus 75MPH -Z -1278.4739 2.7608 0.2886 -3.4826 0.0000 0.0000 (Diag i 1282.7009 4.1740 -0.2886 3.4826 -13.3099 -32.5834 379 DL plus 75MPH +Z 1062.2632 4.0425 0.0165 -0.3855 -0.7591 26.5198 iDiag 1 -1066.4903 2.8923 -0.0165 0.3855 0.0000 0.0000 379 DL plus 75MPH -Z -1014.1015 4.1836 -0.0434 0.4756 1.9991 33.0275 (Diag 1 1009.8745 2.7512 0.0434 -0.4756 0.0000 0.0000 380 DL plus 75MPH +Z -104.4323 3.3537 -0.1370 3.3696 0.0000 0.0000 (Diag 1 108.6592 3.5812 0.1370 -3.3696 6.3192 -5.2454 380 DL plus 75MPH -Z 165.0834 2.2321 0.1353 -3.3559 0.0000 0.0000 (Diag 1 -160.8565 4.7027 -0.1353 3.3559 -6.2378 -56.9615 381 DL plus 75MPH +Z 190.1761 3.5979 -0.1455 -0.2273 6.7101 6.0162 (Diag 1 -194.4031 3.3369 0.1455 0.2273 0.0000 0.0000 381 DL plus 75MPH -Z -122.6112 4.7169 0.1423 0.1977 -6.5622 57.6165 (Diag 1 118.3843 2.2179 -0.1423 -0.1977 0.0000 0.0000 382 DL plus 75MPH +Z -7698.3366 -2.8049 7.5404 -102.8130 -103.8536 -124.9879 iLeg 12 7721.4936 2.8049 -7.5404 102.8130 -258.0843 -9.6469 382 DL plus 75MPH -Z 10100.5674 2.2230 -17.1114 122.1831 300.6719 99.7203 (Leg 12 -10077.4103 -2.2230 17.1114 -122.1831 520.6765 6.9835 383 DL plus 75MPH +Z 5559.3606 -10.9194 -8.1828 560.6644 216.0204 -466.6497 (Leg 12 -5536.2035 10.9194 8.1828 -560.6644 176.7553 -57.4838 383 DL plus 75MPH -Z -3266.8045 15.3235 3.4920 -533.7743 -153.2468 537.0940 (Leg 12 3289.9620 -15.3235 -3.492.0 533.7743 -14.3714 198.4354 384 DL plus 75MPH +Z 5377.9274 -14.0148 7.6949 -100.0140 -200.5734 -599.5777 (Leg 12 -5354.7704 14.0148 -7.6949 100.0140 -168.7810 -73.1355 384 DL plus 75MPH -Z -3421.0130 14.6099 7.1465 108.0381 -254.3065 527.4159 (Leg 12 3444.1705 -14.6099 -7.1465 -108.0381 -88.7235 173.8585 385 DL plus 75MPH +Z 1317.4492 3.8010 0.2418 0.3937 -11.1487 15.3825 (Diag 1 -1313.2222 3.1338 -0.2418 -0.3937 0.0000 0.0000 385 DL plus 75MPH -Z -1294.6597 4.8042 -0.2651 -0.2980 12.2254 61.6420 (Diag 1 1298.8867 2.1306 0.2651 0.2980 0.0000 0.0000 386 DL plus 75MPH +Z 1042.4704 3.1417 -0.0018 0.4473 0.0000 0.0000 (Diag 1 -1046.6974 3.7932 0.0018 -0.4473 0.0848 -15.0212 386 DL plus 75MPH -Z -1030.2838 2.1230 0.0328 -0.4154 0.0000 0.0000 (Diag 1 1026.0568 4.8118 -0.0328 0.4154 -1.5104 -61.9957 387 DL plus 75MPH +Z -1252.3901 1.9125 0.2294 -2.8084 0.0000 0.0000 (Diag 1 1248.1631 5.0223 -0.2294 2.8084 -10.5779 -71.7014 387 DL plus 75MPH -Z 1266.9965 3.3621 -0.2516 2.7890 0.0000 0.0000 Analysis Results - Total Load: all DL's plus 75 MPH basic wind (+Z and -Z axis wind) 0 LEAD IN SHEET FILE NO: 1' 1 040-140-068 APPLICANT: AT&T WIRELESS SERVICES REPRESENTATIVE: ► 1 .. -W-611111TIMIN LOCATION: on the northwest comer of Esquon Road and Hamlin Road, at 9039 Esquon Road, southeast of Durham SUPERVISORAL DISTRICT #---4_ EXISTING ZONING: A-10 ZONING HISTORY: SURROUNDING ZONING: SURROUNDING LAND USE: SITE HISTORY: GENERAL PLAN DESIGNATION: OFC (Orchard Field Crops) APPLICABLE REGULATIONS: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION TO: FROM: Butte County Planning Division RE: Request for Comments on a Development Application: AT&T Wireless Services, UP 01-23 DATE: July 3, 2001 CONTACT PERSON: Stephen Betts The Planning Division has received a.project application for the property described below. The purpose of this comment sheet is to: 1. Determine if the information contained in the application is adequate to allow your jurisdiction to review the project and submit conditions, if any; and to 2. Determine the appropriate environmental documents to prepare for this project, as well as to identify particular environmental concerns to be addressed or mitigation measures your agency/department may want incorporated. If the application is determined to be complete within 30 days of its submittal it should be heard at the estimated hearing date indicated below. If a response cannot be submitted within the time frame given, or if additional information is needed, please call 538-7601. Thank you in advance for your time and efforts. This is an application for Use Permit to replace three existing panel antennas mounted on the top of an existing communications tower with twelve panel antennas mounted at the 130 foot level. on property zoned A-10 (AgriculturaL 10 acrearp cels) located on the northwest corner of _Esquon Road and Hamlin toad, at 9030 Esquon Road, south of Durham, identified as APN 040-140-068. Supervisorial District No. 4. THIS ITEM HAS BEEN TENTATIVELY SCHEDULED FOR A HEARING BEFORE THE (check one) _X PLANNING COMMISSION - —DEVELOPMENT REVIEW COMMITTEE ON August 23, 2001. COMMENTS, IF ANY, ARE REQUESTED BY NO LATER THAN July 17, 2001. If no comments or communications are received by the above date, the assumption will be made that your agency has no comment. COMMENTS (Attach additional pages if necessary): Date: 7 County Center Drive - Oroville, California 95965 - 530-538-7601 - FAX 530-538-7785 COMAIENT DISTRIBUTION LIST APPLICATION: DATE: County Offices and Cities: Chief Administrative Officer X_ Develop. Services Director, _X Public Works Director X_ Environmental Health X_ Assessor, lC Building Manager_ Sheriff _ BCAG _ ALUC _X_ LAFCo _ Air Quality Mgmt. _ Butte Co. Farm Bureau Biggs _ Gridley _ Chico Oroville _ Paradise Chico Airport Commission Animal Control X_ Agricultural Commission Irrigation District: Butte Water _ Biggs/W. Gridley Water _ Durham Irrigation OWID _ Paradise Irrigation _ Richvale Irrigation Table Mountain Irrigation _ Thermalito Irrigation _ Other Domestic Water Butte Water District _ California Water Service Co. _ Del Oro Water Co. OWID _ Thermalito Irrigation District _ Other - Sewer Butte Water District _ Themalito Irrigation _ Sterling City Sewer Main Skansen Subdivision (CSA 21) _ L.O.A. PUD Fire Protection _X_ California Department of Forestry, _ El Medio Fire Protection District Recreation Districts Chico Area Recreation _ Durham Area Recreation _ Feather River Rec. & Park Paradise Recreation & Park _ Richvale Recreation & Parks Utilities PG&E North - Chico _ Chambers Cable TV Pacific Bell PG&E South - Oroville _ _ Viacom Cable TV State Agencies CalTrans (Traffic) _ Dept. of Water Resources _ Dept. of Fish and Game _ Forestry (Attu: Craig Carter) _ Dept of Parks and Rec._ Highway Patrol _ Central Reg. Water Quality Cont. _ Caltrans, Aeronautics Program . _ Department of Conservation _ Off. of Mining Reclamation _ Off. of Governmental & Env. Relations Dept.Social Services, Comm.Care Licensing Federal Agencies US Forest Service _ US Bureau of Land Management US Fish & Wildlife Service Army Corps of Engineers _ Other Districts, Agencies, Committees, etc. Lime Saddle Dist _ Community Association _ _ Mosq. Abatement. Oroville/Butte Co Drainage _ Butte Env.] Council _ Paradise Pines Com. Assoc. _ Reclamation _ Cal Native Plant Society _ Butte Co. Mining Committee _ Forest Ranch Community Assoc. _ Butte Ck. Watershed Conservancy_ School Districts . ' o� 14e3Sjo%ft ISo•00 � ` L] E O T � T. 2 I N. R. 2E. M. D. A a M. r? PM 105-59/60 SM36 t�. � ti 1320 I �I ® ' 269.87AC. I T TFl ® SAC ' I . 92.69. Ac 54-88 Ac x, 93 84 r OJ A c 73 4s/ aoo 3.03 AC. JAc I 1 OQ 6.81 8/ RS 133-9 . 0 3 Ac I 33 N60 j9 OROV/LLE) 701 DURHA 34 s (DUR Sot9 Qk 1. J A c I p Q ti V I o6/ 5Bk cc 94 `� , LFM ;.; J Ac 15 2 Q is 2V sss.s 3S ao 27 25 23 Y.4 10 A c , 12!! 4 ` 49. AC °4.4 oG 64 O OTT f04 K L 4 NE1 ROAD —� I O 2 Eta p , I 4.4 a. ® 4O °Ac 4895 78.2Ac. 40Ac. 3 65 8OAc. — '•Pfi;�s8E ® p }` ENL RfiEO /89.85Ac. I O 90Ac. 66 sem; 34 33 i 678.19 AC. DEXA/L I Z9 :.ST )JAII i 3f 30 AN J2 L TT RD 10 AC _, - -Al c 69 O ' y;= 15-97AC X ' _ HA ML /IV -,1 or g O 47.38 Ac 33A ( 9 40 ZAC 41 NOTE= Tna. Pat& an for mpnllnt pwPow m `6�y I % only cod mc/ not conttlfuts Ipol porcels. 4b 34A `K JO AC y* 4 $ Assessor's Map, No.40-/4 _ - �r NOTE—ASSESSOR'S PARCEL BLOCK COUA>�/ O� BUtte� COII>f. _DURHAM STATE LAND SETTLEMENT M.OR. 8.•. 8 Pis. /6, /7 6 }& LOT NUMBERS SHOWN `inn 0.9- - - -- REV/SED, 9'-S& "A • • USE PERMIT and MINOR USE PERU COMMUNICATIONS FACILITY APPLICATION PACKET CHECI p �CEodr JUN 21 r . BUTTE COUNTY PLANNING DIVISION This checklist is designed to assist applicants in making sure all necessary information is included in their mmunication application packet for a cos facility. Please include this checklist along with your submittal. . Applicant Planner f . 1 • 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) 3. ❑ 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 Preater than 24" x 36". The finished plans shall be folded to 8%i" x 11 ". The detailed site plan must include: a. ❑ Name and address of Applicant, Engineer and/or person who prepared the plan. b. ❑ Property lines and lot dimensions. c. ❑ [a Assessor Parcel Number(s) and the street address. d. ❑ ❑' Proposed use and/or uses of the property. N e. ❑ ❑ Pr (&d landscaping plan, if applicable. f ❑ 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 rNSUFFICIENTiNFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. ❑ 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. ❑ Location of all slope banks, ponds, creeks, buttes, sloughs, rock outcroppings, natural drainage courses, irrigation canals and existing vegetation worthy of consideration for preservation, such as oak trees. i. ❑ a Any existing faults or fractures and geologic hazards. j. ❑ North arrow and scale of drawing. All plans shall be drawn to an engineering scale with the preferred scale of 1" = 20', with a north arrow preferably oriented to the too of sheet. k. ❑ ❑ Building setbacks from the ultimate road right-of-way (front, rear, sides). 1. ❑ Proposed and existing on-site driveways and/or roads. In. El 13Location, height, and materials of walls and fencesma re sections ( Y be required). Q ) n• ❑ ❑ All 4l eways, drawn to scale, on adjacent and across the street properties within 100 feet of the subject site. o. ❑ ❑ Exciting curbs, gutters, sidewalks and existing paving widths on-site or within 100 feet of the site, on adjacent and across the street properties. P. ❑ 0 NeJtst cross streets on both sides with plus or minus distances from subject site. Q• ❑ ❑ NA Approximate location of all buildings within 1,000 feet, on adjacent properties. r. ❑ ❑ 'Existing and nearest fire hydrants. S. ❑ Access, both pedestrian and vehicular, showing service areas and points of ingress and egress. t. ❑ ❑ Elevation contours, at a minimum per USGS maps. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE 2 4. ❑ ❑ Conceptual 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. e. ❑ ❑ . Erosion control measures (e.g. - slope landscaping). f ❑ ❑ Natural drainage. g• ❑ ❑ 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. ❑ ❑ One c of 8 %z" x 11" transparency reduction of the detailed siteP lan. 6. ❑ a A vicinity map showing closest major cross streets, zoning and existing land use.- The se: The following additional items are required ner Butte County Code Section 24-262.E. 7. ❑ OStatement of Justification: a. ❑ LJJ' Includes a description of the proposed Facility, including the type of facility being requested. IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 3 �Z • .!! b. ❑ ❑' Height from natural grade to the top of proposed Facility. c. ❑ Support equipment proposed. d. ❑ '' RFR/EMF and wattage output data including the number of channels. e.' ❑ [D- Horizontal and vertical location coordinates. 8. ❑ 9- Proposed elevations of the structure and any accessory buildings, including building height and other physical dimensions, drawn to graphic scale. Z 9. El [:1 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. El 1:1 Mock-ups required (may be required at any time during the processing of the permit). 11. ❑ El"A discussion 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. ❑ El""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. 11 El Agraphic depiction o t e searchtrring and all other technical criteria used in determining the proposed Facility location. 14. ❑ El 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. ❑ 5 Written evidence 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 16. 17 18. 19. 20 .;k ,0 . 9 0 The use of best available technology and/or construction to maximally achieve visual unobtrusiveness is mandatory. ❑ ❑ 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. ❑ 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. lW:k\ S'JLV'^;�- ❑ ��p�p ❑ A report, signed by a qualified radio 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. ❑ ❑ Landscaping and painting plans for the completed project. NIA.El 1:1 ProJ ects n Agnicultural Zones (A-5 through A-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 N r 21. ❑ ❑ Allap lictions for Facilities that are proposed to be located within the boundaries of any Comprehensive Airport Land Use Plan or Airport Area of Influence, as adopted or 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 copy 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 or to complete any required environmental review documents, as deemed necessary by the Department of Development Services, Public Works, Environmental Health Division, Butte County Fire Department, or Agriculture Commissioner. r .1 Signature: T� Applic t/Representative Signature: r. a- _ _�ZA'` Planner Receiving Application K FOR.%iS'SUBMITA.L:.CHECKLISCELLUP.WPD Date i5�14;�/> Date: )_Z%/01 IF INSUFFICIENT INFORMATION IS SUBMITTED, THE APPLICATION WILL BE DEEMED INCOMPLETE. 6 0-:310'!3i2001 15:50 5593229020 CPADAVE PAGE 01 r r' D.E. Miller, CPA Aepresenfing: AT&T Wireless Strips The Lyle Company, lac .Aa� tF11 ate TAX C0'V ;iK 1,lr;�i-JK FAQ ts") 312-WAO MAR* 1''2 2001 BUTTE COUNTY PLANK6 DIVISION OROVILLE, CALIFORNIA DOCUMENT TITLE:&li=- L TOTAL NUMBER OF PAGES: —7 TO: S%'�11� Z e-�7- ^ COMPANY: FAX NUMBER: 1;726- F ;726- rF ROM: 62iy i0 ZV/ r L "71 (including this page) I HE DOCUMENT BEING FAXED IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH 1T IS .ADDRESSED. AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAS. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT. OR THE EMPLOYEE OIt AGENT RESPONSIBLE FOR DELIVERING THE MESSAGE TO THE INTENDED RECIPIEAT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THE COMMUNICATION IS STRICTLY PRORMITED. IF YOU HAVE RECEIVE[) THIS COMMUNICATION IN ERROR; PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE AND RETURN THE ORIGINAL MESSAGL: TO US AT THE ADDRESS BELOW VIATHE UNITED STATES POSTAL SERVICE - 1534 East Houston - Fmno, California 93720-2749 Office: (559) 322-8467 Fax: (559) 322-9020 Cell: (559) 269-0709 E -Mail: cpadave@tr><eediaone.net 03/09/2001 15:50 5593229020• CPADAVE PAGE 02 D.E. miuer, CPA Repnaenzwg: AT&T Wireless Services The Zyk Company, Inc. March 9, 2001 Mr. Steve Betts, Associate Planner Butte County Planning Division 7 County Center Drive Oroville, CA.. 95965 Via Fax: (530) 538-7785 Dear Mr. Betts, Just :wanted to reiterate the projects we have been discussing. 0001 1r wafts MAR 1".2 2001 BUTTE COUNTY PLANN,NG DIVISION OROVILLE, CALIFORNIA This is an existing communication facility located at the NA'agaljia Community Church 13700 Old Skyway in Magalia; APN 065-470-033. The facility was originally constructed back in 1992 under your Use Permit No. 92-24. AT&T is proposing to remove the omni antennas at the top of the monopole and add three sectors each, with four panel antennas at about 2/34 the way up the pole. We have already provided you with photographs of the monopole at its current state along with photo simulations of what it would loots like alter completion of our pFoject I am cuYrently having a structural analysis being done that will incorporate our proposed charges. The analysis will be part of our filing with your B":l;ding Division %vhen film for a ue6=" building permit. Outside ' -r- — i ldingpC-i�it, please inforn—1 the of anything else 1 a3�i required to do. -. - 11L-- U1lil 0004 Bloomer 1 Le0 qy rl (�� This is an existing communication facility located amongst 10 othe Owers at Bloomer Mountain by Berry Creek, C.A.; APN 061-460-025. The facility was constructed back in 1994_ ,A, use 1534 East Houston Fresno, California 93720-2749 Office: (359) 322-8467 Fax: (559) 322-9020 Cell: (559) 269-0709 E -Mail: epadave@mediaone.net 1. 03/09/2001 15:50 5593229020 CPADAVE PAGE 03 permit was determined not to be required at the time since the area was zoned TP -160 - AT&T b0 -AT&T is proposing to remove the omni antennas at the top of the tower and add three sectors each with four panel antennas at about 1/i the way up the tower. I will have a new structural analysis done before filing for a new building permit. Outside of a new building permit, please inform me of anything else I am required to do. COOS ORhir Road i anis is an existing communication facility located at 83 Bronson Court in Oroville; APIA 036- 500-071. The facility was completely reinodeled back in 1994 ander. your Use Permit leo. 94-67. AT&T is proposing to remove the omni antennas at the top of the monopole and add three sectors. each with four panel antennas below the top of the pole. We have already provided you with photographs of the monopole at its current state along with photo simulations of what it would look like after completion of our project. I am currently having a structural analysis being done that will incorporate our proposed changes. The analysis will be part of our filing with your Building Division when filing for a new building permit. Outside of a new building permit, please inform me of anything else I am Tequired to do. COOS Durham -Dayton This is an existing communication facility located at 9039 £squon Road in Durham; ,ASN 040- 140-068. The facility was originally constructed back in 1995 and was deemed not to require a Use Permit due to being zoned A. -XO. AT&T is proposing to remove the omni antennas at the top of the monopole and add three sectors each with four panel antennas at about 2/3d the way up the tower. We have already provided you with photographs of the tower at its current state along with photo simulations of what it would look like after completion of our project. I am currently having. a structural analysis being done that will incorporatc our proposed changes. The analysis will be part of our filing with your Building Division. when ailing for a new building. permit. Outside of a new Building permit, please inform me of anything else I ani required to. do. I appreciate your help in these above matters. Sincerely, David Miller AT&T Wireless Service's Area Support Team (AST). (559) 322-8467 office (559) 269-0709 cell , MAR ? ?001 BUTTE COUNTY PLAN%! No DIVISION OROUILLE, CALIFORNIA 1534 East Houston - Fresno, California 93720-2749 Office: (559) 322-8467 Fax: (559) 322-9020 Cell: (559) 269-0709 E -Mail: cpadave@mediaone.net O JP � ons, White Papers O hl`u c) -ol.ag http://www.swedcom.coWprcducts/baseiscI0013.html Swe� f��STi�i6 /So C��h�e .►tel-�z' U ✓��,eh��� -.G'a9 Tcr�/ com SC 100 13 -Din Antennas 800 - 900 MHZ ENHANCED LOG -PERIODIC ANTENNA SC 100 13 -Din antenna PDF (which includes patterns and tabulated data). Adobe® Acrobat® ReaderTM' is required to view the "PDF" file. • Small Size • Aesthetically Pleasing • Suitable For TDMA/CDMA/GSM • High Return Loss { • Low Intermodulation • High Front-To-Back.(FTB) Ratio • Side Lobe Suppression Broadbanded . Sturdy Design • Down -Tilt Brackets Included Frequency Range: 800-900 MHz Impedance: 50 Ohms Connector Type: 7/16 Din Return Loss: 20 dB Polarization: Vertical Gain: 13 dl3d Front -To -Back Ratio: 28 dB Upper Side Lobe Suppression: 18 dB Intermodulation (2x25W): IM3 > 146 dB [1399 N] IM5 > 153 dB IM7/9 > 163 dB Power Rating: 500 W H -Plane (-3 dB Point): 95° - 980 V -Plane (-3 d6 Point): 80 = 90 Lightning Protection: DC Grounded -3 P 1 SS / Overall Height: 86 in. [2134 mm] Width: 6.5 in. [165 mm] Depth: 8 in. [203 mm] Weight Including Brackets: 36 lbs. [16:4 Kg] Wind Load Measured Up To:150 mph [240 Km/h] Wind Area (Side of Antenna): 4.79 sq. ft [0.44 sq. m] Lateral Thrust @ 113 mph/ 244 lbs. [1399 N] 180 Km/h (Worst Case): Radiating Elements Extrusion: Radome: Tilt Brackets: Antenna Bolts Aluminum Aluminum Grey PVC Hot Dip Galvanized Steel Stainless Steel X20` lZ pqne(s 1 of I 1/23/01 10:13 AM ii 1155 130 0 a 4 -1 4V V fir � C `L D,U, - W�V. RM�A M ��'r �,:1 0 a � �^ i ,, �:» L� `55 30 `%� � � � � . .� \q. . � y i DrYrak/ —a 04o.8>015 23-01 f4f4 kN-1 aAU*2581 IF s` BUTTE COUNTY ` —PLANNING DIVISlQ ...., t;�.,2'• �r. t�� ;.'� ,•he fit 04o. 18>005 23-01 NNNNN-29AU:4,:6531 BUTTE•COUNTY � .0 t, ~. A.`- - ~. / <No.16>007 23-01 N�0NN-14�U*2581 6 MR -BUTTE COUNTY ,PLANNING DIVISION Butte County + Surrounding Area 3 Year Design Plan AT&T WIRELESS CONFIDENTIAL i SCorning � J riall Merrill rland dMagalia `iNord Hwy '� SKNVR y[�loV Chico ii\�wanzanita 413idw� ruce Road paradise SHamilton City T. Chico j reenwood Dayton \\ 4Durham r.Dayton i dArtois GHwy 99/70 outh Wicks Corner MNillows wyl 62 butte City Gridley phir 2003 Sites 0 Point 2002 Sites ® Point 2001 Sites 0 Point 2000 Sites or Mods • Point Current System 0 Point Scale: 1" = 5.3 miles ePrinceton ' J pregon Peak r � Z O O � N, wZ L.J cc =a a- lJ 9 --�'_ 9 ���/o� 14d3S �o4e°p rQD°O lS.°3. :lss1So•oo Gq VW A. DATE RECEIPT NO. TOTAL RECEIVED PUBLIC WORKS LAFCO PLANNING PUBLIC SALES ENV. HEALTH FIRE NOEMOD F/G FEE OTHER APPLICANT RECEIVED FROM U,p oJ�a3 APS: 090- NO- 068, OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING RECEIPT 19635 ISSUED BY ' ,> COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC040140048000 AULSO AN W & ANNA W HEARING 9116 L TT ROAD ; DURHAM CA 95938 N0TlCE----,---, ' T �� PAUL 959383273 1800 23 OA/27/01 RETURNN TO SENDER.� PAULSON 2750 SIERRA SUNRISE TER APT 308 CHICO CA 95928-3996 AUMP ,1,11if11,,,1i1„11,fill ItlI„ifIflit.1„1 a� PUBLIC040140048000 AULSO AN W & ANNA W HEARING 9116 L TT ROAD ; DURHAM CA 95938 N0TlCE----,---, ' T �� PAUL 959383273 1800 23 OA/27/01 RETURNN TO SENDER.� PAULSON 2750 SIERRA SUNRISE TER APT 308 CHICO CA 95928-3996 AUMP ,1,11if11,,,1i1„11,fill ItlI„ifIflit.1„1 J \ COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC HEARING gf'r NOTICE 040140048000 PAULSON IVAN W & ANNA W 9116 LOTT ROAD DURHAM CA 95938 ...17.d� PAUL116 959361158 1B00 16 06/31/01, RETURN TO SENDER PAULSON 2750 SIERRA SUNRISE TER APT 308 CHICO CA 95428-3996 _ AUPIR M , • •:.' ._;'_': II,(,,,I,I,i,l,,fill , fit 1 fill I i,III „I,lI„1L„ii:l,f„i„INA „i,ifill III f� H 040140048000 PAULSON IVAN W & ANNA W 9116 LOTT ROAD DURHAM CA 95938 ...17.d� PAUL116 959361158 1B00 16 06/31/01, RETURN TO SENDER PAULSON 2750 SIERRA SUNRISE TER APT 308 CHICO CA 95428-3996 _ AUPIR M , • •:.' ._;'_': II,(,,,I,I,i,l,,fill , fit 1 fill I i,III „I,lI„1L„ii:l,f„i„INA „i,ifill III COUNTY OF BUTTE OFFICE OF PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED PUBLIC � x� HEARING o�� NOTICE • � Yl<< • ac�•._ ac a.- 040290024000 DIETZ NEALE W & MARGARET 2392 BLOSSOM LN DURHAM CA'95938 DIET39a* 959361158 .1201 16 06/31/01 RETURN TO SENDER DIETZ 9165 LOTT RD -DURHAM CA 95936-9760 RU4P7. 93& :�; JI,I,,,I,i�t,t,,,it„�I�I„►J„t - t,{i„�iti,,,li�;,ii� ,i,lf,��ifi,i„i,i„ � ,,i , -- r """ \\ _ I ;� \_ APPROVED Develo ment Plan DATE USE PERMIT _._ VARIANCE .--- MINO U.P......--ADM.PERMIIIT— — LANNING COMmISS. DIRECTOR OF DEVELOPMENT SERVICES 17 h N 0" 2 ENLARGED SITE PLAN X IT KAESTNEF ARCHITECTS & PLANNERS P.O. Box 1777 Empire, California 95319 2935 4th Street Ceres, California 95307 Office: (209) 538-8245 Fox: (209) 538-8241 AR C--13523 Expires 31 JAN. 2003 �� of eA��F� AT&T AT&T WIRELESS SERVICES 2729 Prospect Park Rancho Cordova, Cali ornia 95670 Office: (916) 857-6423 E C E 9 w J U N 2 8 2001 BUTTE COUNTY .PLANNING DIVISION THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AT&T WIRELESS AND is FURNISHED IN CONFIDENCE AS M INSTRUWENT Or SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING. REVIEW AND OR CONSTRUCTION or A SPECIFIC PROJECT- THIS DOCUMENT AND OR ITS CONTENTS MAY NOT BE REPRODUCED OR DISCLOSED 70 OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF AT&T WIRELESS. REVISIONS 7E:= DATE: DESCRIPTION: 3 REV ANTENNAS A- O z W Z 0 Z:N 0 oll Q; Z Q �0 � Lu 0 %b 2 CI I Z(A Lu 0 z Lu i.- 8, Cc W LQL-1 w 0 z q* Z a- a- < AREA J!PLAN ENLAR(GED PLAN EXTERI'IOR ELEVATION 01-110.260 IREV CUP -1.