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HomeMy WebLinkAbout078-010-071___l 41. COMM TOWER WITHOUT PERMIT 6/2/93 F 71 -- �36�1=n _ 93-3381-B PERMANN, JOHN & JOYCE O. "01 b-�f.Q' % 1 83 BRONSON, OROV (% -PREFAB BL :CELLULAR TOWER M-WAY.f' �doCON ROBERT FRANCK----SIERRA i ��-:;_ t- -'USE _ p - 94-1277 B, ,.E� PERMIT- -NO.- UP, 02-Oi —7 PERMANN, JOHN :98-0- AT & T WIRELESS SERVICES ` '►'trr- TOWERANTENNAS 8 3 131ZONSON CT, ORO ILLE �119 (NEW SHELTER BLDG & RELOCATB 2 AND, ,L ADD 1 ANTENAE)' 94-2906 _ /(I CELLULAR ONE � (TRANSMITT TOWER) - 01-1888 LASSELLRANCH PARTNERSNIP , w -- 83 BRONSON CT. OROVILLE CONT: DELTA CONST F� PANEL ANTENNA EX TOWER 1 04-3456 PERMAN, JOHN 83 BRONSON G, OROVILLE Cont: TBD REPLACE 3 EX ANTENNAS lG tom,' ' 1 1 1 05-1791 rMO RN4ANN, JOHN BRONSON CT, OROVILLE { nt: URS CORPORATION DIFYY EX ANTENNAS t October 30, 2001 AT&T Wireless Services 7112 N. Fresno Street. #460 Fresno, CA 93720 ,butte C 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 CERTIFIED MAIL Re: Use Permit UP_02_O1,_AP 036-500-071, Gentlemen: Enclosed is your validated Use Permit No. UP 02-01 to replace two omni directional antennas mounted at the top of an existing 130 foot tall monopple with twelve 4 square foot panel antennas centered at the 110 foot level located at 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 questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry 'd, USE PERMIT BUTTE COUNTY PLAN>`iING COMMISSION OCT 30 AW DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 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 two existing omni -directional antennas mounted on the top of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -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. iVlinor 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 I ■ 1 Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. 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 compliance with FCC OET 65 and its successors and such noncompliance shall constitute ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ It, 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. Fire Department 14. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 -foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. 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: /O�� / ,c Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting co truction, nor does it waive any other requirements. I ( L6, 6 LE—� 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 4 ■ w cingu.l,ar rasing thebarr.��1�u, June 10, 2005 Mr. Mark Michelena Associate Planner Butte County 7 County Center Drive Oroville, CA 95965 Re: Cingular Wireless (formerly AT&T Wireless) C005 Ophir Road Use Permit: UP 02-01 APN: 036-500-071 83 Bronson Court, Oroville, CA 95965 Dear Mark: In January of this year, AT&T Wireless and Cingular Wireless (Cingular) merged. One of the conditions of the merger required Cingular to sell its pre-existing network of cell sites to T - Mobile. This condition allowed Cingular to utilize the existing AT&T Wireless network here in the Western United States, specifically at the reference property. With the assimilation of the AT&T Wireless_Network, Cingular is now in need of modifying these cell sites to conform to Cingular's national upgrade standards. I represent Cingular in that effort. We are in need of modifying the existing permitted wireless telecommunications facility by replacing nine (9) existing antennas with nine (9) new "like -kind" antennas. I have enclosed an antenna design sheet to show the similarity of the new antennas with the old. These new antennas will be painted to match the existing monopole as per one of the conditions of the Use Permit. We also need to add eighteen (18) coax cables to the antennas which will be distributed through the middle of the monopole. Cingular will be performing a tower structural analysis to insure the structural integrity of the existing tower. The structural analysis will be submitted to the Building Department at the same time we submit drawings and the Building Permit Application. My plan is to submit for a Building Permit on or before June 21, 2005. At that time and subject to your review of the attachments, I would like to include in my submittal package, a decision rendered by your Department hopefully acknowledging the proposed modifications fall within substantial conformance of the original Use Permit and no further zoning procedures are necessary. This is the same request that was previously made on November 2, 2004 as per the enclosed letter. If that is the case, please sign your name below signifying your acknowledgement. If your signature is pending additional information, please do not hesitate to contact me at 619-743-0309. Since time is of the essence, please use the enclosed self-addressed and stamped envelop to mail this letter back to me. I would also be appreciated if you could have this letter faxed to me at 916-857-1352. I would like to thank you in advance for your time and attention to this important item. Frank Schabarum Site Acquisition Specialist Representing Cingular Wireless 619-743-0309 Attachments: Tower Photographs, Copy of UP 02-01, set of design drawings dated 6/7/2005, 11/2/2004 Acknowledgement Letter and Antenna spec sheet Acknowledged by Butte County Planning Division Name: MA9-k- /l7/G#C-Cc V,4 Signature: Date: Cv69�b� MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property)4 Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES COMMERCIAL 036,500-071 04-3456 PERMAN, JOHN 83 BRONSON G, OROVILLE Cont: TBD REPLACE 3 EX ANTENNAS "� 0 - S - nom r &4,U� t L t y JOB FINALED (Date) 4 , ' Signature =1 V=OK O = Not OK - = Not Applicable COMMERCIAL ' =Not Reedy Date UNDERFLOOR (Plans) OK except a's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Block outs -Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except q's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except M's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except +1's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protectioi 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underftr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Pib., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HO Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofinq Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv time you visit the job site) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL•LE) (530) 091-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE:1 www.buttecounty.nelldds PERMIT NO. P043456• • LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed. under provisions of Chapter 8 (wmmencing.wilh Section 7000) of Division 3.of. Issued Date: 02/01/2005 APN: 036-500-071-000 the Business and Professions Code, and my license Is In full force and effect. Licens�2z Cl : License Numb r: % Cl�(e-1 % / Site Address: 83 BRONSON CT ORO Date: S�Contractor. ♦ eco Map Index: OWNER -BUILDER DECLARATION Description: replace 3 antennas I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Lew for the following reason (Sec. 7031.5 Business and Professions Code: Any Gly or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior Owner: PERMANN JOHN J & JOYCE A to Its Issuance, also requires the applicant for such permit to file a 83 BRONSON CT signed statement that he or she Is licensed pursuant to the provisions of OROVILLE CA the Contractor's Slate License Law (Chapter 9.commencing with Secllon ' , 7000) of Division 3 of the Business and Professions Code) or that he or 95965 she is exempt therefrom and the basis for the alleged exemption. Any violation of Secllon 7031.5, by any epplicarit for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions ..Applicant: HARRY, ROCHELLE Code: The Contractors' State License Law does not apply to an owner of properly who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, 10370 OLD PLACERVILLE RD provided that such Improvements are not Intended or offered for 95827 sale. If however, the building or improvements are sold within one year of completion, the owner-bullder will have the burden of 916-801-3178 53.0-753-0551 proving that he or she did not build or Improve for the purpose of rochelle.harry@sbcglobal.net sate.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdosions Code. The Contractors' Slate License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for. such projects with a contractor(s) licensed Pursuant to the Conttac(ors' Stale License Law.): ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION License #: I her by'sffirm under penally of perjury one of the following declarations: , I have and will maintain a certificate of consent to self -Insure for., workers' compensation, as provided for by Section 3700 of the Labor Cade, for the performance of the work for which this .permlt • 'Ae6hitect: Is Issued. Engineer: ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance.of the worst for which this permit Is Issued. My workers' compensalion Insurance carrier and policy number are: Q Carrier. rl.��t` ��nr� Total Square Ft: 0 S. F. Policy ft: / :Z l ? % S — ZOU�% Valuation: $0.00 Census Code: O 1 certify that in the performance of (he work for which this permit Is Issued, I shall not employ any person In any manner so as to –/ become subject to the workers' compensation laws of California, and agree that if I should became subject to the workers' compensation provisions of Section 3700 of the Labor.Code, I shall forthwllh comply wit those provisions. Date: Z .. / ..• U Applicant: L;�� faIlure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred Thousand dollars ($100,000). In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY — - Tisis`y II Inhere Is u er!he pplicabIprovislons of Iha.Bldtq,Cnunly Cod Pnryc�r_,�„" I hereby affirm that there Is a construction lending agency for the Reso lions to do� r I dice d ebov ftSr w rve been paid. performance of the work for which This permit Is issued (Sec 3087 Clv:) B Dale: Name: Y PE MI PIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25605, 25533, and 25534 of the California Health and Safety Code; which regulate the storage, handling and use of hazardous materials. O Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the above Information Is correct, and Ihat •I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representati\tives of Butte County to enter upon the above mentioned property for Inspection purpos e. Print Name: J Q 1!� ✓L \ J u- `� Z, Signature: Date: 2- 1`0 '`U Owner ❑ Contractor 0 Agent for Owner DAgent for Contractor i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7838 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE M _.(530) 538-TS41 FAX#: (530)538-2140 PERMIT NO. P043456• • VA W6 WEBSIT9I, www.buttecounty.netWds eo 84UJB %N1 I! LICENSED CONTRACTORS DECLARATION ;14 I hereby affirm under penally of perjury that I am Licensed, under provisions of Chapter 9 (commencing.wilh Section 7000) of Division 3.of. Issued Date: 02/01/2005 APN: 036-500-071-000 the Business and Professions Code, and my license Is In full force and effect License Cl as License Numb r. Site Address: $3 BRONSON CT ORO Dater L///62.5�Contractor. ♦ G �U Map Index: OWNER -BUILDER DECLARATION Description: replace 3 antennas 1 hereby affirm under penalty of perjury [hat I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or. county which requires a permit to construct, alter, Improve, demolish-, or repair any structure, prior Owner: PERMANN JOHN J & JOYCE A to Its Issuance, also requires the applicant for such permit to file a 83 BRONSON CT signed statement that he or she is licensed pursuant to the provlsions of OROVILLE CA the Contractor's Stale License Law (Chapter 9.commencing with Secllon 7000) of Division 3 of the Business and Professions Code) or that he or 95965 she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500):): ❑ I, as owner of the property, or my employees with wages as their ., sole compensation,. will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions ..Applicant: HARRY, ROCHELLE Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, 10370 OLD PLACERVILLE RD provided that such Improvements are not Intended or offered for 95827 sate. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of 916-801-3178 530-753-0551 proving that he or she did not build or Improve for the purpose of rochelle.harry@sbcglobal.net sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for, such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ '1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: t•, ,r i WORKERS' COMPENSATION DECLARATION i . 4LIC,eftse #; I heir affirm under penally of perjury one of the following declarallons: c .:,. !• ®" I have and will maintain a certificate of consent to self•Insure for.i workers' compensation, as provided for by Section 3700 of ;the ;r; Labor Code, for the performance of the work for which this' permit'' Architect: Is Issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the perforrhance,of„ the work for which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: Carrier. �l.�T l'c�ny� Total Square Ft: 0 S. F. Policy il: Z :2 % '5--- ZOUValuation: $0.00 Census Code: ❑ I certify that in the performance of the work for which this permit Is Issued, 1 shall not employ any person In any manner so as to, become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' . compensation provisions of Section 3700 of the Labor.Code. I shall forthwith -comply wll those provisions. Date: Z Applicant: WA G: Failure to secure workers' compensation coverage.,is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. 2/7J CONSTRUCTION LENDING AGENCY Thl i p mit Is here Is u er the ppliceb provisions of the Butte C�unlyCt+dn anrlpr- I hereby affirm that there Is a construction lending agency for the Reso lions to d r I dlca d abov for w ve been paid. performance of the work for which this permit Is Issued (Sec 3097 CIv.) B Date: Name: Y PE MI PIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. O Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. nollflcatlan forms. I hereby certify that I have read this application, that the above Information Is correct, and That l am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purpos s. Print Name: Q VA✓L K-� `� l 'Signature: Dale: 0 Owner 0 Contractor, s •' ❑ Agent for Owner Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: P 9 k�� ASSESSOR PARCEL NUMBER Proposed Building Use: c0 Counter TechniciWerto Date: tot� U Items required in order apply fora permit. All boxes MUST be checked OR marked NA iply. 1.Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. �I 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form -. 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: 'r 24. Planning approval (A) Use: OL (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................... ..:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued,Telep one .� and hold for pickup. I have been infor ed�f h b •ve Tem and requirements for obtaining a building permit. Applica / i Date: 1. lif ex perm�p�plicati n'for the above items numbere . Plan Check Lefler / 2. iti ems required Cont actor, des n owner, was advised of t e above data by phone, ❑ mail, ❑ counter, by Date:J-16-0 Contractor,kdes>g er, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: _�Date: I AG Yellow: Building Division 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER CONTRACTOR Last Name�� "yq.,,1 irsl,tJm, Address M 6 Co City 0 QwI State ^ n_ c Zip q Phone Fax Lic. # E-mail Stj Licei seNumber ARCHITECT/ENGINEER CONTRACTOR Name bE) City�wfpF Address <c9_. sk) City State Zip -Phonea Page E-mail Lic. # Class ARCHITECT/ENGINEER Name `v6ff Wle Name �� 1 City�wfpF Address` 1 Za ZC0f—" <c9_. sk) ZDD Cay nn woo(l State Lpq Page �-y Planner E-mail Stj Licei seNumber APPLICANT NAME Name `v6ff Wle Address I /i2go OLJ) .uJ zV 1 Ll� �1CJ City�wfpF State tU Zpqvl Pho ( �— ���8 F 5�) E-mail r oc � x , For o ce use only: oning Flood Zone SRA Yes No Occ. SRA Type Const. Subdivision Name Carrier Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP BIN # LOCATION Prope Ad sa Ybn� 0 Ci�5w � U_ Cross Street SRA WORKER'S COMPENSATION Po���imber Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY -Name— Address Description or Stcope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 Received b : Amount: Bldg SRA Receipt #: 18 —75c7' Sheriff 8103 SMIP Date: j-7 ) �(-VIL T • Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6.- Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). n 13—Sanitation-and-site_plan-approval from_the_EmaronmentaLH-ealtbDepadment. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and'Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after.date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7.27_04 r SITE PLAN REVIEW APPLICATION Date: /e2� y��' q AP# a� (e Permit Number (if applicable) 4 �f-3YZ APPLICANT IIVFORIVIATION Parcel Size: Q -S Owners Name: e /� Owners Address: �s OY1 fOs'► ©/1(/�7,C-�c KAY Telephone No.: Situs Address: 3 �?}'Joyt� Q/} a? -L& Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory, ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ AgriculturalAxe t1 ® Other: Brief Explanation (if necessary): a,y)..f X, ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel S ❑ Well -fie cor� DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally. Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By I Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) , ❑ Watershed Protection Overlay Zone (See attached'standards and requirements) n Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) , ❑ 100 -Year Flood Plain: (See attached) o -Flood Zone: Flood Panel No.: Q(�np 7C0 0 ' Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained -from thd C lifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtdined from the California Reclamation Board) ElNorth Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: a Use Permit / p �-6 7/a2 -0E] Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------- ----------------------------____---------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 1 GP -Ak Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear !O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 4 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount r -Formula w ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: [I No❑ es Co nts: S 63 Rp - Qt j —SZk',�'O70 47 ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 A Subdivision Map/Parcel Map: Map Date of Recording: /-Z2 Lot: Book: Cp le Page: V- ' � d ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑,.Measures,shall betaken to,'control fugitive dust emissions�from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 0 u Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 O wN6RS ' CERT/F/LATE The undersigned being the only persons howng any record title interest in the herein described /ands, pursuonf to Section 66430 of the C 0mmment Code, do hereby consent to the preparation anal record/ng of%his Parcel /,fv r n —1 --Evej n Whitworth SURVEYORS CERT/F/CATE rhes mop was prepared by me or under my direction and /s based upon o field survey in conformance with the requirements of the Subdivision Mop Act of the request of re. uef-f"4-4e on I hereby that the Force/ Mop procedures of the loco/ agency have been complied with and That this Porce/ Mop contbrms to the approved Tentative Mop Trustee, Oroville Title. Company and the conditions of approval .thereof which were by� required to be fL/lfi//ed pr/oC tq.ahe-:recording of ,51A , the Porce/ Map. W IVLLLLt:.n) Oront M. Elliott,Jr. L.S. 3970 `tx Nes QI/M/ Iq i9�iG A'K�+, e- Q. 7p _. l I � mra.d�.Q.Lt�.c[.. !/� a•+✓ .t.o�Y�ar G..XJ T...NQS �J �ssa..atA�C., Pyr-sC...-L+ia�+ar.-c<c�..dd-�[.�m�• 's..s.ar �4.1Zw". ' -L.r.-�C...r.-�Gxct.u.:.u,:.��,at%a..aa.aY. .fi<fa �r-.t..�•- H�a�, -�✓'i° . State ofcol/fornio?ss •�` �C. a�G COUNTY SURVEYORS CERTIFICATE County of Butte J < "�� This map conarms with ilia requirements a, the O C Baa On this IC day of J. 1979, beore me, 'r/ Subdivision Mop Act and Loco/ Ordinance. - � a Notary Pubbe In and for The 60{ thonexclvsive easement off..ed For dedication said county .and state, personolly appeared Is not acc a pled at -this tim e. Mi'.d: At., zz, /97B -k CJey CasHeloerry,R.CE. 14119 known to me to be the persons that executed the ' Owners* Certificate herein, and duly acknowledged to me that they exacuted Nie some. Witness my hand and Orr/cro o/ Notary Public a, � uYCP. A. tOS6 RECORDERS CERT/F/CATS Filed this .12.vo day of N -C&fiAR 1578 of -9:#0 P& in Book &j of Maps, popes U-tI5e at the request of .,errs /moi-iA.. Et EA7 SERrAL Na. L. 1429-r ✓ ) Louise K/uender Butte County Recorder PAGE CZ4 .04 A0 FOR 6vL4YN wmlr—oRr" Being o portion or the NW% of Sectron3l T /9N, R4E, M.O.B.H. and more parficu/orgy described in OMciol Records Book 2 2 3 SPage 206 BUT T.- COUNTY, CALIFORNIA Erriott Wood/ of Stor Route Orovi//e, Co%frnio Sheet f of 2 Extendng t0 --_moi 6o•/�/i✓ Maly+w//e-Bop9eff Rd. i i Bxv 1550 O.R. page /45. #4179. ENFs F. N Mn'S BK Ifis.tt''6�.54 v As per Nearer 111• `� I I O/aaV/LLE AAM FOR PARCEL B 1 1 o I EVELVN WN/TWOR7H 2./! ACRES Pa. �E. p.Werl °j %el oro mme/rd OaoV/LLE _ Being oPor!/on of the A/W/S of Section 3/ Poc/nc Telephone T /9 N, 14E, M.QB.�M. and mrore H= 110 Deeds. p.5,. 449. Port/Cu/Or/y descrl6ed /n OfflC1o/ Records L se9•s4'se"W 4;0.or� d i sef•., `-ILocAr/oN xi Book 2235 , page 206 S. &U77E COUNTY, CAL/FORN/A� I 1 I I I PAL6RM0 PARCEL C s6A� '0 m 4.22 ACRES m p n A M I ,`0 S/TE MAO LEGENO BASIS OF BEAR/NES 1, • For/nd�.'"I.R R.C.E. 13,062. The Bos/S of Beor/ngs for th/s mop /J the • f I c i 2.) it Foun0`4'1P. R.c.E. 2436 south line of the NN!% of sold sec>ron 3/, beAvern of I 3)' Set Y. "I. P. L.S. 3970. found jP. R.C.E. 2435 and IP R.C.C. /3,062 sca/a /"• /00' m: io '^ 3 4) • Compt/t�ed an/y, taken as S89e S4'36"W os shown /n S)O AS per geek lSSo at Paye/Vfdt2 Mops, BooK 33, page 56. All d.eteeca Naeaere4 {Record n• W Je9Ke'36'W 400. a/' ,O I al lei lY/t9 J�'t' 00 V , 0 NB9.54'96•E /37I.9B' ALJ 8 I � a PARCEL O , I 0 pl $.BL ACRES a ; o°, I PARCEL A ; ,0 4 /3.43 ACRES ; y 0 ti IlV i' I W NaTE.' TNER6 /S NO EV/OENGE OF POTABLE WATER /N PARCELS A. C, OR O. O b0[eetN ffEX,CLVS lye easement Po. a,Q ss and,n ess.ynd p 2 2 ,� e II i� �1 I h gH'ere�lo`dr°o�6eC:aheVE`d..�"t�e fdS�..g�Ja,hereby I F o 0 0 � ' t ' -- '�! --------------------------- - �----~- ----- ----------------------------------------------------------------- -------------------- l 3e 3/ SERENE '-- J �— S 930.45 480.0/' � 1 � I37B. 27• �$LCT/Ov 31 4 a,54,36, { 922/WaorAeoF STor Route OroW//e, Co%rrrl/0 Sheet 2 ora rs 'te• USE PERMIT BUTTE COUNTY PLANNING COMMISSION Qom. 3 DATE: (Certified Mail Rec.) UP 02-01 PERMIT NO. 036-500-071 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 two existing omni -directional antennas mounted on the top of the 130 -foot tall monopole with twelve 5 -square foot panel antennas centered at the 110 -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 1 ■ Conditions of Approval: Planning Division 1. The existing omni -directional antennas shall be removed within one (1) month of activation of the new panel antennas. 2. 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. 3. The new antennas and mounting hardware shall be painted the same color as the existing monopole. 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 compliance with FCC OET 65 and its successors and such noncompliance shall constitute ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ 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. Fire Department 14. If any building or structure is placed on the ground the following conditions shall apply: a. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. The address sign may be placed on the fence next to the access gate. b. Provide an all weather access to all structures. The access shall have a minimum 10 -foot width and 15 -foot vertical clearance, and be able to accommodate a 40,000 pound fire apparatus. 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:(6�91/- Applicant ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 ■ NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before startingco st ction, nor does it waive any other requirements. JA C-- — - 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 4 ■ COUNTY OF BUTTE - DEPARTMENT OF PSVELOPMENT SERVICES - BUILDING DIVISION �7 County Center Drive • Oroville, a ifornia 95965 • Telephone (530) 538-754 NO. (Rev.12/96) R APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-500-071 ZONING AR -2.5 BUILDING PERMIT OWNER - John P e r m a n n TELEPHONE (530) 533x5132 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 83 Bronson Ct OroviLLe, CA 95965 Est Const 7500. CONTRACTOR'S NAME Delta Construction, Inc. TELEPHONE (916) 638-1772 CONTRACTORS MAILING ADDRESS 3261 Fitz eraLd Rd. Rancho Cordova CA 95742 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER Davidson Engineerin LICENSE NO. C 38041 Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 296 Covered Bridge Road Rogue River, OR 97537 Permit Fee $ -- Plan Checking Fee $ BUILDING ADDRESS 83 Bronson Ct Energy Plan Checking Fee $ Orovi Lle, CA 95965 $ PERMIT FEE $ LAT NO. SUBONISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Commerc i a L SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: Insta l L new panel antennas on an existing communication tower. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS FaTWT @20.00 T PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main ServiceeooV OR LESS 2OOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full foEce and effect. License Class C-1 U Lic. No. 434215 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service YOGA TO 1000A 46,00 NEW CONST. DW EwNo C OR ADDNS. ( s ADC. BLoOCUP. S. S° 3.50FT; NEW CONS MULTI -OUTLET ET NON RESID. @7.50 POWER APPARATts & SINGLE OUTLET CIF. Ex. OCCU OUTLET OR FV(TUREs BPL @ 1 0 Ex. Occup. oFixLI APPUIS ESID.°En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers'—Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. IP I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier American Alternative Insurance Corp Policy Number 20A2WC0008432-00 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth it comply with se provisi ns. X Date U Sig of pplica - ❑ er C tractor Agent( A rmit is required xcavati s o er 5'0" deep and demolition or construction of ct es over 3 stories in height. � MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ ` J 3� HAZ. ;— I D IMP _ FLOOD .-- COF PARCEL _ ro HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D tReceiptNo. AO -At to WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT kn KLEINFELDER -Anemployee owned company November 15, 2001 File: 26-2782-03 Mr. Jeff Baggaley Delta Construction 3261 Fitzgerald Road Rancho Cordova, California 95742 Subject: SPECIAL INSPECTION AT&T OPHIR OROVILLE, CALIFORNIA PERMIT NO. 01-1888 Dear Mr. Baggaley: At your request on November 14, 2001, Kleinfelder performed field -welding inspection of multi -pass fillet welds. Welding consisted of construction of the coaxial cable access hole located in Oroville, California. A certified welding inspector (CWI) performed special inspectio.i; deities included verification of welder qualification, welding procedure specification, welding process, and joint geometry. To the best of our knowledge, based on our observations all we!dinents observed were completed in accordance with AWS D1.1-00. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a ' completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding,this information, please contact the undersigned at (530) 222-7203 at your convenience. Very truly yours, EINFELDER, Inc. (11ob DeAr pond 7�? :'Traver E. "Corky" Metcalf, Tr., P.E. Project Manager Area Manager 2611L677 / 26-2782-02 November 15, 2001 C(� nght 2001, l��l 61i lder, In�. K T11I F`E'D E R rossroa s Drive, Redding, CA 96003 (530) 222-7203 (530) 222-3053 fax ..-.;...+',�: -.°y,..�. ..n+a.:t,•;m.z.ir--"��{r-��r.`,��,�,�..-�-•....;:z�.=..tiz�;��.+:�s`�Wx:����r'.;+r-��' y�-- .� �w _ - �. V HIK L l'NFELDER DAILY FIELD Project Name il'i A Project No. Project Location Kleinfelder Rep �'� yt 1 �t.�- / ';:•'t Weather./or'✓ Mileage 1 Reported to_2 with -3 at_, Time 4 arr_5 dep.— '6 Time reobserving 7 Time retesting UAssignment cancelled by 9 due to_ WELDING el r qual. papers 12 name_ 13 SSN_ rVed ing 15 in -progress 16 completed rformed by—welder(s) 28 previously reported 18 using 19 SMAW 20 FCAW 21 GMAW 22 process(es) with 23 E electrodes 24 E wire. 25 Vorified proper electrode storage. 26 Verified preheat temp. maintained at ° F. 27 Weldments observed consisted of the following: STRUCTURAL STEEL 29 CP 30 PP 31 multipass 32 single pass fillet welds joining 33 beam 34 girder to column conn. 35 base 36 connection 37 moment 38 stiffener plate to 39. WF 40 TS 41 column 42 beam conn. 43 PL to. PL conn. 44 column 45 beam spice Co.nn .46 angle 47 channel 48 (other) to conn. REBAR 49 Flare -bevel groove indirect butt splice joining '50 Bevel groove direct butt splice joining 51 No. 52 grade rebar for 53 chord bar splices 54 embeds 55 Verified preheat per AWS D1.4 CE requirements. DECKING, STUDS 57 Arc spot 58 Intermit. stitch welding of metal decking 59 Arc stud welding 60 Checked studs for soundness' 61 Perfmd_° bend tst on totl of—studs with_failure(s). LOCATION 64 at the following locations_ 65 floor 66 col. line 67 wall line 68 piece no. 80 Member check list 81 on file 82 attached REPORT 4 00 i tt 04=t/La' 10 YP j )� to � z i i iowor 4 Wo MATERIAL 85 Idenitifed material against 86 MTRs 87 and Ht. Nos. 88 Collected copy of MTRs 89 on file 90 attached 91 Obtained _ samples of 92 str steel 93 rebar 96 HS Bolts 94 identified as_ 95 list attached CONFORMANCE 97 Non-compliance conditions noted were brought to the attention of for corrective action. 98 Work observed was, to the best of my knowledge, in conformance with (99 approved) plans and specs 100 and applicable standards of workmanship. 101 with the exceptions 102 as follows 103 contained in the attached Non -Compliance Reports. 104 Acceptable members were marked with KLEINFELDER identification 105 tags 106 stamp Signed Date i i Ll Time Arrived �� :Or) Al Time Departed M Travel Time J/_,f S Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry High Strength Bolting Welding ❑ Bolts installed in Concrete ❑ Other: Name of Special Inspection company: lofl DAVIDSON ENGINEERING ` CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, Oregon 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 E-mail: wdavidson@tower-structures.com June 28, 2001 Mr. Ken Taylor AT&T WIRELESS SERVICES 2729 Prospect Park, 1st Floor Rancho Cordova, California 95670 o%/ 888 15u, n k QU04-11 .[� OE�ARTi�'r�' iii � Re: Rigorous Structural Analysis of (Existing) 125 Foot Tall 8/8 O� /aft• Self -Supporting Segmented Tapered 12 -sided Polygonal Pole for added support of 12 each Swedcom SC100-13Din CDMA/GSM panel antennas and 12 each runs of 1-5/8"� feed lines including new full sector antenna mount at + 110 ft AGL Project Location: Ophir Road Site - FCC RegNo 1014216 83 Bronson Court, Oroville, Butte County, California Lat: N 390 27' 48" Long: W 1210 34' 28" Pole Manufacturer: UNKNOWN AT&T Wireless Site: Ophir Road Site, Oroville, CA (AT&T Site Number 0005) DE Project No. 411-01 Dear Mr. Taylor: At your request, DAVIDSON ENGINEERING (DE) has completed a rigorous structural analysis of the subject pole 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 pole construction (excluding foundation), applicable design criteria, and the results of the quantitative self-supporting pole analysis and qualitative foundation analysis. EXISTING POLE CONSTRUCTION DOCUMENTATION No documentation is available for the existing pole construction. DAVIDSON ENGINEERING is in receipt of your facsimile transmittal dated 30 May 2001 which describes the pole member circumferences and wall thickness at the two pole splice locations. No information is available with regard to material types or material grades. Also, no information is available with regard to the existing foundation pier construction used for support of the pole, including concrete strength and reinforcing steel quantity, size, or material type. The undersigned accompanied Mr. Jim Daniel on a site visit on March 14, 2000 in which certain digital images (photographs) of the existing pole construction and currently supported antenna and ancillary equipment were obtained. These digital images clarified the existing antennas currently supported by the pole. Mr. Ken Taylor - AT&T WIRELESS SERVICES page 2 06/29/01 DESIGN CRITERIA Please refer to Section 1604 of the 1997 Uniform Building Code. The 1997 UBC defines EIA 222- F as a `recognized' design standard. Therefore, for purposes of this structural analysis and review, the applicable wind load design standard is EIA 222-F, dated June 1996. The pole strength design was founded on an 80 MPH basic wind speed without radial icing. Please note that Butte County currently requires a 75 MPH basic wind speed for design purposes. 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. Pole displacements (twist and sway) are only critical with respect to the currently existing 6 foot diameter microwave antennas mounted on the pole. The addition of the newly proposed cellular antennas will not impact the performance of the microwave antennas. This lack of 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 pole. 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 pole structural analysis is described as follows: Elevation Description Feed Line Notes 127' 15 ea DB833/834 R -F 110' 12 ea SC100-13Din CDMA/GSM 50' 1 ea 6 foot Std MW dish 35' 1 ea 6 foot HP MW dish 0' - 125' removable climbing step bolts 0' - 125' 1 ea safety climb 15 ea 7/8"� on AMPS platform 12 ea 1-5/8"� AT&T Wireless 1 ea EW63 w/ molded radome 1 ea EW63 w/ planar radome Antenna mount wind and dead loads were also included for each of the listed antennas. RESULTS OF ANALYSES No documentation exists with regard to the existing pole and foundation construction. Field measurements were taken under the direction of AT&T WIRELESS SERVICES. The measurements so obtained were provided to DAVIDSON ENGINEERING via facsimile transmittal dated 30 May 2001. Calculations were prepared based on the information contained in the facsimile transmittal. Calculations indicate that the existing vertical and lateral force -resisting structural members each have sufficient calculated strength capacity to accommodate the proposed antenna additions based on the stated design criteria (EIA 222-F; 80 MPH basic wind speed). Calculations further indicate that most of the structural members will have strength residual values between 100% and 150% after the Swedcom antennas are added to the structure. No documentation exists with regard the pole's supporting foundation or anchor bolts. However, a qualitative analysis indicates that the foundation should possess a factor of safety on the order of 3 or more. This qualitative analysis is based on the degree to which the pole is "over -designed". In Mr. Ken Taylor - AT&T WIRELESS SERVICES page 3 - 06/29/01 preparing calculations for the pole, it was assumed that the yield stress of the pole material was 36 ksi (1 ksi = one -thousand pounds per square inch). Ordinarily, polygonal poles manufactured for the cellular antenna industry are composed of material with a yield stress of 50 to 65 ksi. Therefore, there is a very high probability that the pole and its supporting foundation has a factor of safety of 2.78 or more. It is common and ordinary design practice to provide a minimum steel factor of safety of about 1.25 and a minimum foundation factor of safety of about 1.5 for wind and seismic loads. Calculations also indicate that the structure possesses adequate structural stiffness for the support of the existing microwave antennas. The maximum calculated rotation at the location of the 6 foot Std MW dish at 50 feet above ground level (about either the vertical or two horizontal axes) is about 0.27 degrees at an EIA 222-F specified operational displacement wind load of 50 MPH basic wind speed. Additionally, displacements are limited to a maximum of about 0.69 degrees about any axis even at the EIA strength design wind load of 80 MPH basic wind speed. This permits a 6 foot diameter microwave antenna with an operational frequency of 30 GHz or more to maintain its communication path in 50 MPH winds. AT&T WIRELESS SERVICES should independently verify with the antenna manufacturer that the foregoing maximum axial rotations are acceptable for maintaining the communications path of the microwave antennas. RECOMMENDATIONS AND CONCLUSIONS Calculations indicate that after the newly proposed full sector antenna mount and 12 each Swedcom SC100-13Din antennas are mounted at the 110 foot elevation AGL, the pole will continue to possess significant strength residuals for potential future antenna and feed line additions. The limiting factor appears to be the unknown foundation construction supporting the steel super -structure. Although not necessary at this point in time, site excavation to determine the existing foundation diameter and depth may become necessary 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 foot level at their earliest convenience. AT&T WIRELESS SERVICES should independently verify with the microwave antenna manufacturer that a maximum 0.27 degree rotation about any axis under the influence of an EIA 222- F specified operational wind load of 50 MPH basic wind speed is acceptable for maintaining communication path of the standard microwave antenna mounted at the approximate 50 foot elevation AGL. All feed lines shall be installed on the interior of the pole and therefore do not add to the lateral wind load on the structure. A new portal (hand -hole) detail is attached to, and accompanies this letter which describes the required material and access portal construction. The shape of the portal is rounded in order to eliminate stress concentrations typical at sharp corners. The elimination of these stress concentrations is important for the long-term viability of the structure. It is understood that the new hole cutting will be performed without acetylene torch equipment. The new holes will be cut by means of an abrasive cutting tool to prevent potential fire within the pole due to the possible presence of flammable bird nests on the pole's interior. Mr. Ken T4ylor - AT&T WIRELESS SERVICES page 4 - 06/28/01 DOCUMENTATION AND P.E. STAMP Five copies of abridged engineering calculations are supplied herewith. A full engineering package including a digital computer model will be permanently maintained by DE. The calculations provided herewith bear the stamp and 'wet signature' of D. Wayne Davidson, a Registered Civil Engineer in the state of California. Mr. Davidson is a registered Professional Structural Engineer in the state of Oregon and also possesses civil engineering registration in the states of Idaho, Wyoming and Wisconsin, and has a NCEES Council Record established and maintained with the National Council of Examiners for Engineering and Surveying. Mr. P Davidson has specialized in the structural engineering and design/review of guyed and self- supporting communication poles 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. 11 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 and pole 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 pole'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 pole 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, r-. me. C !1041 D. Wayne Davidson, P.E. �7doo PROJECT 125 Foot Tall Self -Supporting Monopole JOB No. DAVIDSON ENGINEERING Ophir Road Cell Site; Oroville, CA 296 COVERED BRIDGE ROAD 411-01 ROGUE RIVER, OR 97537 15411582-8074 CLIENT: AT&T WIRELESS SERVICES - Ken Taylor DATE Thursday, June 28, 2001 PAGE 1 of 1 II W Plate 3-1/2" x 3/8" ASTM A36 Mod.50 or ASTM A572 Gr 50 -- 1/2" plate A36 Fy = 36 ksi may be substituted for 50 ksi steel 2-1/2" A maxi mum of one portal shal l occur at any given elevation. Separate portal s by 120 degree r a d i al s. New portal s shat l be separated by 18 i nches i n v e r t i cal el e v a t i on. New portals shall be placed between elevation 100 and 110 feet AGL. Gri n p a i n and z n coati ng 1/2" c ear of wet d i nterface. Wel di ng shat l conform to AWS D1. 1. Use E7018 wel di ng electrodes. Remove all sl ag after wet di ng and appl y two coats ZRC pai nt . - appl y 2 top - coats of z nc -ri ch p a i n to match e x i s t i ng col or. DAPI DSp N ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 1 / 1 Calc. by Date AT&T ws site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" 21.82" across flats .88. 4 30. 79" ac flats .46 39. 81- ac flats 48. 25- acros flats CALCULATIONS S p at f o r m CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED — EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ORDINARY STRUCTURE ( I = 1.00 IMPLICIT a D88o6 ICING: NONE :100-13oin hennas on sector mount I solid MW h with molded o me It HP solid MW s wi f h planar dome SUPPORTED EQUIPMENT 1) TOP -MOUNT AMPS PLATFORM AND 3 EA DB 806 AT +125' 2) 12 EA SWEDCOM SC100-13DIN PANEL ANTENNAS AT +110' 3) 1 EA 6 FT SOLID MW DISH WITH MOLDED RADOME AT +50' 4) 1 EA 6 FT HP SOLID MW DISH WITH PLANAR RADOME AT +35' YY01-1998 T awtDiNG DEPARTWMV �ppRov►=r S/ 8/10 / ?. /-�- DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411 Al Client: AT&T Wireless Services -Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 2 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25-June-01 Number Coos Long 1210 34'28" Internet: www.tower-structures.com CALCULATIONS CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ) ORDINARY STRUCTURE ( 1 = 1.00 IMPLICIT ) ICING: NONE Total Structure Height; h = 125 ft Wind Velocity; V = 80 ; (MPH) ; Stagnation Pressure; q = .00256 Ibf / ft' x VZ = 16.3840 Ibf / ft' ; Radial Icing; R = 0.0 in ; ;Gust Response Factor, GH = 0.65 + 0.60 / (h / 33 ft )17J = 1.1460 ; POLE WIND LOADS; POLE WIND LOADS (U7 +0.0' TO +42.00' AGL; ;Outside Pole Diameter (across flats); OD1op = 37.805 in ; ODbott = 48.25 in ; Wall Thickness; TH1 = 0.4375 in ; L1 = 46.50 ft ;Diameter reduction per foot of height; DRED1 = (ODbott- ODtop) / L 1 = 0.224623656 in / ft ; Pole Diameters 0) +0.00' to +42.00' (across flats) At, h = 0.00 ft; ODI = ODbott - (DREDI x h) = 48.2500 in; At; h = 5.00 ft; OD2 = ODbott - (DRED1 x h) = 47.1269 in; At; h = 10.00 ft; OD3 = ODbott - (DRED1 x h) = 46.0038 in; At; h = 15.00 ft; OD4 = ODbott - (DRED1 x h) = 44.8806 in; At; h = 20.00 ft; OD5 = ODbott - (DRE01 x h) = 43.7575 in; At; h = 25.00 ft; ODs = ODbott - (DRED1 x h) = 42.6344 in; At; h = 30.00 ft; OD7 = ODbott - (DREDt x h) = 41.5113 in; At; h = 35.00 ft; OD8 - ODp mD ED1 x h) = 40.3882 in; At; h = 40.00 ft; O <Dg - yODDott �= i� �R�E01 �•h ) = 39.2651 in; �: At; h = 42.00 ft; o - ODbott - DREp1h) = 38.8158 in Distributed Pole:`Wihd Loads (Z. +0.00',41 +42.00' ; Pole force coefficient; CFP = 0.79 ; At +0.0' to +5.00' ;333,,I�p3fff )� x GH x CFP x (OD, +OD2) 12 112 = 58.95 Ibf / ft ; ..�� ; At +5.00' to +10.00 , WiZ='q.74( 33 / 33 ft)zn x GH x CFP x (OD2 +OD3) / 2 112 = 57.56 Ibf / ft; At +10.00' to +15.00' ; W3 = q x ( 33 / 33 ft)27 x GH x CFP x (OD3 +OD4) / 2 / 12 = 56.171bf / ft; At +15..00' to +20.00' ; W4 = q x ( 33 / 33 ft )v' x GH x CFP x (OD4 +OD5) / 2 / 12 = 54.78 Ibf / ft ; At +20.00' to +25.00' ; WS = q x ( 33J 33 ft )v' x GH x CFP x (OD5 +ODs) / 2 / 12 = 53.40 Ibf / ft; At +25.00' to +30.00' ; - W6 = q x ( 33 / 33 ft )2" x GH x CFP x (ODs +OD7) / 2 / 12 = 52.01 Ibf / ft ; ; At +30.00' to +35.00' ; W7 = q x ( 33 / 33 ft )y' x GH x CFP x (OD7 +OD8) / 2 / 12 = 50.62 Ibf / ft; ; At +35.00' to +40.00' ; W8 = q x ( 37.5 / 33 ft )w x GH x CFP x (OD8 +OD9) / 2 / 12 = 51.06 of / ft; At +40.00' to +42.00'; W9 = q x ( 41 / 33 ft )v' x GH x CFP x (OD9 +OD 1o) / 2 / 12 = 51.35 lbf / ft; DA�/I DSp N ENGINEERING ,, :. CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 3 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number coos Long 1210 34'28" Pole Properties P- +0.0wall thickness; tw, =0.4375 in; n = 12; sides ; At +0.0'; Ro, = OD, / 2 / cos(15) = 24.9760; R1, = (OD 1 - 2 x tW1) / 2 / cos(15) = 24.5231; ;Areas; A01 =(112) x n x Ro12 x sin (2x15) = 1871.4074 int ; A1, = (1 / 2) x n x R112 x sin (2x15) = 1804.148 int; net Area; Al = ( (1 / 2) x n x Ro12 x sin (2x15)) - ((1/ 2) x n x R112 x sin (2x15)) = 67.259 in 2; ao, = 2 x (OD1 / 2) x tan(15) = 12.9285 in; ; all = 2 x ((OD1 - 2 x tw1)/ 2) x tan(15) = 12.6941 in; Moments of Inertia; lo, = Ao, x (6 x R012 - ao12) / 24 = 278813.7707 in4 ; I„ = All x (6 x R112 - an2) 124 = 259132.4738 in4 ; net Moment of Inertia; 11 = 10, - I1, = 19681.2969 in4 ; net Section Modulus; S, = 1, / Rol = 788.0072 in ; Torsional Moment of Inertia; ./, = 2 x 11 = 39362.5937 in4 ; Pole Properties 01) +5.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +5.0'; Roe = OD2 / 2 / cos(15) = 24.3947; R12 = (OD2 - 2 x tW1) / 2 / cos(15) = 23.9417; ; Areas ; A02 =(112) x n x R022 x sin (2x15) = 1785.2996 int ; Al2 = (1 / 2) x n x R122 x sin (2x15) = 1719.620 in 2; net Area ; A2 = ( (1 / 2) x n x R02 x sin (2x15)) - ( (1 / 2) x n x R122 x sin (2x15)) = 65.680 int; a02 = 2 x (OD2 / 2) x tan(15) = 12.6276 in; ; 6112 = 2 x ((OD2 - 2 x tw,)/ 2) x tan(15) = 12.3932 in; Moments of Inertia; 102 = A 0 x (6 x R02 - a022) 124 = 253746.3284 in4 ; 112 = Al2 x (6 x R122 -a122) 124 = 235419.5768 in4 ; net Moment of Inertia; 12 = 102 -112 = 18326.7516 in4 ; net Section Modulus; S2 = 12 / R02 = 751.2605 in Torsional Moment of Inertia; J2 = 2 x 12 = 36653.5032 in4 ; Pole Properties (617 +10.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +10. o , R03 = OD3 / 2 / cos(15) = 23.8133; R13 = (OD3 - 2 x tw1) / 2 / cos(15) = 23.3604; ;Areas; A03 =(112) x n x R032 x sin (2x15) = 1701.2198 int ; A13 = (1 / 2) x n x R132 x sin (2x15) = 1637.120 int; ; net Area ; A3 = ( (1 / 2) x n x R03 x sin (2x15)) - ( (1 / 2) x n x R132 x sin (2x15)) = 64.100 int; a03 = 2 x (OD3 / 2) x tan(15) = 12.3267 in; ; a13 = 2 x ((003 - 2 x tw,)/ 2) x tan(15) = 12.0922 in; Moments of Inertia; 103 = A03 x (6 x R032 - a032) 124 = 230408.4463 in4 ; 113 = A13 x (6 x R132 -a132) 124 = 213372.6171 in4 net Moment of Inertia; 13 = 103 -113 = 17035.8292 in4 ; net Section Modulus; S3 = 13 / R03 = 715.3914 in ; Torsional Moment of Inertia; J3 = 2 x 13 = 34071.6585 in4 ; Pole Properties (aD- +15.00' wall thickness; tw, = 0.4375 in; n = 12; sides ; At +15.0, Roo = OD4 / 2 / cos(15) = 23.2319; R14 = (OD4 - 2 x tw1) / 2 / cos(15) = 22.7790; . ; Areas ; A04 =(112) x n x R042 x sin (2x15) = 1619.1679 int ; A14= (1 / 2) x n x R142 x sin (2x15) = 1556.648 int; ; net Area ; A4 = ((1 / 2) x n x R042 x sin (2x15)) - ((1 / 2) x n x R142 x sin (2x15)) = 62.520 int; ;a04 = 2x (OD4 / 2) x tan(15) = 12.0257 in; ;a14 = 2x ((0D4 - 2 x tw1)/ 2) x tan(15) = 11.7913 in; Moments of Inertia; 104 = A04 x (6 x R042 - a042) 124 = 208718.6775 in4 ; 114 = A14 x (6 x 8142 -a142) 124 = 192911.6782 in4 ; net Moment of Inertia; 14 = 104 -114 = 15806.9993 in4 ; net Section Modulus; S4 = 14 / R04 = 680.3997 in ; ;Torsional Moment of Inertia; J4 = 2 x 14 = 31613.9986 in4; DAV I DSO N ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411 Al Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 4 / 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number 0005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties «) +20.00wall thickness; twl =0.4375 in; n = 12; sides ; At +20.0'; Roy = OD5 / 2 / cos(15) = 22.6506; R15 = (ODs - 2 x tw1) / 2 / cos(15) = 22.1976; Areas; Ao5 = (1 / 2) x n x R052 x sin (2x15) = 1539.1440 int ; Ai5 = (1 / 2) x n x Rr52 x sin (2x15) = 1478.204 int; net Area ; As = ( (1 / 2) x n x R052 x sin (2x15)) - ((1 / 2) x n x R152 x sin (2x15)) = 60.940 in 2; a05 = 2 x (OD5 / 2) x tan(15) = 11.7248 in ; ; a15 = 2 x ((OD5 - 2 x twi)/ 2) x tan(15) = 11.4903 in ; Moments of Inertia; 105 = A05 x (6 x R052 - a052) 124 = 188597.5394 in4 ; I15 = A15 x (6 x Rr52 -a152) 124 = 173958.8081 in4 ; ;net Moment of Inertia; 15= 105-115 = 14638.7313 in4 ; net Section Modulus; S5 = 15 / R05 = 646.2855 in ; ; Torsional Moment of Inertia ; J5 = 2 x 15 = 29277.4626 in4 ; Pole Properties (a) +25.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +25.0'; Rob = ODs / 2 / cos(15) = 22.0692; R16 = (ODs - 2 x t 1) / 2 / cos(15) = 21.6163; ;Areas; A06 =(112) x n x R062 x sin (2x15) = 1461.1480 int ; A16 = (1 / 2) x n x R162 x sin (2x15) = 1401.788 int; ; net Area ; A6 = ( (1 / 2) x n x R06 x sin (2x15)) - ( (1 / 2) x n x R162 x sin (2x15)) = 59.360 int; ; a06 = 2 x (ODs / 2) x tan(15) = 11.4239 in ; ; a16 = 2 x ((OD6 - 2 x twl)/ 2) x tan(15) = 11.1894 in ; Moments of Inertia; 106 = A 0 x (6 x R06 - a062) 124 = 169967.5137 in4 ; 116 = A16 x (6 x R162 - a162) 124 = 156438.0189 in4 ; ; net Moment of Inertia; 16 = 106 - I16 = 13529.4949 in4 ; net Section Modulus; S6 = 16 / R06 = 613.0489 in ; ; Torsional Moment of Inertia; J6 = 2 .1116 = 27058.9897 in4 ; Pole Properties OD +30.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +30.0, R07 = OD7 / 2 / cos(15) = 21.4878; R17 = (OD7 - 2 x tw1) / 2 / cos(15) = 21.0349; ; Areas ; A07 =(112) x n x R072 x sin (2x15) = 1385.1799 int ; A17 = (1 / 2) x n x R172 x sin (2x15) = 1327.400 in 2; ;net Area; A7 = ((1 / 2) x n x R07 x sin (2x15)) -((112)x n x R172 x sin (2x15)) = 57.780 int; a07 = 2 x (OD7 / 2) x tan(15) = 11.1229 in; ; a17 = 2 x ((OD7 - 2 x tw1)/ 2) x tan(15) = 10.8885 in; Moments of Inertia; 107 = A07 x (6 x R07 - ao72) 124 = 152753.0468 in4 ; I17 = A17 x (6 x R17 - a172) 124 = 140275.2873 in4 ; ;net Moment of Inertia; /7= 107-117 = 12477.7595 in4 ; net Section Modulus; S7 = 17 / R07 = 580.6897 in ; Torsional Moment of Inertia; J7 = 2 x 17 = 24955.5189 in4 Pole Properties (aD +35.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +35.0'; Ros = ODs / 2 / cos(15) = 20.9065; Rra = (ODs - 2 x twt) / 2 / cos(15) = 20.4535; ;Areas; Aos =(112) x n x ROs2 x sin (2x15) = 1311.2397 int; Als = (1 / 2) x n x Rise x sin (2x15) = 1255.040 in 2; ; net Area ; Aa = ((1 / 2) x n x Rose x sin (2x15)) -((112) x n x Rise x sin (2x15)) = 56.200 int; ; aoa = 2 x (ODs / 2) x tan(15) = 10.8220 in; ; ara = 2 x ((ODs - 2 x twl)/ 2) x tan(15) = 10.5875 in; ; Moments of Inertia; los = Aoa x (6 x Rose - aoa2) 124 = 136880.5493 in4 ; lis = Ars x (6 x R18 - a182) / 24 = 125398.5547 in4 ; ; net Moment of Inertia; la = 1o8 -1ra = 11481.9947 in4 ; net Section Modulus; S6 = 18 / Roe = 549.2081 in ; Torsional Moment of Inertia; Js = 2 x 18 = 22963.9893 in4 ; DAV I DSO N ENGINEERING ,y, -. CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 5 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole.Properties (Z� +40.00wall thickness; t,,,1 = 0.4375 in; n = 12; sides ; At +40.0, Rog = OD9 % 2 / cos(15) = 20.3251; RI9 = (ODg - 2 x twi) / 2 / cos(15) = 19.8722; ; Areas ; Aog =(112) x n x Rog2 x sin (2x15) = 1239.3275 in2 ; AIg = (1 / 2) x n x R 19 x sin (2x15) = 1184.708 in2; net Area ; Ag = ( (1 / 2) x n x R092 x sin (2x15)) - ( (1 / 2) x n x RI92 x sin (2x15)) = 54.620 in2; aog = 2 x (ODs / 2) x tan(15) = 10.5210 in; ; aig = 2 x ((ODs -.2 x tw1)/ 2) x tan(15) = 10.2866 in; Moments of Inertia; log = Aog x (6 x Rog2 - ao92) 124 = 122278.3965 in4 ; fig = AIg x (6 x RI92 -a192) 124 = 111737.7265 in4 ; net Moment of Inertia; 19 = l09 - IIs = 10540.6700 in4 ; net Section Modulus; Sg = I9 / Rog = 518.6039 in ; Torsional Moment of Inertia ; .Ig = 2 x Ig = 2 108 1.340 1 in4 ; Pole Properties (aD +42.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +42.0'; Roto = OD10 / 2 / cos(15) = 20.0925; RI10 = (OD10 - 2 x tW1) / 2 / cos(15) = 19.6396; ; Areas; Ao10 = (1 / 2) x n x RO102 x sin (2x15) = 1211.1305 in2 ; Allo = (1 / 2) x n x R1102 x sin (2x15) = 1157.142 in2; ; net Area ; A10 = ( (1 / 2) x n x Rojo x sin (2x15)) - ( (1 / 2) x n x R110 x sin (2x15)) = 53.988 in2; ; aolo = 2 x (0D10 / 2) x tan(15) = 1.0.4007 in; ; ano = 2 x ((OD10 - 2 x tw1)/ 2) x tan(15) = 10.1662 in; ; Moments of Inertia; 1010 = Ao10 x (6 x Ro102 - ao1o2) 124 = 116777.5619 in4 ; II10 = Allo x (6 x Rljo2 - aI1o2) 124 = 106598.5213 in4 ;net Moment of Inertia; 11o= 1010- I„o = 10179.0406 in4 ; net Section Modulus; S10 = l io / Ro10 = 506.6080 in ; ; Torsional Moment of Inertia ; J10 = 2 x 110 = 20358.0812 in4; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number .411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev' 296 Covered Bridge Road At; h = 55.00 ft; OD14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD 15 = ODbott - ( DRE02 x (h - 42)) = 35.7724 in; At; h = 65.00 ft; OD 16 = ODbott - ( DRED2 x (h - 42)) = 34.6509 in; 6 / 1 Rogue River, OR 97537 At; h = 75.00 ft; OD18 = ODbott - ( DRE02 x (h - 42) ) = 32.4078 in; At; h = 80.00 ft; OD 19 = ODbott - ( DRED2 x (h - 42) ) = 31.2863 in; x GH x CFP x (OD16 +OD17) / 2 112 = 51.70 /bf/ ft; At +70.00' to +75.00' ; Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 39o 27'48" At +80.00' to +85.00'; W19 = q x (82.5133 ft )� x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 /bf / ft; DWD 25 -June -01 Number 0005 Long 1210 34'28" Internet: www.tower-structures.com POLE WIND LOADS (CD +42.0' TO +85.00' AGL; ; Outside Pole Diameter (across flats); OD1op = 29.389 in ; ODbott = 39.81 in ; Wall Thickness; TH2 = 0.4375 in; L2 = 46.4583333 ft ;Diameter reduction per foot of height; DRED2 = (ODbott- OD1op) / L2 = 0.224308520 in / ft ; Pole Diameters (i� +42.00' to +85.00' . (across flats) At; h = 42.00 ft; OD 11 = ODbott - ( DRED2 x (h - 42)) = 39.8100 in ; At; h = 45.00 ft; OD12 = ODbott - (DRED2 x (h - 42)) = 39.1371 in; At; h = 50.00 ft; OD13 = ODbott - ( DRED2 x (h - 42)) = 38.0155 in; At; h = 55.00 ft; OD14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD 15 = ODbott - ( DRE02 x (h - 42)) = 35.7724 in; At; h = 65.00 ft; OD 16 = ODbott - ( DRED2 x (h - 42)) = 34.6509 in; At; h = 70.00 ft; OD17 = ODbOH - ( DRED2 x (h - 42)) = 33.5294 in; At; h = 75.00 ft; OD18 = ODbott - ( DRE02 x (h - 42) ) = 32.4078 in; At; h = 80.00 ft; OD 19 = ODbott - ( DRED2 x (h - 42) ) = 31.2863 in; At; h = 85.00 ft; OD20 = ODbott - ( DRED2 x (h - 42) ) = 30.1647 in ; Distributed Pole Wind Loads 0) +42.00' to +85.00' ; Pole force coefficient; CFP = 0.79 ; ; At +42..00' to +45.00' ; W11 = q x ( 43.5 / 33 ft )217 x GH x CFP x (OD11 +OD 12) / 2 112 = 52.80 /bf / ft ; At +45.00' to +50.00' ; W12 = q x ( 47.5 / 33 ft )2,7 x GH x CFP x (OD12 +OD13) / 2 112 = 52.92 lbf / ft; At +50.00' to +55.00'; W13 = q x (52.5133 ft )217 x GH x CFP x (OD13 +OD14) / 2 112 = 52.87 Ibf / ft; At +55.00' to +60.00'; W14 = q x ( 57.5 / 33 ft)b7 x GH x CFP x (OD 14 +OD 15) / 2 112 = 52.63 /bf / ft; At +60.00' to +65.00' ; W15 = q x (62.5133 ft )217 x GH x CFP x (OD15 +OD16) / 2 112 = 52.241&/ ft; ; At +65.00' to +70.00' ; W16 = q x ( 67.5133 ft )2,7 x GH x CFP x (OD16 +OD17) / 2 112 = 51.70 /bf/ ft; At +70.00' to +75.00' ; W17 = q x ( 72.5 / 33 ft )2/7 x GH x CFP x (OD 17 +OD 16) / 2 112 = 51.03 of / ft; At +75.00' to +80.00' ; W18 = q x ( 77.5 / 33 ft )2/7 x GH x CFP x (OD18 +OD19) / 2 112 = 50.24 Ibf / ft; At +80.00' to +85.00'; W19 = q x (82.5133 ft )� x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 /bf / ft; DAVIDSON ENGINEERING u. ,. CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 root Tall Steel Segmented Pole- Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 7 f 1 Calc. by Date AT&T ws Site Lat 39° 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower=structures.com DWD 25 -June -01 Number Coos Long 1210 34'28" Pole Properties (cD +42.00wall thickness; 62 = 0.4375 in; n = 12; sides ; At +42.00; Roil = OD11 / 2 / cos(15) = 20.6072; R111 = (OD„ - 2 x tw2) / 2 / cos(15) = 20.1542; ;Areas; Ao1, =(112) x n x Ro112 x sin (2x15) = 1273.9667 in ; Ally= (1 / 2) x n x R1112 x sin (2x15) = 1218.580 in2; ; net Area ; A„ = ((1 / 2) x n x R0112 x sin (2x15)) - ((1 / 2) x n x R1112 x sin (2x15)) =55.38 in2; ; ao„ = 2x (OD,1 / 2) x tan(15) = 10.6671 in; ; a11, = 2 x ((OD11- 2 x t,,2)12) x tan(15) = 10.4326 in; ;Moments of Inertia; loll = Ao„ x (6 x Ro112 - ao112) 124 = 129209.2660 in4 1111 =All, x (6 x R1„2 - an,2) 124 = 118218.5601 in4 , ;net Moment of Inertia; 111= /oil-/,,, = 10990.7059 in4; net Section Modulus; S„ = 111 / Ro11 = 533.3437 in ; ; Torsional Moment of Inertia; J11 = 2 x 111 = 21981.4119 in4 ; Pole Properties () +45.00' wall thickness; tw2 = 0.4375 in; In = 12; sides ; At +45.0, R012 = OD12 / 2 / cos(15) = 20.2588; R112 = (OD,2 - 2 x tw2) / 2 / cos(15) = 19.8059; Areas; A012 = (1 / 2) x n x R0122 x sin (2x15) = 1231.2619 in ; A112 = (1 / 2) x n x R1122 x sin (2x15) = 1176.822 in2; net Area ; Al2 = ( (1 / 2) x n x R0122 x sin (2x15)) - ((1 / 2) x n x R1122 x sin (2x15)) = 54.440 in2; ao,2 = 2 x (OD12 / 2) x tan(15) = 10.4867 in; ; a112 = 2 x ((OD12 -2 x tw2)/ 2) x tan(15) = 10.2523 in; Moments of Inertia; 1012 = A012 x (6 x Ro122 - a0122) / 24 = 120691.9717 in4 ; 1112 = A112 x (6 x R1122 - a1122) 124 = 110255.1789 in4 , ;net Moment of Inertia; 112= 1012-1112 = 10436.7928 in4; net Section Modulus; S12 = 112 / RO12 = 515.1723 in3 ; ; Torsional Moment of Inertia; J12 = 2 x 112 = 20873.5856 in4 ; Pole Properties (ED +50.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +50.00'; Ro13 = OD,3 / 2 / cos(15) = 19.6783; R113 = (OD,3 - 2 x tw2) / 2 / cos(15) = 19.2254; ; Areas; A013 = (1 / 2) x n x R0132 x sin (2x15) = 1161.7050 in2 ; A113= (1 / 2) x n x R1,32 x sin (2x15) = 1108.843 in2; ; net Area ; A13 = ( (1 / 2) x n x R0132 x sin (2x15)) - ((1 / 2) x n x R1132 x sin (2x15)) = 52.862 in 2; ; ao13 = 2x (OD13 / 2) x tan(15) = 10.1862 in; ;a113 = 2x ((OD13 - 2 x tw2)/ 2) x tan(15) = 9.9518 in; ; Moments of Inertia; 1013 = A013 x (6 x Ro132 - ao132) 124 = 107440.7996 in4 ; 1113 = A113 x (6 x R1132 - a1132) 124 = 97885.2879 in4 ;net Moment of Inertia; 113= 1013-1113 = 9555.5117 in4 ; net Section Modulus; S13 = 113 / Rol3 = 485.5866 in ; Torsional Moment of Inertia ; ,113 = 2 x 113 = 19111.0233 in4 ; Pole Properties 0) +55.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +55.00; Ro14 = OD,4 / 2 / cos(15) = 19.0977; R114 = (OD,4 - 2 x tw2) / 2 / cos(15) = 18.6448; ; Areas; Ao,4 = (1 / 2) x n x Ro142 x sin (2x15) = 1094.1703 in ; A114 = (1 / 2) x n x R1142 x sin (2x15) = 1042.886 in2; ; net Area ; A14 = ( (1 / 2) x n x R0142 x sin (2x15)) - ( (1 / 2) x n x 81142 x sin (2x15)) = 51.285 in2; ; ao14 = 2 x (OD14 / 2) x tan(15) = 9.8857 in ; ; a114 = 2 x ((OD 14 - 2 x tw2)/ 2) x tan(15) = 9.6513 in ; ; Moments of Inertia; 1014 = A014 x (6 x Ro142 - ao,42) 124 = 95311.9634 in4 ; 1114 = A114 x (6 x R1142 - a„42) 124 = 86586.6695 in4 ; ; net Moment of Inertia; 114 = 1014 - 414 = 8725.2939 in4 ; net Section Modulus; S14 = 114 / Ro14 = 456.8759 in ; ; Torsional Moment of Inertia ; J14 = 2 x 114 = 17450.5878 in4 ; ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project NumberDM"'DcOw 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 8 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (aD- +60.00wall thickness; tw2 =0.4375 in; n = 12; sides ; At +60.00; Ro15 = OD15 / 2 / cos(15) = 18.5172; R115 = (OD15 - 2 x tw2) / 2 / Cos(15) = 18.0642; ; Areas; A015 = (1 / 2) x n x R0152 x sin (2x15) = 1028.6580 int ; A115 = (1 / 2) x n x R1152 x sin (2x15) = 978.951 int; ; net Area ; A15 = ( (1 / 2) x n x R0152 x sin (2x15)) - ( (1 / 2) x n x R1152 x sin (2x15)) = 49.707 int; ; ao15 = 2 x (OD 15 / 2) x tan(15) = 9.5852 in ; ; a115 = 2 x ((OD15 - 2 x tw2)/ 2) x tan(15) = 9.3507 in ; ; Moments of Inertia; 1015 = A015 x (6 x R0152 - ao152) 124 = 84240.2267 in4 1115 = A115 x (6 x R1152 - a1152) 124 = 76295.6112 in4 ; ;net Moment of Inertia; 115= 1015-1115 = 7944.6155 in4 ; net Section Modulus; S15= 115 / Ro15 = 429.0402 in ; Torsional Moment of Inertia; J15 = 2 x 115 = 15889.2311 in4 ; Pole Properties (a. +65.00' wall thickness; tw2 = 0.4375 in; n = 12; sides At +65.00; R016 = OD16 / 2 / cos(15) = 17.9366; R116 = (OD16 - 2 x tw2) / 2 / cos(15) = 17.4837; Areas; Ao16 = (1 / 2) x n x R0162 x sin (2x15) = 965.1678 int ; A116 = (1 / 2) x n x R1162 x sin (2x15) = 917.039 int; net Area ; A16 = ( (1 / 2) x n x R0162 x sin (2x15)) -((1/ 2) x n x R1162 x sin (2x15)) = 48.129 int; ao16 = 2 x (OD16 / 2) x tan(15) = 9.2847 in; ; a116 = 2 x ((OD16 - 2 x tw7)/ 2) x tan(15) = 9.0502 in; ; Moments of Inertia; 1016 = A016 x (6 x Ro162 - ao162) 124 = 74162.3065 in4 ; 1116 = A116 x (6 x 81162 - a1162) 124 = 66950.3539 in4 ; net Moment of Inertia; 116 = 1016 -1116 = 7211.9525 in4 ; net Section Modulus; S16= 116 / Ro16 = 402.0796 in3 , ; Torsional Moment of Inertia ; J16 = 2 x 116 = 14423.9051 in4 ; Pole Properties (cD +70.00' wall thickness; tw3 =0.4375 in; n = 12; sides; ; At +70.0; Ro17 = 0D17121 cos(15) = 17.3561; R117 = (OD17 - 2 x t.3) 121cos(15) = 16.9031; ;Areas; A017 =(112) x n x RO172 x sin (2x15) = 903.7000 int ; A117 = (1 / 2) x n x 81172 x sin (2x15) = 857.149 int; ; net Area ; A17 = ((1 / 2) x n x Rol 72 x sin (2x15)) - ((1 / 2) x n x R1172 x sin (2x15)) = 46.551 int; ; ao17 = 2 x (OD17 / 2) x tan(15) = 8.9842 in; ; a117 = 2 x ((OD17 - 2 x tw3)/ 2) x tan(15) = 8.7497 in; ;Moments of Inertia; 1017 = Ao17 x (6 x Rol72 - ao172) 124 = 65016.8730 in4 ; 1117 = A117 x (6 x R1172 - a1172) 124 = 58491.0922 in4 ;net Moment of Inertia; 117= 1017-1117 = 6525.7809 in4 ; net Section Modulus; S17 = 117 / Rol7 = 375.9941 in ; Torsional Moment of Inertia; J17 = 2 x ►17 = 13051.5618 in4 ; Pole Properties (6 +75.00' wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +75.0'; Rots = OD18 / 2 / cos(15) = 16.7755; R118 = (OD18 - 2 x tw3) / 2 / cos(15) = 16.3226; ; Areas; A018 = (1 / 2) x n x R0182 x sin (2x15) = 844.2544 int ; A118 = (1/ 2) x n x R1182 x sin (2x15) = 799.281 int; ; net Area ; A 18 = ( (1 / 2) x n x Ro182 x sin (2x15)) - ( (1 / 2) x n x R1182 x sin (2x15)) = 44.974 int; ; ao18 = 2x (OD18 / 2) x tan(15) = 8.6836 in; ; a11s = 2 x ((OD1s - 2 x tw3)/ 2) x tan(15) = 8.4492 in; ; Moments of Inertia; 1018 = A018 x (6 x R0182 - aols2) / 24 = 56744.5503 in4 ; 1118 = A118 x (6 x R1182 - a1182) 124 = 50859.9737 in4 ; ; net Moment of Inertia; 118 = Io18 -1118 = 5884.5766 in4 ; net Section Modulus; Ste = 118 / Ro,8 = 350.7835 in ; ; Torsional Moment of Inertia; J18 = 2 x 118 = 11769.1531 in4 ; DAVIDSON ENGINEERING n CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services —Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 9 f 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number coos Long 1210 34'28" Pole Properties (ci) +80.00wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +80.0, R01g = OD1g / 2 / cos(15) = 16.1950; Rr1g = (OD1g - 2 x tw3) / 2 / cos(15) = 15.7420; ;Areas; Ao1g = (1 / 2) x n x Ro1g2 x sin (2x15) =786.831 int ; Ar1g = (1 / 2) x n x Rn92 x sin (2x15) = 743.435 in 2; ; net Area ; A19 = ((1 / 2) x n x RO192 x sin (2x15)) - ( (1 / 2) x n x R1192 x sin (2x15)) = 43.396 int; ; aolg = 2 x (OD19 / 2) x tan(15) = 8.3831 in; ; arlg = 2 x ((OD19 - 2 x tw3)/ 2) x tan(15) = 8.1487 in; ; Moments of Inertia; loig = Ao1g x (6 x R619 - ao192) 124 = 49287.9154 in4 ; .1119 = Al1g x (6 x R1192 - an92) 124 = 44001.0999 in4 ; net Moment of Inertia; I* = lois- h1g = 5286.8155 in4 ; net Section Modulus; Sig = 119 / Ro19 = 326.4480 in3 ; ; Torsional Moment of Inertia; Jig = 2 x 119 = 10573.6310 in4 ; Pole Properties (W +85.00' wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +85.0'; Roto = OD20 / 2 / cos(15) = 15.6144; R120 = (OD20 - 2 x tw3) / 2 / cos(15) = 15.1615; ; Areas; A020 = (1 / 2) x n x R0202 x sin (2x15) =731.429 int; A120 = (1 / 2) x n x R1202 x sin (2x15) = 689.612 int; ; net Area ; A20 = ( (1 / 2) x n x R020 x sin (2x15)) - ((1 / 2) x n x R1202 x sin (2x15)) = 41.818 int; ; a020 = 2 x (OD20 / 2) x tan(15) = 8.0826 in ; ; a120 = 2 x ((OD20 - 2 x tw3)/ 2) x tan(15) = 7.8482 in ; ; Moments of Inertia; 1020 = A020 x (6 x R020 - ao2o2) 124 = 42591.4992 in4 ; I120 = Ano x (6 x R12o2 - a1202) 124 = 37860.5255 in4 ; ;net Moment of Inertia; Ito = 1020-1120 = 4730.9737 in4; net Section Modulus; Seo = 120 / RO20 = 302.9876 in ; ; Torsional Moment of Inertia ; X20 = 2 x Ito = 9461.9475 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev, 296 Covered Bridge Road At; h = 100.00 ft; 10 / 1 Rogue River, OR 97537 OD25 = ODbott - ( DRED3 x (h - 85) ) = 26.3050 in ; At; h = 110.00 ft; OD26 = ODbott - ( DRED3 x (h - 85) ) = 25.1838 in ; At, h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85) ) = 24.0625 in ; At; h = 120.00 ft; Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com POLE WIND LOADS (CD +85.0' TO +125.00' AGL; Outside Pole Diameter (across flats); OD1op = 21.82 in ; ODbott = 30.79 = 30.790 in ; Wall Thickness; TH3 = 0.25 in ; L3 = 40.00 ft Diameter reduction per foot of height ; DRED3 = ( ODbott - ODtop ) / L3 = 0.224250000 in / ft ; Pole Diameters Ca +85.00' to +125.00' (across flats) At; h = 85.00 ft ; OD21 =. ODbott - ( DRED3 x (h - 85) ) = 30.7900 in ; At; h = 90.00 ft; OD22 = ODbott - (DRED3 x (h - 85)) = 29.6688 in; At; h = 95.00 ft ; OD23 = ODbott - ( DRED3 x (h - 85) ) = 28.5475 in; At; h = 100.00 ft; OD24 = ODbott - (DRED3 x (h - 85)) = 27.4263 in; At; h = 105.00 ft; OD25 = ODbott - ( DRED3 x (h - 85) ) = 26.3050 in ; At; h = 110.00 ft; OD26 = ODbott - ( DRED3 x (h - 85) ) = 25.1838 in ; At, h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85) ) = 24.0625 in ; At; h = 120.00 ft; OD28 = ODbott - ( DRED3 x (h - 85) ) = 22.9413 in, ; At; h = 125.00 ft; OD29 = ODbott - (DRED3 x (h - 85)) = 21.8200 in; Distributed Pole Wind Loads (cb_ +85.00' to +125.001 ; Pole force coefficient; CFp = 0. 79 , ; At +85.00' to +90.00'; W21 = q x ( 87.5 133 ft )w x GH x CFP x (OD21 +OD22) / 2 112 = 49.37 /bf/ ft ; ; At +90.00' to +95.00' ; W22 = q x (92.5 / 33 ft )w x GH x CFP x (OD22 +OD23) / 2 112 = 48.301bf / ft ; ; At +95.00' to +100.00' ; W23 = q x (97.5 / 33 ft )w x GH x CFP x (OD23 +OD24) / 2 / 12 = 47.15 lbf / ft; At +100.00' to +105.00' ; W24 = q x ( 102.5 / 33 ft)27 x GH x CFP x (OD24 +OD25) / 2 / 12 = 45.91 /bf / ft; At +105.00' to +110.00' ; W25 = q x ( 107.5 / 33 ft )w x GH x CFP x (OD25 +OD26) / 2 112 = 44.60 lbf / ft ; At +110.00' to +115.00' ; W26 = q x ( 112.5 / 33 ft )v' x GH x CFP x (OD26 +OD27) / 2 112 = 43.21 /bf / ft ; At +115.00' to +120.00' ; W27 = q x ( 117.5 / 33 ft )w x GH x CFP x (OD27 +OD28) / 2 112 = 41.761bf / ft , At +120.00' to +125.00' ; W28 = q x ( 122.5 / 33 ft )y' x GH x CFP x (OD26 +OD29) / 2 112 = 40.24 /bf / ft ; DAVIDSON ENGINEERING W o CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing), 125 Foot Tall Steel Segmented Pole- Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 11 / 1 Calc. by Date AT&T WS Site Lat 39° 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34' 28" Pole Properties (o. +85.00wall thickness; tw3 = 0.25 in; n = 12; sides ; At +85.00; R021 = OD21 / 2 / cos(15) = 15.9381; R121 = (OD21 2 x tw3) / 2 / cos(15) = 15.6793; Areas; A021 = (1 / 2) x n x R0212 x sin (2x15) =762.066 int ; A121 = (1 / 2) x n x 81212 x sin (2x15) = 737.517 int; net Area ; A21 = ( (1 / 2) x n x R0212 x sin (2x15)) - ((1/ 2) x n x 81212 x sin (2x15)) = 24.550 in2; a021 = 2 x (OD21 / 2) x tan(15) = 8.2502 in; ; a121 = 2 x ((OD21 - 2 x tw3)/ 2) x tan(15) = 8.1162 in; Moments of Inertia; /021 = A021 x (6 x R0212 - a0212) 124 = 46234.2381 in4 ; 1121 = A121 x (6 x R1212 - a1212) 124 = 43303.4046 in4 ; net Moment of Inertia; 121= 1021-1121 = 2930.8335 in4 ; net Section Modulus; S21 '= 121 / R021 = 183.8888 in ; Torsional Moment of Inertia; .121 = 2 x 121 = 5861.6670 in4 ; Pole Properties (cD +90.00' wall thickness; tw3 = 0.25 in; n = 12; sides At +90.00; R022 = OD22 / 2 / cos(15) = 15.3577; R122 = (OD22 - 2 x tw3) / 2 / cos(15) = 15.0989; Areas; A022 = (1 / 2) x n x R0222 x sin (2x15) = 707.5746 in ; A122 = (1 / 2) x n x R1222 x sin (2x15) = 683.926 in2; net Area ; A22 = ( (1 / 2) x n x R0222 x sin (2x15)) - ( (1 / 2) x n x R1222 x sin (2x15)) = 23.648 in2; a022 = 2 x (OD22 / 2) x tan(15) = 7.9497 in; ; a122 = 2 x ((OD22 - 2 x tw3)/ 2) x tan(15) = 7.8157 in; Moments of Inertia; 1022 = A022 x (6 x R022 - a0222) / 24 = 39858.5913 in4 ; 1122 = A122 x (6 x R1222 - a1222) 124 = 37238.8467 in4 ; ;net Moment of Inertia; 122= 1022-1122 = 2619.7446 in4 ; net Section Modulus; S22 = 122 / Ro22 = 170.5821 in3 ; ; Torsional Moment of Inertia; ,122 = 2 x 122 = 5239.4892 in4 ; Pole Properties (a. +95.00' wall thickness; tw3 = 0.25 in; n = 12; sides At +95.00; R023 = OD23 / 2 / cos(15) = 14.7773; R123 = (OD23 - 2 x tw3) / 2 / cos(15) = 14.5185; Areas; A023 = (1 / 2) x n x R0232 x sin (2x15) = 655.1034 in ; A123 = (1 / 2) x n x R1232 x sin (2x15) = 632.357 in2; net Area; A23 = ( (1 / 2) x n x R0232 x sin (2x15)) - ( (1 / 2) x n x R1232 x sin (2x15)) = 22.747 in2; a023 = 2 x (OD23 / 2) x tan(15) = 7.6493 in ; ; a123 = 2 x ((OD23 - 2 x tw3)/ 2) x tan(15) = 7.5153 in ; Moments of Inertia; 1023 = A023 x (6 x 80232 - a0232) 124 = 34166.2470 in4 ; 1123 = A123 x (6 x R1232 -a1232) 124 31.834.7597 in4 ; ;net Moment of Inertia; 123= 1023-1123 = 2331.4873 in4 ; net Section Modulus; S23= I23 / RO23 = 157.7752 in ; Torsional Moment of Inertia; .123 = 2 x 123 = 4662.9745 in4 ; Pole Properties (a) +100.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +100.00; R024 = OD24 / 2 / cos(15) = 14.1969; R124 = (OD24 - 2 x tw3) / 2 / cos(15) = 13.9381; ; Areas ; A024 = (1 / 2) x n x R0242 x sin (2x15) =604.653 in ; A124 = (1 / 2) x n x R124 2 x sin (2x15) = 582.808 in2; ; net Area ; A24 = ( (1 / 2) x n x R0242 x sin (2x15)) - ( (1 / 2) x n x R1242 x sin (2x15)) = 21.846 in2; ; a024 = 2 x (OD24 / 2) x tan(15) = 7.3488 in ; ; a124 = 2 x ((OD24 _ 2 x tw3)/ 2) x tan(15) = 7.2149 in ; ; Moments of Inertia; 1024 = A024 x (6 x R0242 - a0242) 124 = 29106.5459 in4 ; 1124 = A124 x (6 x R1242 - a1242) 124 = 27041.3547 in4 ; net Moment of Inertia; 124 = 1024 - 1124 = 2065.1913 in4 ; net Section Modulus; S24 = 124 / R024 = 145.4681 in ; ; Torsional Moment of Inertia; J24 = 2 x 124 = 4130.3826 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole- Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 12 / 1 Rogue River, OR 97537 Tel: (5'41) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 39o 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties na. +105.00wall thickness; tw3 = 0.25 in; n = 12; sides ; At +105.00; R025 = OD25 / 2 / cos(15) = 13.6165; 8125 = (OD25 - 2 x tw3) / 2 / cos(15) = 13.3577; ; Areas ; A025 =(112) x n x R0252 x sin (2x15) = 556.2248 int; A125 = (1 / 2) x n x R1252 x sin (2x15) = 535.281 int; ; net Area ; A25 = ( (1 / 2) x n x R025 x sin (2x15)) - ( (1 / 2) x n x R1252 x sin (2x15)) = 20.944 in2; ; a025 = 2 x (OD25 / 2) x tan(15) = 7.0484 in ; ; a125 = 2 x ((OD25 - 2 x tw3)/ 2) x tan(15) = 6.9144 in; ; Moments of Inertia; 1025 = A025 x (6 x R025 - a0252) 124 = 24630.7805 in4 ; 1125 = A125 x (6 x R1252 - a1252) 124 = 22810.7940 in4 ; ;net Moment of Inertia; 125= 1025-1125 = 1819.9865 in4 ; net Section Modulus; S25 = 125 / R025 = 133.6607 in ; ; Torsional Moment of Inertia; J25 = 2 x 125 = 3639.9729 in4 ; Pole Properties (a) wall thickness; tw3 = 0.25 in; n = 12; sides; ; At +110.0'; R026 = OD26 / 2 / cos(15) 13.0361; R126 = (OD26 - 2 x tw3) / 2 / cos(15) = 12.7772; ; Areas; A026 = (1 / 2) x n x 80262 x sin (2x15) = 509.8172 in ; A126 = (1 / 2) x n x R1262 x sin (2x15) = 489.774 in2; ; net Area ; A26 = ( (1 / 2) x n x R0262 x sin (2x15)) - ((1/ 2) x n x R1262 x sin (2x15)) = 20.043 in2; a026 = 2 x (OD26 / 2) x tan(15) = 6.7480 in; ; a126 = 2 x ((OD26 - 2 x tw3)/ 2) x tan(15) = 6.6140 in ; Moments of Inertia; 1026 = A026 x (6 x R0262 - a0262) 124 = 20692.1943 in4 ; 1126 = A126 x (6 x R1262 -a1262) 124 = 19097.1916 in4 net Moment of Inertia; 126 = /026 - 426 = 1595.0026 in4 ; net Section Modulus; S26 = 126 / R026 = 122.3530 in ; Torsional Moment of Inertia; J26 = 2 x 126 = 3190.0053 in4 ; Pole Properties (a) +115.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +115.0'; R027 = OD27 / 2 / cos(15) = 12.4557; R127 = (OD27 - 2 x tw3) / 2 / cos(15) = 12.1968; ; Areas; A027 = (1 / 2) x n x R0272 x sin (2x15) = 465.4309 in ; A127 = (1 / 2) x n x 81272 x sin (2x15) = 446.289 in2; ; net Area ; A27 = ( (1 / 2) x n x R0272 x sin (2x15)) - ( (1 / 2) x n x R1272x sin (2x15)) = 19.142 in2; a027 = 2 x (OD27 / 2) x tan(15) = 6.4475 in; ; a127 = 2 x ((OD27 - 2 x tw3)/ 2) x tan(15) = 6.3136 in; Moments of Inertia; 1027 = A027 x (6 x R0272 - a0272) 124 = 17245.9823 in4 ; 1127 = A127 x (6 x 81272 - a1272) 124 = 15856.6127 in4 ;net Moment of Inertia; 127= 1027-1127 = 1389.3696 in4 ; net Section Modulus; S27 = 127 / RO27 = 111.5452 in3 ; ; Torsional Moment of Inertia; J27 = 2 x 127 = 2778.7392 in4 ; Pole Properties (cD- +120.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +120.0'; Roza = OD26 / 2 / cos(15) = 11.8753; 8128 = (OD28 - 2 x tw3) / 2 / cos(15) = 11.6164; ; Areas; A028 = (1 / 2) x n x R0282 x sin (2x15) = 423.0657 in2 ; A128 = (1 / 2) x n x R1282 x sin (2x15) = 404.825 in2; ; net Area ; A28 = ( (1 / 2) x n x R0282 x sin (2x15)) - ( (1 / 2) x n x R1262 x sin (2x15)) = 18.240 in2; ; a028 = 2 x (OD28 / 2) x tan(15) = 6.1471 in; ; a128 = 2 x ((OD28 - 2 x tw3)/ 2) x tan(15) = 6.0131 in; ; Moments of Inertia; 1028 = A028 x (6 x R028 - a0282) 124 = 14249.2911 in4 ; 1128 = A128 x (6 x R1282 -a1282) 124 = 13047.0740 in4 ; ;net Moment of Inertia; 128= 1028-1128 = 1202.2172 in4 ; net Section Modulus; S28 = 128 / RO28 = 101.2371 in ; ;Torsional Moment of Inertia; J28 = 2 x I28 = 2404.4343 in4 ; DAVIDSON ENGINEERING 0 ,. it CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 13 / 1 Rogue River, OR 97537 Calc. by Date AT ws site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number 0005 Long 1210 34'28" Poie Properties (a) +125.00wall thickness; tw3 = 0.25 in; n = 12; sides ; At +125.0'; R029 = OD29 / 2 / cos(15) = 11.2949; R129 = (OD29 — 2 x tw3) / 2 / cos(15) = 11.0360; ; Areas; A029 = (1 / 2) x n x R0292 x sin (2x15) = 382.7218 int; A129 = (1 / 2) x n x 81292 x sin (2x15) = 365.383 in 2; ; net Area ; A29 = ( (1 / 2) x n x R0292 x sin (2x15)) - ( (1 / 2) x n x 81292 x sin (2x15)) = 17.339 int; ; a029 = 2 x (OD29 / 2) x tan(15) = 5.8467 in ; ; ails = 2 x ((OD29 — 2 x t,3)/ 2) x tan(15) = 5.7127 in ; ; Moments of Inertia; 1029 = A029 x (6 x R029 — a0292) 124 = 11661.2185 in' ; 1129 = A129 x (6 x R1292 — a1292) 124 = 10628.5434 in ; ;net Moment of Inertia; 129= 1029-1129 = 1032.6751 in ; net Section Modulus; Sts = 129 / Ro29 = 91.4287 in ; ; Torsional Moment of Inertia; J29 = 2 x 129 = 2065.3503 in ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411:01 ' Client: AT&T Wireless Services — Ken Taylor Sheet no. I rev. 296 Covered Bridge Road 14 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27148" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Antenna Wind.and Dead Loads AMPSPlatform 0) +127.00' Wind and Dead Loads Provide future capability of converting 3 each DB806 antennas to 15 each DB8331834 R -F panel antennas; Area of AMPS Platform with 15 antennas and molded radome; AAMPs = 12.0 ft x 3.75 ft = 45.00 ftZ; use; CFP = 2.4 ; for triangular shape of platform PAMPs = 4 x ( 127 / 33 ft )2/7 x GH x CFP x AAMPS = 2980 lbf ; DLAMPS = 2000 lbf ; Antenna Dead Loads; DLarit = 15 x 30 lbf = 450 Ibf,' 1.2 each Swedcom SC100-13Din Danel .antennas 0+110' Wind and Dead Load Panel Dimensions; H = 86.0 in; W = 6.0 in ; D = 8.5 in ; Panel Antenna Area; ApAN = H x D / 144 = 5.08 ft' Antenna Top Elevation; tpAN = 113.5833 ft ; Antenna Bottom Elevation; bPAN = 106.4167 ft ;Average Antenna Height; ZPAN = (tPAN + bPAN) / 2 = 110.00 ft ;Antenna Height Coefficient; KZpAN = ( ZPAN / 33 ft )y' = 1.4106 ;Antenna Shape Factor Force Coefficient; CFPAN = 3.2 ; ( for 3 antennas on 3 faces `including mounts ) , PPAN = Q x KZPAN X GH X CFPAN x 3 X APA, = 1291 lbf ; ;Antenna and Mount Dead Load; DLPAN = 12 x 36 /bf + 650 /bf = 1082 Ibf ; ;Torsion; TpAN = PPAN x O.O in = 0 ; Ibf-in ; 6 Foot Diameter Solid MW Dish 0 +35' with planar radome Wind and Dead Load ; Dish Diameter; D = 6.0 ft 6 Foot Dish Area; AMw = Yr/ 4 x DZ = 28.27 fe Antenna Top Elevation; tMw = 38.0 ft ; Antenna Bottom Elevation; bMw = 32.0 ft ;Average Antenna Height; ZMw = (tMw + bMw) / 2 = 35.00 ft ;Antenna Height Coefficient; KzMw = ( ZMw / 33 ft )y' = 1.0170 ;Antenna Shape Factor Force Coefficient; CFMw = 1.72 r PMw = Q x KZMw X GH X CFMw x AMw = 979 lbf ; ;Antenna and Mount Dead Load; DLAM, = 6.5 ft x 10.8 Ibf / ft + 251bf + 281 Ibf = 376 lbf ; Torsion; TMw = PMw x 35.0 in = 32502 ; lbf-in ; DAVIDSON EN G I N E E RI N G a... CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Croville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 15 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number COOS Long 1210 34'28" 6 Foot Diameter Solid MW Dish A +50' with molded radome Wind and Dead Load ; Dish Diameter, D = 6.0 It 6 Foot Dish Area; AMw = n / 4 x DZ = 28.27 ft2 Antenna Top Elevation; tmw = 53.0 It ; Antenna Bottom Elevation; bMw = 47.0 ft Average Antenna Height; zMW = (tMw + bMw) / 2 = 50.00 ft ;Antenna Height Coefficient; KZMw = (zMw / 33 ft )w = 1.1261 ;Antenna Shape Factor Force Coefficient; CpFMW = 1.72 PMw = Q x KZMW X GH X CFMW X Amw = 1020 lbf ; ;Antenna and Mount Dead Load; DLAM1 = 6.5 ft x 10.8 Ibf / ft + 25 Ibf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 35989 ; Ibf-in ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 r Client: AT&T Wireless Services —Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 16 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T ws site Lat 39o 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Design (Strength Design -- 80 MPH basic wind speed) OTMo = 11726.382 ; kip — in ; Vo = 12.295 kips ; OTM42 = 6152.680 ; kip — in ; V3o = 9.272 kips ; OTM85 = 2347.017 ; kip — in ; V85 = 6.147 kips ; OTM125 = 73.350 ; kip — in ; V125 = 3.056 kips ; Bottom, Pole Section Design ; at +0.0'; w = 12.929 in; t = 0.4375 in; Fy = 36 ksi; SR = (w / t) x (Fy)''2 = 177.31; < 240; Section is compact; Use; Fb = 0.60 x Fy; So = 788.007 in ; bending stress at +0.0, fbo = OTMo / So = 14.881 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2.; S42 = 506.608 in ; bending stress at +42.0, fb42 = OTM42 / S42 = 12.145 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; Wall thickness maybe as thin as 5/16" and tubular pole section would still be adequate; Middle Pole Section Design at +42'; w = 10.667 in; t = 0.4375 in; Fy = 36 ksi; SR = (w / t) x (Fy)''2 = 146.29; < 240; Section is compact; Use; Fb = 0.60 x Fy; S42 = 533.344 in ; bending stress at +42'; fb42 = OTM42 / S42 = 11.536 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; S85 = 302.988 in"; bending stress at +85'; fb85 = OTM85 / S85 = 7.746 kips / in2 ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; Wall thickness maybe as thin as 5/16" and tubular pole section would still be adequate; Upper Pole Section Design at +42,- w = 8.25 in; t = 0.25 in; Fy = 36 ksi; SR = (w / t) x (Fy) 'n = 198.00; < 240; Section is compact; Use; Fb = 0.60 x Fy; S85 = 183.889 in3 ; bending stress at +85"' fb85 = OTM85 / S85 = 12.763 kips / in2 ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; 5125 = 91.429 in ; bending stress at +125'; fb125 = OTMI25 / S125 = 0.802 kips / in2 ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; Strength of pole sections exceed required bending strength by factor of approximately 2 or more even when 36 ksi material is assumed at 80 MPH basic wind speed Therefore, pole is adequate thru-out DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Footfall Steel Segmented Pole— Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services —Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 17 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Check Pole Deflections (c 50 MPH basic wind speed Tower Nodal Rotations Node 8 @ +35'; 4 = 0.192 degrees ; 6 foot diameter MW dish Node 12 @ +50'; �12 = 0.273 degrees ; 6 foot diameter MW dish Dish Frequencies ; Node 8: 6 At MW dish frequency; F13 is unknown ;Node 12: 6 ft MW dish frequency; F21 is unknown ; From Nomograph Figure C3 on page 75 of EIA 222-F; ;Maximum permissible 6 foot diameter dish frequency is > 30.0 GHz at �12 = 0.273 degrees; Antenna frequencies may be greater than 30.0 GHz and still remain operational at 50 MPH basic wind speed DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number a.11 -Q1 ` Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 18 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Qualitative Check of Existing Foundations Existing foundation diameter and depth are unknown insofar as no documentation can be found with regard to the existing pole or foundation construction. However, the existing pole is only stressed to approximately 50 percent of its allowable stress (even assuming a very low yield stress for the steel material). Ordinarily, the supporting foundation structure is designed to develop the full bending capacity of the pole with a significantly larger factor of safety used in the design of the foundation than would exist in the pole under the same environmental load condition. Therefore, based on the very low level of pole bending stress found in this analysis, it is extremely likely that the supporting foundation structure is adequate for safe resistance to the applied loads. Hence, existing foundation is OK by qualitative analysis (Factor of Safety of foundation is very likely greater than 3 under the applied loads) Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, -Jun%, 29•,, 2001 Member Label Page 1 of,,6 Multiframe4D Version 7.51 Length DE 125ft Pole OphirRd OrovilleCA AT&T 411-01=1 Project Details 0'-5' 1 2 60.0000 90.0000 Title: 2 Review (E) 125 ft Tapered Steel Pole 3 60.0000 Client: 0.0000 AT&T Wireless Services - Mr. Ken Taylor 3 4 Site: 90.0000 Site Coos (AWS Ophir Road Site) 4 15'-25' 4 Building: 60.0000 125 ft tall Steel Monopole of unknown manufacture 0.0000 5 Description: 5 83 Bronson Court, Oroville, CA 60.0000 90.0000 0.0000 Design Details 25'-35' 6 7 60.0000 90.0000 Job ID: 7 411-01 7 8 60.0000 Version: 0.0000 1 35'-42' 8 9 Company: 90.0000 DAVIDSON ENGINEERING 9 35'-42' 9 Designed by: 24.0000 DWD 0.0000 10 42'-45' Checked by: 11 DWD 90.0000 0.0000 11 Notes: 11 Butte County requires minimum 75 MPH basic wind speed, but AT&T requires 80 MPH 0.0000 12 50'-55' 12 Joint Coordinates (in) 60.0000 90.0000 0.0000 13 Joint Label x y z Type 1 Base 0.0000 0.0000 0.0000 Rigid 2 5' 0.0000 60.0000 0.0000 Rigid 3 0.0000 0.0000 120.0000 0.0000 Rigid 4 15' 0.0000 180.0000 0.0000 Rigid 5 60.0000 0.0000 240.0000 0.0000 Rigid 6 25' 0.0000 300.0000 0.0000 Rigid 7 19 0.0000 360.0000 0.0000 Rigid 8 35' 0.0000 420.0000 0.0000 Rigid 9 21 0.0000 480.0000 0.0000 Rigid 10 42' 0.0000 504.0000 0.0000 Rigid 11 45' 0.0000 545.7325 0.0000 Rigid 12 50' 0.0000 600.0000 0.0000 Rigid 13 55' 0.0000 660.0000 0.0000 Rigid 14 0.0000 720.0000 0.0000 Rigid 15 65' 0.0000 780.0000 0.0000 Rigid 16 0.0000 839.9999 0.0000 Rigid 17 75' 0.0000 900.0000 0.0000 Rigid 18 0.0000 960.0000 0.0000 Rigid 19 85' 0.0000 1020.0000 0.0000 Rigid 20 0.0000 1080.0000 0.0000 Rigid 21 95' 0.0000 1140.OdOO 0.0000 Rigid 22 0.0000 1200.0000 0.0000 Rigid 23 105' 0.0000 1260.0000 0.0000 Rigid 24 110' 0.0000 1320.0001 0.0000 Rigid 25 115' 0.0000 1380.0001. 0.0000 Rigid 26 120' 0.0000 1440.0000 0.0000 Rigid 27 125' 0.0000 1500.0000 0.0000 Rigid 28 127' 0.0000 1524.0000 0.0000 Rigid Member Geometry (in,deg) Member Label Jointl Joint2 Length Slope Orient. 1 0'-5' 1 2 60.0000 90.0000 0.0000 2 5'-15' 2 3 60.0000 90.0000 0.0000 3 5'-15' 3 4 60.0000 90.0000 0.0003 4 15'-25' 4 5 60.0000 90.0000 0.0000 5 15'-25' 5 6 60.0000 90.0000 0.0000 6 25'-35' 6 7 60.0000 90.0000 0.0000 7 25'-35' 7 8 60.0000 90.0000 0.0000 8 35'-42' 8 9 60.0000 90.0000 0.0000 9 35'-42' 9 10 24.0000 90.0000 0.0000 10 42'-45' 10 11 41.7325 90.0000 0.0000 11 45'-50' 11 12 54.2675 90.0000 0.0000 12 50'-55' 12 13 60.0000 90.0000 0.0000 13 55'-65' 13 14 60.0000 90.0000 0.0000 14 55'-65' 14 15 60.0000 90.0000 0.0000 15 65'-75' 15 16 60.0000 90.0000 0.0000 16 65'-75' 16 17 60.0000 90.0000 0.0000 17 75'-85' 17 18 60.0000 90.0000 0.0000 18 75'-85' 18 19 60.0000 90.0000 0.0000 19 19 20 60.0000 90.0000 0.0000 20 20 21 60.0000 90.0000 0.0000 21 •21 22 60.0000 90.0000 0.0000 22 22 23 60.0000 90.0000 0.0000 23 23 24 60.0001 90.0000 0.0000 24 110'-115' 24 25 60.0000 90.0000 0.0000 Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday,. June 29„ 2001 Weight 1 0'-5' Rigid/Rigid Page 2 of:6 Multiframe4D Version 7.51 Static DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 25 Rigid/Rigid 25 26 60.0000 90.0000 0.0000 26 5'-15' 26 27 60.0000 90.0000 0.0000 27 Dynamic 27 28 24.0000 90.0000 0.0000 Member Types Member Label Ox' Oy' Oz' Member Type Self Weight 1 0'-5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 2 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 3 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 4 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 5 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 6 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 7 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 8 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 9 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 10 42'-45' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 11 45'-50' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 12 50'-55' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 13 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 14 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 15 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 16 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 17 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 18 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 19 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 20 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 21 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 22 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 23 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 24 110'-115' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 25 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 26 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 27 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic Member Sections Member Label Group Section 1 0'-5' Custom3 Po12 48.25"x7/16" 2 5'-1`5' Custom3 Po12 46"x7/16" 3 5'-15' Custom3 Po12 46"x7/16" 4 15'-25' Custom3 Po12 43.75"x7/16" 5 15'-25' Custom3 Pol2 43.75"x7/16" 6 25'-35' Custom3 Po12 41.5"x7/16" 7 25'-35' Custom3 Po12 41.5"x7/16" 8 35'-42' Custom3 Po12 39.265"x7/16" 9 35'-42' Custom3 Po12 39.265"x7/16" 10 42'-45' Custom3 Po12 39.265"x7/16" 11 45'-50' Custom3 Poll 38.02"x7/16" 12 50'-55' Custom3 Po12 38.02"x7/16" 13 55'-65' Custom3 Po12 35.77110/16" 14 55'-65' Custom3 Po12 35.77110/16" 15 65'-75' Custom3 Po12 33.53110/16" 16 65'-75' Custom3 Po12 33.53"x7/16" 17 75'-85' Custom3 Po12 31.29"x.7/16" 18 75'-85' Custom3 Po12 31.29"x.7/16" 19 Custom3 Po12 29.67"xl/4" 20 Custom3 Po12 29.67"xl/4" 21 Custom3 Po12 27.43"xl/4" 22 Custom3 Po12 27.43"xl/4" 23 Custom3 Po12 25.18"xl/4" 24 110'-115' Custom3 Po12 25.18"xl/4" 25 Custom3 Po12 22.94"xl/4" 26 Custom3 Po12 22.94"xl/4" 27 Custom3 Pol2 21.82"xl/4" Section Properties Section A Ix ly J E G in^2 in^4 in^4 in^4 psi psi 012 48.25"x7/16" 67.2632 19679.5570 19679.5570 39359.1141 2.9501e+007 1.1400e+007 Po12 46"x7/16" 64.1040 17034.7510 17034.7510 34069.5019 2.9501e+007 1.1400e+007 012 43.75"x7/16" 60.9438 14637.9267 14637.9267 29274.8535 2.9501e+007 1.1400e+007 Po12 41.5"x7/16" 57.7836 12477.0851 12477.0851 24954.1703 2.9501e+007 1.1400e+007 12 39.265"x7/16" 54.6234 10540.2272 10540.2272 21079.4544 2.9501e+007 1.1400e+007 Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday,.June 29, 2001 Label Joint Axes dx dy dz 0x Oy Page 3 of�6 Multiframe9D Version 7.51 Base Local 0.0000 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01LI o12 38.02"x7/16" 52.8653 9555.2994 9555.2994 19109.5988 2.9501e+007 1.1400e+007 o12 35.77"x7/16" 49.7101 7944.4175 7944.4175 15887.8351 1.1400e+007 2.9501e+007 o12 33.53"x7/16" 46.5539 6525.5215 6525.5215 13051.0431 2.9501e+007 1.1400e+007 12 31.29"x.7/16" 43.3987 5286.6124 ' 5286.6124 10573.2247 2.9501e+007 1.1400e+007 Po12 29.67"xl/4" 23.6495 2619.8079 2619.8079 5239.1159 2.9501e+007 1.1400e+007 Po12 27.43"xl/4" 21.8474 2064.8486 2064.8486 4129.6972 2.9501e+007 1.1400e+007 Po12 25.18"xl/4'.' 20.0443 1594.8831 1594.8831 3189.7661 2.9501e+007 1.1400e+007 Po12 22.94"xl/4". 18.2412 1202.1318 1202.1318 2404.2536 2.9501e+007 1.1400e+007 Po12 2.1.82"xl/4" 17.3401 1032.9243 1032.9243 2064.8486 2.9501e+007 1.1400e+007 Total Mass (lb) 18728.8263 Joint Restraints and Prescribed Displacements (in,deg) Joint Label Joint Axes dx dy dz 0x Oy �z 1 Base Local 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 I� There are no springs i Joint Loads(lbf,lbf-in) TL +X 80MPH 1 Joint Label Load Mag 28127' Px 2980.0000 24110' Px 1291.0000 835' Px 929.0000 1250' Px 1028.0000 835' My 32501.9998 1250' My 35988.9998 2195' Py -78.0000 28127' Py -2450.0001 24110' Py -1082.0000 1250' Py -476.0000 835' Py -526.0000 { There are no prescribed joint displacements in TL +X 80MPH I Member Loads (lbf,lbf-in) TL +X 80MPH Member Label Load Shape Left Dist Right Dist Left Mag Right Meg 1 0'-5' Wx' Uniform - - -19.0546 2 5'-15' Wx' Uniform - - -18.1597 3 5'-15' Wx' Uniform - - -18.1597 1- 4 15'-25' Wx' Uniform - - -17.2648 - 5 15'-25' Wx' Uniform - - -17.2648 - 6 25'-35' Wx' Uniform - - -16.3690 - 7 25'-35' Wx' Uniform - - -16.3690 - 8 35'-42' Wx' Uniform - - -15.9790 - 9 35'-42' Wx' Uniform - - -15.4740 - 10 42'-45' Wx' Uniform - - -15.4740 11 45'-50' Wx' Uniform - - -14.9759 `- - 12 50'-55' Wx' Uniform - - -19.9759 13 55'-65' Wx' Uniform - - -14.0818 ;'- 14 55'-65' Wx' Uniform - - -14.0818 - 15 65'-75' Wx' Uniform - - -13.1877 - 16 65'-75' Wx' Uniform - - -13.1877 - 17 "75'-85' Wx' Uniform - - -12.2945 - 18 75'-85' Wx' Uniform - - -12.2945 19 Wx' Uniform - - -6.6995 - 20 Wx' Uniform - - -6.6995 - 21 Wx' Uniform - - -6.1890 - 22 Wx' Uniform - - -6.1890 23 Wx Uniform - - -5.6782 24 110'-115' Wx' Uniform - - -5.6782 25 Wx' Uniform - - -5.1678 26 Wx' Uniform - - -5.1678 �- 27 Wx' Uniform - - -4.9122 1 0'-5' Wx Uniform - - 4.9125 2 5'-15' Wx Uniform - - 4.7967 3 5'-15' Wx Uniform - - 4.6808 4 15'-25' Wx Uniform - - 4.5650 - 5 15'-25' Wx Uniform - - 4.4500 k - Multiframe Summary There are no thermal loads in TL +X 80MPH Analysis Settings Load TL +X Case 80MPH LC Type Static Analysis Nonlinear Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday,.June 290 2001 Page 4 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 6 25'-35' Wx Uniform - - 4.3342 - 7 25'-35' Wx Uniform - - 4.2183 - 8 35'-42' Wx Uniform - - 4.2550 - 9 35'-42' Wx Uniform - - 4.2792 _ 10 42'=45' Wx Uniform - - 4.4000 - 11 45'-50' Wx Uniform - - 4.4100 - 12 50'-55' Wx Uniform - - 4.4058 - 13 55'-65' Wx Uniform - - 4.3858 - 14 55'-65' Wx Uniform - - 4.3533 - 15 65'-75' Wx Uniform - - 4.3083 - 16 65'-75' Wx Uniform - - 4.2525 - 17 75'-85' Wx Uniform - - 4.1867 - 18 75'-85' Wx Uniform - - 4.1125 - 19 0.0031 Wx Uniform - - 4.1142 - 20 (P-d,P-D) Wx Uniform - - 4.0250 - 21 0.0040 Wx Uniform - - 3.9292 - 22 (P-d,P-D) Wx Uniform - - 3.8258 - 23 0.0048 Wx Uniform - - 3.7167 - 24 110'-115' Wx Uniform - - 3.6008 - 25 0.0053 Wx Uniform - - 3.4800 - 26 (P-d,P-D) Wx Uniform - - 3.3533 - 1 0'-5' Wy Uniform -. - -1.2083 - 2 5'-15' Wy Uniform - - -1.2083 - 3 5'-15' Wy Uniform - - -1.2083 - 4 15'-25' Wy Uniform - - -1.2083 - 5 15'-25' Wy Uniform - - -1.2083 - 6 25'-35' Wy Uniform - - -1.2083 - 7 25'-35' Wy Uniform - - -1.2083 - 8 35'-42' Wy Uniform - - -1.2083 - 9 35'-42' Wy Uniform - - -1.2083 - 10 42'-45' Wy Uniform - - -1.2083 - 11 45'-50' Wy Uniform - - -1.2083 - 12 50'-55' Wy Uniform - - -1.2083 - 13 55'-65' Wy Uniform - - -1.2083 - 14 55'-65' Wy Uniform - - -1.2083 - 15 65'-75' Wy Uniform - - -1.2083 - 16 65'-75' Wy Uniform - - -1.2083 - 17 75'-85' Wy Uniform - - -1.2083 - 18 75'-85' Wy Uniform - - -1.2083 - 19 Wy Uniform - - -1.2083 - 20 Wy Uniform - - -1.2083 - 21 Wy Uniform - - -1.2083 - 22 Wy Uniform - - -1.2083 - 23 Wy Uniform - - -1.2083 - 24 110'-115' Wy Uniform - - -0.6250 - 25 Wy Uniform - - -0.6250 - 26 Wy Uniform - - -0.6250 - 27 Wy Uniform - - -0.6250 - There are no thermal loads in TL +X 80MPH Analysis Settings Load TL +X Case 80MPH LC Type Static Analysis Nonlinear Options P-d,P-D Setting -- Incs=1, Tot=1.0000e-00:8 Joint Displacements (in,deg) Joint Label Load Case dx' dy' dz' ldx' Oy' Bz' 1 Base MPH (P-d,P-D) 0.0000 0.0000 0.0000 0.0000 0.0000 0.000C 2 5' MPH (P-d,P-D) 0.0356 -0.0007 -0.0000 -0.0000 0.0005 -0.067_ 3 MPH (P-d,P-D) 0.1446 -0.0016 -0.0000 -0.0000 0.0011 -0.140= 4 15' MPH (P-d,P-D) 0.3272 -0.0028 -0.0000 -0.0000 0.0017 -0.208C 5 MPH (P-d,P-D) 0.5841 -0.0045 -0.0000 -0.0000 0.0024 -0.281E 6 25' MPH (P-d,P-D) 0.9151 -0.0070 -0.0001 -0.0000 0.0031 -0.349E 7 MPH (P-d,P-D) 1.3207 -0.0103 -0.0001 -0.0000 0.0040 -0.423- 8 35' MPH (P-d,P-D) 1.8004 -0.0148 -0.0002 -0.0000 0.0048 -0.491`_ 9 MPH (P-d,P-D) 2.3542 -0.0204 -0.0002 -0.0000 0.0053 -0.565; 10 42' MPH (P-d,P-D) 2.5967 -0.0231 -0.0002 -0.0000 0.0055 -0.5925 11 45' MPH (P-d,P-D) 3.0454 -0.0283 -0.0003 -0.0000 0.0059 -0.638. 12 50' MPH (P-d,P-D) 3.6796 -0.0361 -0.0004 -0.0000 0.0064 -0.699E 13 55' MPH (P-d,P-D) 4.4449 -0.0463 -0.0005 -0.0000 0.0064 -0.7612 14 MPH (P-d,P-D) 5.3347 -0.0607 -0.0006 -0.0000 0.0064 -0.935E 15 65' MPH (P-d,P-D) 6.3983 -0.0806 -0.0008 -0.0000 0.0064 -1.093-- Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, -June 29. 2001 Page 5 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-0171 16 MPH (P-d,P-D) 7.5784 -0.1042 -0.0009 -0.0000 0.0064 -1.1598 17 75' MPH (P-d,P-D) 8.8243 -0.1305 -0.0011 -0.0000 0.0064 -1.2190 18 MPH (P-d,P-D) 10.1349 -0.1595 -0.0013 -0.0000 0.0064 -1.2833 19 85' MPH (P-d,P-D) 11.5083 -0.1912 -0.0015 -0.0000 0.0064 -1.3391 20 MPH (P-d,P-D) 12.9620 -0.2270 -0.0017 -0.0000 0.0064 -1.43`_4 21 95' MPH (P-d,P-D) 14.5082 -0.2674 -0.0019 -0.0000 0.0064 -1.5160 22 MPH (P-d,P-D) 16.1402 -0.3123 -0.0021 -0.0000 0.0064 -1.5950 23 105' MPH (P-d,P-D) 17.8493 -0.3615 -0.0023 -0.0000 0.0064 -1.6635 24 110' MPH (P-d,P-D) 19.6243 -0.4145 -0.0026 -0.0000 0.0064 -1.7242 25 115' MPH (P-d,P-D) 21.4522 -0.4706 -0.0028 -0.0000 0.0064 -1.7659 26 120' MPH (P-d,P-D) 23.3206 -0.5291 -0.0031 -0.0000 0.0064 -1.80i0 27 125' MPH (P-d,P-D) 25.2158 -0.5894 -0.0034 -0.0000 0.0064 -1.8172 28 127' MPH (P-d,P-D) 25.9770 -0.6136 -0.0035 -0.0000 0.0064 -1.8189 Joint Reactions (lbf,lbf-in) Joint Label Load Case Rx' Ry' Rz' Mx' My' Mi' 1 Base MPH (P-d,P-D) -12281.5774 23338.5867 0.5172 468.2996 -68476.010011726382.3135 2 5' MPH (P-d,P-D) 0.0002 0.0072 0.0000 0.0013 -0.0028 -0.0001 3 MPH (P-d,P-D) 0.0002 0.0103 0.0001 0.0046 -0.0015 0.0008 4 15' MPH (P-d,P-D) 0.0001 0.0102 0.0001 0.0092 0.0049 0.0017 5 MPH (P-d,P-D) -0.0002 0.0095 0.0001 0.0134 -0.0015 -0.5504 6 25' MPH (P-d,P-D) 0.0006 0.0206 0.0001 0.0189 0.0005 0.0039 7 MPH (P-d,P-D) -0.0001 0.0096 0.0001 0.0249 -0.0022 0.0050 8 35' MPH (P-d,P-D) 0.0005 0.0059 -0.0000 0.0273 0.0008 0.5500 9 MPH (P-d,P-D) 0.0004 0.0265 0.0033 0.0582 0.0003 0.0029 10 42' MPH (P-d,P-D) -0.0009 0.0225 -0.0022 0.0760 -0.0014 0.0023 11 45' MPH (P-d,P-D) -0.0000 -0.0229 -0.0008 0.0491 -0.0009 -0.5497 12 50' MPH (P-d,P-D) 0.0004 -0.0025 -0.0002 0.0333 -0.0000 -0.0091 13 55' MPH (P-d,P-D) -0.0011 -0.1381 -0.0007 0.0102 -0.0013 -0.0000 14 MPH (P-d,P-D) -0.0016 -0.0600 -0.0002 -0.0153 -0.0005 -0.2766 15 65' MPH (P-d,P-D) 0.0015 0.0867 0.0003 -0.0113 0.0023 0.2766 16 MPH (P-d,P-D) -0.0115 -0.5642 -0.0014 -0.0448 0.0010 0.2766 17 75' MPH (P-d,P-D) 0.0055 0.2780 0.0008 -0.0624 0.0014 0.0000 18 MPH (P-d,P-D) -0.0206 -0.8830 -0.0017 -0.0891 0.0021 0.0000 19 85' MPH (P-d,P-D) 0.0181 0.8234 0.0017 -0.0887 0.0022 0.2766 20 MPH (P-d,P-D) -0.0101 -0.3882 -0.0006 -0.0543 0.0015 0.1383 21 95' MPH (P-d,P-D) -0.0195 -0.6826 -0.0007 -0.0914 0.0026 0.0000 22 MPH (P-d,P-D) -0.0047 -0.0877 -0.0000 -0.1118 0.0033 0.0000 23 105' MPH (P-d,P-D) 0.0001 0.0521 0.0004 -0.1003 0.0031 0.0000 24 110' MPH (P-d,P-D) 0.0074 0.2886 0.0003 -0.0784 0.0025 -0.0691 25 115' MPH (P-d,P-D) -0.0495 -1.5720 -0.0010 -0.0993 0.0032 -0.034'6 26 120' MPH (P-d,P-D) 0.0388 1.2762 0.0010 -0.0993 0.0033 -0.0173 27 125' MPH (P-d,P-D) -0.0084 -0.2529 -0.0064 -0.1248 0.0041 -0.0086 28 127' MPH (P-d,P-D) 0.0551 1.7279 0.0075 -0.0905 0.0029 0.004,0 Sum of Reactions (lbf,lbf-in) TL +X 80MPH (P-d,P-D) Rx -12281.5765 Ry 23338.5885 Rz 0.5172 ^ Member Actions (lbf,lbf-in) Member Load Case Px' Vy' Vz' Tx' My' Mz' 1 TL +X 80MPH (P-d,P-D) 23331.2962 12295.4224 0.4615 -68476.0229 -455.2421 11726382.3135 (0'-5') -22188.1987 -12000.6732 -0.4615 68476.0229 427.5516 -10997498.4799 2 TL +X 80MPH (P-d,P-D) 22173.5123 12027.8005 0.3443 -68476.1526 -402.7853 10997498.4799 (5'-15' -21084.4567 -11740.0011 -0.3443 68476.1526 382.1287 -10284465.238.3 3 TL +X 80MPH (P-d,P-D) 21070.0338 11765.8848 0.2215 -68476.4032 -357.4361 10284465.2383 (5'-15' -19981.3084 -11485.0369 -0.2215 68476.4032 344.1478 -9586937.4093 4 TL +X 80MPH (P-d,P-D) 19967.1051 11509.7299 0.0916 -68476.7619 -319.0947 9586937.4093 (15'-25 -18932.3936 -11235.8318 -0.0916 68476.7619 313.5999 -8904570.3666 5 TL +X 80MPH (P-d,P-D) 18918.4853 11259.2505 -0.0450 -68477.2330 -288.7263 8904569.8135 (15'-25 -17884.0723 -10992.2547 0.0450 68477.2330 291.4281 -8237025.0159 6 TL +X 80MPH (P-d,P-D) 17870.4362 11014.4423 -0.1901 -68477.7991 -266.2540 8237025.015§ (25'-35 -16890.0512 -10754.3980 0.1901 68477.7991 277.6611 -7583959.4968 7 TL +X 80MPH (P-d,P-D) 16876.7506 10775.2736 -0.3433 -68478.4517 -252.8251 7583959.4968 (25'-35 -15896.6325 -10522.1809 0.3433 68478.4517 273.4246 -6945035.8212 8 TL +X 80MPH (P-d,P-D) 15366.2291 9607.9889 -0.3828 -35978.3577 23.3311 6945036.3743 (35'-42 -14440.1486 -9352.6990 0.3828 35978.3577 -0.3621 -6376215.6395 9 TL +X 80MPH (P-d,P-D) 14431.9712 9365.3533 -0.4372 -35978.8655 8.8588 6376215.6395 (35'-42 -14061.6335 -9262.6577 0.4372 35978.8655 1.6348 -6152679.9202 10 TL +X 80MPH (P-d,P-D) 14055.6822 9271.7212 -0.4842 -35979.2523 5.3714 6152679.9202 (42'-45 -13411.8889 -9088.1084 0.4842 35979.2523 14.8353 -5769578.9570 11 TL +X 80MPH (P-d,P-D) 13403.3593 9100.6494 -0.5529 -35979.8120 -4.6604 5769578.4038 (45'-50 -12593.4533 -8861.3455 0.5529 35979.8120 34.6634 -5282202.2963 12 TL +X 80MPH (P-d,P-D) 12121.1173 7840.8224 -0.4772 5.8865 409.5757 5282202.2963 Multiframe Summary Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 2% 2001 Page 6 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01--1 (50'-55 -11225.9384 -7576.4945 0.4772 -5.8865 -380.9449 -4819682.97_`0 13 TL +X 80MPH (P-d,P-D) 11210.0472 7599.7824 -0.4771 4.7711 380.9352 4819682.97`-0 (55'-65 -10369.0420 -7336.66.10 0.4771 -4.7711 -352.3100 -4371589.8275 14 TL +X 80MPH (P-d,P-D) 10347.6825 7366.6722 -0.4763 3.3564 352.3275 4371589.55C9 (55:-65 -9507.4062 -7105.5135 0.4763 -3.3564 -323.7489 -3937423.8928 15 TL +X 80MPH (P-d,P-D) 9493.6639 7123.9799 -0.4755 2.5025 323.7582 3937424.1653 (65'-75• -8707.4857 -6865.5294 0.4755 -2.5025 -295.2312 -3517738.6194 16 TL +X 80MPH (P-d,P-D) 8699.3847 6875.0772 -0.4766 2.0717 295.2724 3517738.896 (65'-75 -7913.4208 -6619.9822 0.4766 -2.0717 -266.6770 -3112887.2077 17 TL +X 80MPH (P-d,P-D) 7906.5466 6628.5232 -0.4755 1.6967 266.7361 3112887.2077 (75'-85 -7174.3661 -6377.3835 0.4755 -1.6967 -238.2045 -2722710.0675 18 TL +X 80MPH (P-d,P-D) 7166.7941 6384.9005 -0.4771 1.3781 238.2906 2722710.0675 (75'-85 -6434.7747 -6138.2148 0.4771 -1.3781 -209.6673 -2347016.6313 19 TL +X 80MPH (P-d,P-D) 6427.3705 6146.8304 -0.4751 1.0278 209.7527 2347016.9073 -6031.3827 -5900.0525 0.4751 -1.0278 -181.2455 -1985610.3845 20 TL +X 80MPH (P-d,P-D) 6021.8840 5909.3513 -0.4755 0.6858 181.2963 1985610.5223 -5626.1385 -5667.9319 0.4755 -0.6858 -152.7663 -1638291.9085 21 TL +X 80MPH (P-d,P-D) 5539.3596 5673.8639 -0.4761 0.4240 152.8550 1638291.908.1 -5174.4349 -5438.2008 0.4761 -0.4240 -124.2919 -1304929.9634 22 TL +X 80MPH (P-d,P-D) 5167.3442 5444.8577 -0.4760 0.2365 124.4017 1304929.963 -4802.5459 -5215.4006 0.4760 -0.2365 -95.8443 -985122.1165• 23 TL +X 80MPH (P-d,P-D) 4796.8590 5220.6810 -0.4755 0.1157 95.9432 985122.116_• -4462.7664 -4997.7785 0.4755 -0.1157 -67.4153 -678568.1334 24 TL +X 80MPH (P-d,P-D) 3416.4874 3678.3437 -0.3318 0.0489 67.4929 678568.064- (110--1 -3082.3799 -3462.3941 0.3318 -0.0489 -47.5824 -464345.826= 25 TL +X 80MPH (P-d,P-D) 3078.4646 3464.4786 -0.3328 0.0140 47.6813 464345.791E -2774.9044 -3255.7799 0.3328 -0.0140 -27.7109 -262738.141C 26 TL +X 80MPH (P-d,P-D) 2774.7275 3257.0198 -0.3318 0.0010 27.8101 262738.123: -2471.0202 -3055.9203 0.3318 -0.0010 -7.9016 -73350.043`_ 27 TL +X 80MPH (P-d,P-D) 2470.3578 3056.2516 -0.3382 -0.0000 8.0264 73350.034E -2352.4648 -3056.2516 0.3382 0.0000 0.0905 0.004C Multiframe Summary COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,'California 95965 • Telephone (530) 538-754 NO. (Rev.12/96) APPLICATION AND PERMIT oz ASSESSOR PAR03UMBER 071 Z NN 2.5 BUILDING PERMIT OWNER John P e r m a n n TELEPHONE (530) 533-5132 SO. FT. OCC. BUILDING VALUATION Est Const 7500. .OWNERS MAIUNG ADDRESS 83 Bronson Ct Oroville, CA 95965 CONTRACTOR'S NAME Delta Construction, Inc. TELEPHONE (916) 638-1772 CONTRACTORSMAILING Fitz erald Rd. Rancho Cordova CA 95742 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER Davidson EngineeringC LICENSE NO. 38041 Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 296 Covered Bridge Road Rogue River, OR 97537 Plan CheckingFee $ BUILDINGADDRESS 83 Bronson Ct Energy Plan Checking Fee $ Orovi l le, CA 95965 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Commercial SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Install new panel antennas on an existing communication tower. Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VR UE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full fo ce and effect.POWER License Class C-10 Lic. No. 434215 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO +000A 6.00 T200A NEWCONST. DWELLING occuP. ( so 3.50 F°. NEW CONST. MUI`O �iEr NON•RESID. @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES +'50 s„L ,50 Ex. Occup. o,n ,r,°S q60°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Ip I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier American Alternative Insurance Corp Policy Number 20A2WC0008432-00 (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth it comply with se provisi S. X Date U pplica - ❑ er Co tractor Agen At is required r xgcavati s o er 60" deep and demolition or construction ct 3 stories In height. �� X1Sig �esover MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. Tri TOTAL FEE $ 3 3� HAZ. O IMP _ _ FLOOD .-- CDF -_ pAgC0. PD HD ISSUE �-- This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / j �' D D to C 0.7L 5- Receipt No. - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I a .•,, v:r:ad°.�A- yk77 �..ii n•3.'SN7},1F ii..._1^;•'iirh'��i'�{',i�K.L.fJ.a,,}'��'1f l'e" •ten. ,�4�bk.F� COUNTY OF BUTTE -DEPARTMENT OF D`QVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL-Lt, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �cu ASSESSOR PARCEL NUMBER: 3 4, — SOy — b 7 I Proposed -Building Use:421,,,,A„, • Q,wj�,�� �,Q s Building Inspector: &n3 , Date: g, I - p ( At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: A .. Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- =-- ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings - -------IF,- ----------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation -instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $--------= i DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Rogue River, Oregon 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 E-mail: wdavidsonQatower-structures.com June 28, 2001 Mr. Ken Taylor 0/—/.490#45 AT&T WIRELESS SERVICES durik cuuV4.11 2729 Prospect Park, 1st Floor. tWING DEPARTKcN1 Rancho Cordova, California 95670 ov�r� Re: Rigorous Structural Analysis of (Existing) 125 Foot Tall 8/8/0 / �!9 Self -Supporting Segmented Tapered 12 -sided Polygonal Pole for added support of 12 each Swedcom SC100-13Din CDMA/GSM panel antennas and 12 each runs of 1-5/8"� feed lines including new full sector antenna mount at + 110 ft AGL Project Location: Ophir Road Site - FCC RegNo 1014216 83 Bronson Court, Oroville, Butte County, California Lat: N 390 27' 48" Long: W 1210 34' 28". Pole Manufacturer: UNKNOWN . AT&T Wireless Site: Ophir Road Site, Oroville.-CA (AT&T ite Number C005 DE Project. No. 411-01 .0. J Dear Mr. Taylor: At your request, DAVIDSON ENGINEERING (DE) has completed a rigorous structural analysis of the subject pole 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 pole construction (excluding foundation), applicable design criteria, and the results. of the quantitative self-supporting pole analysis and qualitative foundation analysis. EXISTING POLE CONSTRUCTION DOCUMENTATION No documentation is available for the existing pole construction. DAVIDSON ENGINEERING is in receipt of your facsimile transmittal dated 30 May 2001 which describes the pole member circumferences and wall thickness at the two pole splice locations. No information is available with regard to material types or material grades. Also, no information is available with regard to the existing foundation pier construction used for support of the pole, including concrete strength and reinforcing steel quantity, size, or material type. The undersigned accompanied Mr. Jim Daniel on a site visit on March 14, 20001 in which certain digital images (photographs) of the existing pole construction and currently supported antenna and ancillary equipment were obtained. These digital images clarified the existing antennas currently supported by the pole. Mr. Ken Taylor - AT&T WIRELESS SERVICES page 2 - 06/29/01 DESIGN CRITERIA Please refer to Section 1604 of the 1997 Uniform Building Code. The 1997 UBC defines EIA 222- F as a `recognized' design standard. Therefore, for purposes of this structural analysis and review, -the applicable wind load design standard is EIA 222-F, dated June 1996. The pole strength design was founded on an 80 MPH basic wind speed without radial icing. Please note that Butte County currently requires a 75 MPH basic wind speed for design purposes. 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. Pole displacements (twist and sway) are only critical with respect to the currently existing 6 foot diameter microwave antennas mounted on the pole. The addition of the newly proposed cellular antennas will not impact the performance of the microwave antennas. This lack of 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 pole. 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 pole structural analysis is described as follows: Elevation Description Feed Line Notes 127' 15 ea DB833/834 R -F 15 ea 7/8 on AMPS platform 110' 12 ea SC100-13Din CDMA/GSM 12 ea 1-5/8"� AT&T Wireless 50' 1 ea 6 foot Std MW dish 1 ea EW63 w/ molded radome 35' 1 ea 6 foot HP MW dish 1 ea EW63 w/ planar radome 0' - 125' removable climbing step bolts 0' - 125' 1 ea safety climb Antenna mount wind and dead loads were also included for each of the listed antennas. RESULTS OF ANALYSES No documentation exists with regard to the existing pole and foundation construction. Field measurements were taken under the direction of AT&T WIRELESS SERVICES. The measurements so obtained were provided to DAVIDSON ENGINEERING via facsimile transmittal dated 30 May 2001. Calculations were prepared based on the information contained in the facsimile transmittal. Calculations indicate that the existing vertical and lateral force -resisting structural members each have sufficient calculated strength capacity to accommodate the proposed antenna additions based on the stated design criteria (EIA 222-F; 80 MPH basic wind speed). Calculations further indicate that most of the structural members will have strength residual values between 100% and 150% after the Swedcom antennas are added to the structure. No documentation exists with regard the pole's supporting foundation or anchor bolts. However, a qualitative analysis indicates that the foundation should possess a factor of safety on the order of 3 or more. This qualitative analysis is based on the degree to which the pole is "over -designed". In Mr. Ken Taylor - AT&T WIRELESS SERVICES page 3 - 06/29/01 preparing calculations for the pole, it was assumed that the yield stress of the pole material was 36 ksi (1 ksi = one -thousand pounds per square inch). Ordinarily, polygonal poles manufactured for the cellular antenna industry are composed of material with a yield stress of 50 to 65 ksi. Therefore, there is a very high probability that the pole and its supporting foundation has a factor of safety of 2.78 or more. It is common and ordinary design practice to provide a minimum steel factor of safety of about 1.25 and a minimum foundation factor of safety of about 1.5 for wind and seismic loads. Calculations also indicate that the structure possesses adequate structural stiffness for the support of the existing microwave antennas. The maximum calculated rotation at the location of the 6 foot Std MW dish at 50 feet above ground level (about either the vertical or two horizontal axes) is about 0.27 degrees at an EIA 222-F specified operational displacement wind load of 50 MPH basic wind speed. Additionally, displacements are limited to a maximum of about 0.69 degrees about any axis even at the EIA strength design wind load of 80 MPH basic wind speed. This permits a 6 foot diameter microwave antenna with an operational frequency of 30 GHz or more to maintain its communication path in 50 MPH winds. AT&T WIRELESS SERVICES should independently verify with the antenna manufacturer that the foregoing maximum axial rotations are acceptable for maintaining the communications path of the microwave antennas. RECOMMENDATIONS AND CONCLUSIONS Calculations indicate that after the newly proposed full sector antenna mount and 12 each Swedcom SC100-13Din antennas are mounted at the 110 foot elevation AGL, the pole will continue to possess significant strength residuals for potential future antenna and feed line additions. The limiting factor appears to be the unknown foundation construction supporting the steel super -structure. Although not necessary at this point in time, site excavation to determine the existing foundation diameter and depth may become necessary 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 foot level at their earliest convenience. AT&T WIRELESS SERVICES should independently verify with the microwave antenna manufacturer that a maximum 0.27 degree rotation about any axis under the influence of an EIA 222- F specified operational wind load of 50 MPH basic wind speed is acceptable for maintaining communication path of the standard microwave antenna mounted at the approximate 50 foot elevation AGL. All feed lines shall be installed on the interior of the pole and therefore do not add to the lateral wind load on the structure. A new portal (hand -hole) detail is attached to, and accompanies this letter which describes the required material and access portal construction. The shape of the portal is rounded in order to eliminate stress concentrations typical at sharp corners. The elimination of these stress concentrations is important for the long-term viability of the structure. It is understood that the new hole cutting will be performed without acetylene torch equipment. The new holes will be cut by means of an abrasive cutting tool to prevent potential fire within the pole due to the possible presence of flammable bird nests on the pole's interior. Mr. Ken Taylor - AT&T WIRELESS SERVICES page 4 - 06/28/01 DOCUMENTATION AND P.E. STAMP Five copies of abridged engineering calculations are supplied herewith. A full engineering package including a digital computer model will be permanently maintained by DE. The calculations provided herewith bear the stamp and 'wet signature' of D. Wayne Davidson, a Registered Civil Engineer in the state of California. ' Mr. Davidson is a registered Professional Structural Engineer in the state of Oregon and also possesses civil engineering registration in the states of Idaho; Wyoming and Wisconsin, and has a NCEES Council Record established and maintained with the National Council of Examiners for Engineering and Surveying. Mr. Davidson has specialized in the structural engineering and design/review of guyed and self- supporting communication poles 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. 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 and pole 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 pole'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 pole 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, t o' Me. C W41 D. Wayne Davidson, P.E. �_ ♦ PROJECT 125 Foot Tall Self -Supporting Monopole JOB No DAVIDSON ENGINEERING Ophir Road Cell Site, Oroville, CA 296 COVERED BRIDGE ROAD 411-01 ROGUE RIVER, OR 97537 (5411582-8074 �Ih CLIENT: AT&T WIRELESS SERVICES - Ken Taylor DATE Thursday, June 28, 2001 PAGE I of 1 FP Ne. C sm, Plate 3-1/2" x 3/8" ASTM A36 Mod 50 or ASTM A572 Gr 50 -- 1/2" plate A36 Fy - 36 ksi may be substituted for 50 k s i steel 2-1/2" A maxi mum of one portal shal l occur at any given elevation. Separate portals by 120 degree radi al s. New portals shalt be separated by 18 i n c h e s i n v e r t i cal el e v a t i on. 1. .1 - 2 New portals shall be placed between elevation 100 and 110 feet AGL. Gri nd p a i nt and zi nc coati ng 1/2" cl ear of weld interface. Wel di ng shall conform to AWS 01. 1. Use E 7 0 1 8 we di ng el ectrades. Remove all sl ag after wel di ng and a p p t y two coats ZRC paint - appl y 2 top - coats of z nc -ri ch p a i n to match e x i s t i ng col or. D1"I DC O N G N V I N G C RI N d CIVIL/ STRUCTURAL ENGINEERING CONSULTANT 296 Covered Bridge Road Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. p� Rogue River, OR 97537 n Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" 4� 21.82- across flats .88. 4 30. 79- ac f l a t s .46 39. 81 - ac flats 48.25- acros flats PS platform L5' ea D8806 ;1100-13Di n intennason I sector mount ft solid MW I Vi Ih mol ded dome 0' It HP solid MW sh4i t p a n a r adome •35, CALCULATIONS CODE: EIA 222-F u WIND: 80 MPH BASIC WIND. SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ) ORDINARY STRUCTURE (I = 1.00 IMPLICIT ) ICING: NONE a SUPPORTED EQUIPMENT 1) TOP—MOUNT AMPS PLATFORM AND 3 EA DB 806 AT +125' 2) 12 EA SWEDCOM SC100-13DIN PANEL ANTENNAS AT +110' 3) 1 EA 6 FT SOLID MW DISH WITH MOLDED RADOME AT +50' j( tfI 4) 1 EA 6 FT HP SOLID MW DISH q WITH PLANAR RADOME AT +35' G 3 ,f _ II Il ' V i � q is* �. C� 4 0/--/8e Liu 1 I k CuUN-41 iLDING DFPARTKt4NV APPRO En /0 4 DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road At; h = 15.00 ft; OD4 = ODbott - ( DREDf x h) = 44.8806 in; At; h = 20.00 ft; OD5 = ODbott - (DRE01 x h) = 43.7575 in; At; h = 25.00 ft; OD6 = ODbott - (DRE01 x h) = 42.6344 in; 2 1 Rogue River, OR 97537 At; h = 35.00 ft; ODs = ODt'-tt-- I R€D1 x h) = 40.3882 in; At; h = 40.00 ft ; OD/= b"��DRED I h) = 39.2651 in; Tel`. (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 39° 27'x8" DWD 25 -June -01 Number 0005 Long 1210 34'28" Internet: www.tower-structures.com CALCULATIONS CODE: EIA 222-F WIND: 80 MPH BASIC WIND SPEED EXPOSURE: TYPE 'C' ( OPEN TERRAIN IMPLICIT ORDINARY STRUCTURE ( I = 1.00 IMPLICIT ICING: NONE ; Total Structure Height; h = 125 ft ; Wind Velocity; V = 80 ; (MPH) ; Stagnation Pressure; q = .00256 Ibf / fC' x Vz = 16.3840 Ibf / ft2 ; ; Radial Icing; R = 0.0 in ; ;Gust Response Factor; GH = 0.65 + 0.60 / (h / 33 ft )1r' = 1.1460 ; POLE WIND LOADS; POLE WIND LOADS (4i +0.0' .TO +42.00' AGL; ;Outside Pole Diameter (across flats); ODtop = 37.805 in ; ODbott = 48.25 in ; Wall Thickness; TH1 = 0.4375 in ; L1 = 46.50 ft ;Diameter reduction per foot of height; DREDf = (ODbott- OD1op) / L1 = 0.224623656 in / ft ; Pole Diameters 0 +0.00' to +42.00' (across flats At; h = 0.00 ft; OD1 = ODbott - (DREDf x h) = 48.2500 in; At; h = 5.00 ft; OD2 = ODbott - ( DREDf x h) = 47.1269 in; At; h = 10.00 ft; OD3 = ODbott - (DREDf x h) = 46.0038 in; At; h = 15.00 ft; OD4 = ODbott - ( DREDf x h) = 44.8806 in; At; h = 20.00 ft; OD5 = ODbott - (DRE01 x h) = 43.7575 in; At; h = 25.00 ft; OD6 = ODbott - (DRE01 x h) = 42.6344 in; At; h = 30.00 ft; OD7 = ODbott - (DRED1 x h) = 41.5113 in; At; h = 35.00 ft; ODs = ODt'-tt-- I R€D1 x h) = 40.3882 in; At; h = 40.00 ft ; OD/= b"��DRED I h) = 39.2651 in; At; h = 42.00 ft; ODbott - ( DREDi9x4h) = 38.8158 in; j©Q'10�= .eg ; Pole force coefficient; CFp = 0.79 ; ;At +0.0' to +5.00' ;q',' (33'1-'.2fl x GH x CFP x (OD1 +OD2) / 2 / 12 = 58.95 Ibf / ft; �IiV2 ;At +5.00' to +10.00' ; (33'/,'3+3�ft )w x GH x CFP x (OD2 +OD3) / 2 / 12 = 57.56 Ibf / ft; At + 10.00' to +15.00'; W3 = q x (33 / 33 ft )y' x GH x CFP x (OD3 +OD4) / 2 112 = 56.171bf / ft; At +15..00' to +20.00' ; W4 = q x ( 33 / 33 ft )w x GH x CFP x (OD4 +OD5) / 2 / 12 = 54.78 Ibf / ft; At +20.00' to +25.00' ; W5 = q x (33 / 33 ft )w x GH x CFP x (OD5 +OD6) / 2 112 = 53.40 Ibf / ft ; At +25.00' to +30.00' ; W6 = q x (33 / 33 ft )W x GH x CFP x (ODs +OD7) / 2 112 = 52.01 Ibf / ft ; At +30.00' to +35.00'; W7 = q x (33 / 33 ft )w x GH x CFP x (OD7 +ODs) / 2 112 = 50.62 lbf / ft ; ; At +35.00' to +40.00' ; W8 = q x ( 37.5 / 33 ft )v' x GH x CFP x (OD8 +OD9) / 2 / 12 = 51.06 Ibf / ft; ;At+40.00°to+42.00'; W9 = q,x(41/33ft)2j7xGHxCFPx(OD9+OD1o)/2 112 =51.351bf/ft; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 3 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number Coos Long 1210 34' 28" Pole Properties (aD +0.0wall thickness; tw, =0.4375 in; n = 12; sides At +0.0, Rol = ODI / 2 / cos(15) = 24.9760; RI1 = (ODI - 2 x tw1) / 2 / cos(15) = 24.5231; ;Areas; A0, =(112) x n x R012 x sin (2x15) = 1871.4074 int ; All = (1 / 2) x n x R112 x sin (2x15) = 1804.148 in2; net Area ; A, = ((1 / 2) x n x Ro12 x sin (2x15)) - ((1/ 2) x n x R112 x sin (2x15)) = 67.259 int; a0, = 2 x (ODI / 2) x tan(15) = 12.9285 in; ; all = 2 x ((ODI - 2 x tw,)/ 2) x tan(15) = 12.6941 in; Moments of Inertia; /0, = A0, x (6 x Rol 2 - ao,2) 124 = 278813.7707 in4 ; III = All x (6 x R/12 - a112) 124 = 259132.4738 in4 net Moment of Inertia; II = l0, - I,, = 19681.2969 in4 ; net Section Modulus; SI = /I/Rol = 788.0072 in ; Torsional Moment of Inertia; J, = 2 x I1 = 39362.5937 in4 ; Pole Properties (a� +5.00' wall thickness; tw, =0.4375 in; n = 12; sides ; At +5.0, R02 = OD2 / 2 / cos(15) = 24.3947; RI2 = (OD2 - 2 x twl) / 2 / cos(15) = 23.9417; ; Areas ; A02 =(112) x n x R022 x sin (2x15) =1785.2996 in2 ; A/2 = (1 / 2) x n x R12 2 x sin (2x15) = 1719.620 in2; net Area ; A2 = ( (1 / 2) x n x R02 x sin (2x15)) - ( (1 / 2) x n x R122 x sin (2x15)) = 65.680 in2; a02 = 2 x (OD2 / 2) x tan(15) = 12.6276 in; ; a12 = 2 x ((OD2 - 2 x tw1)/ 2) x tan(15) = 12.3932 in; Moments of Inertia; 102 = A02 x (6 x R02 - a022) 124 = 253746.3284 in4 ; 112 = A/2 x (6 x R/22 - a/22) 124 = 235419.5768 in4 ;net Moment of Inertia; 12= 102-112 = 18326.7516 in'; � net Section Modulus; S2 = 12 / R02 = 751.2605 in ; ; Torsional Moment of Inertia; J2 = 2 x 12 = 36653.5032 in4 ; Pole Properties A +10.00' wall thickness; tw, =0.4375 in; n = 12; sides At +10.0, R03 = CD3 / 2 / cos(15) = 23.8133; R13 = (OD3 - 2 x tw,) / 2 / cos(15) = 23.3604; ;Areas; A03 =(112) x n x R032 x sin (2x15) = 1701.2198 in2 ; AI3 = (1 / 2) x n x 8132 x sin (2x15) = 1637.120 in2; ; net Area ; A3 = ( (1 / 2) x n x R032 x sin (2x15)) - ( (1 / 2) x n x R132 x sin (2x15)) = 64.100 in2; ;a03 = 2x (OD3 / 2) x tan(15) = 12.3267 in; ;a/3 = 2x ((0D3 - 2 x tw,)/ 2) x tan(15) = 12.0922 in; ; Moments of Inertia; 103 = A03 x (6 x R032 - a032) 124 = 230408.4463 in4 ; 113 = AI3 x (6 x R13 2 - a132) 124 = 213372.6171 in4 ; ; net Moment of Inertia; 13 = 103- 113 = 17035.8292 in4 ; net Section Modulus; S3 = 13 / R03 = 715.3914 in3 ; ; Torsional Moment of Inertia; J3 = 2 x 13 = 34071.6585 in4; Pole Properties (W +15.00' wall thickness; t,,,, =0.4375 in; n = 12; sides ; At +15.0, R04 = OD4 / 2 / cos(15) = 23.2319; RI4 = (OD4 - 2 x tw,) / 2 / cos(15) = 22.7790; ;Areas; A04 =(112) x n x R042 x sin (2x15) = 1619.1679 in2 ; A14 = (1 / 2) x n x R14 2 x sin (2x15) = 1556.648 in2; ; net Area ; A4 = ( (1 / 2) x n x R042 x sin (2x15)) - ( (1 / 2) x n x 8142 x sin (2x15)) = 62.520 in2; ; a04 = 2 x (OD4 / 2) x tan(15) = 12.0257 in ; ; a14 = 2 x ((OD4 - 2 x twl)/ 2) x tan(15) = 11.7913 in ; ; Moments of Inertia; 104 = A04 x (6 x R042 - a042) 124 = 208718.6775 in4 ; 114 = A/4 x (6 x R14 - a142) 124 = 192911.6782 in4 ; ;net Moment of Inertia; 14= 104-114 = 15806.9993 in4 ; net Section Modulus; S4 = 14 / Roo = 680.3997 in ; Torsional Moment of Inertia ; J4 = 2 x 14 = 3 16 13.998 6 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 4 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (aD +20.00wall thickness; t,,1 =0.4375 in; n = 12; sides ; At +20.0 , R05 = ODs / 2 / cos(15) = 22.6506; R15 = (OD5 - 2 x tw1) / 2 / cos(15) = 22.1976; ; Areas; A05 = (1 / 2) x n x R052 x sin (2x15) = 1539.1440 int; A15 = (1 / 2) x n x R152 x sin (2x15) = 1478.204 int; ; net Area ; A5 = ( (1 / 2) x n x R052 x sin (2x15)) - ((1/ 2) x n x R152 x sin (2x15)) = 60.940 int; ; a05 = 2 x (OD5 / 2) x tan(15) = 11.7248 in; ; a15 = 2 x ((ODs - 2 x tw1)/ 2) x tan(15) = 11.4903 in; ; Moments of Inertia; 105 = A05 x (6 x R052 - a052) 124 = 188597.5394 in4 ; /15 = A15 x (6 x R152 - a152) / 24 = 173958.8081 in4 ; ; net Moment of Inertia; /5 = 105 - 115 = 14638.7313 in4; net Section Modulus; S5 = 15 / R05 = 646.2855 in3 ; ; Torsional Moment of Inertia; J5 = 2 x 15 = 29277.4626 in4; Pole Properties OD +25.00' wall thickness; twi =0.4375 in; n = 12; sides ; At +25.0 , R06 = ODs / 2 / cos(15) = 22.0692; Rib = (ODs - 2 x tw1) / 2 / cos(15) = 21.6163; ;Areas; A06 =(112) x n x RO62 x sin (2x15) = 1461.1480 int ; A16 = (1 / 2) x n x R162 x sin (2x15) = 1401.788 int; ; net Area ; A6 = ( (1 / 2) x n x R062 x sin (2x15)) - ( (1 / 2) x n x R162 x sin (2x15)) = 59.360 int; ; a06 = 2 x (ODs / 2) x tan(15) = 11.4239 in ; ; a16 = 2 x ((OD6 - 2 x tw1)/ 2) x tan(15) = 11.1894 in ; ; Moments of Inertia; 106 = A06 x (6 x R062 - a062) 124 = 169967.5137 in4 ; 116 = A16 x (6 x R162 - a162) 124 = 156438.0189 in4 ; net Moment of Inertia; 16 = 106 -116 = 13529.4949 in4 ; net Section Modulus; S6 = /6 / R06 = 613.0489 in3 ; ; Torsional Moment of Inertia; J6 = 2 x 16 = 27058.9897 in4 ; Pole Properties 01) +30.00' wall thickness; tw1 =0.4375 in; n = 12; sides ; At +30.0'; R07 = OD7 / 2 / cos(15) = 21.48.78; R17 = (OD7 - 2 x tw1) / 2 / cos(15) = 21.0349; ; Areas ; A07 =(112) x n x R072 x sin (2x15) = 1385.1799 int ; A17 = (1 / 2) x n x R172 x sin (2x15) = 1327.400 int; ; net Area ; A7 = ( (1 / 2) x n x R072 x sin (2x15)) - ((1/ 2) x n x R172 x sin (2x15)) = 57.780 int; ; a07 = 2 x (OD7 / 2) x tan(15) = 11.1229 in; ; an = 2 x ((OD7 - 2 x tw1)/ 2) x tan(15) = 10.8885 in; ; Moments of Inertia; 107 = A07 x (6 x R072 - a072) 124 = 152753.0468 in4 ; 117 = A17 x (6 x 8172 - a172) / 24 = 140275.2873 in4 ; ; net Moment of Inertia; 17 = 107-117 = 12477.7595 in4 ; net Section Modulus; S7 = 17 / R07 = 580.6897 in3 ; ; Torsional Moment of Inertia; J7 = 2 x 17 = 24955.5189 in4 ; Pole Properties (ED +35.00' wall thickness; tw1 = 0.4375 in; n = 12; sides ; At +35.0, R08 = ODs / 2 / cos(15) = 20.9065; RIs = (OD8 - 2 x tw1) / 2 / cos(15) = 20.4535; ;Areas; A08 =(112) x n x R082 x sin (2x15) = 1311.2397 int; A18 = (1 / 2) x n x R182 x sin (2x15) = 1255.040 int; ; net Area ; A8 = ((1 / 2) x n x Ro82 x sin (2x15)) -((112) x n x R182 x sin (2x15)) = 56.200 int; ao8 2 x (ODs / 2) x tan(15) = 10.8220 in; ; a18 = 2 x ((ODs - 2 x tw1)/ 2) x tan(15) = 10.5875 in; Moments of Inertia; 108 = A08 x (6 x R082 - ao82) 124 = 136880.5493 in4 ; 118 = A18 x (6 x R182 - a182) 124 = 125398.5547 in4 ; net Moment of Inertia; 18 = 108-118 = 11481.9947 in4 ; net Section Modulus; S6 = /8 / Ro8 = 549.2081 in3 ; Torsional Moment of Inertia ; J8 = 2 x l8 = 22963.9893 in4 ; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. I rev. 296 Covered Bridge Road Rogue River, OR 97537` 5 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number coos Long 1210 34'28" Pole Properties (Z . +40.00wall thickness; tw1 =0.4375 in; n = 12; sides ; At +40.0 , Rog = OD9 / 2 / cos(15) = 20.3251; Rig = (ODg - 2 x tw1) / 2 / cos(15) = 19.8722; ; Areas ; Aog =(112) x n x Rog2 x sin (2x15) = 1239.3275 int ; A19 = (1 / 2) x n x R192 x sin (2x15) = 1184.708 int; net Area ; Ag = ( (1 / 2) x n x Rog2 x sin (2x15)) - ( (1 / 2) x n x R192 x sin (2x15)) = 54.620 in2; aog = 2 x (OD9 / 2) x tan(15) = 10.5210 in ; ; aig 2 x ((ODs - 2 x tw1)/ 2) x tan(15) = 10.2866 in ; Moments of Inertia; log = Aog x (6 x Rog2 - ao92) 124 = 122278.3965 in4 ; lig = A19 x (6 x Ri92 -a192) 124 = 111737.7265 in4 ; ;net Moment of Inertia; /9= /C)9 -/Ig = 10540.6700 in4 ; net Section Modulus; Sg = Ig / ROg = 518.6039 in ; ;Torsional Moment of Inertia; Jg = 2 x Ig = 21081.3401 in4 ; Pole Properties (cD +42.00' wall thickness; twf = 0.4375 in; n = 12; sides ; At +42.0, Rojo = 0D10 / 2 / cos(15) = 20.0925; RI10 = (OD10 — 2 x tw1) / 2 / cos(15) = 19.6396; Areas; Ao10 = (1 / 2) x n x RO102 x sin (2x15) = 1211.1305 in2 ; A110 = (1 / 2) x n x R1102 x sin (2x15) = 1157.142 in2; net Area; A10 = ((1 / 2) x n x Rojo x sin (2x15)) - ((1/ 2) x n x R1102 x sin (2x15)) = 53.988 in2; aolo = 2 x (0D10 / 2) x tan(15) = 10.4007 in; ; a110 = 2 x ((0D10 - 2 x tw1)/ 2) x tan(15) = 10.1662 in; Moments of Inertia; 1010 = A010 x (6 x RO102 — ao1o2) 124 = 116777.5619 in4 ; 1110 = A110 x (6 x R11o2 — a11o) 124 = 106598.5213 in4 net Moment of Inertia; 11o= lolo- h10 = 10179.0406 in4 ; net Section Modulus; S10 = Mo/Rojo = 506.6080 in ; ; Torsional Moment of Inertia; J10 = 2 x 110 = 20358.0812 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road At; h = 55.00 ft; OD 14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD 15 = ODbott - ( DRED2 x (h - 42)) = 35.7724 in; At; h = 65.00 ft; OD 16 = ODbott - ( DRED2 x (h - 42)) = 34.6509 in; 6 / 1 Rogue River, OR 97537 At, h = 75.00 ft; OD18 = ODbott - ( DRED2 x (h - 42)) = 32.4078 in; At; h = 80.00 ft; OD19 = ODbott - ( DRED2 x (h - 42)) = 31.2863 in; At; h = 85.00 ft; OD20 = ODbott - ( DRED2 x (h - 42)) = 30.1647 in; Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site o Lat 39 27'48" W19 = q x ( 82.5 / 33 ft) x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 Ibf/ ft; DWD 25 -June -01 Number 0005 Long 1210 34' 28" Internet: www.tower-structures.com POLE WIND LOADS (ED +42.0' TO +85.00' AGL: ; Outside Pole Diameter (across flats); ODtop = 29.389 in; ODbott = 39.81 in; Wall Thickness; TH2 = 0.4375 in; L2 = 46.4583333 ft ;Diameter reduction per foot of height; DRED2 = (ODbott - ODtop) / L2 = 0.224308520 in / ft ; Pole Diameters (ED +42.00' to +85.00' (across flats) At; h = 42.00 ft; OD11 = ODbott - (DRED2 x (h - 42)) = 39.8100 in; At; h = 45.00 ft; OD12 = ODbott - (DRED2 x (h - 42)) = 39.1371 in; At; h = 50.00 ft; OD13 = ODbott - (DRED2 x (h - 42)) = 38.0155 in; At; h = 55.00 ft; OD 14 = ODbott - ( DRED2 x (h - 42)) = 36.8940 in; At; h = 60.00 ft; OD 15 = ODbott - ( DRED2 x (h - 42)) = 35.7724 in; At; h = 65.00 ft; OD 16 = ODbott - ( DRED2 x (h - 42)) = 34.6509 in; At; h = 70.00 ft; OD17 = ODbott - ( DRED2 x (h - 42)) = 33.5294 in; At, h = 75.00 ft; OD18 = ODbott - ( DRED2 x (h - 42)) = 32.4078 in; At; h = 80.00 ft; OD19 = ODbott - ( DRED2 x (h - 42)) = 31.2863 in; At; h = 85.00 ft; OD20 = ODbott - ( DRED2 x (h - 42)) = 30.1647 in; Distributed Pole Wind Loads (d) +42.00' to +85.00' ; Pole force coefficient; CFP = 0.79 ; At +42..00' to +45.00' ; W11 = q x ( 43.5 / 33 ft )zq x GH x CFP x (ODI 1 +OD12) / 2 / 12 = 52.80 Ibf / ft; At +45.00' to +50.00'; W12 = q x (47.5133 ft )217 x GH x CFP x (OD12 +OD13) / 2 112 = 52.921&/ ft; At +50.00' to +55.00'; W13 = q x (52.5133 ft )217 x GH x CFP x (OD13 +OD14) / 2 112 = 52.87 Ibf / ft; At +55.00' to +60.00'; W14 = q x (57.5133 ft )2/7 x GH x CFP x (OD14 +OD15) / 2 112 = 52.63 lbf/ ft ; At +60.00' to +65.00'; W15 = q x (62.5133 ft )217 x GH x CFP x (OD15 +OD16) / 2 112 = 52.24 Ibf / ft; At +65.00' to +70.00'; W16 = q x (67.5133 ft )2/7 x GH x CFP x (OD16 +OD17) / 2 112 = 51.70 Ibf / ft; At +70.00' to +75.00' ; W17 = q x ( 72.5133 ft )2/7 x GH x CFP x (OD 17 +OD 18) 12 112 = 51.031bf / ft; ;At +75.00' to +80.00'; W18 = q x ( 77.5 / 33 ft )2/7 x GH x CFP x (OD18 +OD19) / 2 112 = 50.24 Ibf / ft; At +80.00' to +85.00' ; W19 = q x ( 82.5 / 33 ft) x GH x CFP x (OD19 +OD20) / 2 112 = 49.35 Ibf/ ft; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 7 1 1 Rogue River, OR 97537 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (ED +42.00wall thickness; tw2 = 0. 43 75 in; n = 12; sides ; At +42.00'; Ro11 = OD11 / 2 / cos(15) = 20.6072; R111 = (OD11- 2 x tW2) / 2 / cos(15) = 20.1542; ;Areas; Ao11 =(112) x n x Ro112 x sin (2x15) = 1273.9667 int ; A111 = (1 / 2) x n x R111 z x sin (2x15) = 1218.580 in 2; ; net Area ; A11 = ((1 / 2) x n x Ro112 x sin (2x15)) - ((1 / 2) x n x R1112 x sin (2x15)) = 55.387 int; ao11 = 2 x (OD11 / 2) x tan(15) = 10.6671 in ; .,:all, = 2x ((0D11 - 2 x tw2)/ 2) x tan(15) = 10.4326 in; ;Moments of Inertia; loll = Ao11 x (6 x Ro112 - ao112) 124 = 129209.2660 in4 ; 1111 = A111 x (6 x Rn 12 - a1112) 124 = 118218.5601 in4 , ;net Moment of Inertia; 111= 1011-1111 = 10990.7059 in4 ; net Section Modulus; S11 = 111 /Roll = 533.3437 in ; ; Torsional Moment of Inertia; .111 = 2 x 111 = 21981.4119 in4 ; Pole Properties (aD +45.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +45.0, Ro12 = 0D12 / 2 / cos(15) = 20.2588; R112 = (OD12 - 2 x tw2) / 2 / cos(15) = 19.8059; Areas; A012 = (1 / 2) x n x R0122 x sin (2x15) = 1231.2619 int ; A112= (1 / 2) x n x R1122 x sin (2x15) = 1176.822 int; net Area ; Al2 = ( (1 / 2) x n x R0122 x sin (2x15)) - ( (1 / 2) x n x R1122 x sin (2x15)) = 54.440 in 2; a012 = 2 x (OD12 / 2) x tan(15) = 10.4867 in; ;a112 = 2x ((0D12 - 2 x tw2)/ 2) x tan(15) = 10.2523 in; Moments of Inertia; 1012 = A012 x (6 x Ro122 - ao122) / 24 = 120691.9717 in4 ; 1112 = A112 x (6 x R1122 - a1122) 124 = 110255.1789 in4 ; ;net Moment of Inertia; 112= 1012-1112 = 10436.7928 in4 ; net Section Modulus; S12 = 112 / Rol2 = 515.1723 in ; ; Torsional Moment of Inertia; ,112 = 2 x 112 = 20873.5856 in4 ; Pole Properties (a. +50.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +50.00'; Ro13 = OD13 / 2 / cos(15) = 19.6783; R113 = (OD13 - 2 x tw2) / 2 / cos(15) = 19.2254; ; Areas; A013 = (1 / 2) x n x R0132 x sin (2x15) = 1161.7050 int ; A113 = (1 / 2) x n x R1132 x sin (2x15) = 1108.843 int; ; net Area ; A13 = ( (1 / 2) x n x Ro132 x sin (2x15)) - ( (1 / 2) x n x R1132 x sin (2x15)) = 52.862 in 2; ; ao13 = 2 x (OD13 / 2) x tan(15) = 10.1862 in ; ; a113 = 2 x ((OD13 - 2 x tw2)/ 2) x tan(15) = 9.9518 in ; Moments of Inertia; 1013 = A013 x (6 x Ro132 - ao132) 124 = 107440.7996 in4 ; 1113 = A113 x (6 x R1132 - a1132) 124 = 97885.2879 in4 ; ;net Moment of Inertia; 113= 1013-1113 = 9555.5117 in4 ; net Section Modulus; S13 = 113 / R013 = 485.5866 in ; ; Torsional Moment of Inertia; ,113 = 2 x 113 = 19111.0233 in4 ; Pole Properties tD +55.00' wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +55.00; R014. = OD14 / 2 / cos(15) = 19.0977; R114 = (OD14 - 2 x tW2) / 2 / cos(15) = 18.6448; ;Areas; A014 = (1 / 2) x n x R0142 x sin (2x15) = 1094.1703 int ; A114 = (1 / 2) x n x R1142 x sin (2x15) = 1042.886 int; net Area ; A14 = ((1 / 2) x n x R0142 x sin (2x15)) - ((1/ 2) x n x R1142 x sin (2x15)) = 51.285 int; ao14 = 2 x (OD14 / 2) x tan(15) = 9.8857 in; ; a114 = 2 x ((OD14 - 2 x tW2)/ 2) x tan(15) = 9.6513 in; Moments of Inertia; 1014 = A014 x (6 x Ro142 - ao142) 124 = 95311.9634 in4 ; 1114 = A114 x (6 x R1142 - a1142) 124 = 86586.6695 in4 ; net Moment of Inertia; 114 = 1014 -1114 = 8725.2939 in4 ; net Section Modulus; S14 = 114 / Ro14 = 456.8759 in ; Torsional Moment of Inertia; .114 = 2 x 114 = 17450.5878 in4 ; DAV I DS O N ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. I rev. 296 Covered Bridge Road 8 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T ws site Lat 39o zra8" DWD 25 -June -01 Number 0005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (aD- +60.00' wall thickness; tw2 = 0.4375 in; n = 12; sides At +60.00; Ro15 = OD15 / 2 / cos(15) = 18.5172; R115 = (OD15 - 2 x tw2) / 2 / cos(15) = 18.0642; Areas; A015 = (1 / 2) x n x R0152 x sin (2x15) = 1028.6580 int ; A115 = (1 / 2) x n x R1152 x sin (2x15) = 978.951 int; ; net Area ; A15 = ((1 / 2) x n x Ro152 x sin (2x15)) - ((1 / 2) x n x R1152 x sin (2x15)) = 49.707 int; ; a015 = 2 x (OD15 / 2) x tan(15) = 9.5852 in; ; a115 = 2 x ((OD15 - 2 x tw2)/ 2) x tan(15) = 9.3507 in; ;, Moments of Inertia; 1015 = A015 x (6 x Ro152 - ap152) 124 = 84240.2267 in4 1115 = A115 x (6 x R1152 - a1152) 124 = 76295.6112 in4 ; ;net Moment of Inertia; 115= 1015-1115 = 7944.61.55 in4 ; net Section Modulus; S15= 115 /Ro15 = 429.0402 in3 ; ; Torsional Moment of *Inertia ; J15 = 2 x 115 = 15889.2311 in4 ; Pole Properties (ED +65.00wall thickness; tw2 = 0.4375 in; n = 12; sides ; At +65.00'; Ro16 = OD16 / 2 / cos(15) = 17.9366; R116 = (OD16 - 2 x tw2) / 2 / cos(15) = 17.4837; ; Areas ; A016 = (1 / 2) x n x Ro162 x sin (2x15) = 965.1678 int ; AI16 = (1 / 2) x n x R1162 x sin (2x15) = 917.039 int; ; net Area.; A 16 = ((1 / 2) x n x R0162 x sin (2x15)) - ( (1 / 2) x n x R1162 x sin (2x15)) = 48.129 int; ; ao16 = 2x (OD16 / 2) x tan(15) = 9.2847 in; ;a116 = 2x ((0D16 - 2 x tw2)/ 2) x tan(15) = 9.0502 in; ; Moments of Inertia; Iola = A016 x (6 x R0162 - ao162) 124 = 74162.3065 in4 ; 1116 = AI16 x (6 x Rn62 - a1162) 124 = 66950.3539 in4 ; ; net Moment of Inertia; 116 = 1016 -1116 = 7211.9525 in4 ; net Section Modulus; S16= 116 / RO16 = 402.0796 in ; ;Torsional Moment of Inertia; .116 = 2 x 116 = 14423.9051 in4 ; Pole Properties (W +70.00' wall thickness; 63 = 0.4375 in; n = 12; sides; ; At +70.0; R017 = OD17 / 2 / cos(15) = 17.3561; R117 = (OD17 - 2 x tw3) / 2 / cos(15) = 16.9031; ; Areas; A017 = (1 / 2) x n x Rol 72 x sin (2x15) =903.700 int ; A117 = (1 / 2) x n x RI172 x sin (2x15) = 857.149 int; ;net Area; A17 = ((1 / 2) x n x R0172 x sin (2x15)) - ((1 / 2) x n x R1172 x sin (2x15)) = 46.551 int; aor7 = 2 x (OD17 / 2) x tan(15) = 8.9842 in; ; an 7 = 2 x ((OD17 - 2 x tw3)/ 2) x tan(15) = 8.7497 in; Moments of Inertia; 1017 = A017 x (6 x R0172 - ao172) 124 = 65016.8730 in4 ; 1117 = A117 x (6 x R1172 - an 72) 124 = 58491.0922 in4 ; ;net Moment of Inertia; /17= /017-/117 = 6525.7809 in4 ; net Section Modulus; S17 = 117 / Ro17 = 375.9941 in ; ; Torsional Moment of Inertia; J17 = 2 x 117 = 13051.5618 in4 ; Pole Properties (cD +75.00' wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +75.0'; Ro18 = OD18 / 2 / cos(15) = 16.7755; RI18 = (OD18 - 2 x tw3) / 2 / cos(15) = 16.3226; Areas; A018 = (1 / 2) x n x R0182 x sin (2x15) =844.254 int ; A118= (1 / 2) x n x RI18z x sin (2x15) = 799.281 int; ; net Area ; A18 = ((1 / 2) x n x R0182 x sin (2x15)) - ((1 / 2) x n x R118z x sin (2x15)) = 44.974 int; ao18 = 2 x (OD18 / 2) x tan(15) = 8.6836 in; ; aIle = 2 x ((OD18 - 2 x tw3)/ 2) x tan(15) = 8.4492 in; Moments of Inertia; 1018 = A018 x(6 x 80182 - ao182) 124 = 56744.5503 in4 ; 1118 = A118 x (6 x R1182 - a1182) 124 = 50859.9737 in4 ; ;net Moment of Inertia; 118 = 1018-1118 = 5884.5766 in4 ; net Section Modulus; S18 = 118 / R018 = 350.7835 in ; ; Torsional Moment of inertia; J18 = 2 x 118 = 11769.1531 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 9 / 1 Calc. by Date AT&T WS Site Lat 39° 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties Cad +80.00wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +80.0, Ro1g = OD1g / 2 / cos(15) = 16.1950; Ri1g = (OD1g - 2 x tw3) / 2 / cos(15) = 15.7420; ; Areas; A019 = (1 / 2) x n x R01g2 x sin (2x15) = 786.8310 int ; Ai1g = (1 / 2) x n x R,192 x sin (2x15) = 743.435 int; ; net Area; A19 = ((1 / 2) x n x R0192 x sin (2x15)) - ((1 / 2) x n x R1192 x sin (2x15)) = 43.396 int; ; aolg = 2 x (OD19 / 2) x tan(15) = 8.3831 in ; ; alis = 2 x ((0D1g - 2 x tw3)/ 2) x tan(15) = 8.1487 in ; ; Moments of Inertia; lolg = Ao1g x (6 x Ro1g2 - ao192) 124 = 49287.9154 in4 ; 1119 = Aj1g x (6 x R1192 - al192) / 24 = 44001.0999 in4 ; ;net Moment of Inertia; l,g = lo,g- 1,19 = 5286.8155 in4 ; net Section Modulus; Sig = /1g / Ro1g = 326.4480 in ; ; Torsional Moment of Inertia; Jig = 2 x 119 = 10573.6310 in4 ; Pole Properties (a) +85.00' wall thickness; tw3 = 0.4375 in; n = 12; sides ; At +85.0'; R020 = OD20 / 2 / cos(15) = 15.6144; R120 = (OD20 - 2 x tw3) / 2 / cos(15) = 15.1615; Areas; A020 = (1 / 2) x n x R0202 x sin (2x15) =731.429 int ; A120 = (1 / 2) x n x R120z x sin (2x15) = 689.612 in 2; net Area ; A20 = ( (1 / 2) x n x R0202 x sin (2x15)) - ((1/ 2) x n x RI202 x sin (2x15)) = 41.818 in 2; a02o = 2 x (OD20 / 2) x tan(15) = 8.0826 in ; ; a120 = 2 x ((OD20 - 2 x tw3)/ 2) x tan(15) = 7.8482 in ; Moments of Inertia; 1020 = A020 x (6 x R020 - a02o2) 124 = 42591.4992 in4 ; 112o = A120 x (6 x R1202 - a1202) 124 = 37860.5255 in4 ; ;net Moment of Inertia; 120= 1020-1120 = 4730.9737 in4 ; net Section Modulus; S20 = 120 / RO20 = 302.9876 in3 ; ; Torsional Moment of Inertia; J20 = 2 x 120 = 9461.9475 in4 ; DAV I DSO N ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. I rev. 296 Covered Bridge Road ; At; h = 100.00 ft; 10 / 1 Rogue River, OR 97537 OD25 = ODbott - ( DRED3 x (h - 85) ) = 26.3050 in; ; At; h = 110.00 ft; OD26 = ODbott - ( DRED3 x (h - 85) ) = 25.1838 in; ; At; h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85) ) = 24.0625 in; ; At; h = 120.00 ft; Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 390 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com POLE WIND LOADS (O7 +85.0' TO +125.00' AGL; ;Outside Pole Diameter (across flats); ODtop = 21.82 in; ODbott = 30.79 = 30.790 in ; Wall Thickness; TH3 = 0.25 in ; L3 = 40.00 ft ;Diameter reduction per foot of height; DRED3 = (ODbott- ODtop) / L3 = 0.224250000 in / ft ; Pole Diameters (a) +85.00' to +125.00' (across flats) ; At; h = 85.00 ft; OD21 = ODbott - (DRED3 x (h - 85)) = 30.7900 in; ; At; h = 90.00 ft ; OD22 = ODbott - ( DRED3 x (h - 85)) = 29.6688 in ; ; At; h = 95.00 ft ; OD23 = ODbott - ( DRED3 x (h - 85)) = 28.5475 in ; ; At; h = 100.00 ft; OD24 = ODbott - (DRED3 x (h - 85)) = 27.4263 in; ; At; h = 105.00 ft; OD25 = ODbott - ( DRED3 x (h - 85) ) = 26.3050 in; ; At; h = 110.00 ft; OD26 = ODbott - ( DRED3 x (h - 85) ) = 25.1838 in; ; At; h = 115.00 ft; OD27 = ODbott - ( DRED3 x (h - 85) ) = 24.0625 in; ; At; h = 120.00 ft; OD28 = ODbott - ( DRE03 x (h - 85) ) = 22.9413 in; ; At; h = 125.00 ft; OD29 = ODbott - ( DRED3 x (h - 85) ) = 21.8200 in; Distributed Pole Wind Loads (a) +85.00' to +125.00' ; Pole force coefficient; CFP = 0.79 ; At +85.00' to +90.00' ; W21 = q x ( 87.5 / 33 ft)z7 x GH x CFP x (OD21 +OD22) / 2 / 12 = 49.37 lbf / ft; At +90.00' to +95.00' ; W22 = q x ( 92.5 / 33 ft )2" x GH x CFP x (OD22 +OD23) / 2 / 12 = 48.30 lbf / ft; ; At +95.00' to +100.00' ; W23 = q x (97.5 / 33 ft )v' x GH x CFP x (OD23 +OD24) / 2 112 = 47.15 Ibf / ft ; At +100.00' to +105.00'; W24 = q x ( 102.5 / 33 ft )y' x GH x CFP x (OD24 +OD25) / 2 / 12 = 45.91 lbf / ft; At +105.00' to +110.00' ; W25 = q x ( 107.5 / 33 ft )y' x GH x CFP x (OD25 +OD26) / 2 / 12 = 44.60 lbf / ft; At +110.00' to +115.00' ; W26 = q x ( 112.5 / 33 ft )w x GH x CFP x (OD26 +OD27) / 2 / 12 = 43.21 lbf / ft; At +115.00' to +120.00' ; W27 = q x ( 117.5 / 33 ft )2 7 x GH x CFP x (OD27 +OD28) / 2 / 12 = 41.76 lbf / ft; At +120.00' to +125.00' ; W28 = q x ( 122.5 / 33 ft )u' x GH x CFP x (OD28 +OD29) / 2 / 12 = 40.24 lbf / ft; DAVIDSON ENGINEERING CIVIL I STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537--f 11 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties (ED +85.00wall thickness; tw3 = 0.25 in; n = 12; sides ; At +85.00'; R021 = OD21 / 2 / cos(15) = 15.9381; R121 = (OD21- 2 x tw3) / 2 / cos(15) = 15.6793; Areas; A021 = (1 / 2) x n x R0212 x sin (2x15) =762.066 int ; A121= (1 / 2) x n x R1212 x sin (2x15) = 737.517 int; net Area ; A21 = ( (1 / 2) x n x R0212 x sin (2x15)) - ( (1 / 2) x n x R1212 x sin (2x15)) = 24.550 in 2; a021 = 2 x (OD21 / 2) x tan(15) = 8.2502 in; ; a121 = 2 x ((OD21- 2 x tw3)/ 2) x tan(15) = 8.1162 in; Moments of Inertia; 1021 = A021 x (6 x R0212 - a0212) / 24 = 46234.2381 in4 ; - 1121 = A121 x (6 x R1212 - a1212) 124 = 43303.4046 in4 ; net Moment of Inertia; 121= 1021-1121 = 2930.8335 in4 ; net Section Modulus; S21 = 121 / R021 = 183.8888 in ; ; Torsional Moment of Inertia; ,121 = 2 x 121 = 5861.6670 in4 Pole Properties (c� +90.00' wall thickness; tw3 = 0.25 in; n = 12; sides ;.At +90.00; R022 = OD22 / 2 / cos(15) = 15.3577; R122 = (OD22 - 2 x tw3) / 2 / cos(15) = 15.0989; Areas; A022 = (1 / 2) x n x R0222 x sin (2x15) =707.574 int ; A122 = (1 / 2) x n x R1222 x sin (2x15) = 683.926 in 2; net Area ; A22 = ( (1 / 2) x n x R0222 x sin (2x15)) - ((1 / 2) x n x R1222 x sin (2x15)) = 23.648 int; a022 = 2 x (OD22 / 2) x tan(15) = 7.9497 in ; ; a122 = 2 x ((OD22 - 2 x tw3)/ 2) x tan(15) = 7.8157 in ; Moments of Inertia; /022 = A022 x (6 x 80222 - a0222) 124 = 39858.5913 in4 ; 1122 = A122 x (6 x R1222 - a1222) 124 = 37238.846.7 in4 ; ;net Moment of Inertia; 122= 1022-1122 = 2619.7446 in4 ; net Section Modulus; S22 = 122 / RO22 = 170.5821 in ; ; Torsional Moment of Inertia ; ,122 = 2 x 122 = 5239.4892 in4 ; Pole Properties (W +95.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +95.00; R023 = OD23 / 2 / cos(15) = 14.7773; R123 = (OD23 - 2 x tw3) / 2 / cos(15) = 14.5185; ; Areas; A023 = (1 / 2) x n x R0232 x sin (2x15) = 655.1034 int ; A123 = (1 / 2) x n x R1232 x sin (2x15) = 632.357 int; ; net Area ; A23 = ( (1 / 2) x n x R0232 x sin (2x15)) - ( (1 / 2) x n x R1232 x sin (2x15)) = 22.747 int; ;a023 = 2x (OD23 / 2) x tan(15) = 7.6493 in; ;a123 = 2x ((OD23 - 2 x tw3)/ 2) x tan(15) = 7.5153 in; ; Moments of Inertia; 1023 = A023 x (6 x R0232 - a0232) 124 = 34166.2470 in4 ; 1123 = A123 x (6 x 81232 -a1232) 124 = 31834.7597 in4 ; ;net Moment of Inertia; 123= 1023-1123 = 2331.4873 in4 ; net Section Modulus; S23= 123 / RO23 = 157.7752 in ; Torsional Moment of Inertia; J23 = 2 x 123 = 4662.9745 in4 ; Pole Properties (a) +100.00' wall thickness; tw3 = 0.25 in; n = 12; sides At +100.00; Roza = OD24 / 2 / cos(15) = 14.1969; R124 = (OD24 - 2 x tw3) 2 / cos(15) = 13.9381; Areas ; A024 = (1 / 2) x n x R0242 x sin (2x15) = 604.6535 int; A124 = (1 / 2) x n x R1242 x sin (2x15) = 582.808 int; net Area ; A24 = ( (1 / 2) x n x R0242 x sin (2x15)) - ( (1 / 2) x n x R1242 x sin (2x15)) = 21.846 int; ;a024 = 2x (OD24 / 2) x tan(15) = 7.3488 in; ;a124 = 2x ((0D24 - 2 x tw3)/ 2) x tan(15) = 7.2149 in; Moments of Inertia; 1024 = A024 x (6 x R0242 - a0242) 124 = 29106.5459 in4 ; 1124 = A124 x (6 x R1242 - a1242) 124 = 27041.3547 in4 net Moment of Inertia; 124 = 1024 -1124 = 2065.1913 in4 ; net Section Modulus; S24 = 124 / R024 = 145.4681 in ; Torsional Moment of Inertia ; ,124 = 2 x 124 = 4130.3826 in4 ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services - Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 12 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site o Lat 39 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Properties (cD +105.00wall thickness; tw3 = 0.25 in; n = 12; sides At +105.00; R025 = OD25 / 2 / cos(15) = 13.6165; R125 = (OD25 - 2 x tw3) / 2 / cos(15) = 13.3577; Areas; A025 = (1 / 2) x n x R0252 x sin (2x15) = 556.2248 int ; A125 = (1 / 2) x n x R1252 x sin (2x15) = 535.281 int; net Area ; A25 = ( (1 / 2) x n x R0252 x sin (2x15)) - ( (1 / 2) x n x R1252 x sin (2x15)) = 20.944 int; a025 = 2 x (OD25 / 2) x tan(15) = 7.0484 in; ; a125 = 2 x ((OD25 - 2 x tw3)/ 2) x tan(15) = 6.9144 in; ; Moments of Inertia; /025 = A025 x (6 x R025 - a0252) 124 = 24630.7805 in4 ; 1125 = A125 x (6 x R1252 - a1252) / 24 = 22810.7940 in4 ;net Moment of Inertia; 125= 1025-1125 = 1819.9865 in4 ; net Section Modulus; S25= 125 / Ro25 = 133.6607 in Torsional Moment of Inertia; J25 = 2 x 125 = 3639.9729 in4 Pole Properties (a. +110.00' wall thickness; tw3 = 0.25 in; n = 12; sides; ; At +110.0 , R026 = OD26 / 2 / cos(15) = 13.0361; R126 = (OD26 - 2 x tw3) / 2 / cos(15) = 12.7772; Areas; A026 = (1 / 2) x n x R0262 x sin (2x15) = 509.8172 int ; A126 = (1 / 2) x n x R1262 x sin (2x15) = 489.774 int; ; net Area ; A26 = ((1 / 2) x n x R0262 x sin (2x15)) - ((1 / 2) x n x R1262 x sin (2x15)) = 20.043 in2; a026 = 2 x (OD26 / 2) x tan(15) = 6.7480 in; ; a126 = 2 x ((OD26 - 2 x tw3)/ 2) x tan(15) = 6.6140 in; Moments of Inertia; /026 = A026 x (6 x R026 - a0262) 124 = 20692.1943 in4 ; 1126 = A126 x (6 x R1262 - a1262) 124 = 19097.1916 in4 , net Moment of Inertia; 126 = /026 -1126 = 1595.0026 in4 ; net Section Modulus; S26 = 126 / Ro26 = 122.3530 in ; Torsional Moment of Inertia; J26 = 2 x 126 = 3190.0053 in4 ; Pole Properties (6D +115.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +115.0'; R027 = OD27 / 2 / cos(15) = 12.4557; R127 = (OD27 - 2 x tw3) / 2 / cos(15) = 12.1968; Areas ; A027 = (1 / 2) x n x R0272 x sin (2x15) =465.430 int ; A127 = (1/ 2) x n x R1272 x sin (2x15) = 446.289 int; net Area ; A27 = ( (1 / 2) x n x R0272 x sin (2x15)) - ( (1 / 2) x n x R1272 x sin (2x15)) = 19.142 in2; a027 = 2 x (OD27 / 2) x tan(15) = 6.4475 in; ;a127 = 2x ((OD27 - 2 x tw3)/ 2) x tan(15) = 6.3136 in; Moments of Inertia; 1027 = A027 x (6 x R0272 -a0272) 124 = 17245.9823 in4 ; 1127 = A127 x (6 x R1272 - a1272) 124 = 15856.6127 in4 ; net Moment of Inertia; 127 = 1027 -112, = 1389.3696 in4 ; net Section Modulus; S27 = 127 / R027 = 111.5452 in ; Torsional Moment of Inertia ; J27 = 2 x 127 = 2778.7392 in4 ; Pole Properties A +120.00' wall thickness; tw3 = 0.25 in; n = 12; sides ; At +120.0 , R028 = OD28 / 2 / cos(15) = 11.8753; R128 = (OD28 - 2 x tw3) / 2 / cos(15) = 11.6164; Areas; A028 = (1 / 2) x n x R0282 x sin (2x15) = 423.0657 in2 ; A126 = (1 / 2) x n x R1282 x sin (2x15) = 404.825 in2; net Area; A28 = ( (1 / 2) x n x R0282 x sin (2x15)) - ((1 / 2) x n x R1282 x sin (2x15)) = 18.240 in2; a028 = 2 x (OD28 / 2) x tan(15) = 6.1471 in ; ; a128 = 2 x ((OD28 - 2 x tw3)/ 2) x tan(15) = 6.0131 in Moments of Inertia; 1028 = A028 x (6 x R028 - a0282) 124 = 14249.2911 in4 ; 1128 = A128 x (6 x R1282 - a1282) 124 = 13047.0740 in4 ; ;net Moment of Inertia; 128= 1028-1128 = 1202.2172 in4 ; net Section Modulus; S28 = 128 / Ro28 = 101.2371 in ; ; Torsional Moment of Inertia ; J28 = 2 x 128 = 2404.4343 in4; ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project NumberDM"IDSON 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 13 / 1 Rogue River, OR 97537 Calc. by Date AT&T ws site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number C005 Long 1210 34'28" Pole Properties (a� +125.00wall thickness; tw3 = 0.25 in;. n = 12; sides ; At +125.0'; R029 = OD29 / 2 / cos(15) = 11.2949: Ries = (OD29 — 2 x tW3) / 2 / cos(15) = 11.0360; Areas; A029 = (1 / 2) x n x R0292 x sin (2x15) = 382.7218 int ; A129 = (1 / 2) x n x 81292 x sin (2X15) = 365.383 int; net Area ; A29 = ( (1 / 2) x n x R0292 x sin (2x15)) - ( (1 / 2) x n x R1292 x sin (2x15)) = 17.339 int; ;a029 = 2x (OD29 / 2) x tan(15) = 5.8467 in; ;a129 = 2x ((OD29 — 2 x tW3)/ 2) x tan(15) = 5.7127 in; Moments of Inertia; 1029 = A029 x (6 x R029 — a0292) 124 = 11661.2185 in4 1129 = A129 x (6 x R129 2 — a1292) 124 = 10628.5434 in4 ;net Moment of Inertia; 129= 1029-1129 = 1032.6751 in4 ; net Section Modulus; S29 = I29 / Ro29 = 91.4287 in3 ; ;Torsional Moment of Inertia; ,129 = 2 x 129 = 2065.3503 in4 ; DAV I DS O N ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. I rev. 296 Covered Bridge Road 14 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 39° 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Antenna Wind and Dead Loads AMPS Platform (a) +127.00' Wind and Dead Loads Provide future capability of converting 3 each DB806 antennas to 15 each DB8331834 R -F panel antennas; Area of AMPS Platform with 15 antennas and molded radome; AAMPS = 12.0 ft x 3.75 ft = 45.00 ft,; ; use; CFP = 2.4 ; for triangular shape of platform ; PAMPs = Q x ( 127 / 33 ft )2J7 x GH x CFp x AAMPs = 29801bf ; ; DLAMPs = 2000 Ibf ; Antenna Dead Loads; DLant = 15 x 30 Ibf = 450 /bf,- 12 each.Swedcom SC100-13Din panel antennas (aD +110' Wind and Dead Load Panel Dimensions; H = 86.0 in; W = 6.0 in ; D = 8.5 in ; Panel Antenna Area; APAN = H x D / 144 = 5.08 ftz Antenna Top Elevation; tPAN = 113.5833 ft ; Antenna Bottom Elevation; bPAN = 106.4167 ft Average Antenna Height; ZPAN = (tPAN + bPAN) / 2 = 110.00 ft Antenna Height Coefficient; KZPAN = (zpAN/33 ft)vr = 1.41.06 Antenna Shape Factor Force Coefficient; CFPAN = 3.2 ; ( for 3 antennas on 3 faces including mounts ) . PPAN = Q X KZPAN X GH X CFPAN x 3 x APAN = 1291 Ibf ; Antenna and Mount Dead Load; DLPAN = 12 x 36 Ibf + 650 lbf = 1082 Ibf ; Torsion; TpAN = PPAN X 0.0 in = 0 ; Ibf-in ; 6 Foot Diameter Solid MW Dish 0) +35' with planar radome Wind and Dead Load ; Dish Diameter; D = 6.0 ft 6 Foot Dish Area; AMw = rr / 4 x DZ = 28.27 ft' Antenna Top Elevation; tMw = 38.0 ft ; Antenna Bottom Elevation; bMw = 32.0 It Average Antenna Height; zMw = (tMw + bMw) / 2 = 35.00 ft ;Antenna Height Coefficient; KZMw = (zMw / 33 ft )v' = 1.0170 ;Antenna Shape Factor Force Coefficient; CFMw = 1.72 PMw = Q X KZMw x GH x CFMw X AMw = 929 Ibf ; ;Antenna and Mount Dead Load; DLAM, = 6.5 ft x 10.8 Ibf / ft + 251bf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 32502 ; Ibf-in ; DAVIDSON ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole - Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 15 / 1 Calc. by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number 0005 Long 1210 34'28" 6 Foot Diameter Solid MW Dish (a) +50' with molded radome Wind and Dead Load ; Dish Diameter, D = 6.0 ft 6 Foot Dish Area; AMw = 1r 14 x DZ = 28.27 ft' Antenna Top Elevation; tMw = 53.0 ft ; Antenna Bottom Elevation; bMw = 47.0 ft Average Antenna Height; zMw = (tMw + bMw) / 2 = 50.00 ft Antenna Height Coefficient; Kznw = (zMw/ 33 ft )y' = 1.1261 Antenna Shape Factor Force Coefficient; CpFMw = 1.72 PMw = Q x KZMw X GH x CFMw x AMw = 1028 Ibf ; Antenna and Mount Dead Load; DLAM1 = 6.5 ft x 10.8 Of / ft + 25 Ibf + 281 Ibf = 376 Ibf ; Torsion; TMw = PMw x 35.0 in = 35989 ; Ibf-in ; DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 16 / 1 Rogue River, OR 97537 Calc. by Date AT&T ws site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: www.tower-structures.com Pole Design (Strength Design -- 80 MPH basic wind speed) OTMo = 11726.382 ; kip — in ; Vo = 12.295 kips ; OTM42 = 6152.680 ; kip — in ; V30 = 9.272 kips ; OTM85 = 2347.017 ; kip — in ; V85 = 6.147 kips ; OTMI25 = 73.350 ; kip — in ; V125 = 3.056 kips ; Bottom Pole Section Design at +0.0, w = 12.929 in; t = 0.4375 in; Fy = 36 ksi; SR = (w / t) x (Fy)112 = 177.31; < 240; Section is compact; Use; Fb = 0.60 x Fy; So = 788.007 in' ; bending stress at +0.0'; fbo = OTMo / So = 14.881 kips / inZ ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / in2 ; S42 = 506.608 in ; bending stress at +42.0; fb42 = OTM42 / S42 = 12.145 kips / inZ ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / inZ ; Wall thickness may be as thin as 5/16" and tubular pole section would still be adequate; Middle Pole Section Destgn at +42'; w = 10.667 in; t = 0.4375 in; Fy = 36 ksi; SR = (w / t) x (Fy)'n = 146.29; < 240; Section is compact; Use; Fb = 0.60 x Fy; S42 = 533.344 in3 ; bending stress at +42'; fb42 = OTM42 / S42 = 11.536 kips / inZ ; < ; Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / inZ ; S85 = 302.988 in3 ; bending stress at +85'; fb85 = OTM85 / S85 = 7.746 kipS / inZ ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / inZ ; Wall thickness may be as thin as 5/16" and tubular pole section would still be adequate; Upper Pole Section Design at +42,- w = 8.25 in; t = 0.25 in; Fy = 36 ksi; SR = (w / t) x (Fy)'n = 198.00; < 240; Section is compact; Use; Fb = 0.60 x Fy; S85 = 183.889 in-; bending stress at +85'; fb85 = O TM85 / S85 = 12.763 kips / inZ ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / inZ ; S125 = 91.429 in3 ; bending stress at +125'; fb125 = OTM125 / S125 = 0.802 kips / inZ ; < ;Fb = 36.0 x 0.60 x 4/3 = 28.80 kips / inZ ; Strength of pole.sections exceed required bending strength by factor of approximately 2 or more even when 36 ksi material is assumed at 80 MPH basic wind speed Therefore, pole is adequate thru-out DAVIDSON. ENGINEERING CIVIL/ STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services —Ken Taylor Sheet no. / rev. 296 Covered Bridge Road Rogue River, OR 97537 17 1 / C by Date AT&T WS Site Lat 390 27'48" Tel: (541) 582-8074 Fax: (541) 582-0072 Internet: www.tower-structures.com DWD 25 -June -01 Number COOS Long 1210 34'28" Check Pole Deflections aC) 50 MPH basic wind speed Tower Nodal Rotations ; Node 8 @ +35; 4 = 0.192 degrees ; 6 foot diameter MW dish ; Node 12 @ +50'; �12 = 0.273 degrees ; 6 foot diameter MW dish Dish Frequencies ; Node 8: 6 it MW dish frequency; F13 is unknown Node 12: 6 ft MW dish frequency; F21 is unknown ; From Nomograph Figure C3 on page 75 of EIA 222-F; ;Maximum permissible 6 foot diameter dish frequency is > 30.0 GHz at �12 = 0.273 degrees; Antenna frequencies may be -greater than 30.0 GHz and still remain operational at 50 MPH basic wind speed DAVIDSON ENGINEERING CIVIL / STRUCTURAL ENGINEERING CONSULTANT Project: Review (Existing) 125 Foot Tall Steel Segmented Pole — Ophir Road Site - Oroville, CA Project Number 411-01 Client: AT&T Wireless Services — Ken Taylor Sheet no. / rev. 296 Covered Bridge Road 18 / 1 Rogue River, OR 97537 Tel: (541) 582-8074 Fax: (541) 582-0072 Calc. by Date AT&T WS Site Lat 39° 27'48" DWD 25 -June -01 Number C005 Long 1210 34'28" Internet: wwwAower-structures.com Qualitative Check of Existing Foundations Existing foundation diameter and depth are unknown insofar as no documentation can be found with regard to the existing pole or foundation construction. However, the existing pole is only stressed to approximately 50 percent of its allowable stress (even assuming a very low yield stress for the steel material). Ordinarily, the supporting foundation structure is designed to develop the full bending capacity of the pole with a significantly larger factor of safety used in the design of the foundation than would exist in the pole under the same environmental load condition. Therefore, based on the very low level of pole bending stress found in this analysis, it is extremely likely that the supporting foundation structure is adequate for safe resistance to the applied loads. Hence, existing foundation is OK by qualitative analysis (Factor of Safety of foundation is very likely greater than 3 under the applied loads) Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 29, 2001 Page 1 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-0171 Project Details Title: Client: Site: Building: Description: Design Details Job ID: Version: Company: Designed by: Checked by: Notes: Review (E) 125 ft Tapered Steel Pole AT&T Wireless Services - Mr. Ken Taylor Site Coo5 (AWS Ophir Road Site) 125 ft tall Steel Monopole of unknown manufacture 83 Bronson Court, Oroville, CA 411-01 1 DAVIDSON-ENGINEERING DWD DWD Butte County requires minimum 75 MPH basic wind speed, but AT&T requires 80 MPH Joint Coordinates (in) Joint Label x Y z Type 1 Base 0.0000 0.0000 0.0000 Rigid 2 5' 0.0000 60.0000 0.0000 Rigid 3 0.0000 120.0000 0.0000 Rigid 4 15' 0.0000 180.0000 0.0000 Rigid 5 0.0000 240.0000 0.0000 Rigid 6 25' 0.0000 300.0000 0.0000 Rigid 7 0.0000 360.0000 0.0000 Rigid 8 35' 0.0000 420.0000 0.0000 Rigid 9 0.0000 480.0000 0.0000 Rigid 10 42' 0.0000 504.0000 0.0000 Rigid 11 45' 0.0000 545.7325 0.0000 Rigid 12 50' 0.0000 600.0000 0.0000 Rigid 13 55' 0.0000 660.0000 0.0000 Rigid 14 0.0000 720.0000 0.0000 Rigid 15 65' 0.0000 780.0000 0.0000 Rigid 16 0.0000 839.9999 0.0000 Rigid 17 75' 0.0000 900.0000 0.0000 Rigid 18 0.0000 960.0000 0.0000 Rigid 19 85' 0.0000 1020.0000 0.0000 Rigid 20 0.0000 1080.0000 0.0000 Rigid 21 95' 0.0000 1140.0000 0.0000 Rigid 22 0.0000 1200.0000 0.0000 Rigid 23 105' 0.0000 1260.0000 0.0000 Rigid 24 110' 0.0000 1320.0001 0.0000 Rigid 25 115' 0.0000 1380.0001 0.0000 Rigid 26 120' 0.0000 1440.0000 0.0000 Rigid 27 125' 0.0000 1500.0000 0.0000 Rigid 28 127' 0.0000 1524.0000 0.0000 Rigid Member Geometry (in,deg) Member Label Jointl J6int2 Length Slope Orient. 1 0'-5' 1 2 60.0000 90.0000 0.0000 2 5'-15' 2 3 60.0000 90.0000 0.0000 3 5'-15' 3 4 60.0000 90.0000 0.0000 4 15'-25' 4 5 60.0000 90.0000 0.0000 5 15'-25' 5 6 60.0000 90.0000 0.0000 6 25'-35' 6 7 60.0000 90.0000 0.0000 7 25'-35' 7 8 60.0000 90.0000 0.0000 8 35'-42' 8 9 60.0000 90.0000 0.0000 9 35'-42' 9 10 24.0000 90.0000 0.0000 10 42'-45' 10 11 41.7325 90.0000 0.0000 11 45'-50' 11 12 54.2675 90.0000 0.0000 12 50'-55' 12 13 60.0000 90.0000 0.0000 13 55'-65' 13 14 60.0000 90.0000 0.0000 14 55'-65' 14 15 60.0000 90.0000 0.0000 15 65'-75' 15 16 60.0000 90.0000 0.0000 16 65'-75' 16 17 60.0000 90.0000 0.0000 17 75'-85' 17 18 60.0000 90.0000 0.0000 18 75'-85' 18 19 60.0000 90.0000 0.0000 19 19 20 60.0000 90.0000 0.0000 20 20 21 60.0000 90.0000 0.0000 21 21 22 60.0000 90.0000 0.0000 22 22 23 60.0000 90.0000 0.0000 23 23 24 60.0001 90.0000 0.0000 24 110'-115' 24 25 60.0000 90.0000 0.0000 Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA I Friday, June 29, 2001 Page 2 of;6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01:1 25 25 26 60.0000 90.0000 0.0000 26 26 27 60.0000 90.0000 0.0000 27 27 28 24.0000 90.0000 0.0000 Member Types Label Group Section 1 0'-5' Custom3 Po12 48.25"x7/16" Member Label Plx' Oy' fdz' Member Type Self weight 1 0'-5' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 2 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 3 5'-15' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 4 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 5 15'-25' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 6 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 7 25'-35' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 8 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 9 35'-42' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 10 42'-45' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 11 45'-50' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 12 50'-55' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 13 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 14 55'-65' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 15 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 16 65'-75' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 17 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 18 75'-85' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 19 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynami11 c 20 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynami,'c 21 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 22 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 23 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynami;c 24 110'-115' Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 25 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 26 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic 27 Rigid/Rigid Rigid/Rigid Rigid/Rigid Normal Static & Dynamic Member Sections Member Label Group Section 1 0'-5' Custom3 Po12 48.25"x7/16" 2 5'-15' Custom3 Po12 46"x7/16" 3 5'-15' Custom3 Po12 46"x7/16" 4 15'-25' Custom3 Po12 43.75"x7/16" 5 15'-25' Custom3 Po12 43.75"x7/16" 6 25'-35' Custom3 Po12 41.5"x7/16" 7 25'-35' Custom3 Po12 41.5"x7/16" 8 35'-42' Custom3 Po12 39.265"x7/16" 9 35'-42' Custom3 Po12 39.265"x7/16" 10 42'-45' Custom3 Po12 39.265"x7/16" 11 45'-50' Custom3 Po12 38.021lx7/16" 12 50'-55' Custom3 Po12 38.02"x7/16" 13 55'-65' Custom3 Poll 35.77"x7/16" 14 55'-65' Custom3 Po12 35.77"x7/16" 15 65'-75' Custom3 Po12 33.531lx7/16" 16 65'-75' Custom3 Po12 33.531lx7/16" 17 75'-85' Custom3 Poll 31.29"x.7/16" 18 75'-85' Custom3 Po12 31.29"x.7/16" 19 Custom3 Po12 29.67"xl/4" 20 Custom3 Po12 29.67"xl/4" 21 Custom3 Po12 27.43"xl/9" 22 Custom3 Po12 27.93"xl/4" 23 Custom3 Pol2 25.18"xl/4" 24 110'-115' Custom3 Po12 25.18"xl/4" 25 Custom3 Po12 22.99"xl/4" 26 Custom3 Po12 22.99"xl/4" 27 Custom3 Po12 21.82"xl/4" Section Properties Section A Ix Iy J E G in^2 in^4 in^4 in^4 psi ps- 012 48.251lx7/16" 67.2632 19679.5570 19679.5570 39359.1141 2.9501e+007 1.1400e+00i Po12 46"x7/16" 64.1040 17034.7510 17034.7510 34069.5019 2.9501e+007 1.1400e+007 012 43.751lx7/16" 60.9438 14637.9267 14637.9267 29274.8535 2.9501e+007 1.1400e+007 Po12 41.5"x7/16" 57.7836 12477.0851 12477.0851 24954.1703 2.9501e+007 1.1400e+00? 12 39.265"x7/16" 54.6234 10540.2272 10540.2272 21079.4544 2.9501e+007 1.1900e+007 Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 29, 2001 24110' Px 1291.0000 835' Px Page 3 of 6 Multiframe4D Version 7.51 Px 1028.0000 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 012 38.02"x7/16" 52.8653 9555.2994 9555.2994 19109.5988 2.9501e+007 1.1400e+0)7 012 35.77"x7/16" 49.7101 7944.4175 7944.4175 15887.8351 1.1400e+007 2.9501e+0)7 012 33.53"x7/16" 46.5539 6525.5215 6525.5215 13051.0431 2.9501e+007 1.1900e+0 )7 12 31.29"x.7/16" 43.3987 5286.6124 5286.6124 10573.2247 2.9501e+007 1.1400e+0)7 Po12 29.67"xl/4" 23.6495 2619.8079 2619.8079 5239.1159 2.9501e+007 1.1400e+0]7 Po12 27.43"xl/4" 21.8474 2064.8486 2064.8486 4129.6972 2.9501e+007 1.1400e+OF)7 Po12 25.18"xl/4" 20.0443 1594.8831 1594.8831 3189.7661 2.9501e+007 1.1400e+007 Po12 22.94"xl/4" 18.2412 1202.1318 1202.1318 2404.2536 2.9501e+007 1.1400e+Oa7 Po12 21.82"xl/9" 17.3401 1032.9243 1032.9243 2064.8486 2.9501e+007 1.1400e+0(17 Total Mass (lb) 18728.8263 Joint Restraints and Prescribed Displacements (in,deg) Joint Label Joint Axes dx dy dz Ox gy E.z 1 Base Local 0.0000 0.0000 0.0000 0.0000 0.0000 0.000O There are no springs Joint Loads(lbf,lbf-in) TL +X 80MPH Joint Label Load Mag 28127' Px 2980.0000 24110' Px 1291.0000 835' Px 929.0000 1250' Px 1028.0000 835' My 32501.9998 1250' My 35988.9998 2195' Py -78.0000 28127' Py -2450.0001 24110' Py -1082.0000 1250' Py -476.0000 835' Py -526.0000 There are no prescribed joint displacements in TL +X 80MPH Member Loads (lbf,lbf-in) TL +X 80MPH Member Label Load Shape Left Dist Right Dist Left Mag Right Mai 1 0'-5' Wx' Uniform - - -19.0546 - 2 5'-15' Wx' Uniform - - -18.1597 - 3 5'-15' Wx' Uniform - - -18.1597 - 4 15'-25' Wx' Uniform - - -17.2648 - 5 15'-25' Wx' Uniform - - -17.2648 - 6 25'-35' Wx' Uniform - - -16.3690 - 7 25'-35' Wx' Uniform - - -16.3690 - 8 35'-42' Wx' Uniform - - -15.4740 - 9 35'-42' Wx' Uniform - - -15.4740 - 10 42'-45' Wx' Uniform - - -15.4740 - 11 45'-50' Wx' Uniform - - -14.9759 - 12 50'-55' Wx' Uniform - - -14.9759 - 13 55'-65' Wx' Uniform - - -14.0818 - 14 55'-65' Wx' Uniform - - -14.0818 - 15 65'-75' Wx' Uniform - - -13.1877 - 16 65'-75' Wx' Uniform - - -13.1877 - 17 75'-85' Wx' Uniform - - -12.2945 - 18 75'-85' Wx' Uniform - - -12.2945 19 Wx' Uniform - - -6.6995 20 Wx' Uniform - - -6.6995 - 21 Wx' Uniform - - -6.1890 22 Wx' Uniform - - -6.1890 23 Wx' Uniform - - -5.6782 24 110'-115' Wx' Uniform - - -5.6782 - 25 Wx' Uniform - -. -5.1678 - 26 Wx' Uniform - - -5.1678 - 27 Wx' Uniform - - -4.9122 - 1 0'-5' Wx Uniform - - 4.9125 - 2 5'-15' Wx Uniform - - 4.7967 - 3 5'-15' Wx Uniform - - 4.6808 - 4 15'-25' Wx Uniform - - 4.5650 - 5 15'-25' Wx Uniform - - 4.4500 - Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 29, 2001 Page 4 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 6 25'-35' Wx Uniform - - 4.3342 - 7 25'-35' Wx Uniform - - 4.2183 8 35'-42' Wx Uniform - - 4.2550 - 9 35'-42' Wx Uniform - - 4.2792 _ 10 42'-45' Wx Uniform - - 4.4000 - 11 45'-50' Wx Uniform - - 4.4100 - 12 50'-55' Wx Uniform - - 4.4058 - 13 55'-65' Wx Uniform - - 4.3858 - 14 55'-65' Wx Uniform - - 4.3533 - 15, 65'-75' Wx Uniform - - 4.3083 16 65'-75' Wx Uniform - - 4.2525 - 17 75'-85' Wx Uniform - - 4.1867 - 18 75'-85' Wx Uniform - - 4.1125 - 19 -0.0016 Wx Uniform - - 4.1142 20 4 Wx Uniform - - 4.0250 - 21 -0.0028 Wx Uniform - - 3.9292 - 22 5 Wx Uniform - - 3.8258 - 23 -0.0045 Wx Uniform - - 3.7167 - 24 110'-115' Wx Uniform - - 3.6008 - 25 -0.0070 Wx Uniform - - 3.4800 - 26 7 Wx Uniform - - 3.3533 - 1 0'-5' Wy Uniform - - -1.2083 - 2 5'-15' Wy Uniform - - -1.2083 - 3 5'-15' Wy Uniform - - -1.2083 - 4 15'-25' Wy Uniform - - -1.2083 - 5 15'-25' Wy Uniform - - -1.2083 - 6 25'-35' Wy Uniform - - -1.2083 - 7 25'-35' Wy Uniform - - -1.2083 - 8 35'-42' Wy Uniform - - -1.2083 - 9 35'-42' Wy Uniform - - -1.2083 - 10 42'-45' Wy Uniform - - -1.2083 11 45'-50' Wy Uniform - - -1.2083 - 12 50'-55' Wy Uniform - - -1.2083 - 13 55'-65' Wy Uniform - - -1.2083 - 14 55'-65' Wy Uniform - - -1.2083 - 15 65'-75' Wy Uniform - - -1.2083 - 16 65'-75' Wy Uniform - - -1.2083 - 17 75'-85' Wy Uniform - - -1.2083 - 18 75'-85' Wy Uniform - - -1.2083 - 19 Wy Uniform - - -1.2083 - 20 Wy Uniform - - -1.2083 - 21 Wy Uniform - - -1.2083 - 22 Wy Uniform - - -1.2083 - 23 Wy Uniform - - -1.2083 - 24 110'-115' Wy Uniform - - -0.6250 - 25 Wy Uniform - - -0.6250 - 26 Wy Uniform - - -0.6250 - 27 Wy Uniform - - -0.6250 1 - There are no thermal loads in TL +X 80MPH Analysis Settings Load Case LC Type Analysis Options Settings TL +X 80MPH Static Nonlinear P-d,P-D Incs=1, Tot=1.0000e-003 Joint Displacements (in,deg) Joint Label Load Case dx' dy' dz' Ox' Oy' Oz, 1 Base MPH (P-d,P-D) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 5' MPH (P-d,P-D) 0.0356 -0.0007 -0.0000 -0.0000 0.0005 -0.0673 3 MPH (P-d,P-D) 0.1446 -0.0016 -0.0000 -0.0000 0.0011 -0.1401 4 15' MPH (P-d,P-D) 0.3272 -0.0028 -0.0000 -0.0000 0.0017 -0.2080 5 MPH (P-d,P-D) 0.5841 -0.0045 -0.0000 -0.0000 0.0024 -0.2816 6 25' MPH (P-d,P-D) 0.9151 -0.0070 -0.0001 -0.0000 0.0031 -0.3498 7 MPH (P-d,P-D) 1.3207 -0.0103 -0.0001 -0.0000 0.0040 -0.4237 8 35' MPH (P-d,P-D) 1.8004 -0.0148 -0.0002 -0.0000 0.0048 -0.4915 9 MPH (P-d,P-D) 2.3542 -0.0204 -0.0002 -0.0000 0.0053 -0.5652 10 42' MPH (P-d,P-D) 2.5967 -0.0231 -0.0002 -0.0000 0.0055 -0.5929 11 45' MPH (P-d,P-D) 3.0454 -0.0283 -0.0003 -0.0000 0.0059 -0.6387 12 50' MPH (P-d,P-D) 3.6796 -0.0361 -0.0004 -0.0000 0.0064 -0.6996 13 55' MPH (P-d,P-D) 4.4449 -0.0463 -0.0005 -0.0000 0.0064 -0.7612 14 MPH (P-d,P-D) 5.3347 -0.0607 -0.0006 -0.0000 0.0064 -0.9356 15 65' MPH (P-d,P-D) 6.3983 -0.0806 -0.0008 -0.0000 0.0064 -1.0933 Multiframe Summary Joint Reactions (lbf,lbf-in) Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 29, 2001 My' Mz' 1 Base MPH (P-d,P-D) -12281.5774 23338.5867 0.5172 468.2996 Page 5 of 6 Multiframe4D 2 5' Version 7.51 (P-d,P-D) 0.0002 0.0072 0.0000 0.0013 -0.0028 DE 125ft Pole OphirRd OrovilleCA AT&T 411-01-1 16 0.0001 0.0046 -0.0015 MPH (P-d,P-D) 7.5784 -0.1042 -0.0009 -0.0000 0.0064 -1.1558 17 75' (P-d,P-D) MPH (P-d,P-D) 8.8243 -0.1305 -0.0011 -0.0000 0.0064 -1.2150 18 0.0005 0.0033 MPH (P-d,P-D) 10.1349 -0.1595 -0.0013 -0.0000 0.0064 -1.2823 19 85' 0.0005 0.0059 MPH (P-d,P-D) 11.5083 -0.1912 -0.0015 -0.0000 0.0064 -1.3351 20 0.0023 10 42' MPH (P-d,P-D) 12.9620 -0.2270 -0.0017 -0.0000 0.0064 -1.4354 21 95' -0.0008 0.0491 MPH (P-d,P-D) 14.5082 -0.2674 -0.0019 -0.0000 0.0064 -1.51EO 22 13 55' MPH MPH (P-d,P-D) 16.1402 -0.3123 -0.0021 -0.0000 0.0064 -1.5950 23 105' -0.0005 MPH (P-d,P-D) 17.8493 -0.3615 -0.0023 -0.0000 0.0064 -1.66"x5 24 110' (P-d,P-D) MPH (P-d,P-D) 19.6243 -0.4145 -0.0026 -0.0000 0.0064 -1.7242 25 115' 0.00018 MPH (P-d,P-D) 21.4522 -0.4706 -0.0028 -0.0000 0.0064 -1.7659 26 120' 0.0181 0.8234 MPH (P-d,P-D) 23.3206 -0.5291 -0.0031 -0.0000 0.0064 -1.80LO 27 125' 2195' MPH (P-d,P-D) 25.2158 -0.5894 -0.0034 -0.0000 0.0064 -1.8172 28 127' -0.0000 -0.1118 MPH (P-d,P-D) 25.9770 -0.6136 -0.0035 -0.0000 0.0064 -1.8189 Joint Reactions (lbf,lbf-in) Joint Label Load Case Rx' Ry' Rz' Mx' My' Mz' 1 Base MPH (P-d,P-D) -12281.5774 23338.5867 0.5172 468.2996 -68476.010011726382.3135 2 5' MPH (P-d,P-D) 0.0002 0.0072 0.0000 0.0013 -0.0028 -0.000L 3 MPH (P-d,P-D) 0.0002 0.0103 0.0001 0.0046 -0.0015 0.0003 4 15' MPH (P-d,P-D) 0.0001 0.0102 0.0001 0.0092 0.0049 0.0017 5 MPH (P-d,P-D) -0.0002 0.0095 0.0001 0.0134 -0.0015 -0.5503 6 25' MPH (P-d,P-D) 0.0006 0.0206 0.0001 0.0189 0.0005 0.0033 7 MPH (P-d,P-D) -0.0001 0.0096 0.0001 0.0249 -0.0022 0.005) 8 35' MPH (P-d,P-D) 0.0005 0.0059 -0.0000 0.0273 0.0008 0.550) 9 MPH (P-d,P-D) 0.0004 0.0265 0.0033 0:0582 0.0003 0.0023 10 42' MPH (P-d,P-D) -0.0009 0.0225 -0.0022 0.0760 -0.0014 0.0023 11 45' MPH (P-d,P-D) -0.0000 -0.0229 -0.0008 0.0491 -0.0009 -0.549W 12 50' MPH (P-d,P-D) 0.0004 -0.0025 -0.0002 0.0333 -0.0000 -0.009- 13 55' MPH (P-d,P-D) -0.0011 -0.1381 -0.0007 0.0102 -0.0013 -0.0003 14 MPH (P-d,P-D) -0.0016 -0.0600 -0.0002 -0.0153 -0.0005 -0.2765 15 65' MPH (P-d,P-D) 0.0015 0.0867 0.0003 -0.0113 0.0023 0.2765 16 MPH (P-d,P-D) -0.0115 -0.5642 -0.0014 -0.0448 0.0010 0.2765 17 75' MPH (P-d,P-D) 0.0055 0.2780 0.0008 -0.0624 0.0014 0.00018 18 MPH (P-d,P-D) -0.0206 -0.8830 -0.0017 -0.0891 0.0021 0.0000 19 85' MPH (P-d,P-D) 0.0181 0.8234 0.0017 -0.0887 0.0022 0.276: 20 MPH (P-d,P-D) -0.0101 -0.3882 -0.0006 -0.0543 0.0015 0.1381-- .138_21 2195' MPH (P-d,P-D) -0.0195 -0.6826 -0.0007 -0.0914 0.0026 0.000C+ 22 MPH (P-d,P-D) -0.0047 -0.0877 -0.0000 -0.1118 0.0033 0.000C 23 105' MPH (P-d,P-D) 0.0001 0.0521 0.0004 -0.1003 0.0031 0.000C 24 110' MPH (P-d,P-D) 0.0074 0.2886 0.0003 -0.0784 0.0025 -0.069= 25 115' MPH (P-d,P-D) -0.0495 -1.5720 -0.0010 -0.0993 0.0032 -0.034E 26 120' MPH (P-d,P-D) 0.0388 1.2762 0.0010 -0.0993 0.0033 -0.017_ 27 125' MPH (P-d,P-D) -0.0084 -0.2529 -0.0064 -0.1248 0.0041 -0.008E 28 127' MPH (P-d,P-D) 0.0551 1.7279 0.0075 -0.0905 0.0029 0.004C Sum of Reactions (lbf,lbf-in) TL +X 80MPH (P-d,P-D) Rx -12281.5765 Ry 23338.5885 Rz 0.5172 Member Actions (lbf,lbf-in) Member Load Case Px' Vy' Vz' Tx' My' Mz' 1 TL +X 8OMPH (P-d,P-D) 23331.2962 12295.4224 0.4615 -68476.0229 -455.2421 11726382.3135 (0'-5') -22188.1987 -12000.6732 -0.4615 68476.0229 427•.5516 -10997498.4799 2 TL +X 8OMPH (P-d,P-D) 22173.5123 12027.8005 0.3443 -68476.1526 -402.7853 10997498.4794 (5'-15' -21084.4567 -11740.0011 -0.3443 68476.1526 382.1287 -10284465.2383 3 TL +X 8OMPH (P-d,P-D) 21070.0338 11765.8848 0.2215 -68476.4032 -357.4361 10284465.2383 (5'-15' -19981.3084 -11485.0369 -0.2215 68476.4032 344.1478 -9586937.4093 4 TL +X 8OMPH (P-d,P-D) 19967.1051 11509.7299 0.0916 -68476.7619 -319.0947 9586937.4093 (15'-25 -18932.3936 -11235.8318 -0.0916 68476.7619 313.5999 -8904570.3666 5 TL +X 8OMPH (P-d,P-D) 18918.4853 11259.2505 -0.0450 -68477.2330 -288.7263 8904569.8135 (15'-25 -17884.0723 -10992.2547 0.0450 68477.2330 291.4281 -8237025.0159 6 TL +X 80MPH (P-d,P-D) 17870.4362 11014.4423 -0.1901 -68477.7991 -266.2540 8237025.0159 (25'-35 -16890.0512 -10754.3980 0.1901 68477.7991 277.6611 -7583959.4968 7 TL +X 8OMPH (P-d,P-D) 16876.7506 10775.2736 -0.3433 -68478.4517 -252.8251 7583959.4968 (25'-35 -15896.6325 -10522.1809 0.3433 68478.4517 273.4246 -6945035.8212 8 TL +X 8OMPH (P-d,P-D) 15366.2291 9607.9889 -0.3828 -35978.3577 23.3311 6945036.3743 (35'-42 -14440.1486 -9352.6990 0.3828 35978.3577 -0.3621 -6376215.6395 9 TL +X BOMPH (P-d,P-D) 14431.9712 9365.3533 -0.4372 -35978.8655 8.8588 6376215.6395 (35'-42 -14061.6335 -9262.6577 0.4372 35978.8655 1.6348 -6152679.9202 10 TL +X 8OMPH (P-d,P-D) 14055.6822 9271.7212 -0.4842 -35979.2523 5.3714 6152679.9202 (42'-45 -13411.8889 -9088.1084 0.4842 35979.2523 14.8353 -5769578.9570 11 TL +X 80MPH (P-d,P-D) 13403.3593 9100.6494 -0.5529 -35979.8120 -4.6604 5769578.4038 (45'-50 -12593.4533 -8861.3455 0.5529 35979.8120 34.6634 -5282202.2963 12 TL +X 80MPH (P-d,P-D) 12121.1173 7840.8224 -0.4772 5.8865 409.5757 5282202.2963 Multiframe Summary Review Existing 125 foot Tall Tapered Segmental Steel Communications Pole - Ophir Road Site - Oroville, CA Friday, June 29, 2001 Page 6 of 6 Multiframe4D Version 7.51 DE 125ft Pole OphirRd OrovilleCA AT&T 411-0171 (50'-55 -11225.9384 -7576.4945 0.4772 -5.8865 -380.9449 -4819682.9750 13 TL +X 80MPH (P-d,P-D) 11210.0472 7599.7824 -0.4771 4.7711 380.9352 4819682.9750 (55'-65 -10369.0420 -7336.6610 0.4771 -4.7711 -352.3100 -4371589.8275 14 TL +X 80MPH (P-d,P-D) 10347.6825 7366.6722 -0.4763 3.3564 352.3275 4371589.5509' (55'-65 -9507.4062 -7105.5135 0.4763 -3.3564 -323.7489 -3937423.8928 15 TL +X 80MPH (P-d,P-D) 9493.6639 7123.9799 -0.4755 2.5025 323.7582 3937424.1693 (65'-75 -8707.4857 -6865.5294 0.4755 -2.5025 -295.2312 -3517738.6194 16 TL +X 80MPH (P-d,P-D) 8699.3847 6875.0772 -0.4766 2.0717 295.2724 3517738.8960 (65'-75 -7913.4208 -6619.9822 0.4766 -2.0717 -266.6770 -3112887.2077 17 TL +X 80MPH (P-d,P-D) 7906.5466 6628.5232 -0.4755 1.6967 266.7361 3112887.2077 (75'-85 -7174.3661 -6377.3835 0.4755 -1.6967 -238.2045 -2722710.0676 18 TL +X 80MPH (P-d,P-D) 7166.7941 6384.9005 -0.4771 1.3781 238.2906 2722710.0676 (75'-85 -6434.7747 -6138.214E 0.4771 -1.3781 -209.6673 -2347016.6313 19 TL +X 80MPH (P-d,P-D) 6427.3705 6146.8304 -0.4751 1.0278 209.7527 2347016.9019 -6031.3827 -5900.0525 0.4751 -1.0278 -181.2455 -1985610.3845 20 TL +X 80MPH (P-d,P-D) 6021.8840 5909.3513 -0.4755 0.6858 181.2963 1985610.5228 -5626.1385 -5667.9319 0.4755 -0.6858 -152.7663 -1638291.9085 21 TL +X 80MPH (P-d,P-D) 5539.3596 5673.8639 -0.4761 0.4240 152.8550 1638291.9085 -5174.4349 -5438.2008 0.4761 -0.4240 -124.2919 -1304929.9634 22 TL +X 80MPH (P-d,P-D) 5167.3442 5444.8577 -0.4760 0.2365 124.4017 1304929.9634 -4802.5459 -5215.4006 0.4760 -0.2365 -95.8443 -985122.1165 23 TL +X 80MPH (P-d,P-D) 4796.8590 5220.6810 -0.4755 0.1157 95.9432 985122.1165 -4462.7664 -4997.7785 0.4755 -0.1157 -67.4153 -678568.1336 24 TL +X 80MPH (P-d,P-D) 3416.4874 3678.3437 -0.3318 0.0489 67.4929 678568.0644 (110'-1 -3082.3799 -3462.3941 0.3318 -0.0489 -47.5824 -464345.8263 25 TL +X 80MPH (P-d,P-D) 3078.4646 3464.4786 -0.3328 0.0140 47.6813 464345.7918 -2774.9044 -3255.7799 0.3328 -0.0140 -27.7109 -262738.1410 26 TL +X 80MPH (P-d,P-D) 2774.7275 3257.0198 -0.3318 0.0010 27.8101 262738.1237 -2471.0202 -3055.9203 0.3318 -0.0010 -7.9016 -73350.0435 27 TL +X 80MPH (P-d,P-D) 2470.3578 3056.2516 -0.3382 -0.0000 8.0264 73350.0348 -2352.4648 -3056.2516 0.3382 0.0000 0.0905 0.0040 Multiframe Summary 23 MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd 'layer Walls Ceilings r COMMERCIAL ,-- ---- X1--1 j 94-12=E 036-500-04< '. PERMANN, JOHN 83 BRONSON CT., OROVILLE NEW SHELTER BLDG & RELOCATE 2 & ADD 1 ANTENNAE t J 4B FINALED (Date) / S� t I Signature l''ERTIFICATE OF OCCUPANCY ISS E (Date) 'Signature, J=OK O=Not OK Not ' = Not Readyable COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 11 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 30. Service -Riser Conductors &Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 •Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 _Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT QF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorilia 95965 - Telephone (916) 538-7541PERMIT NO.APPLICATION 'AND PERMIT � r -ID ASSESSOR PARCEL NUMBER 36-50-71 ZONING BUILDING PERMIT OWNER MR. & MRS. KJOHN PERMANN 589-3414 SQ. FT. OCC. BUILDING VALUATION 900 4,400 00 OWNER'S MAILING ADDRESS 83 BRONSON CT OROVILLE, 95965 CONTRACTOR'S NAME TBD TELEPHONE EST f CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 9,400.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee s 76.05 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 83 BRONSON COURT PERMIT FEE s 213.05 OROVILLE, CA 95965 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAMEPARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE � j%,, A /(� /�, SF O Duplex O Mobilehome O Other �""`� �/ F'�,�' " "� sKCIFv Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G 1 W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities ❑ Installation O Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 00A0 LESS ) 23.00 23.00 Main Service ( 200A To IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. SO, OR ADONS. I & ACC. BLOS. ) 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do it4ie work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW.CONST. MULTI -OUTLET .NON PERM ( BRANCH CIRCUITS ) @7.50 22 , 50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occu FIXED APPWS. OR P. ( OUTLETS (RESIO.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 65150 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, cost ,and expenses which may in any way accrue against said q n the granting of this permit. Date e.Z/9 W �iog�natureof Applicant - O Owner O Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ coNsr. TYPE TOTAL FEE $ 278.55 HAZ. D. FEES IMP -- FLOOD CDF PARCEL PD -- HO SSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY at PERMIT EXPIRES ON IDetel Receipt No. 162759 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 777`17 - COUNTY OF BUTTE - DEPARTMENT QE.AEVgiELOPMENTSERVICES - BUILDING DIVISION 7 C 0 U NTY C E NTE R DRIVE - OROVILLE�CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER YLIY�/V/ALL.-Z/�,�GL l A. o. Proposed Building Us /� Building Inspector Date _ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... �A. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. ........,.................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $........................................ . 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 1 AV13. Flood elevation letter (100 year flood) by . alifornia Engineer. .. 14. Sanitation and plot plan app�pr h Department. . HL.� 15. City of Chico plumbin (t. .......... 09 .....•...................... . -A6'Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for required. .. t. B� �d 9 nape for (Date - 21. Contractor's license information. (No., Name Style, Classification) . ............. 22. Certificate of Workmans. Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _ ) ............ 4. Recorded copy of Agricultural Acknowledgement Statement . ................... k Letter of signature authorization . ........................................ 0 26. Copy of recorded deed of parcel creation and 60 right of way, to a public road. .... . 27. Letter of intent on building use . ......................................... 14 28. Mobilehome utility clearance . .......................................... { 4. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... r 31. Existing violations/expired permits . ..................................... . Plan check list. ... A ti 1 & c7z� s/6 .. . . When you issue the_permit,, ,process as follows: : Mail to owner. Mail to contractor. Telephone ;and,hold for pickup atoffice. Deliver with inspector. Other. Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent . Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to"permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _phone _�Wunter by _Date Plans checked by Date Plans approved by, Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works MASONRY WALLS N E S W 1st Lift , 2nd Lift 3rd Lift, 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Proper4 Gypsum Board 1st Layer 2nd Layer Walls Ceilings COMMERCIAL i 1 036-50-0-071 94-2906 B ` 1 CELLULAR ONE 83 Bronson Court, Oroville (transmitter tower) .y k/ K r, 'JOB FINALEDate) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signatures r I 'JOB FINALEDate) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signatures r V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date UNDE LOOR Plans OK except #'s o • -Setbacks-Easements-Flood-Slope-Soil Report 12-'rtg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 5 Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card Date -B-1 MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinq-Su000rt Fix. (NOTE: An entry must be made each ti Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. -Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps ' 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth , Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OceUDancv me you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER/ ZONING BUILDING PER 7�1 OWNERCELLULARONE TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ^ "C/ tip, Ste 102, SqrrqmPntr) CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 4$25,000 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome ❑ Other transmitter tower SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New dXAddition ❑ Remodel O Utilities ❑ Installation ❑ Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service6001 OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. OLDS. ) 3.5, SO.FT, CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) Y1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET _NON.RESID. ( BRANCH CIRCUITS ► @7.50 POWERAPPARAS ) 8 SINGLE TU OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup.FIXED APPWS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County n conseque ce of the granting of this permit. X / Date 9 �_ 6�C�/ SiLTP ature of Applicant - O Owner O Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ A D. FEES a IMP FLOOD — coF PARCEL I E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / �y BY Date 12 PERMIT EXPIRES ON etel Receipt No. 1 68893 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ._ � -.. ` �..-.rt..... .r (R tr��s."�'^'`•�!i� 1.l��2^'�-. ,.. •,f �.,^." r';f1,."e�+, • Fsl- .. W� r.,. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION w ' 7 COUNTY CENTER DRIVE - OROVILLE,PALIFORNIA95965 = TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNERA. P No(o - U Proposed Building Use � A 9-k2 Building Inspector Date �2® At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... -�X 3. Complete plans, 3/4 sets, signed by preparer of plans . ................... ; 0 4. Engineered plans and calcs,414-sets, with wet signature on plans. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation. ........ 7. Statement of Intent for Non -Heated and A/C Buildings. ....:. 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobil home data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from.( gfAiggs/Gridley. 17. Planning approval for (A) Use: t�(��� arking: 11 + LPW 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . • •Prea�speotio� req�� 20. Pre -inspection for required. . to Building lnspector(Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......................................... - 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . ' 27. Letter of intent on building use . - 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/ pared permit Plan check list. .. ; �. �� 2�.. "1 "C .......................... 34. When�you issue the permit, process as follows: Ma'l to owgef. Mail to contractor. ✓ Telephone JY% -g' `end hold for pickup at rDMI ! Le office. Deliver with inspector. Other Parcel Creation QQ �-��� Acreage Applicant �P"�'v Date ` 7 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail a IC9 unter by _ Date Plans checked by Date I Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works JAM DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 May 30, 1996 Cellular One 1750 Howe Avenue, Ste. 102 Sacramento, CA 95825 RE: Building,Code Violation- A.P. #: 036-50-0-071 83 Bronson Court, Oroville Attn: Jim Daniel This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location: Failure to obtain approval of previous corrections and failure to obtain final inspection prior, to use and permit expiration for construction of a new transmitter tower. Since permits and inspections are required for the above work, apply for the required permits to make corrections and complete project and pay the appropriate fees. All work must stop until these permits are issued and. you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. ' However, you' should .be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording.of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to, present an acceptable plan for abatement or corrective actions to be taken by you.' Should you have questions concerning -this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or telephone number listed above. Yours very truly, MCV:dms Mic ael C. Vieira, C.B.O. cc: Assessor Manager, Building Inspection VIOLATION CHECK LIST A. P. # 035-50-0-071 Address Bronson Court, Oroville Ownerr, MAN Owner's Address S.5 Bronson Court, UroviTle 95961 Owner's Phone No. - Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. Commercial Tower w/o permits Specific Plot Plan C/V No d des no Penalties Required 5- 3b��� 1st. Notice Sent 9/21/93 2nd. Notice Sent 11/8/94 ate Date Comments and/or Determination Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) John J. & Joyce A. PErman 83 Bronson Court Oroville, CA 95965 RE: Building Code Violation Bronson Court, Oroville Dear Mr. and Mrs. Perman: 912_415P_3 S-4- " September 21, 1993 A.P. #036-50-0-071 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above—referenced location. Failure to obtain the required permits, inspections and approvals from this office for a commercial tower. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Bill Barron in this office at the address or telephone number listed above. JFG:dms cc: Assessor Sincerely, Scott Rutherford Supervisor, Building Inspection John J. and Joyce A. Perman 83 Bronson Court Oroville, CA 95965 RE: Building Code Violation Bronson Court, Oroville Dear Mr. and Mrs. Perman: Co '.Ai`�1D' 0I \ IATU1?AL �/\!EAL I H AMID BEAD . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 November 8, 1994 A.P.#036-50-0-071 This is- a. formal warning 'notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated September 21, 1993 notifying you that you are in violation of .the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required. permits, inspections and approvals from this office for construction of a commercial tower in violation of the 1991 Uniform Building Code as adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please'contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerel-, %�Lll MCV:dms Mic ael C. Vieira, C.B.O. Manager, Building Inspection 1 PROOF OF S=YIa BY Kkn 2 3 I I am over the, age of 18 and nor. a party to this cause. 4 I am a resident of and employed in the count7 where the mailing $ occurred. Divisionred. My business address is Dartment f Develonment Services 8 W Ccuncy Center Drs.ve California. Oroville, CA 95965 ?_ I served the foregoing SECOND NOTICE VIOLATION LETTER 8 (036-50-0-071) 9 10 Z1 by enclosing a true copy 12 in a sealed envelope and depositing said envelope in the United 13 States mail with postage fully prepaid on 8th. of November 14 I? 94 , and addressed as follows: 15 ! John J. & Joyce A. Perman 83 Bronson Court 16 Oroville, CA 95965 1? 18 � 19; 20 21 1 declare under penalty of perjury under the laws of i 22 the State of California that the fore_cing is true and correct 23 and that this declaration was executed on 11/8/94 24, a t Oro vi 11 a Calif ornia . 29 , Donna Sperling Office Assistant III N W E. Space to be Leased-- S ® Tower i � � T i 8 Landowner' Home �. Driveway Misc. Bldg. Misc. Bldg. Exhibit A(not to scale) 83 Bronson Court M z 412,17 lot&� PARCELy: CONTINUED A NON-EXCLUSIVE RIGHT OF WAY 60 FEET IN WIDTH FOR ROAD AND UTILITY PURPOSES LYING EASTERLY OF AND ADJACENT TO A LINE DESCRIBED AS FOLLOWS: COMMENCING AT THE CATER OF SAID SECTION 31; THENCE NORTH 00 DEG. 21' 06" EAST, ALONG THE NORTH -SOUTH CENTERLINE OF .SAID SECTION, 488.28 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO BOB B. WRIGHT, ET UX, RECORDED JANUARY 10, 1969, IN BOOR 1550, PAGE 145, OFFICIAL. RECORDS; THENCE ALONG THE SOUTHERLY BOUNDARY LINE OF SAID BOB B. WRIGHT PARCEL OF LAND, SOUTH 89 DEC. 54' 36" WEST, 1404.98 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL AND THE TRUE POINT OF BEGINNING OF THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 00 DEC. 44' 12" EAST, 1197.99 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF THE MARYSVILLE BAGG ETT ROAD AND THE END OF SAID LINE. A PORTION OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 3 EAST AND ALL THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 31, TOWNSHIP 19 NORTH, RANGE 4 EAST, N.D.B. A N., DESCRIBED AS FOLLOWS: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH LYING NORTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: , BEGINNING:%AT THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF.LAND DESCRIBED IN DEED EXBCOTED BY RUDOLPH C. SCHULZ, ET UX, TO JOHN C. HESTER, ET UX, RECORDED MARCH 7, 1961, IN BOOK 1103, PAGE 97,E OFFICIAL RECORDS; AND THENCE RUNNING ALONG THE SOUTHERLY BOUNDARY.: LINE OF SAID PARCEL, SOUTH 89 DEG. 42' WEST, TO A POINT ON THE. CEN E OF LONE TREE ROAD AND THE END OF SAID LINE. EXHIBIT 'B" The Premises A Lease for a building and tower space as required to house and place and fully contain communications and microwave equipment and any associated antenna (s) utilised in operation of lessee communications operations in over and across a portion of Parcel S as shown on that certain map filed for record in Plip took 68 at page 87 and e8 in the records of Butte County, ,California being " -iicre particularly deaczibed as* follows: aeginninq at the Northwest corner of said Parcel B as shotin on said Map; throes North 77.26156`East. 100.00 feet along the Northerly line of said Parcel d: thence leaving said line South 00.44.12*West. 110.00 feet parallel with the Westerly line of said .Parcel; thence South 77026•56OWest, 100.00 feet parallel with the Northerly line of said Parcel to the westerly line of said Parcels thence Borth 00.44.120East. 310.00 feet along said Westerly line to the point of beginning. CVU LS iisi 1-90 F T. /9 N. R. 3 E. A T. /9r N. R. 4 E. M. D. B. M. '°' "'" `°°" 92 °° N 91 02 m a 7. 400 s ,a AC 1 SO 29 SO J/4 Srpgy _ V ISL • r 31 32 � . At rr.♦ 2r 31 2 $ e� 63 64 r 39S.BA r.12rrAe p�GEtti'!� e.12Ar 9 2A to B /062.F7 a ff.1 2.6 Ac � e � e 5s • IITY7f.377 t .F ie73 4r69 J, ° �` CM86•JI� 210 m 67 e57 41 .1r ti r•L�, 36 9RAC + ar.c 10 .�q� 18.43AC) /636Ar1 AA p OPNIR ROAD 3tr_�9i3 rA .3. , 0 , j a T 7 O 42 - `y4 ib ?c -'--ar 90 a a 53 W _3ri7Vi i7i►51 ' $ 45 a J I^ '. (t to i - 47 ~ 11 Y. A 4a .P 2 i // �?i i OI 6 !oo ; : I7 4AC. O f 0 3 �e�� (BAGG l! _ I 121.34 AC' -1 6� J O S,93* 4J M VN 70.671 1228 27 V Q+ 4 I 27 u .Wri 4pa Oki W .4 e! ,:n e' I a 4 /4 a 49 m 1 y • 1% J -'� �P It 4 !es z �_ t.r Ae •o�a•er �. ccr r z • `(3 a`d Z Z c) I- NI ►� .1: #.22Ac ppI -c 26 y � A 01 I ill I _ /J�Ih• Ne9'3�- 26833 Jit 1/ A 33 7.7 Js09 �t �J //?4 AC B.9 AC g s► se 39 61 Assessor's Map No. 36 9n f1 h ..Ar% NalE-ASSESSOR'S PARCEL eLocic Counfy of Buffe, Call. 9.82Ae lOIAr 40Gr •OUe 1 i a _ _ plWo fimal ( I ynsr•6 ' _ _ 6 L07 NUMBERS SHOwN p �e3.! 5 R 6 r —CAN 91F.13i7 lvez� IN CIRCLES sfpr /959 a-64 t' 6 OROVILLE, CA 39' 27' 48" 121' 34' 24" BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN S -5-0 — y Firm NnmP `rL,LL, i" ON ti //t4 C GA✓ L t. Address /%SO MOw6r- A✓C- S, . /62 ,P/- CAA gFNTd - C 4 gS ii 2S Nature of Business - Ye. v L A -A %ELFC�ewlhvN� e A --)o N J Contact Person J Ca V ��/OljFi✓ Phone # 61t, 1. Dos your business or that of your tennants handle, store, or transport hazardous materials? 6NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to.the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at sta dard temperature 4 pressure), or formulation containing hazardous material? ONO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-qR-) q) for a review of the project. '3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or scF ool site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fuu�, vapors, or other volatile compounds? VNO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative nature) (Date) BCEHD ,BCAPCD WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. i The applicant has met or is meeting the applicable requirements of Section 25505,- 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. E1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT No. APPLICATION AND PERMIT - � ASSESSOR PARCEL NUMBERBUILDING 36-50-71 - Parcel B ZONI rM�l� PERMIT OWNER John and Joyce Permann TELEPHONE 916 533-51 SO, �_ OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 83 Bronson Ct. Oroville CA 95969 20 000 CONTRACTOR'S NAMETELEPHONE Robert Franck - Sierra Two-Way91 626-7026 CONTRACTOR'S MAILING ADDRESS 4568 Missouri Flat Rd. Placerville CA 95667 Fireplace CONNSTRAUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 207 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 134.55 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUIL DING ADORESs 83 Bronson Court Orovi 11 e . CA 95969 PERMIT FEE $361 .55 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. 49 SUBDIVISION'S NAME PARCEL MAP 36-50 Each gas water heater or vent 15.00 USE OF STRUCTUREGas SF ❑ Duplex ❑ Mobilehome ❑ Other 110' Tower SACIry piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ElInstallation ❑ Other Describe Work: Permit for 110' tower & 10X21' re ab PERMIT FEE $ Contractor ELECTRICAL PERMIT �' Filing Fee 20.00 building Main Service ( '0V OR LESS 200A OR LESS/ ) 23.00 Main Service ( 200A TO ! O& ) 46.00 NEW CONST. DWELLING LDS. OR ADDNS. I 8 ACE. BDS. ) gp, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) El am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code for this reason NEW CONST. =OUTLET -NON-RESID. ( B[iANCH CIRCUITS ) @7.50 ( ,POW ER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA0 @'.00 50 Ex. Occ FIXED APPLNS. OR ( OUTLETS IRESID.) EA. ) 5.00 \empdrary Service 23.00 ile Home Facilities 20.00 MiA Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development/eices, Building Division a Certificate of Workmen's Compensation Insu ance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject7th. the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you becom subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contracto MEC NICAL PERMIT Filing Fee 20.00 Heating Cooling Hood Ventilation E65 PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter up he above mentioned property for inspection purposes. I also a r e save, ' demnify and keep harmless the County o)guM against all liabilitie , j ents, t and expe es which may in any wa crue a ainst sai County n o equ a of an of this permit. X " Le Si19 gnat o Appli ant ❑Contractor gent �'� An OSHA permi is requgenfeorr excavations over deep- nn d demolition orindicated construction of structuresr 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ LSS - HAZ• D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date IDatel r Receipt No. 45-13-121-7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C,OUNTYOF BUTTE - DEPARTMENT_OF-DEVELOPMENT SERVICES - BUILDING DIVISION - `- 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-75,41 PERMIT APPLICATION DATA SHEET z � OWNER Pe- rM { 7/ Proposed Building se Tni 4 C�M,u - ,R,,;►r%i,hlgiBuilding Inspector i Date Ld 1? 53 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: J DATE RECENED By 1. All items have been submitted........................�................ . 2. Plot plans, 3/4 sets, signed by preparer of plans. ..........?................ . 3, Complete plans, 3&ets, signed by preparer of plans. .... 3 . ' .4. Engineered plans and calcs, 36sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and man6facturer's installation instructions, 2 sets. ........... 10. Fees of $ \ ......................................... . .11. Impact fees as shown on atta6ged schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flad) by California Engineer ................... 14. Sanitation and plot plan approval U%//+lp Health Department . ............ 15. City of Chico plumbing permit. . . 16. Plot plan and business license appro from City of Biggs/Gridley. ............ . _ 17. Planning approval for (A) Use: ✓ (B) Parking: el 18, Contact Land Development about (A) Im movements (B) Drainage. .......... . 19. Driveway permit (construction approval requo d prior to occupancy). ..........Pre4 nBqd---- 20. Pre -inspection for \ required. .. r, e�;ming Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insuranc................... . 23. Owner -Builder Verification (Given to owner Mailto owner_�. ... :.. . 24. Recorded copy of Agricultural Acknowledge t Stateme,Pt. -.1 25. Letter of signature authorization. 0,1 Le :e.0Wn) Gl CQ�'?� 26. Copy of recorded deed of parcel creation an 0 right '0 f v y to a public road. .... . by.27, Letter of intent on building use . ............... . 28: Mobilehome utility clearance . ..................:.... �.............. . Documentation of legal access . ................ 30. Documentation of 50% subdivision developed or (A) Road"impr�Ovements completed and (B) Parcel meets zoning area and frontage requirements. .............. 31. Existing violations/expired permits . ............� ........ � ........ . 74- 32. Plan check Int. ...... { . . 33.E c �Q 34. V/ . When you issue the permit, process as follows: Mailrto owner. Mail to contractor. Telephone 533-5t37and hold for pickup at b2�u;,,c office. Deliver with inspector. Other Parcel Creation Acreage Applicant /44,4( M� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance:- new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer; owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works - At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER VI 42C'M/�'i /I A. P. # 036 — X00- C,7 PROPOSED BUILDING USE J3 DATE r0 %� 3 REC. # DATE REC 1. �/% SCHOOL DISTRICT FEES C� -) 0 i � a l 2. (paid at District Office). SHERIFF FEES ..................... (paid at Building Department) Residential...... x =$ unit amt. 30 Commercial (sqft) 210 x .65 =$ r sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x -$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE _ COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7541' OWNER Proposed Building PERMIT APPLICATION DATA SHEET e_F A. P. No. © &_ SDo 0 71 uilding Inspector 0 Date mol IZI 5Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:, 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by.preparer of plans. ►/' 3. Complete plans, 3&ets, signed by preparer of plans. ✓- 4. Engineered plans and calcs, 36sets, with wet signature on plans. Z 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. -/ 14. Sanitation and plot plan approvHealth Department. .15. City of Chico plumbing permit. � 16. Plot plan and business license appro al from City of Biggs/Gridley. IL 17. Planning approval for (A) Use: 7 (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction -approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Rme Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledge nt Statem t. 25. Letter of signature authorization. &Z 4- tee& lowl 0/�; ComjF6 f�J 26. Copy of recorded deed of parcel creation aro right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. . 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 533-5132 and hold for pickup at 03-nre office. Deliver with inspector. Other Applicant /bl406-0 Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. . I. �i FEE REFUNDS li Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant STATE OF CALIFORNIA ; PETE WILSON, Governor PUBLIC UTILITIES COMMISSION 505 VAN NESS AVENUE SAN FRANCISCO, CA 94102-3298 coWir QF BfJng BUILDING DEPT JUN I June 7, 1993 David Purvis Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965-3397. Re: Letter of June 3, 1993, Tower (A.P. #0367500-071) Dear Mr. Purvis: Thank you for your quick response to our inquiry regarding the tower at 83 Bronson Court which is being used by Butte County Cellular License Corporation for their cellular antennas. I called and spoke with "D.J." and asked if a permit was issued for the construction of the tower and was advised that it appeared that no permit was issued. I did not wish to leave.the impression that we were registering "a complaint",. The cellular company has advised us that the site is on parcel number "36-50-49" at 83 Bronson Court and that they have their antennas on a 110 foot tower. We are assuming that this is the same tower. D.J. stated that a new Assesor Parcel Number was issued for the site. If you have any questions please call me at 415-703-1825. Thank you again. Sincerely, Kent Wheatland bcc: Camden Collins &neJ&M1-4VLCaV/I//0Mi/N/�Ir 1891 Woolner Avenue Fairfield, California 94533 (707)425-8000 (707) 425-0100 Fax September 30, 993 Via Federal Express Butte County Building Division Attn: Scott Rutherford 7 County Center Drive Oroville, CA 95965-3397 Re: Building Permit for Oroville Tower Dear Scott, COUNTY OF BUTTE BUILDING DEPT 1993 Enclosed please find an application for a building permit as required by the County and pursuant to our conversation for the tower located at 83 Bronson Court in Oroville. Included is a check for the permit fee made out to the Butte County Building Dept in the amount of $361.55. We have also sent a legal description of the property and plot plan, an assessor's parcel map, and a drawing of the tower showing the height, location, etc. We have ordered the engineered plans and calcs from the tower manufacturer, Rohn Tower Company, and will submit these as soon as they areeceived. If required by the County, we can request a letter from the tower contractor attesting that he has overseen the construction of the tower. Please do not hesitate to call me should you have any questions or comments or if further documentation is required. Thank you for your attention to this matter. Sincerely, Christop er Jo on Manager, Regu atory Affairs Enclosures cc: John Bristol (w/enclosures) _ County C_-�.*lter Drive, Oroville CA 95965 Phcne: 916-538-7541 RE: DATE: 10/22/93 A.P. # 36-50-71 With reference to the above subject: FlAttached is: Application for permit Mobilehane Utilities Installation Sheet Building Plans _Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet owner -Builder Verification Fm List of Codes Enforced M We need the following information prior to permit processing and/or issuance Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehcme data and manufacturer's installation instructions, 2 sets. Fees of $ J. payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval frau City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of constractican required red prior to oc= rancy). Contractor's license information (No. Name Style, Class) or exematien statement. Certificate of Work-za s Ca we^.ration Ins,-ance. vwilcr-P'�:iIder Verification Form. Recorded copy of Agricultural Acknowledgere t Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. iKobilehone utility clearance. Docanentoticn of 'Legal access. Documentation of 50% subdivision developed or (a) Road improvements ccnpleted and (b) Parcel meets zoning area and frontage requireny-m:ts. Existing violations/ expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. ® Other: Verification that general cellular is an approved public utility: Should you have any questions concerning the above, please contact Scott Rutherford of this office. DP:ahb Yours v , David Purvis Manager, Building Inspection wont j �z*1Le 14._vc, vLuvllle t. i i:)jb:) Phcne: 916-538-7541 RE: DATE: /6/21 hs A. P. # '3 "5�0 With reference to the above subject: Attached is: Application for permit Mobilehame Utilities Installation Sheet Building Plans _�tobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced MWe need the following information prior to permit processing and/or issuance Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehcme data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City. of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and n Other: (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. M Should you have any questions concerning the above, please contact of this office. DP:ahb Yours v , David Purvis - Manager, Building Inspection June 3, 1993 ' Kent Wheatland" . - ' ' - _ _ _ — _ __ • --- RE.--• Tower California Public Utilities Commission (A.P. #035-50-0-071)- 505 Vanness Avenue San Francisco, CA 94102 Dear Mr. Wheatland: In reference to the complaint you registered with our. office concerning the 100 foot tower installed at 83 Bronson Court, Oroville, we have verified the tower was installed without re4uired permits. We will pursue this matter through our normal code enforcement process. If I may be of_ further assistance, please feel free to contact this office. Yours very truly, L DP:dms David Purvis Manager, Building Inspection i A. le s 0 d Ads Iwovid a." tj it's - V4. . . ........ 7:F CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [V] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-irte-iant-structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1..No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of ver':i^:�l curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ] 1273.05 Turnouts. Shall be a minimum of 10 -.feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of : :?.-, 3& -So-7-I Ga"(_aC_A-4 ewe - AP # PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. �] 1. All parcels 1 acre ai,d larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction Dr ficial inspection of a building permit. Page 2 of 3 qLl - 216 ( 50-- i (. �c.�t-,e ONE AP # PERMIT # NAME Other Requirements [ ] If Building'Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ J If.Building Setback is Less'Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1_0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 ,coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 Foundation Design For 130' High Monopole 10-05-94 for Cellular One - Sacramento Pole Location: Ophir Rd., Oroville, Ca Cell Site Name: Oroville Valmont Order No.: #11961-94 NOV 3 0 1994 LEEDCO ENGINEERS STRUCTURES • FOUNDATION • GEOTECHNICAL K.-Ww TW . vcar.cy v.WW. �n.an1Yla, Va. v IOYJ (818) 570-9172 FAX (818) 570-8995 #- C74-vao 13U V PAMMINT ,e. . ?K I LEEDCO ENGINEERS STRUCTURAL -GEOTECHNICAL -ENVIRONMENTAL -TRANSPORTATION PROJECT wp11r1p191_!pt_!71*V _rlow. i13,11, R Z-3ELL BITE . VAU41',;/T 0-yX el)) 1ACI(XILL Cl el�l JOB NO. -.2 a i SHEET NO. t OF__l_ SIGNATURE-f2k-55;f��- DATEIR--�-lt LICENSE ASL A-TM'ir Pt- k�,rlllfau- A,' FlLt /W. 2el,-lf 77 al epq- M,/-34Q) sl!rlt 4,F / K 24.2k Y)( AW/ S-6,61 P11'. §!.'Z.7* pl,�t rlln x? �? If &12,611 IIX 2. 1.2 JOB NO. LEEDCO ENGINEERS SHEET NO. 2' OF STRUCTURAL — GEOTECHNICAL — ENVIRONMENTAL -TRANSPORTATION SIGNATURE,-"e4- PROJECT IGNATUREPROJECT DATE 10 -i -It LICENSE # Z- 1 3 Belt 6 7 - -Z-3' to ,f' - .kA W:_21 12 �( 2 13 14 15 16 17 s _r. 18 i 1 19� 2/ p 20 21 22 23 24 + 25 26 27 28 F 29 30 F r 31 , 32 33 34 35 _ 1 36 PROJECT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 LEEDCO ENGINEERS STRUCTURAL - GEOTECHNICAL - ENVIRONMENTAL -TRANSPORTATION JOB NO. -21Z9 SHEET NO. —; SIGNATLIRE-&*�'�— DATE/0—r-11-LICENSE#tk 70& /C I i i ic�� 4.6lJ zxe 301 i Lkly f1 • -14 3V fSi . ksl _ ---- „/ /:706 FSI 7. 6E/vi 7�� ar-t1c-nx1 1/E�T. COB I ov: SUITE a 0 VALMONT INDUSTRIES, INC. WEST HIGHWAY 275 - P.O. BOX 358 VALLEY, NEBRASKA 680&4 PHONE: 1 -800 -VALMONT (825-&&&8) PROJECT ENGINEER: KELVIN DOERR x3&98 ORDER ADMINISTRATOR: PAULA RUFFCORN x3794 (�OMMMN T 10 M p0 L E E 8 1`LL5jN f�QL C U L uOu T 10 N 8 QpV�a NN/19 q�F O. SE2643 rn Exp. 3/31/98 sl9UCT6P\. Of CAUE��`�� DEC 1 1994 CELLULAR ONE - SACRAMENTO VALMONT ORDER #11961-94 SITE: OPHIR ROAD OROVILLE, CALIFORNIA POLE HEIGHT: 130' . ..... . � 7 I ­­ , . . .. . - . I ­­ . .. . . . . I . . IBY VALMONT INDUSTRIES FOR: I I - - I . DATE 11/30/94 � . 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TOTAL (DEGREES) BENDING AXIALTORSION SHEAR COMBINED STRESS COMBINED 0 00 . o 0 0 0 0 0 9 9 ...::...... 9,00 21 82.: 9 34 0�:0: 0,84 2218..: §i�e2 2:337 . 3 .......,:0:54 21 .83........................... 2..382 ...:.:: ...._:,. 10.00 0.2 0.2 0.2 0.2 0.21 21.12 0.34 -0.03 0.54 21.46 52.00 2.423 15.00 0.5 0.3 0.3 0.5 0.31 20.74 0.33 -0.03 0.53 21.07 52.00 2.467 20.00 0.8 0.6 0.6 0:9 0.42 20.33 0.33 -0.03 0.53 20.66 52.00 2.517 0 1 0 1 4 0 53 ........: 19 90 ................................:. 0 32 ...:.::.:::::: 0 _03 0. 53 ;...,;20 22 52 00 2 572 . ......._.........:.:_.:::.1.:9 :...::.......... 1 ..4 ............ 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':z:pr _,.21......... . 0 :: '.............•'' 7 ............Q............... :: 4 . 0.. 0::.:?::::a 1 .8 .. _._ ...............52�. a: 00 _......................_. 4 :: • ; 813E ............................ 1057..5.....:.17 5..__.:...24 8::_:_:...2.22..: 9.13.........0:..20 ..:....:...0:..08....:..._:.:..9..33:::._...._.52..00.:_..:_...:...-:.5.571..:....:.:_:_....:..... 110.00 26.3 19.2 19.2 27.2 2.30 7.52 0.19 -0.08 0.46 7.71 52.00 6.744 115.00 28.7 20.9 20.9 29.6 2.36 5.72 0.19 -0.09 0.45 5.91 52.00 8.806 120.00 31.1 22.7 22.7 32.1 2.41 3.70 0.18 -0.10 0.44 3.88 52.00 13.406 325.:00 ....:..::33.5 ...: .:.24:5.......24: 5:.:..:.::34 7 ...:. 2 44. n::::;:::::::<>: 1 40 0 17 .. .11 ........ . 4 1 59 52 00 32.7 x ..........................34 ...::::....m ..5 _ ......::.:...:.:.25 ..2 ..:.::. 25 ..2 ..:...... 35O5.42 . ..7 ........ . 00....:::....8b:.783 : ,:::.........:..... .::::.:..... :86..7$3 ................. .........:. 130.00 36.0 26.3 26.3 37.2 2.44 0.00 0.00 0.00 0.00 0.00 52.00 99.990 BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -SAC 130•POLE 11961-94 11/30/94 DATE 11/30/94 . ::::::: LOADING....CASE........2 :::::::::::::::::::::::::::::::::::::::::::::� ...................................................................................................................................................:)444)4....REACTIONS....44..44....................................................SHE ::� � ::::::: �:::: �::�-::::::::::::::::::::::::::::::::::::::::::::::::: :::: :::: ::: _.. :_::•::::::::::-::::-:::::::::::::::::::::::: X ::::::::::::::::::::::::::::::::::::::: :::: R....FORCE....kT....BASE.....(.LB):.........:.:._:.:..2469..:.....:.....::.:...:.........:................I............ $._.................................... ::::. :::: :::: €€�: i �� 'i �i� ='s� ; ;: ':€:... ,.. i `i's*i � iii "' s?i ?i� i' *i*i €iiia?;iii€ € ....... ............. :'' :: ............. :: ` '! ............................ ': i ... i'.i" z :'i ii iii:::':€€....................................i:: ...................:...:...................€'.!S.`:` . zi i iii. isi iii i. i € i..tOTAL..i VERTtCAI? ....... .FORCE.: hT. $ASE.::(L$ �::...... 22554:......................... ......_-...._..-. ...: .................. . ..... ................ ..................... :.............._..........................:............................. *** MOMENTS ABOUT -k- AXIS (IN -KIPS) *** ■*■ MOMENTS ABOUT -Y- AXIS (IN -KIPS) ■■ HEIGHT LOAD WIND DEFL TOTAL LOAD WIND DEFL TOTAL. .0 00...........__ ......................_ 7::: •;:::;::::: 5.........................0...:....................3....................... ;;::::;: ................................_................ ::::::::::::...................•: ::::::6 .,.:::; ; ::::::: 0.. 6 € 33. 2................ . ..................... :::i!3 7: i € € € ? b3 ..,...................... .... : € € i?277i` i i ...................2.6......................................................_:.. ................... 3' ..............7 7 ; :::;:::: ; :::::: ;::::•:.::.... ::: : .................................................:.:..3 ............................................................................................................ :::::._.«:::> :• :: f.....................4.., •::::: 0 ......_ aiiz`. i .......... ......3212.....................33 `•?:3 : ' ui:?::¢<::i: ...................................................... s» 4 _.4a �.................2...5................4823.................................-:€ 6i€[: 6 ::iiC . is ii i•ri ... :::;:: : : (►u10. 57........ 0....:....._-. ..._.....3:'.:'':::':........:60 :....._...'? '' ::3062......:.... :€:13069 '.a : i€€'........252. ......x.......:.6383. i:: ;i:?' :a 15.00 57. 0. 3. 60. 2912.. 2804. 239. 5956. 20.00 57. 0. 3. 60. 2762. 2553. 226. 5541. 25.00 57. 0. 3.- 60. 2612. 2314. 213. 5139. 30.:00 .... ::::.57..:: :: 0...::' .:. .::::.:3 60 .:,...: :: .::.....2461.. ....:.......:.:.2088..:.::......... .....:199 .::.:::..:..:::4748: ....:::.: ........:........: . ......... .............. .......... ? i . 111:60 .............::.:':.186 ;, ................:.........:.....: . :: :.... 3... ,.....•:60. 2161, 1 O.. _ .172 ...._.. 4.0 3. .......... 41.29 57. 0. 3. 60. 2122. 1620. 168. 3910. 45.00 57. 0. 3. 59. 2011. 1479. 158. 3649. 47.00 57. 0 3. 59. 1951. 1406. 153. 3510 �. 50..0 57 .0 3 59::` €:e:€i i x:'18(1)'> `::> 145 3347::::€€ ;i!•:!€ 5 , .......................'�., ....................5..., ...............................1..11., ......................1139., ::. ::;,:€: .....................:132.,...................... 977':.:' 2.....,_.................:......................................... 60.00 . .......... ......:..57..:.:.:.. ::.... 0.:..:_:._. :.....:..:: 2.:. .._....:....:...59 1561....::..:... .:......:980:............_...120 .:..__...::..... 2660:...:..... .. 65.00 57. 0. 2. 59. 1410. 837. 107. 2355. 70.00 57. 0. 2. 59. 1260. 707. 95. 2062. 75.00 57. 0. 2. 59. 1110. 588. 83. 1781. 80.:00 57 0 - 2 59 960 481 71 1512 6 ?::::..:. 21 0 l 22 :: ii :i :z:$5$ ..:.......: .:...........:416:::€:`: b4 1339: .....::...,, . , .... •..: s: ;::: . • ::::::::;:;::.:.::.: 2g,...:::.::::€x::1:3$5. ... 61. ....:......12 4 88.00 21. 0. 1. 22. 770. 333. 56. 1159. 90.00 21. 0. 1. 22. 732. 301. 52. 1085. 95.00 21. 0 636.'..............................228. 4 . 907. ...................2ks::a 1.0.0.....0 ..................._......._ : :...... ...:........... ......................................1.....................................22.......... 0 ....:................:........ 1 ....................:....... 22 ... 534 :::': ...I. ; `i:i is::.....::..3b...: .. ....::. ::: ::.:741.:;'!€ €?€€`:?' ......................... ....:_................ _:. _:.......:......:.......... . 105..........................._........2. ............:...:.........�..:..................._..1 ..,.,... ...:.:: 21r...::::aE::!:::. :.:::.. 3� :.:113:�............:::.29�. .............. ......................5.5t...........:......................:....: ...::..__i 110:00 .....__..:: ....:..:._�- 21.;:; .:� ....:..:...:.:.0..._.:.... -_ .......:.-_;1.....:..: ................::21:.._:....... ..:..:..::_347..._.. �...:....:....71:. ..... 441..:........ _....... ._., ._.:�... _ _:...... 115.00 21. 0. 1. 21. 251. 40. 15. 306. 120.00 21. 0. 0. 21. 155. 17. 9. 182. BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -SAC 130•POLE 11961-94 11/30/94 DATE 11/30/94 i SECONDARY ROTATION *********** APPLIED STRESSES (KSI)*********** ALLOWABLE DIVIDED BY HEIGHT MOMENTS X-DIR. Y-DIR. TOTAL (DEGREES) BENDING AXIAL TORSION SHEAR COMBINED STRESS COMBINED D. 0 ::.. 0: 0 .::.:.:.....:. r....__ .....................4 ::O'. r.._..................4................................._................. ....::. . 0 ...:.:.... D.. 0..:::..:: 0. 0..:: ..:. r.4.._ .................. :.:.:- ....:::::: .... i':. 'ii€ ;...............0 . 9 S34 .::.... . ..._..........4.._._3........... ..0 .!:F':€ '''_'_ 4 :........... x 2.................9 x 8 .................: , . 4 ..:....... ....:..... 2. 0...:_......0.:0__.'.:::. ....9...38:.: ....:.0 .......................... s:35:...-...:.:.0..:03:: .............._ _........0 ._............. . Z4 .:.......:.9.:73.::.:....:..52.:00 ...... .. . . ...:......::5•..344 ::...� ..:..:_ -. 10.00 0.1 0.1 0.0 0.1 0.09 9.22 0.34 -0.03 0.24 9.57 52.00 5.435 15.00 0.2 0.2 0.0 0.2 0.14 9.06 0.33 -0.03 0.24 9.40 52.00 5.535 20.00 0.4 0.4 0.0 0.4 0.19 8.89 0.33 -0.04 0.24 9.21 52.00 5.644 0 6 0 6 0 0 0 6 0 B4 8 70 0 32 0 04 0 23 9 02 : 52 00 5 .766 30.00.:::::'::::" . . :?:0 9.:.:_:.......::0 :9 :::::..:.0 0 .:.......0 9........:..0 :2'1...:: :!:€! >:.:.8.$0.::!. :s :0 31 ....:...:...:.4..04.. 4..23 ........::8.81..:,;::::52 OQ:.............:5.'03::.;::::?`.^? ?€' :::. .28,:: `€; :;€::0't°30::::.: $.S .. 40.00 1.5 1.6 0.0 1.6 0.38 8.05 0.29 -0.04 0.23 8.34 52.00 6.232 41.29 1.6 1.7 0.0 1.7 0.40 7.99 0.29 -0.05 0.23 8.28 52.00 6.281 45.00 1.9 2.0 0.0 2.0 0.43 0.238_ 223 89 52.00 2 22.. .... 2 .....k... 44 8.80 2 ; ..........;..i........a...: : :> 400... 2.. ....... ................:5.6__.....47..6.9.3.... $0 .....00...::...i....:.€.i: . .............a 2... _..8. .... .... :: i. .....r......-0 ._ .05 . ..2.:.:. ..........:............_......:...............r..... A .i..40. .., ..:.:....;...:. .048 . . 8: :_..04.......................... .0 ..>:.:.;:4 .23 .:::..:.:. .. ...................................... 0,: 2.9 :.......:..:..:3..0._..::...0. 0:......__3.0:.:.::..0..54.:...::........._8.c18._.: 0:2R ............:<0..-06: D..26:P:!:::8..47.._:. 60.00 3.5 3.6 0.0 3.6 0.59 7.80 0.29 -0.07 0.26 8.09 52.00 6.429 65.00 4.1 4.3 0.0 4.3 0.64 7.39 0.28 -0.07 0.26 7.67 52.00 6.777 70.00 4.8 5.0 0.1 5.0 0.69 6.95 0.27 -0.07 0.26 7.22 52.00 7.203 75 00 5 5. 5 7 0 1 5 7.;:';':::`:::::0;% 74 6 46 0 Z6 0 08 0 "25 6 72 52 00 7 736 92 . € €€€€€ •.......:..::::::.:::::::::.............. €€ 0 26 <s: .......0: . 52 00 ..:. $ 421 8 6:•:. 6.8 .::.. 4.ti1 .91,;" •: ....::. •::........ ............. 43. ........4.24 :::.....5. .74 52 00.........:. �9..1_ 2 ..:.. .:.. 85.00 7.0 7.4 0.1 7.4 0.83 5.36 0.21 -0.03 0.19 5.57 52.00 9.342 88.00 7.6 7.9 0.1 7.9 0.86 5.97 0.23 -0.04 0.23 6.20 52.00 8.386 90.00 7.9 8.2 0.1 8.2 0.88 5.77 0.22 -0.04 0.23 6.00 52.00 8.669 9 5.09 ...........:..... 8 8 .........:..... q .2 ............. 0 1 9 2 0, 2.:.. 9 ..........,........... 5 25 ::::::::0::22;€``>s........ ::: 0, 0 9........... ............. 0 p ..: ;:;;: 2 ......5 4b :51b- .................................9.x.Z..........__.........1...e.2...................._.x.2...............1.....r.2._..................97.........................................._6............................23 .::...... 0. 0 ' ;'i: 0. D . ..::.: 4.6 .... €€ € €€ is 0i ......:.....................x............................._....22........................$ 0: ;; D: . N . 8.:.:• :......: _.........................52 . 00 ..:......:_.._ _..............................3.9 45 .::....::......... r.6._ ................................... :.: Y. OrZ:•:•:::•a11.Z 1.00 4.05 0 20. 0.-05.:::?r::0521......:.._4.Z5::.. , .... 52.00-....._...::._:.:12..233 .. ....:........_._: 110.00 11.8 12.3 0.2 12.3 1.04 3.36 0.19 -0.05 0.21 3.55 52.00 14.639 115.00 12.8 13.4 0.2 13.4 1.07 2.59 0.19 -0.06 0.20 2.78 52.00 18.731 120.00 13.9 14.5 0.2 14.5 1.09 1.73 0.18 -0.06 0.19 1.91. 52.00 27.276 :..:.::.15 0 15 7 0 3 15 7 1 10 0 75 0 17 0 07 0 19 0 92 52 00 56 269 . 127 00 i$ 4 16 1 0 3 16 1 1 Y 0 35 0 17 0 48 0 14 0 53 52 00 97 X03 .......:: .:..:......; : 9 :.....:... ...::9 : . rX2735.: 130.00 16.1 16.8 0.3 16.8 1.11 0.00 0.00 0.00 0.00 0.00 52.00 99.990 i BY VALMONT INDUSTRIES FOR: MOD CELLULAR ONE -SAC 130 POLE 11961-94 11/30/94 DATE 11/30/94 ANCHORAGE REVISION # 13 TEMPLATE DIAMETER = 62.61 IN. ... ... .. uprelt sr. .... .... . .. . .. 77 . ........ .............. .......... SHIPPED PROJECTION GALVANIZED THREAD OF BONS DIAMETER LENGTH WEIGHT AS LENGTH LENGTH SIZE LENGTH WIDTH THICKNESS (IN WEIGHT LENGTH ......... . . ....... . (IN.) .. ...... LB.3 (LB.) -IN.) ....... . ... C_"t- 'j STEEL MAXIMUM MAXIMUM MUM ALLOWABLE STRESS SAFETY ACTUAL ALLOWABLE 3 0.000 28.304 97945. `103583. ■ MAX. BOLT CIRCLE TEMPLATE DIAMETER = 62.61 IN. uprelt sr. .... .... . .. . .. .. DRAWING OVERALL OVERALL ACTUAL RAW MATERIAL SIDE NUMBER LENGTH WIDTH THICKNESS WEIGHT WEIGHT LENGTH (IN.) LB.3 (LB.) -IN.) ....... . ... TOP POLE DIAM. CRITICAL TOTAL LENGTH OF EFFECTIVE TOTAL MOMENT WIDTH (MAJOR DIAM.) FAILURE MODE FAIL MODE LENGTH ALONG FAIL LINE STEEL BENDING ALLOWABLE SAFETY MAX. VERTICAL SPECIF. STRESS STRESS FACTOR SHEAR STRESS (PSI) 5010111 LOADS AT POLE BASE LOADING CASES********* LOADING CASE IDENTIFICATION I AMAX CRITERION- LOAD CASE MOMENT ABT. X-AXIS tIN-KIPS) 11408.IMOMENT ABT. X 1 "" 10111111111111: IBOLT FORCE I TENSION 1 m FIZt7;i. _ Extending to E�Sl� .�rQge4 Morysvi//e -Ba99 f Rd Bek 44 �. t „E ��Io.R• e Zb, f1. �� I I cel ds Sic ! '.5 �K AS per Master 63 4�Z•��. 4 I Sk. p7, 0- A. I I 0 PARCEL 8 N N� 2• l l ACRES I P. G.E. power; o t Pacific Telephone n Book !i0 Deeds, I page 449. • S B 9 54'36"K/ 400. � O/' � � . SO_�I •• PARCEL C s �r ' IZ i .4. 2 Z ACRES �' ►� � N u N I t N I 10o" ma O I I N o • , I O S 89`'54'36"W 400.0/ t to 47-1 00 g I I I I 1 .._ utte ount LAND CF NATUZAL WEALTH ANO 3EAUT' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLL CALIFORNIA 95965-3397 TELEPHONE: (9161538-7541 FAX: (916) 538.2140 Cellular One DATE: 11/29/94 1750 .Howe Avenue Suite 102 Sacramento,'CA 95825 RE: Valmont Tower A. P: 036-500-071 B.P.# 94-2906 With reference to'the above subject, attached is: [ X] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ ] Comply with plan check list [ X] Resubmit plans with revisions as required [ X] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, Joh He Plan Check Engineer Permit Applicant: Cellular One Date:.11/29/94 Permit .#94-29'06 The above referenced tower plans were reviewed by this office. Provide -additional information and/or make revisions to plans, specifications, or calculations as follows: Butte County lies in a 75 MPH wind speed zone. The tower design is based upon 70 MPH wind speed. Revise the design accordingly. Ebe The concrete design strength is 3000 psi which requires cial inspection per UBC Sec. 306. The special inspector must approved by this office prior to permit issuance. WF1 zl �3 -suite ca L A N D O F N A T U R A L V,/ E.A L T H A N D B E A (! T `!l BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C 0 U N T Y B U I L D I N G D I V I S I O N F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE: 1 2 / " qi� ATTENTION: 40c/oV `, 5 z G c COMPANY: FAX REGARDING: SUBJECT: F0071 -NG P/�R T/mss ADD ot h�r-r 0001,, SPECIAL INSTRUCTIONS:. [] SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMA�T�..I�ON ONLY 1 A / / /f/f COMMENT: CJS ' " ' cz JOHN R. HENRY, P.E. PLAN CHECK ENGINEER Co cc( A/ /Uo i %- 499 T-11VO �/ � 1 \ i �' � � � . I � � '� . . , 1 .. ,, '+ � � �,\ . -. i .4 e r' satte, co, - -�y LAND OF NATURAL \A'EALTH AND 8EAL'T'.' �-� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 B U T T E C 0 U N T Y B U I L D I N G D I V.I S I 0 N F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE: /Z/ 7 t?4 ATTENTION: DeAlA115 Z Ee COMPANY: 46-6—D ` y R-AlG; It C-2- FAX REGARDING: CELL ON25 il%10%(/OPOLE- o Royle te' CA SUBJECT: I>' 6e�fSE 0Z)? A4 e/Vr O/V C 6044DCO /7-6-/14 SffO t/ OA/ C44C G 770Fo4toW .f3oLi T SioA/ALLo&41491Mn. cz�4!c'S .SPECIAL INSTRUCTIONS: [] SEE PLAN CHECK LIST TO FOLLOW x REVIEW AND RESPOND ACCORDINGLY ' [] FOR YOUR INFORMATION ONLY [] COMMENT: SINCERELY, JO R. HENRY, P.E. PLAN CHECK ENGINEER PROJECT 1 2 3 4 5 61 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3b 36 LEEDCO ENGINEERS STRUCTURAL - GEOTECHNICAL - ENVIRONMENTAL -TRANSPORTATION JOB NO. SHEET NO. OF, SIGNATURE DATE/0-r-11-LICENSE #t1:_�- hf1 t�14-4 f Zt E -- • r 30� i k--/ _ _ 44, `kW .z �� Xaa p���/�� ,�•>~ ,%,/��r� rsi�,,1� smJy, 16 y , �' - GIDE /s TyIS /42s>`IC2"A"K 01y 0 J?t//,1f V,1E,41c/✓T 0 Plt P fft,llll Fo�2 Mrs r a. " z/00 _ �k S .plc l res . 3E .t tJ .t 10 count FMA LAND OF NA.T URAL `VEAL T AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7601 FAX: 19161 538-7765 June 13, 1994 Michael L. Shoaff, Cellular One 1750 Howe Avenue, #102 Sacramento, CA 95825 Re: Use Permit, AP No. 011-340-117, 036-500-071 Dear Mr. Shoaff: At the regular meeting of the Butte County Planning Commission held June 9, 1994, your request for a Use Permit to allow the expansion of two cellular telephone facilities as nonconforming uses on parcels located at 83 Bronson Court, Oroville, and Doe Mill Road, Forest Ranch, was approved subject to the following conditions: Section 1: Environmental Findings. A. The project will have no significant environmental effects and is a General Rule Exemption under CEQA Section 15061(b)(3). B. The project is in conformance with the Butte County General Plan and zoning and will not have an effect on wildlife and is Deminimus and that approval of the project will not be detrimental to the health, safety, or welfare of the people of Butte County provided the required conditions are complied with. Section 2: Zoning Ordinance Findings. A.. The project is in conformance with both the zoning and General Plan. `.,g k�. • P Section 3: Approval of the Project with Conditions. A. Subject to these findings approve the Use Permit for Cellular One on AP# 011-340-117 & 036-500-071, subject to the following Standard conditions indicated herein. B. Standard Conditions of Approval: 1. Applicant shall comply with all state and local regulations. 2. Meet the Fre Department's requirements for 30 foot clearance. 3. - Environmental Health is to review the site if fuel is to be stored. Note: Minor changes, such as adding antennas, replacing .electrical components, and other technological improvements or modifications, may be approved administratively by the Director of Development Services or his 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 an amendment. Should you desire to appeal any of the conditions imposed by the Planning Commission, you must do so .in writing with the appeal fee of $250:00, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California, prior to 4:00 p.m., June 20, 1994. If you do not appeal and if there are no other appeal within the 8 -day appeal period, your use permit will be issued after June 20, 1994. Recently enacted legislation (AB 3158, Chapter 1706, Statutes of 1990, effective January 1, 1991) requires that the Department of Fish and Game impose and collect filing fees as specified to defray the.cost of managing and protecting fish and wildlife trust resources. These filing fees are collected during the environmental review process and are to be paid. at the time the County files a "Notice of Exemption" with the County Clerk pursuant to Section 21152 of the Public Resources Code. To increase administrative efficiency, the statute delegated the collection of filing fees to the County Clerk. and provided the County authority to collect a $25.00 documentary handling fee. The fee due for your project is $25.00. A check made payable to the Butte County Treasures should be submitted to this division by June 16, 1994. Project applicants should be aware Section 21089(b) of the Public Resources Code, provides that any project approved under CEQA is not operative, vested, or final until the filing fees required under Section 711.4 of the Fish and Game Code are paid. Should you have any questions regarding this matter,._ please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. $ Very truly yours, J,ar . H aing an ger BKH:bd P6c-r PC+N Ta sc4c.c7 s 1-(rn�a NG Lo-�l o �v GF d3 LD G s Tam EKS C 3 2 • ��UU�D� �C�vs Fa rL �S t�D Gs 1 NES, 7-0 T Y. JUL 15 '93 09.47 PAC CONSULT ENORS 9164921742 PAGE 2 DEPARTMENT OF HOUSING AND COMMUNITY WELOPMENT ' DIVISIOt; SIF' ODES AMID STANDM W — Administrative Office ,. 6007 Foloom boulevard, suite A, Sacramento, CA 95819 i 'pil-eg Address c P. O. Box p1407, Sacramento, CA 95807 { (916) 445-9473 r3arch 6, 1986 INFORMl1T10N BULLVPIN MH 86-0a 70: CITY AND 00UN77 BUILDING OFFICIALS 00WERCIAL MACH MANUFACTURERS ODWZRCIAL COACH DEALW t DIVISION STAFF SUBJDCT: COMMERCIAL 00ACHES T1ie purpose of . this Information Bulletin is to def ine provision.- of State' Lav • arts Regulations pertaining to commercial coaches and to clarify the applicable standards and jurisdiction relating to commercial coaches. The applicable provisions of California Law are, contained in _California Health and Safety Code, Division 13, Part 2, Seetiono: 18001.8. "Comw-rcial coach" means a structure transportable in one or more sections, designed ane equipped for human 000upaney for industrial,, professional, or commercial purposes, which is required to be moved under permit, and shall include a trailer coach oz - defined in Section 635 of the Vehicle Code.* and 18002.8. "Department" means the Department of Housing and Community Development. and 18010.5. "Regulations" or "ruloc and regulations", as uaea in this part, wane regulations promulgatedby the commission or department, as appropriate, pursutsnt to Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Government Code. ana 18015. The provisions of thio part apply to all parte of the state ana aupersede Any ordinance enacted by Any city, county, or city I �JUL 15 '93 89-47 PAC CONSULT E14ORS '316482174 2 ` PAGE 3 IWOWTION VJ=IN MR 86-04 Page 'pro Marsh 6, 1986 and county which Conflict with the.provisions of this part. The department nay promulgate regulations to interpret and make specific the provisions of this part relating to construction, titliand registration, aregistration, occupational 1jetnaing, advertising, commercial transactions, and other related or specifically enumerated activities, and, when adopted, these rules , and regulations shall apply in all parts of the estate. The department may promulgate rules and regulations to interpret and make specific the other provisions of this part and When adopted these rules and regulations shall apply In all parts of the state. and 18030.5. A manufactured home, Robilehome, recreational vehicle, or commercial Coach which ffecte the standards proscribed by this chapter, and the regulations Adopted pursuant thereto, shall not be required to Comply with any local ordinances or regulations prescribing requiremnto in conflict with tho standards prescribed In this chapter. *The phrase in Section 18001.8 "which is required to bo moved under permit", means that the overall width is greater than 8.5 feet or that the overall length is greater than 40 feet, Usus an oversize moving permit is required during transportation. -Commercial ooachcc are taking on two different forms and use. The traditional And most common unit is one Which is designed and used as tepporary or auxiliary office space and is easily relocated. The second and rapidly growing form are those custom-designed for permanent installations. Single and multi story buildings are being designed to be comprised .of modular unite arriving at the site ready to be erected into position. Under preemptive authority, the department has promulgated regulations for eormsercial coaches in California Administrative Codc, Title 25, Chapter 30 Subchapter 2, Article 3. Meese regulations provide standards for structural, fire and life safety, energy conservation, handicapped faci]ities, plumbing, electrital and mechanical equuipaerit,.an0 installations. Enforcement of these .standards: Js through department plan review and approval, in addition to in plant inspection. Complying units bear r department Snsignia with Information relating to occupancy group, design lvacls, , exitipg, fire safety, electrical, plumping, Mchanieal, etc. The regulations governing the design and consLruction of foundation systems for Commercial coaches are contained in the CPlifornia Adminirtrativo Code, JUL IZ '93 09•48 PAC CONSULT E14ORS 916{8217{2 PAGE { T OWFATION WLLETIN MH 86-04 - Page Three March 6. 1986 r ' Title 25, Chapter 2, Section 13331 et seq. These regulations. apply `throughout the state and permit manufacturers or contractors to obtain a "Standard Plan AMroval" of foundation systems which shall be accepted by local authorities when the design loads and conditions aro consistent with the locality. ' P Local authorities permitting the use of commercial 'coachea may regulate the site use and configuration, installation of the commercial coach(ca) and utility services and connections. Local authorities requiring plans and plan checking fees for the purpose of imposing construction requirements for ow=ercial coaches are doing so in violation of state law. r Local authorities are encouraged to contaot the department when confronted with problems or questions concerning commercial coaches. Questions regarding design approvals may be referred to our Engineering and Plan Check Unit at (916) 445-4954. Questions regarding the applicable regulationts or inspections and insignia may be referred to ftagram Manager Robert Keefe at (916) 445-3338. John Ventura Chief JV/TPtdgn r .& o,onc, , Th,e. corn pn�- E�e�� I k� a leer -�rora� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. Hyou have any questions pertaining to this matter, or need additional explanation, please contact this office imm.Qd�ately. 19 rd 00 MA L L 4:91- 'O'Ci Date - 2 } Inspector REV 10192 • 2.25" DIA x 108" LG. ANCHOR BOLT ON A 56.61" DIA BOLT CIRCLE 8 —REQUIRED, EQUALLY SPACE" GENERAL NOTES: 1. REINFORCED CONCRETE SHALL CONFORM TO THE LATEST REVISION OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE„ ACI -318. THE MINIMUM STRENGTH OF CONCRETE SHALL BE 3500 PSI IN 28 DAYS. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) DEFORMED BARS. THE MINIMUM COVER OVER THE REINFORCING STEEL BARS SHALL BE AS SHOWN ON THIS DRAWING. J.UV %A_c^rR { - r 24 —#8 VERTICAL .REBAR I + I SUMMARY: 2. THE DRILLED PIER FOUNDATION SHOULD -BE INSTALLED UNDER PROPER 1. 24 x 65.00„DIA. CIRCULAR REBAR TIES. . BENT ENGINEERING CONTROL AND SUPERVISION. TO MINIMIZE THE POTENTIAL 2. 24174 8 x 252.00” LONG VERTICAL REBARS. OF EACH FOR AGLOW—OUT AT THE BOTTOM OF THE CAISSON, IT IS RECOMMENDED 1.00" x 45' CHAMFER 6'-0" DIA PIER THAT CONCRETING OPERATIONS SHOULD FOLLOW THE. DRILLLING AS SOON AS POSSIBLE. PROPER PRECAUTIONS SHOULD BE TAKEN DURING THE DRILLING TO PREVENT ACCIDENTS RESULTLING FROM THE PRESENCE 3.00" CLEAR - 9.00" PROJECTION _ OF UNKNOWNS BELOW GRADE. = GRADE 3. THE BOTTOM OF THE DRILLED PIER SHOULD BE INSPECTED TO INSURE THAT IT IS CLEANED OUT PRIOR TO POURING CONCRETE. RESIDUE FROM " I I� 99.00" THE DRILLING SHOULD BE REMOVED. 3—#4 65" DIA CIRCULAR TIES ® 3" SPACING ISI 11 i I 4, THIS FOUNDATION DESIGN IS BASED ON SOILS REPORT BY:. KLEINFELDER FILE NO.:.26-1.977-01. DATE: 8-1-94. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A-615, GRADE 75. 6. THE INSTALLATION OF THE PIER SHOULD BE COMPLETED IN ONE DAY. 21—#4 CIRCULAR TIES 65" DIA, EQ. SPACED f 3.00" CLEAR, TYP 7. THIS FOUNDATION WILL REQUIRE 22.75 CUBIC YARDS OF CONCRETE. 21'-0" J.UV %A_c^rR { - r 24 —#8 VERTICAL .REBAR I REBAR SUMMARY: ® 15.0° 0 15. CIRCLE. ON A 65" DIA t � USE 1. 24 x 65.00„DIA. CIRCULAR REBAR TIES. #7 BENT BAR AT TOP 2. 24174 8 x 252.00” LONG VERTICAL REBARS. OF EACH VERT. BAR. 8" 3. 24 x 38.00" TOTAL LENGTH REBARS WITH FOUNDATION LOCATION: OPHIR RD, OROVILLE, CA. CELL SITE NAME: . CELL SITE NUMBER: OROVILLE Q�pFESS/ is 26282 Exp. 331-96 �TFOF CIA Ei NOV 3 0 1994 P. E. STAM P X15 MIN. 8" HOOK. VALMONT ORDER NUMBER: 8" 30" 11961-94 �r N4 s °51 0 4 c9 Ilk 30 i (996.4 671. 7 ON �1 3 ._ 2t i `' i• ' 30 /04 .6 '$ 111 •� t+�•ob 6.2 Ac } 31 G G l9a 6.12 9 9 14. I I sAC N B �' 106 7 (8 6 .3 Po,_ A i 615 � > 0 - 058 32 3 0 (' .S 2:: wy 1048 ,Z9 4 _ryh is M8 342 — 210 P \ 43Ac) .36Ac) .� MAC �,• '�, ,9' 8.O o8Ae 9.2 AC 1 3 'as,��� 4 x.43 3.51 168.9 2.14 1 O Q R �plQ - 318. 487. si a ' 45 0' J 1.29 ,t,l - N n 2 xO Z a ani F ail �i �J E1 47 d' ani; �;Q, .. Q�� • 39 60� e' 3 p0 o f C� 4 AC.AC o' w / A 11 s 83° 43 a/M 7o -6r1 2228.2'7 L� i 'Oeo-401, 4.63. Olwr4 y o i� /.86A 40.46 AG %1' . SB,7 2 Cl. W .`' 00'1' 4.22Ae ,,•' i a N 40Q01 N 96 �6 I�Oa ,aN i 3101 i3 • 337.73 3�z ssessor's Mcp o• Y Z 29 26" 2t A 3 � ~ Utfei CCi'1 �. 11.24 AC dt9county. of 8 a 31 'S8 O 4.4 Ac S.s?Ae 101Ac 4.0IAc. 4.01Ac .7' _ _ REVISED: 2-92 ,.