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HomeMy WebLinkAbout056-070-078NOTES i ' RESIDENTIAL PERMIT NO. _r'���D~O� nz� J. RD Cd SQ± SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 6 flAd 6a" I SNL p`1)jf3lo)-VZ VL � gf�J JOB FINALED (Date) ' Signature J=OK 0 = Not OK r . NotReadyaa 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ P' L -ft. / P Nat. or / P' L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Elec.; Pool Lighting; 15 Volts-GFI 8. Utility Clearance Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME. INSTALLATION (Plans) OK except #'s 11. 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 41. Sills Proper Materials & Anchors 81. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 82. 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BP042976 BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS 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 Issued Date: 10/12/2004 APN: 056-070-078-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number:Sq S' (Z( Site Address: If-6ao �� S Date: �Q� I Contractor. Map Index: A L Yew�n 06 .r 7s�' Description: replace wall a/c OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: CHARLES KNIGHTEN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a B 30 HEGENBERGER LOOP signed statement that he or she is licensed pursuant to the provisions of OAKLAND, CA the Contractor's State License Law (Chapter 9 commencing with Section 94621 7000) of Division 3 of the Business and Professions Code) or that he or 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 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: CHARLES KNIGHTEN Code: The Contractors' State 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, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: MCCLELLAND AIR CONDITIONING, INC 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' State License Law.). 690 THUNDERBOLT STREET ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 Date: Owner: (530) 891-6202 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: License #: 345121 ❑ 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. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: % P�1 Ls ►'�� Total Square Ft: 0 S. F. Policy #: (�O 4% I Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is Census Code: 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) This permit's hereby i sued under the applicable provisions of the Butte County CodR and/Or Resolution t w,pKindicated above for which fees have been paid. P, Name: V By: Date: V PERMIT EXPIRES Address: D to ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety 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 I have read this application, that the above information is correct, and that I am the owner or the duly autho ' ed ag nt 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 f any official f or doC ent of Butte County. 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pure s. S r ` ' (� Signatur Print Name: v Date: ,q / G` ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS o_ f = 0 24 HOUR S ECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 0 ` 0 FFICE #: (530) 538-7541 Y, FE L QUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name M i IE .n _ irst Name Address City/ IGLArt4Q ate , l Zip X162 Ph 10 (C)S? . - Fax E-mail For office use only: CONTRACTOR Name McClelland Air COnd. Inc Address McClplland Air Cond.Inc Address I Yes State 801 Maruader Street City Chico State CA Zip 95973 Phone 89176202 Fax 891-5137 E-mail uc• # 345121 Tst-2 For office use only: ARCHITECT/ENGINEER Name McClelland Air COnd. Inc Address WORKER'S COMPENSATION City I Yes State Zip Phone Type Const. Fax E-mail Map Book State License Number For office use only: APPLICANT NAME Name McClelland Air COnd. Inc Address WORKER'S COMPENSATION City I Yes State Zip Phone Type Const. Fax E-mail Map Book For office use only: ANj Zoning' � City Flood Zone WORKER'S COMPENSATION SRA I Yes No Occ. Name Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT . 0,9 BP l� BIN # LOCATION ANj Property Address II= Cao City Cross Street a tir rj4 WORKER'S COMPENSATION Policy Number .00471 Carrier State Fund Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS U KAFORMSWILDING FORMS\BldoApplSubRgmts.doc Page 1 of 2 Description or Scope of ork: i s c.At & 1.tf 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 refundable. Received by: .��i Receipt #: 714 �v Date: 1G I, Amount: Bldg SRA Sheriff SMIP Other Total REV 7-27-04 �rtiCho��CeS BUTTE COUNTY ' DEPARTMENT OF DEVELOPMEN SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 i % WEBSITE: ,www.buttecounty.net\dds PERMIT NO. / BP043014 ✓ 1 LICENSED CONTRACTORS 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 Issued Date: 10/14/2004 APN: 056-070-078-000 the Business and Professions Code, and my license is in full force and effect. . / + %' J License Class : K�—1 0 License Number: �5 y S Site Address: , 1 Q � .\`-�� �vl r z+ V Date: U / O - ntractor. G 1 G U L e,,,� -- Map Index: OWNER -BUILDER DECLARATION Description: newpole for new radio tower I hereby affirm under penalty of perjury that I am exempt from the I Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a. a .� Owner: KNIGHTON permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant forsuchpermit to file a e signed statement that he or she is licensed pursuant to the provisions of ' the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or i• 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 penalty of not more than five hundred dollars ($500).): I ❑ 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- KNIGHTON Code: The Contractors' State 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, j provided that such improvements are not intended or offered for t sale. If however, the building or improvements are sold within one f year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of t sale.). ❑ I, as owner of the property, am exclusively contracting with r licensed contractors to construct the. project (Sec. 7044, Business and Professions Code. The Contractors' State•License Law does Contractor: CHICO ELECTRIC 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' State License Law.). 36 WEST EATON ROAD CHICO, CA 95973 ❑ ' lam Exempt under Article 3 of the Business and Professions Code (530) 891-1933 t Date: Owner: ' WORKERS' COMPENSATION DECLARATION License #: 454345 i, I hereby affirm under penalty 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 �6 Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: '': Cartier: /i7`cca. Total Square Ft: 0 S. F. Policy M. 7 Z- Ct k) U L (3 / Valuation: $0.00 Census Code: ❑ I 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 the workers' compensation laws of California, y - and agree that if I should become subject to the workers' c' compensation provisions of Section 3700 of the Labor Code, I shall ' OFFICE COPY - forthwith comply with those provisions. t� ' �d ( Address ` YApplicant: GAS CT y Meter By Date WAR Failure to; secure workers' compensation coverage is 's unla , and shall subject ari employer to criminal penalties and one ' �66 ELECTRIC J (z hundred thousand dollars ($100,000), in addition to the cost of (' V Meter By Da 7 compensation, damages as provided for in Section 3706 of the Labor 'bode," interest, and attorney's fees. CONSTRUCTION LENDING AGENCY— _ -. This. it _is ereby issued under the applicable provisions of the Butte County Cody ?n+FVor r I hereby affirm that there is a construction lending agency for the ti do work -f dicated above forwhich foes -hive been.-pa?d r? i r1�� . y L�I performance of the work for which this permit is issued (Sec 3097 Civ.) By:__ Date:\ 1 v� Name: PERMIT EXP S N: a� Address: i Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health& Safety 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 I have read this application, that the above informatiowis correct and that I am the owner or the duty 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 Co to enter upon the above mentioned property for inspection purposes. Print Name: L✓ i Signature: Date: ' t - ❑ Ownerbntrector f ❑Agent for Owner XiAgnt for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES .BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPO43014 LICENSED CONTRACTORS 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 Issued Date: 10/14/2004 APN: 056-070-078-000 the Business and Professions Code, and my license is in full force and effect. // 0 License Number: q5 yds Site Address: X00 Y License Class: C'_r f /o/tyzmontractor G `G o' Ge.�=— Map Index: Date: Description: new pole for new radio tower OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: KNIGHTON permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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 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: KNIGHTON Code: The Contractors' State 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, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: CHICO ELECTRIC 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' State License Law.). 36 WEST EATON ROAD CHICO, CA 95973 ❑ I am Exempt under Article 3 of the Business and Professions Code (530) 891-1933 Date: Owner: License #: 454345 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 Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation rC,r insurance carrier and policy number are: r:e�Z�a) Total Square Ft: 0 S. F. Valuation: $0.00 Policy #:! Z��L7oi •-- -COMMERCIAL MASONRY WALLS N E S W ��� •1st Lift ,' , 765 B 2nd Lift 056-07-0-078 3- j SMART SMR 3rd Lift 4th Lift ; 11000 COHASSET RD, COHASSET f 5th Lift COMMUNICATIONS BLDG 6th Lift " FIRE WALLS 0 cupancy, Area Propert ; r Gypsum -Board 1st Layer 2nd Layer Walls • ' ,Ceilings <•r ''� �' is „�� OFFICE COPY '`t•,.•• Address ` GAS ••' t Meter gy ELECTRIC Date - 'Meter gy Date JOB FINALED (Date) Signature 42 C CERTIFICATE OF OCCUPANCY ISSUED (Date) !� Signature, V=OK O=Not OK - = Not Applicable Not Ready COMMERCIAL = Date UN RFLOOR (Plans) OK except #'s Z,�Yiiing-Setbacks-Easements-Dood-Slope-Soil Report . Ftg., Main; Soils-Ufer Gro d.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. 52inf. Steel -Grade -Placement Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fail -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 C r Card B-1 CJ^l 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 V. Water Pipe; Test & Anchor -Nail Protection 1 1D.W.V.; Test -Fittings & Anchor -Nail Protection 19. inks -Floor -Grease Trap 20. andicap-W/C-Backing 21. G s Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RICAL Permit OK except #'s %tAixture & Transformer Clearance -Ins. Protection . Sinafe Phase -Three Phase -Equip. Bond Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 6 quipyGround made up w/Mech. Fastners-Bond Gas & Water Subfeed Wire Size K/ gar AI-A.C. Wire Size/ / ga. Cu or Al r7 F e Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling mice -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 4. Vent Fan; Exhaust above insulation _ 5. Condensate Drain & Overflow; Size & Grade 6. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 7. Attic Access & Platform if Furnance in Attic 8. FI.V.A.C.-Ventilation-Roof Access 9. 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 & Bearino-Support Fix. 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 FI Plans OK except #'s kt. Steps -Door & Sidelight Protection -Landings Exits -Size -Number -Placement Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ! §6: Sprinklers -Placement -Test '61,4uspended Ceiling-Seismic-Wires-Elec-Light & Mech. W. Elec. Trim & Subpanel; Breaker Sizes & Labels i99' Stajo & Rails ,7Af indicap-Door Levers -Fin. Floor ?4' 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 O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage 8 Wood -Earth Clearance Looked under Floor 0 Yes 77. ucco; Brown -Finish . A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 8Q. Water Well; Disconnect, Electrical, Plumbing 8J Exterior Elec. Trim; G.F.I. Receptacle -Underground 84 Off Site -Parking -Handicap 831 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. oofing Certificate -Fire Rating • Date Card B-1 Date Card B-1 Date / Card B-1 / Date Card B-1 Date 1411�Jt3Card B-1 Date Card B-1 Comments dFinal: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS f• 7 County Center Drive - Oroville, California,95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 056-070-078 ZONING TM -5 BUILDING PERMIT OWNER (5 10) TELEPHONE 906-1488 SQ. FT. OCC. BUILDING VALUATION OWNER'SMRT LING ADDRESS 3355 Vincent Rd., Suite A, Pleasent HI11 94523 200 7,200.00 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7,200.00 LENDER'S MAILING ADDRESS Filing Fee Permit Fee $ 82.50 ARCHITECT OR ENGINEER Tim Fry LICENSE NO. 3381 Plan Checking Fee $ 41.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS 1919 19th St., Sacramento 95814/ 558-1900 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $138.75 PLUMBING PERMIT Filing Fee 15.00 11000 Cohasset Rd. Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑. Duplex F-1 Mobilehome❑ Other Communication Bldg. SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home I S I G JW I@ 15.00 TYPE OF WORK New I Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Npur C-nmmtmi rati on Bldg- _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 1 18.50 18.50 CONTRACTORS LICENSE LAW I declare under enalt of ur p y p er l y (check one): F-1IRCITS I am licensed under provisions of Chapt. 9, Div. 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 compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. ( DWELLING OCCUPM OR ADDNS. ACC. BLOGS. 3.64sq.ft. NEWCONSTR UL I.OUTLET NON RE BRANCH C @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Iyirin g -15.00 15.00 Permit Fee $48, gn WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filirig Fee 1 15.00 Heating Cooling 22 Ton 1 9.00 9. 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 County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 ag st aid ounty in c quence of the granting of this permit. coX Date 3 ZS "( Signature of Applicant — Owner ❑ Contractor ❑ AgentAn OSHA is required for excavations over 5'0" n olition or construct- of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ Imo— E TV TOTAL FJEE '-')11-25 HA DFEES I I FL, C PARC PD Z SSUE This permit i hereby issued under the utte nt Co nd/or ted ab f r fees R qPERITXPIRES Date applicable provi- resolutions to do have been paid.permit RK$ion (ZZ135898 DaReceipt No. $86.25 PC// �a O WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT f l COUNTYOF BUTTE - DEPARTMENTOVELOPMENTSERVICES -BUILDING DIVISION CAIRNI95965 -TELEPHONE (916) 5387COUNTY CENTER DRIVE - OROVI-7541 When you issue the ermit, process as follows: Mail to owner. Mail to contractor. Telephon� ob -/y and hold for pickup at /�S �� 1)"160_ office. Deliver with inspector. ��— Other �arcel Creation , Acreage Applicant 1 Date__ 3/�S Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. CVF Fire Dept. Other Date tt q3 By The following data must be submitted p 'o +o p r i s ce: (Circlenew 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 t%O $!3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works PERMIT APPLICATION DATA SHEET OWNERb F`` A. P. No. Proposed Building Use Po44?At4'o�7 t3/ Building Inspector (&3 Date ja SJ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: h: 1. All items have been submitted . ....................................... . DATE RECEIVED BY 2. Plot plans, 3/4 sets, signed by preparer of plans, .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... ,45= Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. -- 5.. �-- Hazardous Material Form . .............................................. 63T—�/4_� 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. ........... X10. lJ Fees of $ . ............................... . ....... 1. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees......................... 13. 14. Flood elevation letter (100 year flood) by California Engineer. .. Sanitation and approval C4niGo Health Department -� plot plan . .............� 15. City of Chico plumbing permit . .......................................... 16. 17. L Plot plan and business license approval from City of Biggs/Gridley. . Planning approval for (A) Use: �5�(B) Parking: Contact Land ., �7 � V' 18. 19. Development about & Improvements OT--prainage. ........... Driveway permit (construction approval required to occupancy)... Awl 63 prior .. . — 20. Pre -inspection for PBa"�aea°"re required. .. to Building lnspe�.cto (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 . .................. Letter of signature authorization . �25. ..................................... . 26. wa Copy of recorded deed of parcel creation'and 60 rightY a of to public road. ..... 27. Letter of intent on building use. .. e ...................................... 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. ....... L dD Plan check list. dMegniG ... /Q�... O ..4/7/.� . 33. When you issue the ermit, process as follows: Mail to owner. Mail to contractor. Telephon� ob -/y and hold for pickup at /�S �� 1)"160_ office. Deliver with inspector. ��— Other �arcel Creation , Acreage Applicant 1 Date__ 3/�S Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. CVF Fire Dept. Other Date tt q3 By The following data must be submitted p 'o +o p r i s ce: (Circlenew 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 t%O $!3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 /I OWNER /�///�yG/�i'�- A.P. NO . PROPOSED BUILDING USE ��M�°^�Nic�tf�yN � ' DATE REC. # DATE REC 4;� . School District Fees O GIc� bi'ane-0 Ul (paid.at District Office) f .0.fSOLO) _► Sheriff Fees (paid at Building Department) L� Residential X _$ unit- amt..- -- m o - Commercial( per- sq . f t.) �O X ��- -$� �L3 / 31.2 s1 q3 sq.ft. amt. 3. Urban.Ar.ea Fees (paid at -Building Department Residential (per-unit) Xy =$ #'units- amt.. Commerical(per sq.ft.) X _$ sq . f t-. amt. • 4. Recreation District Fees (paid at -District Office) 5. Drainage District Fees (Contact Land Development) ...... .'usE Other w/g7CR 7�53V,06P_ FEECZ�)PERM/T 93-1¢ 7.. Other At time of permit application, I was advised the. above fees are required to be paid prior to issuance of the permit. ).;z 5 3 APPLICANT DATE 3 1g BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District f / t C 0 ar7 if 0- Building Department No A.P. Number C audioOP e�E Property Owner Property Locatic Subdivison Lot No. Residential Development 0 0 Sq. Footage No. of Living MHI Addition Units Commercial/Industrial ew Addition (Floor Plans reviewed by School District Personnel) (Group R) Sq. Footage ' IV00 (Including Exterior Roofed Areas) OR i District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolutioi'No. J���'_ Ste'$ representing C.-120 (f ) square feet. School Distnct Representative Paid by Check Number Bank Number _ Paid by Cash Code) by payment of $ + Date Remarks:• i / If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) dd�y 7 ,B-��1� /�� &-ale � 3 feeformmkl (4/92) SMART SMR OF CALIFORNIA, INC. 3355 VINCENT ROAD, SUITE A, PLEASANT HILL, CA 94523 PHONE (510) 906-1488 FAx. (510) 906-1492 LETTER OF AUTHORIZATION TO: County of Butte APPLICATION FOR ZONING/USE/BUILDING PERMIT Charles A. Knighten and Deadra Knighten, Husband and Wife, owners of the below -described property, do hereby appoint Smart SMR of California, Inc. as agent for the purpose of consummating any -application necessary' to_ ensure,-' their ability to' -Use and/or construct improvements to the property leased, or licensed, to them for the purpose of constructing a communications site. We understand that the application may be denied, modifed.or approved With,coedit-ions and that such conditions or modifications must be.complied with prior to issuance of building permits and a Certificate of Occupancy. Street Address: 11000 Cohasset Road, Chico, CA 95926 Assessor's Parcel Number: 056-070-78 Signature of Property Owners: Charles A. KnighterVr Date: AAA)Lcu Deadra Knig en Date: A440-cH ZS R � q? Authorized Agent: By: Smart SMR of California, Inc. Date: 3 26 93 G:\DOCUMENT\LEASE\SITES\548A\AUTHBLDG.LTH • COUNTY OF gwrrt-, On AA"VA ZS_ Ct Q3 , before me, 1�?Jcte,oa-f N . 6714EJ2R�F�z� Notary Public, personally appeared GKgµ&o A. kWc-rm-r" R-40 pEAD9.4 Ic vIC1KrE.4 personally known to me (or proved to me on the basis of satisfactory evidence) to be the personswhose names4:r'gk6 subscribed to the within ins tn� nt and acknowledged to me thatYhef executed the same in -his authorized capacity, and that by &iRsignatureson the instrument, the persor4 or the entity upon behalf of which the personsacted, executed the instrument. OFFICIAL SEAL ITNESS m ha d and official seal. GRE60RYH.G y CALIFORNIASORm NOTARY PUSUC - SOIANO COUNTY *1 Comm. ExpircS June 20,1994 (SEAL) Notary tubl'c My commission expires: StiNf-- ZGt 1q'?4' doc\lease\sites\C545B\authbldq.ltr May 13, 1993 SMART SMR of CALIFORNIA, INc., 3355 VINCENT ROno, SUITE A, PLEASANT HILL, CA 94523 PHONE (510) 906-1488 Fax (510) 906-1492 - Mr. John R-- Henry - Plan Check Engineer Butte County Building Division 7 County Center Drive Oroville, CA. 95965-3379 Re: Plan Check comments - B.P. # 93-765 & 766 Proposed Communication Building & Tower, 11000 Cohasset Road, Chico, APN 056-070-078 Dear Mr. Henry: Following are the responses/corrections to your plan check comments dated April 23, 1993: Item 1. Enclosed are four sets of sheets C-1 and C-2 wet stamped and signed by. the surveyor, these drawings were inadvertently left out in our original submittal. By scaling these drawings and referencing sheet A-1 for structure location will show we are in compliance with this requirement. Item 2 Enclosed is a letter from UNR Rohn, the tower manufacturer, and four sets of revised drawings and calculations responding to this item. Item 3 We request approval of the following firm as our special inspection agency: Kleinfelder Inc. 3077 Fite Circle Sacramento, CA 95827, 916/366-1701 Their inspections will comply with the requirements of UBC 306 and UNR Rohn's statement of special inspections included in the above mentioned revised drawings and calculations. Item 4 For tower requirements reference UNR Rohn's statement of special inspections included in the above mentioned revised drawings and calculations. The building is an approved California commercial coach and is inspected and approved prior to shipment. The shelter,foundation design is based on 2000 psi concrete and does not require special inspection. e, V SMART SMR OF CALIFORNIA, INC. 3355 VINCENT ROAD, SUITE A, PLEASANT HILL, CA 94523 PHONE (510) 906-1488 FAX (510) 906-1492 The below named representative is hereby authorized to act as Owner and Agent on behalf ,. of SMART SMR OF CALIFORNIA, INC., before municipal',building departments. The limits of this authorization include, but are not limited to, representing SMART SMR OF CALIFORNIA, INC. in obtaining building and related permits. - This authorization is applicable to all agencies located in the Counties of Alameda, Butte, Contra Costa, El Dorado, Fresno, Kern, Kings, Marin, Merced, Monterey, Nevada, Placer, Sacramento, San Francisco, San Mateo, Santa Clara, Shasta, Solano, Sonoma, Sutter, Tulare and Yolo in the State of California. Authorized Representative: Mike Lowery of Whalen & Company, Inc. Authorized by: '6to Brian Blaustein Director of Systems Engineering SMART SMR OF CALIFORNIA, INC. STATE OF California COUNTY OF Contra Costa On March 16, 1993, before me, Michael E. Flvnn, Notary Public, personally' appeared 6 Brian Blaustein, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS m/yy hand and -official seal. (SEAL)` Notary Public G IF CZAL S�."�L h ', rAchaol E. Flynn may,-_,ri'aIV. NOTARY PUBLIC CALIFORNIA �1Cfi f..7 STANISLA1IS COUNTY 1y or: I"Y Comm Expuz> pov IS. 1994 My commission expires:_ November 15. 1994 doc\word\lsefonns\authoriz.blg on• 1t^.Al O r6 —07G -07j Y.3 ! V 'RECEIPT 13 6 46 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING L� ���!r.(y" "'G'c�`�=f'1!1 1—% — -'_!j/ / �'7�• .1 DATE RECEIPT -- TOTAL PUBLIC l LAiCO USE VARIANCE$ J1DOCUMENTS PUBLIC ZONING ENv OTHER APPLICANT RECEIVED FROM NO. RECEIVED WORKS PERMITS HEALTH 1t^.Al O r6 —07G -07j Y.3 ! V 'RECEIPT 13 6 46 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING r 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 Ceilin s �10MMERCIAL . 4 056-07-0-078 SMART SMR 11000 COHASSET RD, COHASSET COMMUNICATIONS TOWER 1 f .YI t; t { 1 JOB-FINALED (Date) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature! v 1 r V OK O = Not OK - = Not Applicable = Not Ready { . COMMERCIAL, Date UNDE Plans OK except #'s VA o -Setbacks-Easements-Flood-Slope-Soil Report tg., 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 12. Electric; Underground, Underslab 13. Plenums & 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 B-1 Date 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. 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 #'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 & Bearin0-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-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltrati -Walls-Windows 62. C idors-Openings-Fire Protection -Framing Da 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-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 -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 OCCUDancv me you visit the Job site) Qr%1JNTY OF BUTTE - DEPA�TMENT..OF PUBLIC WORKS TCOInty Center Drive - Orovill-e, Calidornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 056-070-078 ZONING TT4_5 BUILDING PERM( - OWNER SMART SME 510 TELEPHONE 906-1488 SQA FT. OCC.1 BUILDING VALUATI OWNER'S MAILING ADDRESS 3355 t d. Sutie A Pleasant Hill 94523 Contr. Value 93 000.00 I CONTRACTOR'S NAM E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 93,000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 327.00 ARCHITECT OR ENGINEER TJ M Fr LICENSE NO.' 3381 Plan Checking Fee $ 163.50 ARCHITECT O ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 505.50 /�.w 11000 Cohasset Rd. ' �--fJ ��� PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP PS >/0-36 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Communication Tower.- SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New 9 Addition❑ Remodel[] Utilities ❑ Installation❑ Other ❑ Describe work: New Communication Tower Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full force and effect. License No. Classification El as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO fOOOAI. 37.50 NEW CONST. / DWELLING OCCUP.d\ OR ADDNS. l ACC. SLOGS. // 3.6asq.ft. CONSTR MULTI -OUTLET NEW NON•RES'. BRANCH CRCITS I @ 5.00 (POWER APPARATUS el (SINGLE OUTLET CIR. / Ex. Occup( OUTLETS OR FIXTURES F 20 76 FIXED Ex. OCCUp. OUTLETS ((RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. lyirin g -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g 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 County Ordinances and 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 aga' st aid unty in con nce of the granting of this permit. X r Date 3 2� 93 Signature of Applicant owner ❑ Contractor ❑ Age t An OSHA permit is required for excavations over S' " de p n de olition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE `�— ,S TOTAL FEE 505.5 DFEES IMP — FLo co PARC P HD SSU i This permi is here iss ed er Sion a Butt un d and/or w rk i Icated v r ch fees IR TO PE IT EXPIRES Date the applicable provi- resolutions to do W R ha4Da Receipt No. 135898 $178.50 PC// ,� �� WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT 41 �� COUNTY OF BUTTE - DEPARTMENTQF-Dh%ELO'�'MENTSERVICES -BUILDING DIVISION r I 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -;TELEPHONE (916) 538-7541 PERMITAPP ICATION DATA SHEET OWNER Sal /Z �� A. P. No. O6"6 - n 7,1) . h 7R Proposed Building Use, &//'l '00J 9- Building Inspector t4n Date 3/ aSfRS 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 . ...................... 4. Engineered plans and caics, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. 67x56'.�o24vn�✓t¢f<d,J.�21c�Jc.a................. . .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). . . Mobilehome data�d manufacturer's installation instructions, 2 sets. ... �49Q Fees of $ -3:2 -7 . ........... ........... . 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 . ................ : : j 14. Sanitation and plot plan approval i•Ca Health Department. ......... . 15. City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from Ci of Biggs/Gridley. ............. 17. Planning approval for (A) Use: U 4v `6 City -of . ......... 18. Contact Land Development about - Improvements CB,)Zrainage. ........... . 19. Driveway permit (construction approval required prior to occupancy). .. .. . 20. Pre -inspection for Prean on raqu at required. .. to eu;;�g �napector (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 . ..............:........ {2 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 . ............... 31. Existing violations/expire ��,,e��rJJ��'��its. Plan checklist. . y��'.1t�- . G�77EiZ .. �? `9..�................... 33. -34. When you issue the -p rmit, process as follows: Mail to owner. Mail to contractor. Telephones/o46-Ifff and hold for pickup at DX -C> office. Deliver with inspector. Other Parcel Creation Acreage Applicant k Date Copy of Haz-Mat form sent Health D�ePp��-. Fire Dept. Air Pollution Date Dept. Copy of plans sent Health CMire Dept. Other Date By The following data must be submitted pri per"X ua ce: ircle 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 I ,r{ Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F. 11. 1IS1: ON IN ISI„t Plan Auaclud o` Flour flim AtL,thcrl— CJ Sent to 15.1) TO: Building Department '[ FROM: Environmental Health SUBJECT: Sanitation Clearance n Owner Location �SCr� AP/! Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile ]ionic. Other Hold final for: Final clearance '. for: NOTE: o � /— Twe,00� Environs tal Health Sp' alist e Date 8/92 k"KLE1 N FELDER November 1, 1993 Smart SMR of California, Inc. 3355 Vincent Road, Suite A Pleasant Hill, California 94523 Attention: Mr. Jeff Lawler Subject: Final Report Special Inspection Construction Observation and Testing Services Cohasset Ridge Mobile Radio Facility Butte County, California County of Butte Permit No. 93-766B Gentlemen: 1 � V O� ��- \0A During construction of the subject project, personnel of our firm have 'provided special inspection services in general conformance with Section 306 of the Uniform Building Code. These construction observation services were performed between July 15, 1993, and August 30, 1993. The scope of our services consisted of the following services: • Drilled Pier Observation. • Concrete placement observation and testing. • Reinforcing steel observation. • High-strength bolting observation. Based on the construction observations and testing -of our representatives, it is our opinion the work observed requiring special inspection was, to the best of our inspector's knowledge, in conformance with the approved plans and specifications. Our services did not include architectural detailing observations such as dimensioning, color, fit, or finish. We have performed our services in a manner consistent with the level of care and skill ordinarily exercised by inspection firms practicing in the same locality under similar.. conditions. No other representation, express or implied, and no warranty or guarantee is included or intended. Our services have been completed within the responsibilities, .authority, and legal protection of an agency Deputy Inspector (UBC Section 202f). 23-4518-02/R2559 Page 1 of 2 November 1, 1993 Copyright 1993 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 If you have any questions regarding the contents of this report or require additional information, please contact this office. Sincerely, KLEUOTLDER, INC. V Theodore J. Oien Supervisory Technician TJO: mh cc: Dave. Wasney_,, County of Butte UKo Taylor, County o�f Butte Enclosures: Daily Field Reports 234518-02/R25S9 Page 2 of 2 November 1, 1993 Copyright 1993 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 Y W M U) O F— Q W U) M O 292 ' _ ii' �.�07—/ /i 1. Observations, pass/fall evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer O and, therefore, should be considered preliminary and subject to z change. KLEINFELDER REPRESENTATIVE L -29B KLEINFELDER DAILY FIELD REPORT (DFR) ray; of File No. 23 O/i Project Name Location Technic* 'e Date / Contractor DFR Given To (Or Left At) ime Arnve Q 22:� L CC R No. Earthwork E uipment Observed Time Depart z A RevieBy Travel Time (hrs W 137aeRevie#ed Weather Mileage Y W M U) O F— Q W U) M O 292 ' _ ii' �.�07—/ /i 1. Observations, pass/fall evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer O and, therefore, should be considered preliminary and subject to z change. KLEINFELDER REPRESENTATIVE L -29B in KLEINFELDER Y Q W Z O Q iz W CIO m' O -1t0 '9.3 ,40,E DAILY FIELD REPORT (DFR) ame Location r DFR_Given To (Or Left At) ►U4 1tlme E 3 Iweatner -7/� IMileageD r� �e- �L % / /, 02J l !if'i�L �1i /i� S 'S.l� ✓ / /X �LT 1�. /JS S 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer F- 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B e No. Project 23 - 00 a J Q Ve [evi ntrac iZ W R o. Earthwc Wgrtve( y oUll�k Y Q W Z O Q iz W CIO m' O -1t0 '9.3 ,40,E DAILY FIELD REPORT (DFR) ame Location r DFR_Given To (Or Left At) ►U4 1tlme E 3 Iweatner -7/� IMileageD r� �e- �L % / /, 02J l !if'i�L �1i /i� S 'S.l� ✓ / /X �LT 1�. /JS S 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer F- 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B In KLEINFELDER 23 - 0 W W 0 M DAILY FIELD REPORT (DFR) Left At) Technician ime Asnve Time De art ravel Time Mrs) -3', 2,;' U) Y Q W IY W Z O Q W U) Co O 0 1. Observations, pass/fail evaluations, and/or recommendations (if I.W-, applicable) provided herein have not been reviewed by an engineer O and, therefore, should be considered preliminary and subject to z change. KLEINFELDER REPRESENTATIVE L -29B An KLEINFELDER File No. Project 23 - ih�- 0,?�- J Dat Contrac tz W W 0 DAILY FIELD REPORT (DFR) DFR Given To (Or Left At) lime Time �n`�P• IJfdvltxvvtu Ivveainer��� IMI!/97`� (1) 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer H 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B REPRESENTATIVE/ Lol I KLEINFELDER 4YM 5" K L E I N F E L D E R DAILY FIELD REPORT (DFR) Page - 1 - File No. 23- 8'-0 Project Name Location GO Technj i QDate 8r'� '-1 3 ContractorLeft At) ime Arrive .roe .17. -- /. - , oo. Cr W D7 R Ro. 3 Earthwork Equipment Observed Time Depart z d Iver ri1 y 0 /� rave Time {h Y Q W Z O a Iz W W Co O C/) 1. Observations, pass/fail evaluations, and/or recommendations (if Wapplicable) provided herein have not been reviewed by an engineer 0 and, therefore, should be considered preliminary and subject to Z change. KLEINFELDER REPRESENTATIVE L -29B L%7D K L E I N F E L D E R DAILY FIELD REPORT (DFR) age Of 1 - File No. 23 - 1- o7-- Project Name si 25 Location ea. Tec an J Date% %/ -3 Contractor � L�� DFR Given To (Or Left At) �0 rnve CC z W FR No. A Earthwork Equipment Obs d $J��I�B� ��1�_ Time Depart � eview y Travel Time (hrs) Date views I'v 13 eat er-,- Mileage 2. erx ) S1/a ,6wy� > U)�. AGG P'12�:,Z>5 s4pz� Y CC W .zr 4-7�r-- O C ''W^ W M O Ct) FW-- z 1. Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. KLEINFELDER REPRESENTATIVE L%7D L -29B K L E I N F E L D E R DAILY FIELD REPORT (DFR) File No. Project Name Location 23 -q 5c� - 0 21GAG 5//-2:';- 3 e GO, Pag1 e - I Technician -:::�p a Date N--6• 3 Contractor /141499 DFR Given To (Or Left At) l Time A ive s 1Z 13d M W z W FRo. � Earthwork Equipme f�Obse ed BG��E 1�1GL l Ti epart evie y rave ,Time rs) ateviewe � •I� •�3 Weather T �i z Mileage zfC� U) z D7� O Q W U) C13 O U) W F- 0 Z. I. Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. KLEINFELDER REPRESENTATIVE L -29B COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 2 3—,')765 for the following: ---,, Use Classification Address or Location i,.U]C4 ri g Groupe occupancy; Type �� construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date by �`✓ �j",i -�,, POST IN A CONSPICUOUS PLACE " (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. • KLEINFEL, R ■ �• ,. 4 fir' V`V� F' �i '' � � -T APPROVED PPtri`,;1S..D November 1, 1993 Smart SMR of California, Inc. 3355 Vincent Road, Suite A Pleasant Hill, California 94523 Attention: Mr. Jeff Lawler Subject: Final Report Special Inspection Construction Observation and Testing Services Cohasset Ridge Mobile Radio Facility Butte County, California County of Butte Permit No. 93-766B Gentlemen: COUNTY OF BUTTE BUILDING DEPT N O V 0 3 1993 During construction of the subject project, personnel of our firm have provided special inspection services in general conformance with Section 306 of the Uniform Building Code. These construction observation services were performed between July 15, 1993, and August 30, 1993. The scope of our services consisted of the following services: • Drilled Pier Observation. • Concrete placement observation and testing. • Reinforcing steel observation. • High-strength bolting observation. Based on the construction observations and testing of our representatives, it is our opinion the work observed requiring special inspection was, to the best of our inspector's knowledge, in conformance with the approved plans and specifications. Our services did not include architectural detailing observations such as dimensioning, color, fit, or finish. We have performed our services in a manner consistent with the level of care and skill ordinarily exercised by inspection firms practicing in the same locality under similar conditions. No other representation, express or implied, and no warranty or guarantee is included or intended. Our services have been completed within the responsibilities, authority, and legal protection of an agency Deputy Inspector (UBC Section 202f). 23-4518-02/R2559 Copyright 1993 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 Page 1 of 2 (916) 366-1701 November 1, 1993 } - .. i 'ti , _ i . ' � t. � - f .' • ' 1 i y � � � � � 4 �� a • � �, � ,� 1 t . ' If you have any questions regarding the contents of this report or require additional information, please contact this office. Sincerely, KLEPUELDER, INC.. V Theodore J. Oien SupervisoryTechnician TJO:mh cc: cDave,Wasney_; County_of Butte Rod Taylor, County of Butte Enclosures: Daily Field Reports 23-4518-02/R2559 Page 2 of 2 November 1, 1993 Copyright 1993 Kleinfelder, Inc. KLEINFELDER 3077 Fite Circle, Sacramento, CA 95827 (916) 366-1701 J a fY W W 0 Y W lr Cn Z O a Ir W m O KLEINFELDER W DAILY FIELD REPORT (DFR) Ilk ��� e UT i - % W me WS Cn 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer 0 and, therefore, should be considered preliminary and subject to Z change. L-298 KLEINFELDER REPRESENTATIVE in KLEINFELDER evie ec .(—= ll� Wim/ DAILY FIELD REPORT (DFR) rag; ur. -I ie Location Tec. n- ian r G� 3� DFR Gi en To (Or Left At)ime r ive -1 Iquipment Observed Tim6 Depart Ave Ti (hrs' Mileage 0-`10 C z O Q Iz W M O Co 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer j- 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B r REPRESENTATIVEKLEINFELDER File No. Project 23 -OZ a) J Date . Contrac Q 1 U- R o. Earthwc W ed y Wevi evie ec .(—= ll� Wim/ DAILY FIELD REPORT (DFR) rag; ur. -I ie Location Tec. n- ian r G� 3� DFR Gi en To (Or Left At)ime r ive -1 Iquipment Observed Tim6 Depart Ave Ti (hrs' Mileage 0-`10 C z O Q Iz W M O Co 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer j- 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B r REPRESENTATIVEKLEINFELDER In KLEINFELDER 23 - z%�1515 0 J Q Date R o. W Z evi.ewod 0 er SLIM DAILY FIELD REPORT (DFR) Location r 0 e cit - 1 Co 1. Observations, pass/fail evaluations, and/or recommendations (if �W-- applicable) provided herein have not been reviewed by an engineer 0 and, therefore, should be considered preliminary and subject to . z change. KLEINFELDER REPRESENTATIVE L-298 rs; in KLEINFELDER Fileo. Protect Name 23- 0� /,.�i�- a L.L. FR No. Earthwork 1 W i W levi e y (.5 U) Y Q W Z O a IM W U) O DAILY FIELD REPORT (DFR) Iray; v Location Tech . ' 'an sir /� � Tech DFR Given To (Or Left At) Time Arrive �HIevieweaiweatnerIM17ig� f * 1- 0 C;A/a/W,4 1��. Co 1. Observations, pass/fail evaluations, and/or recommendations (if W applicable) provided herein have not been reviewed by an engineer F- 0 and, therefore, should be considered preliminary and subject to Z I change. L -29B REPRESENTATIVEKLEINFELDER I J W W (`3 U) Y Q W M r` C K L E I N F E L D E R DAILY FIELD REPORT (DFR) Page Of e No. 23- 8'-0 Project Name ao ! Location EGo Techn'cian fer ite Contractor Left At) Time Arrive 07 R No. Earthwork Equipment Observed I Time Depart d } /7 I raveTime (h vi w y to views eat er Mileage CO 1. Observations, pass/fail evaluations, and/or recommendations (if W W applicable) provided herein have not been reviewed by an engineer 0 and, therefore, should be considered preliminary and subject to z change. KLEINFELDER REPRESENTATIVE i L -29B K L E 1 N F E L D E R DAILY FIELD REPORT (DFR) Page O 1 - File No. 23 - l - oZ,COQ Project Name cE-LL S/725 Location �3 Gd, Tech Man J Date 7�Z - .� Contractor �I/O K DFR Given To (Or Left At) �' ime rave !D CC z W R No. A Earth ork/Eq�uuiip�ment Obs d ����� ��%�_ Time Depart � eview y Travel Time (hrs) 5, Date Rdviewed Weather IMileage 2- D, LZ111- �r /L� 14�i�1%-ice. XZ �l2�:JF,S 4p�� T" CC /Jl� . z LAE l� 4T-- AA79X) - k7- 3iff>E72--t- > Ems' O 0 W Co M O FW-• 0 z 1. Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. .00 KLEINFELDER REPRESENTATIVE L-496 V In K L E I N F E L D E R DAILY FIELD REPORT (DFR) ago -f I File No. Project Name Location 3 G Tec nician Date IDTRio. contractor DFR Given To (Or Left At); Time A ive Z W Earthwork Equipme O�b�sje `'edi By�GIGri'9E ` apart �rae evie yime (hrs) ate eviewed Ie °13 Weather ! T f jZ Mileage Z/lam TD PSG. -DSS /rZ�©k>> F;et�- ��� -P Lir sl T� Pig 1 Q T220z�� -FI1��, �JY�D�Ia o ' U) O F- < W U) m . O i i U) W F- 0 Z. 1. Observations, pass/fail evaluations, and/or recommendations (if applicable) provided herein have not been reviewed by an engineer and, therefore, should be considered preliminary and subject to change. KLEINFELDER REPRESENTATIVE L-298 IL 11. 1111: UNI.)" • I Plot VI mi Attached— :_ � + I°Inur 1'lun Aluichwl Jcnt to B.D. 1 TO: Building Departiitent 1 FROM: Environmental Health l SUBJECT: Sanitation Clearance { Owner Location AP# Plan Approved for: Sewaoc Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Othcr �t ` AlO.` /la Hold final for: Final clearance O, K. for: NOTE: L-nvironl ntal Health S cialist 8/92 1 , t 9.3 bate 1 -• �.••�•�P�'e.i*��:Ax'syk3;w"t:'i<... a;x a 4 ;.z..• .^ , _ , ,���� �, V !.: �., � ���� �. (U UNR-ROHN. Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61666 USA Phone: (309) 697-4400 FAX: (309) 697-5612 PURCHASER: FLEETCALL NAME OF PROJECT: COHASSET RIDGE, 150 FT. MODEL SSV TOWER UNR-ROHN FILE NUMBER: 29257PM UNR-ROHN DRAWING+NUMBERS: C930626 R1 AND,A930753;,1-3 I CERTIFY THAT THE ATTACHED DRAWINGS AND CALCULATIONS WERE PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH THE LOADING AND SOIL CRITERIA SPECIFIED BY THE I PURCHASER AND THAT•I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA. CERTIFIED BY: _#q, DATE �nmn DEPPa APPROVED ,9N C17193 CaJti1 PC E?E f'�Cf�NS' FILE -COPY S CSG Cs . W R. OFESS/Ne, M4 Z3 =No.00416�5�2Uj ��*+ ~Exp. rrzt JJes CtVj%_ �`��13r MAY 1 OF,CA1-��`0 OF BUTTE VG DEPT 12 1993 43 Years of Service to the Communications Industry I t UNR-ROHN. Division of UNR Industries, Inc. 6718 W. Plank Road. P.O. Box 2000, Peoria, Illinois 61656 USA Phone: (309) 697-4400 FAX: (309) 697-5612 STATEMENT OF SPECIAL INSPECTIONS PURCHASER: FLEETCALL NAME OF PROJECT: COHASSET RIDGE, 150 FT. SSV TOWER t UNR-ROHN FILE NUMBER: 29257PM 1 UNR-ROHN DRAWING NUMBERS: C930626 R1 AND A930753, 1-3 TOWER VENDOR: UNR-ROHN P. 0. BOX 2000 PEORIA, IL 61656 VENDOR'S ENGINEER FOR TOWER AND FOUNDATION DESIGN Thomas W. Schepke UNR-ROHN has submitted a tower and foundation design for the referenced project in accordance with specifications and geotechnical data provided to US. As the tower vendor for the referenced project, we have listed below inspections which to the best of our knowledge and belief would be appropriate for this project. Concrete foundation construction: Verify that foundations are installed per drawing A930753, 1-3 and that construction materials, installation methods and assumed design parameters are acceptable based on the conditions existing at the site. Tower structural steel: Verify that the tower is installed per drawing C930626 R1 and,that competent and qualified personnel erect the tower. Tower member connections: No field welded or slip -critical connections are required. Verify that nut - locking devices are installed on all connections and that bolts, as a minimum, are installed to a snug -tight condition. No minimum bolt tensions or torque values are required. Prepared by: I 1 Type or print name pEESS/p Q� Nql Signature Date W r UM 16W � ac Do.12 3/ 1 crvI�- 43 Years of Service to the Communications Industry ®qlf nc Ata a Ci m O o ( ti y 1 2 0 2 0 u, m N ��arrl ► ,�� O 00 m m � ti�a � y 00 C mm 3 CD C 00 O 2� N ' �oOm N - IIII fa- n 0 0 1 c m �-0 fpm o ry Rl IIII m X10 Zm l0 ITI—rtl a. 2a� ;- I I I N III I I I �CO rnm� �2 r �2 LJ_J- ----- —IJLI--J_IJ oz • 0 N y N O� � Fill (i O _n :0r m� [I—,,k O Z v rm O �O � ^d^ ^c^ EFFECTIVE MOMENT ARM Z C q U) I1� CIRCULAR TIES CIRCULAR TIES (O' -O ^) FOR SHEAR ti N � nti ► (n IOI TO BASE (4' 6^) FT. r m dry r O ~ n Ij �nj z On am 0 nl a o c o y mm y-1 � � m nnu0 � cn of ti r`2� n ti °c� / qac) pryl ti W ti ► u, " C;)a v,c�no m mm O �� ° m-� z / a O Z V�` ~ c�n�o �� \� oma ° i titin D �� mU :,70, O N W ► (nn LnEnm ((nn a Ix m FOUNDATION GENERAL NOTES 1. Work shall be in accordance with local codes, safety regulations and unless otherwise noted, the latest revision of ACI 318, "Building Code Requirements for Reinforced Concrete". Procedures for the protection of excavations, existing construction and utilities shall be established prior to foundation installation. 2. Concrete materials shall conform to the appropriate state requirements for exposed structural concrete. 3. Proportions of concrete materials shall be suitable for the installation method utilized and shall result in durable concrete for resistance to local anticipated aggressive actions. The durability requirements of ACI 318 Chapter 4 shall be satisfied based on the conditions expected at the site. As a minimum, concrete shall develop a minimum compressive strength of 3000 psi (20.7 MPa) in 28 days. 4. Maximum size of aggregate shall not exceed 1 inch (25 mm); size suitable for installation method utilized, or one-third clear distance behind or between reinforcing. 5. Reinforcement shall be deformed and conform to the requirements of ASTM A615 grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise indicated. 6. Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. 7. Welding is prohibited on reinforcing steel and embedments. 8. Minimum concrete cover for reinforcement shall be 3 inches (76 mm) unless otherwise noted. Approved spacers shall be used to insure a 3 inch (76 mm) minimum cover on reinforcement. 9. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 3 inches (76mm) nor be less than 2 inches (51mm). 10. Spacers shall be attached intermittently throughout the entire length of vertical reinforcing cages to insure concentric placement of cages in excavations. 11. Foundation design has been based on geotechnical report dated 12/10/92 by: Kleinfelder, Inc. 12. Foundation design has been developed in accordance with generally accepted professional engi- neering principles and practices within the limits of the subsurface data provided. Foundation design modifications may be required in the event the following design parameters are not appli- cable for the subsurface conditions encountered. A) DEPTH NEGLECTED FOR SKIN SHEAR = TOP 3 FT. B) AVERAGE ALLOWABLE SKIN SHEAR 3 FT TO 30 FT DEPTH = 300 PSF. C) ALLOWABLE END BEARING AT 30 FT DEPTH = 5 KSF. D) GROUND WATER TABLE BELOW FOUNDATION DEPTH. 13. Foundation design assumes level grade at tower site. 14. Foundation design assumes the recommendations in the referenced geotechnical report concern- ing verification of subsurface conditions are implemented prior to placement of concrete. 15. Foundation installation shall be supervised by personnel knowledgeable and experienced with the proposed foundation type. Construction shall be in accordance with generally accepted installa- tion practices. ENG. FILE NO. 29257PM DWG. NO. A930753-2 16. Foundation design assumes installation procedures will incorporate the procedures recommended in the referenced geotechnical report. 17. Foundation design assumes field inspections will be performed to verify that construction mate- rials, installation methods and assumed design parameters are acceptable based on conditions existing at the site. 18. For foundation and anchor tolerances see drawing A810214. 19. Loose material shall be removed from bottom of excavation prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. 20. Concrete shall be placed in a manner that will prevent segregation of concrete materials, infiltra- tion of water or soil and other occurrences which may decrease the strength or durability of the foundation. 21. Free fall concrete may be used provided fall is vertical down without hitting sides of excavation, formwork, reinforcing bars, form ties, cage bracing or other obstructions. Under no circum- stances shall concrete fall through water. 22. Foundation design assumes continuous concrete placement without construction joints. 23. Top of foundation outside limits of anchor bolts shall be sloped to drain with a floated finish. Area inside limits of anchor bolts shall be level with a scratched finish. 24. Exposed edges of concrete shall be chamfered 3/4" x 3/4" (19mm x 19mm) minimum. 25. Foundation design assumes casing, if used, will not be left in place. Equipment, procedures and proportions of concrete materials shall insure concrete will not be adversely disturbed upon casing removal. 26. Drilling fluid, if used, shall be fully displaced by concrete and shall not be detrimental to concrete or surrounding soil. Contaminated concrete shall be removed from top of foundation and re- placed with fresh concrete. I ENG. FILE NO. 29257PM DWG. NO. A930753-3 i I PIPE 5� I1 -sr I I I I I I 9 //2 X 9 //2 X l 1/4" I I SASE FLAME PLATE 3/8 000 5 //2" 2. rp/000/ d Zmzmw SLOT ZMPSI COAF*WSSIVE STAONTH, Ned-S7*RINKINS QROUT. 4- l " DIA. X 79" AACMW BOLTS EOUALLY SPACED ON A 9 //2" DIA. SMT CZRCX.E BASE LEG & FLANGE PLATE DETAILS OH 03/20/92 A !::f3/G J 1 GENERAL NOTES 1. ALL DETAILS PER RISC SPECIFICATIONS. 2. MINIUM TYPICAL EDGE DISTANCE ON ALL BRACES, BRACE CLIPS, AND FLANGE PLATES EQUALS l 1/2 X BOLT DIA. J. THE &U93ER AND SIZE OF A325 BOLTS REQUIRED FOR MEMBER CAPACITIES ARE INDICATED ON THE SECTION MEMBER Std- a -LE OF THE TOWER DESIGN ORAWIMG. 4. PAL NUTS PROVIDED FOR NgJT LOCKING DEVICE. BOLTS TO BE INSTALLED IN A SNUG TIGHT CONDI TION. W SPECIAL INSPECTION REQUIRED FOR MINIMiAW BOLT TENSION. x C TYPICAL SSV TOWER CONNECTION DETAILS OH 0.313119-3 A&51 / 1Z DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL . PAGE NO. 1 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B ----------- -------------------------------------------------------------------------------------------------- NOTE-TOWER DESIGN, WIND PRESSURES, AND SHAPE FACTORS CONFORM TO STANDARDS SET BY ANSI/EIA-222-E 1991. --------------------------------------------------------------------------------------------------------------------------- A BRIEF DESCRIPTION OF THE DESIGN REQUIREMENTS FOLLOWS - 1. 150 FT SSV TOWER ANALYSIS 2. DESIGN WIND LOAD PER ANSI/EIA-222-E-1991 3. 80 MPH BASIC WIND SPEED (0.5" RADIAL ICE LOAD) 4. STD INSIDE CORNER LADDER W/ROHN-LOC 5. 2-8 HOLE W/G LADDERS W/ROHN-LOC 6. SITE: COHASSET RIDGE 7. THE DATA FOR THIS RUN IS LOCATED IN "GENINPUT.GEN-13JAN93/115160-SS". -----------------------------------------------------------------------------------------------7--------------------------- INPUT PARAMETERS **************** TOWER HEIGHT = 150.0 FEET EXPOSURE = C - PROJ. AREA OF LADDER, ROUND = .600 SQ.FT/FT FACE = 0 - BASE ELEVATION = .0 FEET IMPORTANCE FACTOR = 1.000 - PROJ. AREA OF LADDER, FLAT = :271 SQ.FT/FT FACE = S - WIND VELOCITY = 80.00 MPH RADIAL ICE = .00 IN.- UNIFORM WEIGHT OF LADDER = -007 KIPS/FT Gh = 1.133 - ESCALATED WINDLOADS ARE CALCULATED AT EACH SECTION MID -HEIGHT, WINDLOADS ARE LISTED FROM TOP TO BOTTOM FROM 150.0 FEET TO 140.0 FEET USE .0283 KSF FROM 140.0 FEET TO 120.0 FEET USE .0275 KSF FROM 120.0 FEET TO 100.0 FEET USE .0262 KSF FROM 100.0 FEET TO 80.0 FEET USE .0247 KSF FROM 80.0 FEET TO 60.0 FEET USE .0230 KSF FROM 60.0 FEET TO 40.0 FEET USE .0209 KSF FROM 40.0 FEET TO 20.0 FEET USE .0186 KSF FROM 20.0 FEET TO .0 FEET USE .0186 KSF ANTENNA WIND EFF. ANT. DEAD LOAD PROJ. AREA OF APPURTENANCES 'DEAD LOAD EFF.PROJ. ASSUMED ELEVATION PRESSURE PROJ.AREA OF ANT. (SQ.FT./FT.) OF APPUR. AREA*M.A. TORQUE (FEET) (K/SQ-FT) (SQ.FT.) (KIPS) (KIPS/FT) (SQ.FT-FT) (FT -K) DESCRIPTION OF LOADS ROUNDS FACE FLATS FACE 12-ALP6014 ANT'S. ------- 150.0 ' .0286 80.00 2.00 1.008 1 - .279- 1 -lE .019 .00 - .00 W/CELL PLATFORM. -------- 150.0 .0286 .00 .00 1.008 ' 2' .279• 2 ' .000 .00' .00 2-10'H.P. DISHES -------- 120.0 ' .0269 185.00 ' 2.00 168 1' .000' 0 .002 450.00 12.08 (90 & 270 DEG) ---------- 120.0 .0269 .00 .00- .168 2" .000, 0- .000 ' .00 .00 THIS ANALYSIS CONTROLS OVER 1/2" RADIAL ICE DESIGN WITH 75 PERCENT ORIGINAL WIND PRESSURES. DESIGN ASSUMES ALL TRANSMISSION LINES AND WAVEGUIDE LADDERS ARE EQUALLY DISTRIBUTED ON Z TOWER FACES. DESIGN ASSUMES VHF ANTENNAS MOUNTED AS SYMMETRICALLY AS POSSIBLE TO MINIMIZE ACCUMULATED EFFECT OF TORQUE. DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 2 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- WINDLOAD ON TOWER SECTIONS AND SUMMARY OF WEIGHTS ********** ********** ********** ********** ********** ************ ********** ********** ********** *COLUMN 1* *COLUMN 2* *COLUMN 3* *COLUMN 4* *COLUMN 5* * COLUMN 6 * *COLUMN 7* *COLUMN 8* .*COLUMN 9* * TOWER * *WIND ON * *WIND ON * * TOTAL * * WEIGHT * *WT. OF EA.* * TOTAL * *WT./SEC.* * ACCUM. * * * SECTION* *CONCENTR. *WIND FOR* *OF HDWE.* *SECTION W/* * ACCUM- * *OF TOWER* * WEIGHT * *SECTION * * & UNIF.* *EFF.PROJ* *EA. TWR.* *FOR EACH* *ICE/HDWE.-* * ULATED * * STEEL **OF TOWER* * * APPURT.* * AREAS * * SECTION* * SECTION* *IF PRESENT* *SEC.WTS.* * ONLY * * STEEL * * NUMBER * * (KIPS) * * (KIPS) * * (KIPS) * (KIPS) * (KIPS) * * (KIPS) * (KIPS) * * (KIPS) * ********** ********** ********** ********** ********** ************ ********** ********** ********** 7NB ..N 1.271 2.289 3.560 2.26 2.63 2.63 .37 .37 7NST .*N 2.392 4.967 7.360 2.52 3.18 5.81 .66 ( .05) 1.03 8N **N 2.420 .000 2.420 .56 1.57 7.38 1.01 ( .31) 2.04 9NH **N 2.534 .000 2.534 .56 1.99 9.37 1.43 ( .59) 3.47 1ONH **N 2.735 .000 2.735 .56 2.22 11.59 1.66 ( .71) 5.13 11N **N 2.712 .000 2.712 .56 2.73 14.32 2.17 ( .76) 7.30 12NH *.N 2.524 .000 2.524 .56 2.93 17.25 2.37 ( .64) 9.67 13NH **N 2.636 .000 2.636 .56 3.30 20.55 2.74 ( .78) 12.41 TOTAL INCREASED TOWER WEIGHT, IN ADDITION TO THE STANDARD TOWER SECTIONS = 3.84 KIPS ***** SECTION STATUS INDICATORS ***** FOR,EXAMPLE, 7NB ..N INDICATORS ARE: (PERIOD) ---- = MEMBER NOT BEEFED ^^^... HORIZONTAL BRACE INDICATOR * (ASTERISK) -- = MEMBER BEEFED I....DIAGONAL BRACE INDICATOR ! (EXCLAMATION) = NO MEMBER LARGE ENOUGH .....LEG INDICATOR ? (QUESTION) -- = INCORRECT DATA N ------------- = NOT APPLICABLE DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. ,3 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- SHEARS, OVERTURNING MOMENTS AND SIDE RAIL DATA **W****W****W*W******WWW**W**W***WW******WWW** *********** ********WWW *WW******** *W********* ******W**** **W*****WW* *****W***W* *********** *W********* *COLUMN 10* *COLUMN 11* *COLUMN 12* *COLUMN 13*' *COLUMN,14* *COLUMN 15* *COLUMN 16* *COLUMN 17* *COLUMN 18* *********** *********** W*****WWW** *****WWWWWW *WWW******W *W****WW*W* WWWWWW***** **WWWWWWW** W******W*** * TOWER * * DIST- * * APPROX. * * TOTAL * * TOTAL * * MAXIMUM * * MAXIMUM * * MAXIMUM * * TOWER * * * * ANCE * * CENTER- * * ACCUM. * * OVER- * * TENSION * * COMP. * *ALLOWABLE* * SIDE- * * SECTION * BELOW * * CENTER * * SHEAR ON* * TURNING * * FOR ONE * * FOR ONE * *SIDE -RAIL* RAIL * * * TOP * * OF LEGS * * TOWER * * MOMENTS * *SIDE -RAIL* *SIDE -RAIL* *CAPACITY * *DIMENSION* * NUMBER * (FT.) * * (FT.) * * (KIPS) * *(FT -KIPS)* * (KIPS) * * (KIPS) * * (KIPS) * *(INCHES) 7NB ..N 10.0 6.54 3.56 29.25 4.37 6.21 77, y0 PIPE3.OSTD 7NST .*N 30.0 6.54 10.92 124.38 20.28 24.42 77.go , PIPE3.OSTD 8N **N 50.0 8.54 13.34 366.98 47.61 52.97 73.70 - PIPE3.o 5TH 9NH **N 70.0 10.56 15.87 659.12 69.58 76.46 87.12 PIPE3.OE.H 1ONH **N 90.0 12.60 18.61 1003.94 88.96 97.51 1 113.57 PIPE3.5E.H.� 11N **N 110.0 14.66 21.32 1403.23 106.76 117.31 142.37 PIPE4.OE.H 12NH *.N 130.0 16.70 23.84 1854.88 123.70 136.39 181.57 PIPE5.OE.H ' 13NH **N 150.0 18.70 26.48 2358.13 140.14 155.22 181.57 PIPE5.OE.H ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 4 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- BRACING LOADS, SIZES AND BOLTS *COLUMN 19* *COLUMN 20* *COLUMN 21* *COLUMN 22* *COLUMN 23* *COLUMN 24* *COLUMN 25 * *COLUMN 26* *COLUMN 27* * TOWER * * HORIZ. * * HORIZ. * *REMAINING* *MAX.AXIAL* *AXIAL LD.* *ANGLE/PIPE* * * *NO.& SIZE* * * * COMP. OF* * COMP. * * SHEAR TO* *LOAD FOR * * COLUMN * */SOLID RD.* * BRACE * * OF BRACE* * SECTION * * SHEAR IN* * OF LEG * * BE TAKEN* * TOWER * *CAPACITY * *BAR/ BRACE* * CONNECT.* * BOLTS * * * ONE FACE* LOAD * *BY BRACES* * BRACING * *OF BRACES* * DIMENSION* * CAPACITY* *REQUIRED * NUMBER* * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (INCHES) * * (KIPS) * *PER CONN.* / 7NB ..N 2.374 .000 2.374 1.352 5,po% ' L1 -1/2X 3/16 <M> 5,i'l 1-1/2 IN. DIA. .188 IN. CLIP 7NST .*N 9.413 .000 9.413 5.360 lq,37Z ,L ZXZ.Xyu <M> 7 Z5 1-YZ IN. DIA!L*) 2 $ IN. CLIP 8N **N 10.527 2.865 7.662 4.320 4.733 L1.75X3/16 <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 9NH **N 11.904 4.161 7.743 4.462 7,517- L 2,50116-<C> 5.44 1-1/2 IN. DIA. .188 IN. CLIP ' 1ONH **N 13.513 5.312 8.201 4.530 6.645 L 2.5X3/16 <M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 11N **N 15.165 6.381 8.784 4.828 13.017 L 3X.3 0/16 <C> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 12NH *.N 16.732 7.405 9.327 5.487 6.120 L 3X3X3/16 <M> 6.80 1-5/8 IN. DIA. - .250 IN. CLIP 13NH **N 18.400 8.407 9.993 5.700 6.696 L 3X3X1/4 <B> 8.59 1-5/8 IN. DIA. .250 IN. CLIP ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. IF THE SYMBOL --(*)--APPEARS AFTER THE BOLT SIZE, IT INDICATES THAT THREADS MUST BE EXCLUDED FROM SHEAR PLANES. IF THE SYMBOL-- H --APPEARS AFTER THE LOADS ABOVE, IT INDICATES THAT THE LOADS ARE FOR THE MAIN HORIZONTAL. IF THE SYMBOL --*--APPEARS AFTER THE CLIP SIZE, IT INDICATES THAT THE HORIZONTAL BRACE CONTROLLED THE CLIP -AND BOLT SIZE. IF THE SYMBOL --(+)--APPEARS AFTER THE DIAGONAL CAPACITY(COL. 24), IT INDICATES THE HORIZONTAL BRACE CAPACITY CONTROLS THE DIAGONAL BRACE CAPACITY. THE LETTER APPEARING BEFORE THE CONNECTION CAPACITY IN COLUMN 26 INDICATES THE CONTROLLING FACTOR. <B> = BRACE BOLT CONTROLS CONNECTION CAPACITY: <C> = BRACE CLIP CONTROLS: <M> = BRACE CONTROLS. DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 5 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- TWIST AND DEFLECTION DATA ************************* *********** *********** *********** *********** *********** *********** *********** *COLUMN 28* *COLUMN 29* *COLUMN 30* *COLUMN 31* *COLUMN 32* *COLUMN 33* *COLUMN 34* *********** *********** *********** *********** *********** *********** *********** * TOWER * * TWIST * TOTAL * * DEFLEC- * * TOTAL * * AREA OF * * TOTAL * * * * FOR EACH* * ACCUM- * *TION FOR * * ACCUM- * *M/EI FOR * * ACCUM- * * SECTION * * TOWER * * ULATED * *EA. TOWER* * ULATED * *EA. TOWER* * ULATED * * * * SECTION * * TWIST * * SECTION * * DEFL. * * SECTION * * DEFL. * * NUMBER * *(DEGREES)* *(DEGREES)* *(DEGREES)* *(DEGREES)* * (FEET) * * (FEET) * *********** *********** *********** *********** *********** *********** *********** 7NB ..N .000 .243 .013. .750 .219E-03 1.205 7NST *N .128 .243 .132 .737 .230E-02 1.037 8N **N .052 .115 .118 .605 .341E-02 .728 9NH **N .022 .064 .121 .487 .289E-02 .475 IONH **N .017 .042 .113 .366 .254E-02 .286 11N **N .011 .025 .100 .254 221E-02 .151 12NH *.N .009 .014 .076 .153 .177E-02 .063 13NH **N .005 .005 .078 .078 .151E-02 .015 0 4 292S7P�y #################### ## WIGGINS METHOD ## ############################################### ## DETERMINE MAXIMUM LATERAL SOIL PRESSURE ## ## AND MAXIMUM MOMENT IN THE SHAFT FOR ## ## A DRILLED PIER FOUNDATION ## ############################################### FORMULAS USED IN PROGRAM-------------�I-------- --------------------------- ^ 6*P*(1+N) N = NLA ! I I NL S1 =--------------- ! ! I I ! D*L*(1-N)*(1-N) ! ! I I V (N+3)*(N+3)*S1 ! ! I I ^ S2 =-------=-------- ! ! I I ! 8*(N+I)*(N+2) ! ! I I ! ! I I Y 1-(N*N) I ! I I K =--------------- ! ! I I ! 2*(2+N) ! ! I I V DEPTH I I<----------- S2 L*(1-K)-NL L BELOW I I Y =--------------- GRADE I I 2 ! ! I I ! ! I I M = P*(NL+5/8*Y) ! ! I I ! ! I I ! I I I ! ! I I ! ! I I ! ! I I ! ! I I ! I I I I t I I ! ! I I ! ! I< ---I<--- D V V I_I ---------------------> S1 TRIAL # 1 LENGTH OF PIER FT = L =30.50 DIAMETER OF PIER FT = D = 4.00 LENGTH FOR NO SOIL RESISTANCE �FT = NL = 3.50 ✓. SHEAR AT TOP OF PIER (KIPS) = P =17.70 MAX. LATERAL SOIL PRESSURES MAXIMUM MOMENT IN SHAFT K =•.233 S1 = 1.238 KSF M = 171.93 K -FT / Y = 9.94 FT S2 = .637 KSF ,/ NAME: XK FILE NO. 29257PM PAGE NO. 1 SHAFT REINFORCING PROGRAM VER. 91.0 . DESIGNED BY: XK ENG. FILE NO.: 29257PM DATE: 011993 CUSTOMER: FLEET CALL CoffAssET /Z iDGE) DESCRIPTION: REINFORCEMENT CALCULATIONS INPUT DATA C = 155.20 Kips / Vc = .00 Kips Mc = .00 Ft-K T = 140.10 Kips Vt = 17.70 Kips. / Mt = 171.90 Ft-K Fy = 60.00 Ksi Fyt:= 60.00 Ksi L.F. = 1.30 H _ 48.00 In./ Ds = 39.00 In. F'c = 3.00 Ksi U = 1.00 Irs = 1 *** SHAFT CROSS SECTION IS ROUND *** SUMMARY OF ANALYSIS Minimum area of steel req'd. = 9.05 sq.in. (Rhomin = .0050) Maximum steel area limit = 144.76 sq.in. (Rhomax = .0800) CIRCULAR TIE DATA Vu <.85*Vc/2, shear reinforcement is not required. Use maximum tie spacing specified in A.C.I. 318-83, Section 7.10.5 for compression reinforcement. DEVELOPMENT LENGTH MODIFIERS FOR TENSION AND COMPRESSION BAR DEVELOPMENT DLMT =,MODIFIER FOR TENSION DEVELOPMENT = .893 DLMC = MODIFIER FOR COMPRESSION DEVELOPMENT = .161 REQUIRED Ld = MODIFIER BASIC Ld ACI 318 MODIFIERS (12 in. min.) • U .• h� KLEINFELDER GEOTECHNICAL INVESTIGATION REPORT PROPOSED MOBILE RADIO FACILITY COHASSET RIDGE, SITE NO. C548A BUTTE COUNTY, CALIFORNIA ISUTTE 00UNTY,- SUILUNG DEPARTMEW AR ROVED This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non-commercial, educational, and scientific use of this report by regulatory agencies is regarded as a "fair use" and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. Copyright 1992 Kleinfelder, Inc. All Rights Reserved. FILE C0'JLPY •k" KLEINFELDER December 10, 1992 Mr. Russ Laughlin Smart SMR of California, Inc. 3355 Vincent Road, Suite A Pleasant Hill, California 94523 Subject: GEOTECHNICAL INVESTIGATION REPORT PROPOSED MOBILE RADIO FACILITY COHASSET RIDGE, SITE NO. C -WA BUTTE COUNTY, CALIFORNIA Dear Mr. Laughlin: Kleinfelder is pleased to present the attached geotechnical investigation report for a proposed mobile radio facility to be located at 11000 Cohasset Road in Butte County, California. The purpose of our investigation was to explore and evaluate the subsurface conditions at various locations on the site in order to develop geotechnical engineering recommendations for project design and construction. Based on the results of our field investigation and engineering analyses, it is our professional opinion the site may be developed for the proposed facility using conventional • grading and deep foundation construction techniques. Recommendations. regarding the geotechnical aspects of project design and construction are presented in the following report. Recommendations provided herein are contingent on the provisions outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. The project Owner should become familiar with these provisions in order to assess. further involvement by Kleinfelder and. other potential impacts to, the proposed project. We appreciate the opportunity of providing our services for this project. If you have questions regarding this report or if we may, be of further assistance, please contact the undersigned. Very truly, yours, KL NFELDER41N. 7andall D. Harris, P.E. Staff Engine R.eith Bro P.E. Senior Engineer „ RDH:RKB:mh cc: Client (4) 23-4458-O1/R2219 December 10, 1992 Copyright 1992 Kleinfelder, Inc. KLEINFELDER 307,- Fite Circle, Sacrament(), CA 95827 (916) 306-1701 • TABLE OF CONTENTS k%J KLEINFELDER Page Number INTRODUCTION.................................................................................................... 1 ProposedConstruction............:................................................................................1 Purpose and Scope of Services................................................................................ 2 SITECONDITIONS......................................................:......................................... 3 Surface..................................:...................................................................................... 3 Subsurface................................................................................................................... 3 CONCLUSIONS AND RECOMMENDATIONS .............................................. 4 General....................................................................................................................... 4 SitePreparation......................................................................................................... 4 TemporaryExcavations............................................................................................ 5 EngineeredFill.......................................................................................................... 6 TrenchBackfill.......................................................................................................... 8 Drilled Pier Foundations.......................................................................................... 8 SpreadFoundations...............................................................................................11 Concrete Slabs Supported-On-Grade..................................................................12 ADDITIONAL SERVICES..................................................................................15 ProjectBid Documents...........................................................................................15 Plans and Specifications Review...........................................................................15 Construction Observation and Testing................................................................15 Additional Copies of Report.................................................................................16 LIMITATIONS........................................................................................................17 APPENDIXA........................................................................................................A-1 FIELD INVESTIGATION.................................................................................A-1 General................................................................................................................... A-1 SamplingProcedures............................................................................................A-1 Listof Attachments...............................................................................................A-2 • kn KLEINFELDER GEOTECHNICAL INVESTIGATION REPORT PROPOSED MOBILE RADIO FACILITY COHASSET RIDGE, SITE NO. C548A BUTTE COUNTY, CALIFORNIA G INTRODUCTION In this report we present the results of our geotechnical investigation for a proposed mobile radio facility to be located at 11000 Cohasset Road in Butte County, California. The site location relative to existing roads and topographic features is shown on Plate 1. This report includes our recommendations related to the geotechnical aspects of project design and construction. Conclusions and recommendations presented in this report are based on the subsurface conditions encountered at the locations of our explorations and the provisions and requirements outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. Recommendations presented herein should not be • extrapolated to other areas or used for other projects without our prior review. PROPOSED CONSTRUCTION The proposed project will involve construction of a 120 -foot -high, 3 -legged, self-supporting tower, an equipment building, and 2 concrete equipment pads. The proposed building will encompass approximately 200 square feet in plan area; total site area is approximately 1,200 square feet. Maximum foundation loads were not available at the time this report was prepared. Grading plans were not available at the time this report was prepared; however, as site topography is gently- sloping, earthwork cuts and fills of about 1 foot in vertical extent are expected to achieve a level building pad and provide vehicular access and positive surface drainage. A plot planindicating the proposed project layout is shown on Plate 2. 23-4458-O1/R2219 Pagel of 17 December 10,19_92 Copyright 1992 Kleinfelder, Inc. k'q KLEINFELDER • PURPOSE AND SCOPE OF SERVICES The purpose of our investigation was to explore and evaluate the subsurface conditions at various locations on the site in order to develop recommendations related to the geotechnical aspects of project design and construction. The scope of our services was outlined in our proposal dated October 22, 1992, and included the following: o Exploration of the subsurface conditions at various locations within the area of the proposed construction utilizing one drilled boring. o Engineering analyses on which to base ,our recommendations for the design and construction of the geotechnical aspects of the project. o Preparation of this report which includes: • A description of the proposed project; • A description of the surface and subsurface site conditions_ encountered during. our field investigation; • Recommendations related to the geotechnical aspects of: -Site preparation and engineered fill; - Temporary excavations and trench backfill; - Foundation design and construction; - Concrete slabs supported -on -grade; and • An appendix which includes a summary of our field investigation program. 23-4458-O1/R2219. Page 2 of 17 December 10, 1992 - ' ` '-' Copyright 1992 Kleinfelder, Inc. • SITE CONDITIONS k'q KLEINFEMER ro SURFACE The proposed site is located at 11000 Cohasset Road, approximately 2 miles north of the town of Cohasset in Butte .County, California. The site is surrounded by sparse -to -dense brush and trees. Site topography slopes gently down towards the southwest. At the time of our field investigation, an existing equipment building and a guy -supported tower (approximately 150 feet in height), were present in the site vicinity. The proposed location. of the planned tower will be about 30 feet northwest of the existing equipment building. SUBSURFACE Near -surface soils encountered in our boring consisted predominantly, of stiff silty clay to depths of about 4 to 5 feet below existing site grade. Below these near -surface soils, loose - to -medium -dense sandy silt (completely -weathered volcanic bedrock) underlain by completely -to -highly weathered volcanic bedrock were encountered to the maximum depth explored (36-1/2 feet below existing site grade). At the .time of our field investigation, no free groundwater was encountered' in our boring. It should be noted that groundwater conditions within the area may vary depending on rainfall and/or runoff conditions not apparent at the time of our field investigation. A discussion of the field investigation program is presented in Appendix A of this report. Detailed descriptions of the subsurface conditions encountered during our field investigation are presented on the Log of Boring, Plate A-4 of, the appendix. 23-4458-01/R2219 Page -3 of 17 December 10, 1992 Copyright 1992 Kleinfelder, Inc. • • CONCLUSIONS AND RECOMMENDATIONS GENERAL hn KLEINFELDER Based on the results of our field investigation, laboratory testing, and engineering analyses, it is our .professional opinion the site may be developed for the proposed facility using conventional grading and deep foundation construction techniques. Recommendations regarding the geotechnical aspects of project design and construction are presented below. SITE PREPARATION Stripping and Grubbing Prior to general site grading, existing vegetation, organic topsoil, and any debris should be stripped and disposed of outside the construction limits. We estimate the depth of stripping to be approximately 1 to 3 inches over a majority of the site. Deeper stripping or grubbing may be required where concentrations of organic soils or tree roots are encountered during site grading. Stripped materials should be disposed of off-site or outside the construction limits and should, not be incorporated into any engineered fill. Existing Utilities and/or Foundations Although not encountered during our field investigation, it is possible abandoned utility lines and/or foundations may exist on site. If encountered within the area of construction, these .items should be removed and disposed of off-site. Existing utility, pipelines which extend beyond the limits of the proposed construction and will be abandoned in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal activities should be cleaned of loose or disturbed material (including all previously -placed backfill) and dish -shaped (with sides sloped 3(h):1(v) or flatter) to permit access for compaction equipment. Scarification and Compaction Following site stripping and any required grubbing and/or overexcavation, we recommend all areas to receive engineered fill or to be used for the future support of structures or concrete slabs supported -on -grade be scarified to a depth of 8 inches, uniformly moisture - conditioned to between 0 and 5 percent above the optimum moisture content, and compacted to at least 90 percent of the maximum dry density as determined by ASTM 23-4458-O1/R2219 _ Page 4 of 17 Copyright'1992 Me'mfelder, Inc. December 10, 1992 • hn KLEINFELDER (American Society for Testing and Materials) Test Method D 1557*; within pavement areas the scarified subgrade should be compacted to at least 95 percent relative compaction. IMPORTANT NOTE: Within areas grubbed or otherwise disturbed below a depth of about 8 inches, in-place scarification and compaction may not be adequate to densify all disturbed soil. Therefore, overexcavation of disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered fill may be required to sufficiently density all disturbed soil. WARNING: Should site grading be performed during or subsequent to wet weather, near - surface site soils may be significantly above optimum moisture content. This condition could hamper equipment maneuverability and efforts to compact site soils to the recommended compaction criteria.. Disking to aerate, chemical treatment, replacement with drier material, or other methods may be required to reduce excessive soil moisture. TEMPORARY EXCAVATIONS .0 General All excavations must comply with applicable local, state, and federal safety regulations including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the sole responsibility of the Contractor, who shall also be solely responsible for the means, methods, and sequencing of construction operations. We are providing the information below solely as a service to our client. Under no circumstances should the information provided be interpreted to mean that Kleinfelder is assuming responsibility for construction site safety or the Contractor's activities; such responsibility is not being implied and should not be inferred. Excavations and Slopes The Contractor should be aware that slope height, slope inclination, or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state, or federal safety regulations (e.g., OSHA Health and Safety Standards for . Excavations, 29 CFR Part 1926). Such regulations are strictly enforced and, if they are not *This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. 23-4458-O1/R2219 Page 5 of 17 December 10, 1992 ` " ' Copyright 1992 Kleinfelder, Inc. • k" KLEINFELDER followed, the Owner, Contractor, and/or earthwork and utility subcontractors could be liable for substantial penalties. Near -surface materials encountered during our field investigation consisted of silty clay and sandy silt. In our opinion these materials would be considered a Type B soil when applying the OSHA regulations. For this soil type OSHA recommends a maximum slope inclination of 1(h):1(v) or flatter for excavations 20 feet or less in depth. -Steeper cut slopes may be utilized for excavations less than 5 feet deep depending on the strength, moisture content, and homogeneity of the soils as observed in the field. Construction Considerations Heavy construction equipment, building ' materials, excavated soil, and vehicular traffic should not be allowed within 1/3 the slope height from the top of any excavation. Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. Shoring, bracing, or underpinning required for the project (if any) should be designed by, a professional engineer registered in the State of California. During wet weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water should be collected and disposed of outside the construction limits. ENGINEERED FILL Materials All engineered fill soils should be nearly -free of organic or other deleterious debris, essentially non -plastic, and less than 3 inches in maximum dimension. In general, well - graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay are acceptable for use as engineered fill. Specific requirements for engineered fill, as well as applicable test procedures to verify material suitability, are provided below. 23-4458-01/R2219 Page 6 of 17 December 10, 1992 Copyright 1992 Meinfelder, Inc. r �J k%J KLEINFELDER Gradation Test Procedures Percent Sieve Size Passing ASTM` Caltrans* * UBC 3 inch 100 C 136 202 --- 3/4 inch 70- 100 C 136 202 --- No. 4 50-100 C 136 202 --- No. 40 30-100 C 136 --- --- No. 50 30-100 --- 202 --- No. 200 15-70 C 136 202 --- Plasticity Liquid Plasticity Limit Index < 30 < 12 D 4318 204 --- Organic Content Less than 3% D 2974 --- --- Expansion Potential Less than 20 --- --- 29-2 Maximum Dry Density More than 105 pcf D 1557 --- In general, near -surface, on-site soils similar to those encountered in our boring do not appear -to meet the requirements indicated above but may be usedfor engineered fill provided they are adequately moisture -conditioned prior to placement of concrete slabs supported -on -grade (see section below entitled "CONCRETE SLABS SUPPORTED -ON - GRADE"). All imported fill materials to be used for engineered fill should be sampled and tested by the project Geotechnical Engineer prior to being transported to the site. Compaction Criteria Soils used for engineered fill should be uniformly moisture -conditioned to between 0 and 5 percent above the optimum moisture'content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. *American Society for Testing and Materials Standards (latest edition) • **State of California, Department of Transportation, Standard Test Methods (latest edition) * * *Uniform Building Code (latest edition) 23-4458-01/R2219 Page 7 of 17 December 10, 1992 Copyright 1992 Meinfelder, Inc. KLEINFELDER TRENCH BACKFILL Pipe zone backfill (i.e. material beneath and in the immediate vicinity of the pipe) should consist of native or imported soil less than one inch in maximum dimension; trench zone backfill (i.e. material placed between the pipe zone backfill and finished subgrade) may consist of native soil which meets the requirements for engineered fill provided above. If import material is used for pipe or trench zone backfill, we recommend it consist of fine - to -medium grained- sand or a well -graded mixture of sand and gravel. In general, uniformly -graded gravel should not be used for pipe or trench zone backfill due to the potential for soil migration into the relatively large void spaces present in this type of material and water seepage along trenches backfilled with clean gravel. IMPORTANT NOTE: Recommendations .provided above for pipe zone backfill are minimum requirements only. More stringent material specifications may be required to fulfill local codes and/or bedding. requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe • types, bedding conditions, and other factors beyond the scope of this study. All trench backfill should be placed and compacted in accordance with recommendations provided above for engineered fill. Within pavement areas, trench backfill should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade. Mechanical compaction is recommended; ponding or jetting should be avoided,. especially in areas supporting structural loads or beneath concrete slabs supported -on -grade, pavements, or other improvements. DRILLED PIER FOUNDATIONS General We anticipate the proposed tower will be subject to relatively large, upward foundation loads. Therefore, we recommend the proposed tower be supported on drilled, straight - shafted, cast -in-place concrete piers extending from a minimum depth of 15 feet to a maximum of 35 feet below existing (and final) site grade. Allowable axial capacities, estimated settlements, lateral resistance values, and specific design and construction • recommendations for drilled, straight -shafted, cast -in-place concrete piers are provided below. 23-4458-01/R2219 Page 8 of 17 December 10, 1992 �• ._ .. -_ : Copyright 1992 Meinfelder, Inc.''_ 8 k" K.LEINFELDER t Axial Capacities Drilled, straight -shafted, cast -in-place concrete- piers constructed in accordance with our recommendations may be designed using -'an allowable end'_bearing pressure of 5;000 pounds per square foot (psf) and-a-.unit;skinffrtction of-�300�psf The upper 3 feet of the piers . should be neglected when evaluating the skin friction component of the allowable - axial capacities. The allowable end bearing pressure. provided above is a net value; therefore, the weight of . the piers may be neglected when estimating downward axial capacities. Total, downward, capacities estimated from the parameters provided above may be -increased by, 33 percent for short-term loads due to wind or seismic forces. • z ' Estimated Settlement Total settlement `of the piers is estimate&to be less, than 1 inch. This` value does not include elastic compression of the piers under design loads. A majority of the settlement should occur shortly after the loads are applied. Lateral Resistance Y Resistance to lateral loads will be provided by the resistance of the soil against the piers and by the,bending stiffness of the piers. We recommend lateral resistance and deflection' of the proposed pier foundation be evaluated using methods proposed by Broms for rigid piles*. For this method, we recommend,a coefficient of passive earth pressure of 2.7, a total unit weight of 110 pcf, and a coefficient of horizontal'subgrade reaction of 15 tons per., cubic foot be used to evaluate lateral resistance and deflection. Alternatively, lateral resistance may be evaluated using the "Pole Formula" given in Section 2907 of the Uniform Building Code, 1991 edition. For this method, we recommend a' lateral soil bearing pressure of 100 pounds per square foot per foot of embedment be used, to verify. required embedment depth. The 100 percent increase allowed by the Code -for. isolated poles (which are not` adversely affected by a 1/2 -inch -horizontal deflection at the _.ground surface due to short-term lateral_ loads) may be used. *Brows; Bengt B.' (1964). "Lateral Resistance of Piles in Cohesionless Soils". Journal of Soil Mechanics and Foundations Division; ASCE. Vol. 90, No. SM3, pp. 123-156. 23-4458-01/R2219 Page 9 of 17 'December 10, 1992 Copyright 1992 Meinfelder, Inc. - - • Caving rI k%J KLEINFELDER Based on the subsurface conditions encountered during our field investigation, caving of the drilled pier excavation is possible. If casing is required, we recommend its removal from the excavation as concrete is being placed. The bottom of the casing should be maintained below the top of the concrete during casing withdrawal and concrete placement operations. Continuous vibration of the casing or other methods may be required to reduce the potential for voids occurring within the concrete mass during casing withdrawal. Casing should not be left in the ground except by, permission of the project Geotechnical Engineer. Bottom Preparation Pier excavations should be cleaned such that less than about 1 inch of loose soil or water remains at the bottom of the drilled holes. A representative from Kleinfelder should be present to observe the pier excavations to verify bottom conditions. prior to placing steel reinforcement or concrete. Concrete Placement Concrete used for pier construction should be discharged vertically into the drilled hole to minimize aggregate segregation. Under no circumstances during pier construction should concrete be allowed to free -fall against either the steel reinforcement or the sides of the excavation. If water is present during concrete placement, concrete should be placed into the hole using tremie methods. The end of the tremie pipe must remain below the surface of the in-place concrete at all times. IMPORTANT NOTE: In order to develop the design skin friction value provided above, concrete used for pier construction should have a slump of from 4 to 6 inches if placed in a dry shaft without temporary casing, and from 6 to 8 inches if casing is used. The concrete mix should be designed with appropriate admixtures and/or water/cement ratios to achieve these recommended slumps. Adding water to a conventional mix to achieve the recommended slump should not be allowed. 23-4458-O1/R2219 Copyright 1992 Kleinfelder, Inc. Page. 10 of 17 December 10, 1992 • k%J KLEINFELDER SPREAD FOUNDATIONS Allowable Bearing Pressures We recommend spread footings constructed of reinforced . concrete' and founded on undisturbed native soil and/or engineered fill be used for support of the proposed equipment building. For this structure, footings should be a minimum of 12 inches wide andembedded a minimum of 12 inches below the lowest final adjacent subgrade`. An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for spread foundations with the above minimum dimensions. The allowable bearing pressure provided above is a net value; therefore, the weight of the foundation (which extends below grade) may be neglected when computing dead loads. The allowable bearing pressure applies to dead plus live loads, includes. a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind. or seismic forces. • Estimated Settlements Total settlement of an individual foundation will vary depending on, the plan dimensions of the foundation and -the actual load supported. Based on anticipated foundation dimensions and loads, we estimate maximum settlement of foundations designed and constructed in accordance with the preceding recommendations to be on the order of 3/4 inch. Differential settlement between similarly, loaded, adjacent footings is expected to be less. than 1/4 inch. Settlement of all foundations is expected to occur rapidly and should be essentially complete shortly after initial- application of the loads. Lateral Resistance Resistance to lateral loads (including those due -to wind or seismic forces) may provided by frictional resistance between the bottom of concrete foundations and the underlying soils, and by passive soil pressure against the sides of the foundations. A coefficient of friction of. 0.3 may be used between cast -in-place concrete foundations and- the underlying soil. Passive pressure available in engineered fill or undisturbed native soil may be taken as equivalent to the pressure exerted by a fluid weighing 300 pounds per cubic foot (pcf). Within this report, subgrade refers to the top surface of undisturbed native soil, native soil compacted during site preparation, or engineered fill. 23-4458-01/R2219 Page 11 of 17 _ December 10, 1992 "`' Copyright 1992 Kleii felder, Inc. / 1 L J k" KLEINFELDER IMPORTANT NOTE: Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be ' determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. Construction Considerations Structures located near the top (or bottom) of a cut or fill slope should maintain a minimum set -back in accordance with requirements indicated in Figure No. 29-1 (page 591) of the Uniform Building Code (UBC), 1991 edition, or 5 feet (measured horizontally from the top of slope to the closest point of approach of the structure); whichever- is greater. Prior to placing steel or concrete, footing excavations should be cleaned of all debris, loose or soft soil, and water. All footing excavations should be observed by the project Geotechnical Engineer just prior to placing steel or concrete to verify the recommendations contained herein are implemented during construction. CONCRETE SLABS SUPPORTED -ON -GRADE Subgrade Preparation Prior to constructing concrete slabs supported -on -grade, surficial soils should be scarified to a minimum depth of 8 inches, uniformly moisture -conditioned to between 2 and 5 percent above the optimum moisture content, and compacted to at least 90 percent relative compaction. Moisture Control Near -surface, site soils consist predominately of clay which may possess a slight -to - moderate expansion potential. Therefore, to reduce the expansion potential of these soils, we recommend the moisture content of slab subgrade soils (to a depth of at least 12 inches below finished subgrade) be at least 2 (but generally no more than about 5) percent above optimum at the time of concrete placement. Recommended soil moisture contents may be established either during site earthwork grading (and maintained up to the time of concrete • placement) or by ponding or sprinkling (presoaking) with water. The depth of wetting should extend at least 12 inches below finished subgrade; soil moisture contents (as 23-4458-O1/R2219 _ Page 12 of 17 December 10, 1992 Copyright 1992 Kleinfelder, Inc. • kn KLEINFELDER recommended above) should be verified using a combination of probing and sampling (for laboratory moisture content tests) by Kleinfelder just prior to rock and/or vapor barrier placement. Rock Capillary Break In general, we recommend interior concrete slabs supported -on -grade be underlain by a capillary break to reduce the potential for soil moisture migrating upwards toward the slab. This capillary break should consist of compacted, free -draining crushed rock at least 4 inches thick, graded so that 100 percent passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve. In general, Caltrans Class 2 aggregate base or similar materials do not meet the above recommendations and should not be used to underlay, interior concrete slabs supported -on -grade. IMPORTANT NOTE: A capillary break may not be required for some types of construction (such as equipment buildings or pads). For these types of structures, the gravel capillary break recommended above may be omitted and the slab placed directly on the prepared subgrade or other approved surface. In the event omission of the capillary break is considered, we recommend Kleinfelder review the planned structure in order to assess the applicability of the approach and provide (if necessary) additional recommendations regarding subgrade preparation and/or support. Vapor Barrier A vapor barrier is recommended under all interior concrete slabs supported -on -grade which will be covered with moisture -sensitive floor coverings. A plastic or vinyl membrane may be used for this purpose and should be placed over the rock capillary break to reduce the potential for upward migration of water vapor towards the slab. To promote more uniform curing of the slab and provide protection of the membrane during construction, fine -to -medium -grained sand, 2 inches thick, should be placed on top of the membrane prior to placing slab concrete. This sand should be moistened immediately prior to concrete placement. WARNING: Concrete should not be placed if sand overlying the vapor barrier has been allowed to become wet (due to precipitation or excessive moistening) or if standing water is • present above the membrane. Excessive water beneath interior floor slabs could result in 23-4458-O1/R2219 ; . Page 13 of 17 December 10, 1992 Copyright 1992 Kleinfelder, Inc. • k%J KLEINFELDER significant vapor transmission through the slab, adversely affecting moisture -sensitive floor coverings. Slab Reinforcement We recommend concrete slabs supported -on -grade be reinforced with steel to reduce slab distress due to pressures associated with swelling or shrinking of the subgrade soils. Based on our experience with similar projects, slab reinforcement to distribute pressures associated with slightly -to -moderately expansive subgrade soils (that have been properly, moisture -conditioned) would typically involve at least: (1) No. 3 bars, 24 inches on -center, each way, and centered within the slab; or (2) 6 x 6 - W2.9/W2.9 welded wire mesh centered within the slab. IMPORTANT NOTE: Reinforcing guidelines provided above address only, expansive soils. Reinforcing beyond that indicated above may be necessary.to accommodate structural requirements of the project. 23-4458-01/R2219 Page 14 of 17 December 10, 1992 �' ^Copy nght 1992 Kleinfelder, Inc. ADDITIONAL SERVICES PROJECT BID DOCUMENTS kn KLEINFELDER It has been our experience contractors bidding on the project often contact us to discuss the geotechnical aspects of the project. Informal contacts between Kleinfelder and an individual contractor could result in misleading or incomplete information being provided to the contractor.- Therefore, we recommend a pre-bid meeting be held to answer any questions about the report prior to submittal of bids. If this is not possible, questions or clarifications regarding this report should be directed to the project Owner or his designated representative. After consultation with Kleinfelder, the project Owner (or his representative) should provide clarifications `or additional information to all contractors bidding the job. PLANS AND SPECIFICATIONS REVIEW We recommend Kleinfelder conduct a general review of final plans. and specifications to evaluate that our earthwork and foundation recommendations have been properly interpreted and implemented during. design. In the event Kleinfelder is not retained to perform this recommended review, we will assume no responsibility for misinterpretation of our recommendations. CONSTRUCTION OBSERVATION AND TESTING We recommend that all earthwork during construction be monitored by a representative from Kleinfelder, including site preparation, placement of all engineered fill and trench backfill, construction of slab and roadway subgrades, and all foundation excavations. The purpose of these services would be to provide Kleinfelder the opportunity to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. • 23-4458-01/R2219 - Page 15 of 17 December 10, 1992 `_` ~ 'Copyrigbt 1992 Kleinfelder, Inc. • �� KLEINFELDER ADDITIONAL COPIES OF REPORT We have provided the addressee (as listed on the attached cover letter) with 4, bound copies of this report. If additional copies are required, we can provide copies at an additional cost (in accordance with our current fee schedule) and after receipt of a written request from our client. Under no circumstances will we provide a copy of the report to other design consultants or contractors without written permission from our client. _ 23-4458-01/R2219 Page 16 of 17 _ December 10, 1992 -: "� Copyright 1992 Kleinfelder, Inc '- • kn KLEINFELDER LIMITATIONS Recommendations contained in this report are based .on our field observations and subsurface explorations, and our present knowledge of the proposed construction. It is possible that soil conditions could vary between or beyond the points explored. If soil conditions are encountered during construction which differ from those described herein, we should be notified immediately in order that a review may be made and any supplemental recommendations provided. If the scope of the proposed construction., including the proposed loads or structural locations, changes from that described in this report, our recommendations should also be reviewed. We have prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our study. No warranty is expressed or implied. The recommendations provided- in this report are based on the assumption that an adequate program of tests and observations will be conducted by . Kleinfelder during the construction phase in order to evaluate compliance with our recommendations. This report may be used only by the client and only, for the purposes, stated, within a reasonable time from its issuance. Land use, site conditions (both on site and off site) or other factors may changeover time, and additional work may be required with the passage of time. Any " party other than the client who wishes to use this report shall notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may, require that additional work be performed and that an updated report be issued. Non- compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of this report by any unauthorized party. 23-4458-O1/R2219 _ Page 17 of 17, _ - - Copyright 1992 Meiafelder, Inc: December 10, 1992 • r x. • vvNynynt miannalual, uuw. lave di n n e b BM•3100\ III I\ q - // 11 rl Cohass t 1 II - J �� �� � 2= __--- rill) I ' 1I '•1�1I,� \� • I •` � se u � ret i 11 /i q%-- I N �� � Il /' / ,r w \\ I l �%J .\ LEGEND 1 CALIF 1 SCALE 1:24 000 2 0 1 MILE 1000 , 0 1000 20DO 3000 4000 5000 6000 7000 FEET ]� T QUADRANGLE LOCATION ,( I REFERENCE 'COMASSET OLIADRANGLE• USGS 7.5 mirwte topographic map. 1979. . . K L E I N FEL D E R SITE LOCATION MAP - MOBILE RADIO FACILITY PLATE . COHASSET RIDGE, SITE NO. 548A BUTTE COUNTY, CALIFORNIA - 1 PR 0 J ECT ' N 0`. 23=4458-01 7 .:.. . _ vvNynynt miannalual, uuw. lave E In LD Z jt H � UJI 0 0- X w \ S w o• h C IN LEGEND APPROXIMATE BORING LOCATION SCALE IN FEET 0 15 30 60 MV suppWd by c6mc no bft or ease. N �� BORING LOCATION MAP PLATE KLEIN F E L D E R PROPOSED RADIO FACILITY 2 COHASSET RIDGE, SITE C548A P RTO'TE C T 'N O ` . 23-445$-01 BUTTE COUNTY, CALIFORNIA Dvdaht Kleinfelde'r. Inc. 1992 0 • APPENDIX A FIELD INVESTIGATION GENERAL kn KLEINFELDER The subsurface conditions at the site were explored on December 8, 1992, by drilling one boring to a depth of approximately 36-1/2 feet below existing grade. The boring was drilled using a Mobile B-61 truck -mounted drill rig equipped with a 6 -inch -diameter hollow -stem auger. The location of the boring performed for this investigation is shown on Plate 2 of the report. IMPORTANT NOTE: The boring performed for this investigation was located in the field by visual sighting and/or pacing from existing site features. Therefore, the location of the boring shown on Plate 2 should be considered highly approximate and may vary from that indicated on the plate. Our engineer maintained a log of the boring, visually classified soils and rock encountered according to the Unified Soil Classification System (see Plate A-1) and Rock Classification System (Plate A-2), and obtained relatively undisturbed samples of the subsurface materials. A key to the boring log is presented on Plate A-3 of this appendix; the Log of Boring is presented on Plate A-4. SAMPLING PROCEDURES Soil and rock samples were obtained from the boring using a Modified California Sampler driven 18 inches (unless otherwise noted) into undisturbed soil or rock using a 30 -inch drop of a 140 -pound hammer. Blow counts were recorded at 6 -inch intervals for each sample attempt and are reported on the " log in terms of blows -per -foot for the last foot of penetration. Soil and rock samples obtained from the boring were packaged and sealed in the field to reduce moisture loss and disturbance, and returned to our Sacramento laboratory. After the boring was completed, it was backfilled with the drill cuttings. 23-4458-O1/R2219.. _ Page A-1 December 10, 1992 'Copyright 1992 Kleidelder, Inc. 90 LIST OF ATTACHMENTS The. following plates are attached and complete this appendix. Plate A-1 Unified Soil Classification System Plate A-2 Rock Classification System Plate A-3 Log Key Plate A-4 Log of Boring B-1 EMM KLEINFELDER December 10, 1992 r • z :. -.• Copyright Kleinfelder, .Inc.• 1992 _ • r WEATHERING Desiggation Criteria Completely Weathered Minerals decomposed to soil -like consistency, but Closely Fractured structure preserved. Specimen easily crumbled by hand. Highly Weathered - - t� t� tttttg t. specimen breaks with effort by hand. Moderately Weathered SANDSTONE decomposition of weaker minerals, specimen cannot De broken by hand. Slightly Weathered METAMORPHIC fresh. Fresh No visible signs of decomposition or discoloration, rings .... under hammer impact. METASEDIMENTARY ,00i',o � ;000c ,o'ooc ;000< :o2oc •METAVOLCANIC V ANN �ATl:. :iLy`;. VOLCANIC WEATHERING Desiggation Criteria Completely Weathered Minerals decomposed to soil -like consistency, but Closely Fractured structure preserved. Specimen easily crumbled by hand. Highly Weathered Texture indistinct, most minerals partially decomposed, Widely Fractured specimen breaks with effort by hand. Moderately Weathered Rock texture preserved, discoloration throughout, slight decomposition of weaker minerals, specimen cannot De broken by hand. Slightly Weathered Slight discoloration of open fractures, otherwise similar to fresh. Fresh No visible signs of decomposition or discoloration, rings under hammer impact. FRACTURING Desiznation Criteria Very Closely Fractured Spaced 3/4 inch to 2-1/2 inches. Closely Fractured Spaced, 2-1/2 inches to 8 inches. Moderately Fractured Spaced 8 inches to 2 feet. Widely Fractured Spaced 2 feet to 6 feet. Very. Widely Fractured Spaced greater than 6 feet. COMPETENCY Designation Criteria Friable Specimen crumbles by hand. Weak Specimen crumbles with moderate hammer blow. Moderately Strong Specimen shows indentation with moderate hammer blow. Strong Specimen breaks with single, moderate hammer blow. Very Strong Specimen breaks with multiple hammer blows. - k"KLE I N-FELDER PROJECT NO. 23-4458-01 '�:r-=' •-- Copyright Kleinfelder, Inc. 1992 - ROCK CLASSIFICATION SYSTEM PROPOSED RADIO FACILITY COHASSET RIDGE, SITE�C548A BUTTE COUNTY, CALIFORNIA PLATE A-2 LOG SYMBOLS " BULK / BAG SAMPLE MODIFIED CALIFORNIA SAMPLER (2-1/2 inch outside diameter) CALIFORNIA SAMPLER (3 inch outside diameter) STANDARD PENETRATION SPLIT SPOON SAMPLER (2-1/2 inch outside diameter) SHELBY TUBE (3 inch outside diameter) NQ SIZE CORE BARREL (2 inch inside, 2-1/2 inch outside diameter) WATER LEVEL (level after completion) WATER LEVEL (level where first encountered) PERCENT FINER —4 THAN THE NO. 4 SIEVE (ASTM Test Method C 136) PERCENT FINER —200 THAN THE NO. 200 SIEVE (ASTM Test Method C 117) LL LIQUID LIMIT (ASTM Test Method D 4318) PI PLASTICITY INDEX (ASTM Test Method D 4318) EI EXPANSION INDEX (UBC Standard 29-2) COL COLLAPSE POTENTIAL OC ORGANIC CONTENT (ASTM Test Method D 2974) SE SAND EQUIVALENT (Caltrans Test Method 217) GENERAL NOTES 1. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. 2. No warranty is provided as to the continuity of soil conditions between individual sample locations. 3. Logs represent general soil conditions observed at the point of exploration on the date indicated. 4. in general, Unified Soil Classification designations presented on the logs were evaluated by visual methods only. Therefore, actual designations (based on laboratory tests) may vary. LOG KEY PLATE K L E I N F E L D E R PROPOSED RADIO FACILITY COHASSET RIDGE, SITE C548A A-3 PROJECT NO. 23-4458-01 BUTTE COUNTY, CALIFORNIA Copyright Kleinfelder,- Inc. 1992 _ . 41 Date Completed: 12/8/92 Surface Conditions: Gravel covered access road; vegetation consisting of sparse brush Logged By: R. HARRIS Groundwater. No free groundwater encountered Total Depth: 36-1/2 feet FIELD LABORATORY CLm w F z m DESCRIPTION w N 71 L . 3C t —1 IA -1 41 m L IA 41 CL E E 0 C 3 Cor •a C C p 1 15 4A 4B 1 7 SAI5B 22 Im- Approximate Surface Elevation (ft): N/A Silty CLAY (CL): Red, moist, stiff, with some fine -to -coarse sand and gravel grades yellow -to -red -brown, stiff -to -very stiff Sandy SILT (ML): Yellow -brown -to -red -brow moist, medium dense, fine -to -coarse grained, with some fragments of completely weathered volcanic rock and trace clay ti grades brown, loose Volcanic Rock: Mottled Red -gray, light brown, and black; completely -to -highly weathered; very closely fractured; friable -to -weak drills slightly harder 20 LOG OF BORING B-1 10"'KI-EINFELDER PROPOSED RADIO FACILITY COHASSET RIDGE, SITE C548A PROJECT NO. 23-4458-01 BUTTE COUNTY, CALIFORNIA - a.vNri .syn• nw nncwci, yin.. ���c .. PLATE 1 of 2 A-4 1A 1B 15 1.0 2A 1.7 2B 17 2.0 5 3A 3B 17 1 15 4A 4B 1 7 SAI5B 22 Im- Approximate Surface Elevation (ft): N/A Silty CLAY (CL): Red, moist, stiff, with some fine -to -coarse sand and gravel grades yellow -to -red -brown, stiff -to -very stiff Sandy SILT (ML): Yellow -brown -to -red -brow moist, medium dense, fine -to -coarse grained, with some fragments of completely weathered volcanic rock and trace clay ti grades brown, loose Volcanic Rock: Mottled Red -gray, light brown, and black; completely -to -highly weathered; very closely fractured; friable -to -weak drills slightly harder 20 LOG OF BORING B-1 10"'KI-EINFELDER PROPOSED RADIO FACILITY COHASSET RIDGE, SITE C548A PROJECT NO. 23-4458-01 BUTTE COUNTY, CALIFORNIA - a.vNri .syn• nw nncwci, yin.. ���c .. PLATE 1 of 2 A-4 0 • 1 25 7A 7B 1 14 8A 8B 19 35 0 IMM Boring completed to a depth of approximately 36-1/2 feet below existing site grade. LOG OF BORING B-1 PLATE k"KLEI N F E L D E R PROPOSED RADIO FACILITY 2 of 2 COHASSET RIDGE, SITE C548A A-4 PROJECT NO. 23-4458-01 BUTTE COUNTY, CALIFORNIA . Copyright Kleinfelder, Inc. 1992 FIELD LABORATORY CL F Z M �� DESCRIPTION 4j -1 4j a L 0 a E a 0 4j M W (Continued from previous plate) W E q a -+ C Y 71 C4- L WU .4 C o o C W m o m m IL ooa E�x o f- 6A grades to include yellow-brown in mottling, 6B 10 y highly porous 1 25 7A 7B 1 14 8A 8B 19 35 0 IMM Boring completed to a depth of approximately 36-1/2 feet below existing site grade. LOG OF BORING B-1 PLATE k"KLEI N F E L D E R PROPOSED RADIO FACILITY 2 of 2 COHASSET RIDGE, SITE C548A A-4 PROJECT NO. 23-4458-01 BUTTE COUNTY, CALIFORNIA . Copyright Kleinfelder, Inc. 1992 ,r A ,. uite ount - - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 SMART SMR DATE: April 23, 1993 3355 Vincent Rd.,, Suite A. Pleasant Hill, CA 94523 RE: Proposed Communication Building & Tower Dear Sirs: A. P: 056-070-078 B.P. # 93-765, 766 With reference to the above subject, attached is: FXX], Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ' ACTION REQUIRED: XXXI Comply with plan check list JXX$ Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please cull (916) 538-7541, between 3:00 & 5:00. cc: Tim Fry Very t y ours, John R enry Plan Check Engineer Permit Applicant: SMART SMR Permit No. 93-765, 766 A. P. No. 056-070-078 Date: April 23, 1993 The above referenced building plans were reviewed by this office. 1. Cohasset Road is an FAS route.which requires that all structures be set back C,O1�'feet from the centerline. The project site plan does not clearly indicate compliance with this requirement. 2. Tower plans are incomplete. Provide the following: Ikfr), Base -plate size andspecification. Connection of tower leg to base plate. Size, length, and specification for anchor bolts. kd� Tower member sizes, specifications and all connections. Special inspection is required'for the tower foundation concrete per U.B.C. ection'306. The special inspector must be approv d by Butte County Build ing Department prior to permit issuance. Q� �j����Z Provide -a note.on the plans (tower and "building) that addresses U.B.C. Sec- tion 302 (c) and Section 306. Note must clearly indicate whether structural observation is required and exactly what items require special inspection per U.B.C. Section 306. Xjlaterall rovide engineering calculations.for'the equipment building for gravity and' loads per-U.B.C. Section 302:. 'UNR- R®H 111® Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA Phone: (309) 697-4400 FAX: (309) 697-5612 STATEMENT OF SPECIAL INSPECTIONS PURCHASER: NAME OF PROJECT: UNR-ROHN FILE NUMBER: UNR'-ROHN DRAWING NUMBERS: TOWER VENDOR: FLEETCALL COHASSET RIDGE, 150 FT. SSV TOWER 29257PM C930626 R1 AND,A930753, 1-3 UNR-ROHN P. 0. BOX 2000 -PEORIA, IL 61656 VENDOR'S ENGINEER FOR TOWER AND FOUNDATION DESIGN Thomas W. Schepke UNR-ROHN'has submitted a tower and foundation design for the referenced project in accordance with specifications and geotechnical data provided to US. As the tower vendor for the referenced project, we have listed below inspections which to the best of our knowledge and belief would be appropriate for this project. Concrete foundation construction: Verify that foundations are installed per drawing A930753, 1-3 and that construction materials, installation methods and assumed design parameters are acceptable based on the conditions existing at the site. Tower structural steel: Verify that the tower is installed per drawing C930626 R1 and that competent and qualified personnel erect the tower. Tower member connections: No field welded or slip -critical connections are required. Verify that nut - locking devices are installed on all connections and that bolts, as a minimum, are installed to a snug -tight condition. No minimum bolt tensions or torque values are required: Prepared by: %-`/oMS Type or print name QFpFESSIO ell w. S�yt it/"Z' S Signature Dat No.ME/ ~ Exp. 43 Years of Service to the Communications Industry\�qr�r V f May 13, 1993 SMART SMR OF CALIFORNIA, INC., 3355 VINCENT ROAD, SUITE A, PLEASANT HILL, CA 94523 PHONE (510) 906-1488 FAx (510) 906-1492 Mr. John R. Henry Plan Check Engineer Butte County Building Division 7 County Center Drive Oroville, CA 95965-3379 Re: Plan Check comments - B.P. # 93-765 & 766 Proposed Communication Building & Tower, 11000 Cohasset Road, Chico, APN 056-070-078 Dear Mr. Henry: CSU 8u., OPS e MAY 14 1993 Following are the responses/corrections to your plan check comments dated April 23, 1993: Item 1. Enclosed are four sets of sheets C-1 and C-2 wet stamped and signed by the surveyor, these drawings were inadvertently left out in our original submittal. By scaling these drawings and referencing sheet A-1 for structure location will show we are in compliance with this requirement. Item 2 Enclosed is a.letter from UNR Rohn, the tower manufacturer, and four sets of revised drawings and calculations responding to this item. Item 3 We request approval of the following firm as our special inspection agency: 3077 Fite Circle Sacramento, CA Their inspections will comply with the requirements of UBC 306 and UNR Rohn's statement of special inspections included in the above mentioned revised drawings and calculations. Item 4 For tower requirements reference UNR Rohn's'statement of special inspections included in the above mentioned revised drawings and calculations. The building is an approved California commercial coach and is inspected and approved prior to shipment. The shelter foundation design is based on 2000 psi concrete and does not require special inspection. IStrrtE ooh ��.DM oEPgRTik%W AN-ROW"L.F 1�� 6��93 r M Mr. John R. Henry May 13, 1993 Page - 2 Item 5 Enclosed are two sets of wet stamped and signed building calculations. Please contact me should you have any questions or require any further information. Sincerely, Russell G. Laughlin Project Manager RGL/rl I VA UNRIROHN. Division of UNR Industries, Inc. 6718 W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA Phone: (309) 697-4400 FAX: (309) 697-5612 May 10, 1993 Fleetcall 3355 Vincent Road Suite A Pleasant Hill, CA 94523. Attention: Mr. Russ Laughlin Reference: Purchase Orders A00010245 and A00010244--,Cohasset Site Dear Russ: Following is our response to your fax of 5/3/93 concerning the building plan review. Items 1, 3 and 5 concern the equipment shelter which is not supplied by ROHN: Item 2A, see drawing A931291 for special base plate detail material specification given in note 5 on drawing'C930626. Item 2 (b), see drawing A931291. Item 2 (c), anchor bolt data given in lower" left hand corner of drawing C930626 just above tower reactions. Item 2 (d), see section member schedule and note 5 of drawing C930626 and typical details on drawing A931112. Item 4, see statement of special inspections from Thomas W. Schepke. Please advise if you have questions or need additional information. Yours very truly, -- P ilip W Metcalfe Northwest Division Sales Manager PWM : 1 s . CC: Jim Connolly R. A. Kleine Al Krall Tom Rohn Grady Rooker 43 Years of Service to the Communications Industry ces - - - -- - - - - - ---• - - - --965-3397 TELEPHONE: (916) 538-7601 April 26, 1993 Greg Guerrazzi 'Smart SMR of California, Inc. 3355 Vincent Road, Suite A Pleasant Hill, CA 94523 . CCBU TYOF PTTL1)1E • APR CERTIFIED MAIL Re: Use Permit, AP 056-070-078 Dear Mr. Guerrazzi: Enclosed is your validated Use Permit No. 93-14 to construct radio .communications tower and equipment building on property zoned TM -5 located on the east side of Cohasset Road, Chico. Should you have any questions regarding this matter, please contact this office. Sincerely; ; B: A. Kircher Director of Planning BAK:lr Enc. cc: Land Development Derision Building Division Environmental Health Department of Forestry'. USE PERMIT BUTTE COUNTY PLANNING COMMISSION APR 2 7 1993 DATE: (Certified Mail Rec.) 93-14 PERMIT NO. AP 056-070-078 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Smart SMR of California, Inc. is hereby granted a Use Permit in accordance with application filed: 1/20/93 to construct radio communications tower and equipment building on property zoned TM -5 located on the east side of Cohasset Road, Chico. 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. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year 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. 4. 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. SPECIAL CONDITIONS: 1. The Use Permit is granted for a 150 ft. self support tower and a 10 ft. x 20 ft. equipment building. 2. Meet the requirements of the California Department of Forestry, including, but not limited to, the payment of $200.00 into the Battalion 2 water tender fund. 3. Meet the requirements of the FAA, including tower lighting, painting and siting on the lot. 4. Minor changes may be approved administratively by the Director of Development Services 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. 5. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. CC: Land Development Division Building Division Health Department Department of Forestry Butte County Planning Commission Chairman C l a' +ta [.aron con cars uo IralOare Inalras PROPOSED 30x40 PROJECT AREA / mIIM pOfN/4 - 1' 4 Y' I41aI Q 6 EL .7 . Olop 651/ ,`Q • EXI IH+ 150' 0 � . �"� � • j '_ • m' . ro• +mF'trarOfaw " .. Ilr [.grrM . 44 /A1 DENSE TREE GRON7H ' NJ DEVELOPMEENT PLAN' DATE- MAR 2 51993 USE PERMIT _�VARIANC��- lay �r . t EVAN 90 5H Hain Street un Litt U 9m 17071 426-4709 SMART SMR APPROVALS m COHASSET.RIOGE SITE C -548A Butte Canty Calllornla WM 911 ff U fIRG 11-- -. P- 101E 4 a 00010 PF6 ECT SITE PLAN C-2 04i05/93 03:58 DUPONT BUILDING 002 HOryaL • � ��Lss J GST ��rgE0 ARC�lt��� O v��... T F d�� p/�G, s /D V z o GoOG —¢ Z- G.�r Gni /JG 2E.00�-T U54 T ae-4 * L9 -,S Oj .G[.a�o+J.ogc gs,lz/r/L. � /Odd / ,orb ; Fi ✓Np.o7iON S NBT s Y . /jP-rr-- j._/.o 4- LAr.4 a.sG i Jo F6 = / zoo/i4 ea p5l ST✓Q5 - �o✓r.reF.a_ �IN�At l IF6 2� C�oc,Tg Sra/N�55 s'fE�L .4s7w1 X59 3 , jy S 3e ins a i V' ONGfLE T� ZOOd PS 1 �? �g d Ay 5 C. 5�i • 3ooi �r / ) L✓, N rJ r-` :. /•Z. 6r,-aL-4 *`a.z-G 1A ra&-a "z -s -N , pian s E/ s,.•, , t.. L OouNTY ARrt z • a -moo Cr..e4..f "as -z, r.•A, V - Z- Z c- y✓ - /. o - L r as.& ' 1p'14 /APAL�. d C Tae�E '�zs -�XP�f1l a DATE of INSPECTION SEP 17 '92 ►/ = p, /376 W F. . ... PLAN .APPROVAL NO. tlVC-•.. ,. F -.`:: ::�,'a,q?s. �..t?.� n°.iia��?���;1'��r•�..�.'.....i� t -.-... h- ,_ _.:_,i.:"��!L.�::s�e:'f �+v"•t�+,7�:�, 04/06/93 06/9.3 X73:59 DUPONT BUILDING i LoA r> s Eva F ' �Fa r.3 � ` i� �.-�rrrc p Fibes/1�•r G� 5S / • / P5 � �V3i.I°e-Y i.Aoa b / •. 5 /3ArY �Nyuua r/dam-+ Gym„ 1 / L YWov J /; �1�scrLLt�4i�E�✓S 7 LI ✓E - 3O /016,F e...,.rcnr ✓"V yL TTI 4c. %' Yf a 1 ,f-VZV,*00 2. 3 %" Gs.��rr4-o C6F.�tit+sS � ,vt, 5��,.�A�/6r✓ S /. o 7. O /P6 # G�✓E � � �o/PS1= �..owN��•- ��M �T 4006 %Z� L✓� z � 5 : DFS. p •— 3/� �� u+o�Ps.o F��.Qa cr � 5 - -- /. / rs F �� �4VWoo p G s•� 2 . Z. Z X 4 5 /G " �c. 1• I G.G 11,516F 003 LIva,• wf�p = Z {o,+. S PsF S�isnsIC_ a y,k�Sijy;'7 2.C�1 x y• .7d61s 3.07 (yo r9.G�'/IBS L Z x �x y4 . 3.1.9 9•y-7 1 • = Fuld /0.33). _ LS 8.3 PLAN s GG, y .6 =A P W. UALl" z 144 EXPIRATION ^AT£�` L7ATP. JFK 17 '92 CONCEPTS ju% 3 0'93 APPROVED PIAN APPROVAL NO. INC- =: U4/Wb/yam U4: 00 DUPONT BUILDING 004 3 ` ~ 1- ,L,o� F Sly-�L,�►T� � Irk �1 =/✓A `; rJ EirT Aj , r✓L �/� Yi-r .�I.ar . x..37 /i•✓di �i �/` / m:•r� fA /5� i�F G.✓ d� La'Aj f+ T i /2 eaF ��f;E��.� Srs►..� = ��/o =0") - Ci J i•.' =Lill, - �' 7y'�.1 i !vJ - w.2 •`: 50,'7 � �. G 4G � s � S 9.7 �� -/bS 7. 51� (ilzs) so.�)Cy,GgG�z) 9a oA-6- J' A�uwe.� = Q�B.•u Y. G e1 L L/=. j//•�t� = t3, d4 .N /7 O.3Gir.. C G.L4 ori 3�4� r Ssg /,Geos Doo) moo. Ir Ao %— rc/, -i �� ��r �,vcflu of N�l� � :✓!ND lNc,'*anSE �i � %�T�ra� - 3 Csg.4� G.$)C��Ci 33�s�is�• �i�, .> s,Z�9.�sG.4) �y,,s st. 'Is��`'���;,: J^ "'� DEAt.4T/Ni.�0�✓AISNA<<. Pl:.AN r DATER INSPECTION • w(I/� WwlNl, �G�� ` /// 7.. 5, V b /.7.- As ' APPMVEII c' • � ari4r:1 ZY r� FLAN A111Q�AI 1 I 1. r 1 1 -FAST A)A/a.s /3 / X-3 G+nJli f rte; f' � / � o �'! d � / 3 o g C s sJ "� C, i 3 �) s S � • � /6s/,N r�,.�-r, �� ��r �,vcflu of N�l� � :✓!ND lNc,'*anSE �i � %�T�ra� - 3 Csg.4� G.$)C��Ci 33�s�is�• �i�, .> s,Z�9.�sG.4) �y,,s st. 'Is��`'���;,: J^ "'� DEAt.4T/Ni.�0�✓AISNA<<. Pl:.AN r DATER INSPECTION • SEP 17 '92 CONCEPTS . ,j�' ' APPMVEII • � ari4r:1 ZY r� FLAN A111Q�AI } 1 1 74/76/93 04:71 DUPONT BUILDING !'QCZAT x-11 NLi i �-%i';•J r�. '_�._,� .-,yLYG.I.✓B �� wrrl� rj/��ry i . /rs+7/rv•S z=w�p eco/, Ole- s- S'• 3 "V4 4 I✓l �'/��8 3 5-3 CV s //6 775 A41 -4-)A.,ae- }/4.7 .psl C /9S0 a4- C:IJStrc �A-1 rL_ . L//,4 - /- -1 /'3 5.3) ( ff, / Z- 5��. . 7- /, z S '� 3 • 8 res i L /gym ell AcraA4 - ,..� 6 � 3� !,) V,,/�5�+�/z-)S !- 0. 589A;Z 3g4 ('/,70o,oacp) s. !,` /Jr-.rt.._ dF /JA,4-s �a...-, .��.A.rE /.�7'p s -r1/8 1/S i n� Li ✓ o F,c s 1 3 3 L+ A)A I LS . /S I X Z.-? 7-; �G d ' /�o �O /b l� r 7S, rem Z �3�! N,a1�5 = L�7�•�� /,33 s Lo Sr/�g > PI AN PLAN &!"IDO AL EXPIRATI G�a� SNG�T�1 /n1L DATE DATE INSPECTION S`p 1 ? '92 CONCEPTS JUN 3 0" APPROVED 1A od IN 0'11.a- --Z 4 o r N W2jVAI „0C- 5 ✓r�o.s-7 5^0% r A Ole ovjar+��/.✓,4 /v•' d��, i i 4:./ L /-,,.,, r -7 ) f iii * 3.. /9 , Z/ z • $ f -'t -F • �Ga,L !/.`'/ F�.ac.,.-, [�� (� � fa�+�✓`. ��b vis- ' 7 53/�q.e94 ' 0. / el. 15' - o. 5 z('2,17— g. d99 s 45z, �Z./z.6 j g.A94 /ate/. g 7-4/•7 /►•lam = 530.-7 � r.•994/,� -Z9w7 - 42.o . I /6s Gvr-%C.4-,VrI•GTe- I -� �A6S IVU �JVO i� • es 5Z4 7z9 x•,Of 4- w `S/s •5 L • ..Z � r ,531 4.af1 4•Af� 40z.q 1,ov-9 ��a•9 ;;� N uz. a 6bo•7 k-• Of, C, - �� �t•a� }/� = 3 z-, ( 4. 8Z -3i1 -u94 - 378.z As y All gzo. 7 Wiz., 3zi IyJz � 57.4�4,093aj 7" T4,_ z r"TA(-. 378.4 114.1} 3 f Q Gu�� �,Eyvp/N� arc. $sa „L✓! 4�/• /L"'� � 20, �Sb SSI < �3,7Go 57.4 ��r'"n'�AL 3�1 y4PIR r•ATc D� INSPECTION 3z, ; uz. S• z 4 3's, $ /t s SEP 17 '92 CONCEPTS JUN 3 1�z ro�o4 = 53u. 7 -57.4 L 473. g /t, RROMED 7 v/ie. W.4 3` j 944. c<O�IAI NO. INL' 2-... At/kiZ LJPN4 Q�a� e L�, 7Zi� /�U e D. /,�" /NT. SPA.. Q ✓ivl. UAi�J.4 I A nc.T tj✓ r d4 C Gs w �� �i�a�� to �� ! y �7-/z••[���•D%�9�J+)�y SZ/ �7�7 /415E t SAE z /8•S sS,ear, ®sD), s18 3 e- z9,4 a I4— Ll L,& ��'>S�Z%I�j/11�.f4� �,••%/� .-..:....-�i•as--... D� �� /N _.. . _.._._.._ _. _ _ _ _.. L . •ir'7 lI�I //�. �. . i y.: �,cE,: ` �: T ��t�.�.'�Y'�L ,n••:A.,aa �f`.1� L•.c�iGf :3i�i 04/06/93 04:03 DUPONT BUILDING 007 ddrs/DE ST"c_ Ci/�o.Di��..SG 0115 �i 5r 7, 17, Z = r- T-, / aYsAwa)-I- 4 1,z a)-I-qui: . j. ewvb 11-4 3-2 _ /p, 354 psi C a3,le. J-4&, a" �v = VIdt < /y, 4eo e � ,o NEL` - Q// $� = �x.G/ •-) /� gA � O. S rte/ • 3 siG zsi4 Zsg? 3811. ?, SgE L S/9 C 23+/oao, Gvo) zz• r e_- 676E Z-E._V_ GGxcS..�. .� 5" - �•3$ IX l/i/ - C•�BG /. r /�•¢. 9, '//li 10. 7r 7/ ir -7/ g -a 167Z— 4 4 3,C" ly - $ 794 -71 t1ve- Abs 9/ G✓J�� lc., bEND /T1� .ZT72;. fZ M1s 7itsoC/�)��1,3g ; /9!G'7l �sl c z3,7Gv rV v/d t = 43o�/i.F7� ¢ Zi29�f'sl C /�i'�OD �k ZQ7s- 406 Gue4i.. c: -r/e,,/ 0,4g"C5x7/8)6/���CIz� �asde�. ? '92CONCEPTS APPROM FLAN APPROVAL NO. UVC - e/` EXP11 JUN 5, 04/06/93 L�► rc M -.o. DEs►�.J ,war 04:04 DUPONT BUILDING, —Arlo I ScJSM�` V5 O, /375 0, /3 J6 �Ibri t /5w %✓. AJ l� ✓yu •Lli .7 L �' jy 5 /L/J / i4f �'�' U� fszPL vs = O /375 008 A11^10 ; vW = Z4.5 L/ g ) M. /Zf.9 /'4F . 4— Gi^�ft.0A. 5 5sJJ.nrL Ad •u-& 5 : �vi�sTri SavTu = /�S. 9 C/10') = j/. 5 [:off n I'� � TAG c.� r� y.> � - l � GA¢�. 3 / /8��. P<-Ys,/oo 0 � e d C� .G •• Ens f/�Esr /✓6.9 <t,o _ /? s.9 A- $d_.lG �.o c� Fay 1-440 0'4-F 7 /LS. 9. N"Jr+ u✓ C GNE�/cr c,F.lo/z.ps /Vorzrl� /Sevru /ViiMWT { s✓2�g /Z.5.9/�� j� /5�♦ J�-�LS. / �t /eoo PLAN DATE RATE Q� INSPECTION � SEP 17 '92 CONCEPTS JUN 3, o-1 APPROVED PMN APPR��Ai 9NO�INC-' > sT tn/�sT /vfOMG•�T ,✓Lz/g z /Z-S,iC�)~ �G, �S �lG-/L , �e s )C�LAIV4,6Sr"s/ASc.iass.a nC�r: !/ -�,%._ - _701P., r / 1/' Vi •w1../ .--.r $+�jK�r`sj� i (`� _x '7 _____ l��oTE� 1 TANS/e%� 6 ��.7G.3.sJ�i'�,11�s+T..i��. w..,�R��-"_�±'E, �,J♦ h N A11^10 ; vW = Z4.5 L/ g ) M. /Zf.9 /'4F . 4— Gi^�ft.0A. 5 5sJJ.nrL Ad •u-& 5 : �vi�sTri SavTu = /�S. 9 C/10') = j/. 5 [:off n I'� � TAG c.� r� y.> � - l � GA¢�. 3 / /8��. P<-Ys,/oo 0 � e d C� .G •• Ens f/�Esr /✓6.9 <t,o _ /? s.9 A- $d_.lG �.o c� Fay 1-440 0'4-F 7 /LS. 9. N"Jr+ u✓ C GNE�/cr c,F.lo/z.ps /Vorzrl� /Sevru /ViiMWT { s✓2�g /Z.5.9/�� j� /5�♦ J�-�LS. / �t /eoo PLAN DATE RATE Q� INSPECTION � SEP 17 '92 CONCEPTS JUN 3, o-1 APPROVED PMN APPR��Ai 9NO�INC-' > sT tn/�sT /vfOMG•�T ,✓Lz/g z /Z-S,iC�)~ �G, �S �lG-/L , �e s )C�LAIV4,6Sr"s/ASc.iass.a nC�r: !/ -�,%._ - _701P., r / 1/' Vi •w1../ .--.r $+�jK�r`sj� i (`� _x '7 _____ l��oTE� 1 TANS/e%� 6 ��.7G.3.sJ�i'�,11�s+T..i��. w..,�R��-"_�±'E, �,J♦ 04/06/93 04:05 DUPONT BUILDING- 009 „ Gif�/atii 4 J Go•�' 2Es�/cN - /. Wil. �)�'99r �G3� /. s=,. _ �G�. 759 /65 �x ivo.<.:u�sov�u'°sr/---s-�_.T�4�C SPL/G� `/ NA�� d/�_ it• �•^ V5 ./�7rL�LOO/L-- try �q * i + yam• I /37$/9Do /53 `r8� ZG 7a9 'T •:. �:- �. Ms z /L4. Z PAF a - N Y • �i �. 5 i G As r /d+/ L- S T j f lam//r!� UdJ u•S C5./4,� n /3G•� �4F,� twr-'T�'tS /G T' Tti N` /Von•TN 150a7-We) 34• / /bs �� � r�oQcr� OZ.S J - 1 , C.�+S 3, �yYac./oop %4 4d-5r /sjz_57. Z-�� u 7As, Z�5' .J -1r.rLY/1Jom/a G.e r U Fermi 30o r-c ? AN- PLAw. I AEXPIRATQIV," �vfr,..4finr7 �J�L/pAr.t°, fpe!..�*: y. INSPECTION M/� - / 70 3 �5 1��� 16s� G,.-t .•:', _ APPROVED TAE x , f _ 3,4, aim ,-s ^.• y' i 4s 3 UOVAL N0. INC- y" SioN -C9ai - ziiS�G ��� i /3,'S47/Gg . > $'S:•/ :. •.a - �Q-/r s. /�'G�/7G9 = �� , F�..�, T�+ar� °Rs-�� F,� _ �o_s41�s�• �� .. �� 9La./6%. $S./ /,Lag_ 04/06/93 04:06 DUPONT BUILDING 010 �Ag "c.on/6 r�; TiaE.s 5 A41� C ¢' / /G� 9zZ elan OVAL&9Sia 1 /Z59 Cff.79} IU i /�.z.v, u e .Urs Tm ��.�►� r lo., 0.- A SIP 5 ,; ✓/ rim %$ BAST eAlAI-L � IVA"— G✓�.� - ii X 8. 5) L O r / 0 7 /b s s.0 t 7,9 ','y PATS %'�a�✓,��7 /G"%` = 20G,s.) PLAN�S doer KLAN d/44;CPIRATION I DATE. DATE i INSPECTION SEP 17 '92 CONCEPTS JUN 3 0'93 APPROVED. PLAN APPROVAL NO. INC- 04/06/93 04:07 DUPONT BUILDING J - Ddrd r.a r T rA` -Oa��D 1"4 Fo.�' ®a isrvtJ��r-0,4 i . � Lt//� �..epBp t �'✓Au.-.`.a t ��.BOA:r 1- gr�.:.faK�� = 5975 /G 3 N� Si 93s I,b 011 l rl .Gr�/c,uo.� B�is.OINl, To mod r/rely ,Qn/G!.! orZ �3ovY DAA;A IJ f'ZO— c/M0-Sv .J, he-PA.a.ob "A-IeA-Ion_ 4150c -T 4bES/41-J Fac SA+aan.. p - �o,� G441.6 vs MiN. %Doo lds. Esr,, z.5/, is �• Z72.4 r -N o_auOtt -17s zoo o, 4- > , /` �--- ✓sg 0 PLAN AL EXPIRATION DATE DATE INSPECTION SSP 1"t '92 CONCEPTS JUN 3 0193 aONCEPTS PIAN APPRWAL NO. WP 04/06/93 04:08 DUPONT BUILDING 012 Du�o�T Fyti,..n.tr/mN L��s/tib DE..o � .La,'• D L�✓4 LpA.D G✓Dc _ („ G/o)�a 'i 5/ d `voo� /5o4�9.Z4 = Z4,70.9 .3 zo 70J /%400IZ- = 7 �/o)zr� 4-15 7e 'ra �- - �, 9 5 t" 3 !3E�, n�� rvyz.. Y r� c.. 5 t.� � � 3 g/ G 8 9' � l 9 3, q• r� s F � /o®m � � �i�Y 5 rN /c.� St..oa , !� � /DO �� ✓aG. Sd i c.) � M /,� . Z��o 1a3, � Z. qLo2- ceP Vis. a/-5 ; Pd A G.c.o�✓,� a c 4. AQ M , /NFi/LGE�-�t ��^! T G. DO / z 6 S) G O.O . G 115E Y - W z, 6A An S � r,.ry ��a" s✓/cam x i -a" t�r� C ✓�-r. LJoa.iz • = p, oma;-Cz.+� =-9 /. ! $ /�L { ¢'�$ /• b!°� i PLAN., 'PLAN i APPPnVAL EXPIRATION DA'rF,. DATE INSPECTION SEP 17 '92 CONCEPTS'JUN 3 0'93 APPROVED PLAN APPROVAL NO. INC. _55 IP PARCEL. N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.� 7 County Center Drive - Oroville. California 95965 -Telephone: 916.' 6-7541 APPLICATION AND PERMIT 'ZWE I BUILDING PERMIT Z)0yhZ I A _ �hE-qH?N , t r SO. FT. I OCC. BUILDING VALUATION ;TaEq•5 MAl 11 G ADD SS MECHANICAL PERMIT F IingFee 15.00 1 declare under penalty of perjury (check one): :ONT TOR -5 i -M F- t TY1 I T LEPMONE-- ❑I have placed on file with the County of Butte Building Department Certificate =ONTRACTOR•5 MAILING ADDRESS /r\V Fireplace Cooling of Consent to Self -Insure. ❑I shall not employ any person in any manner so as to become subject :ONSTR CTION LENDER UNKNOWN Total Valuation $ C't?D• -0 to the W. C. laws of California. Ventilation Filing Fee $ 15.00- 5.00-_END -ENOR -S MAI ING DORIES Permit Fee !� 1 certify that I have read this application and state that the above information I RCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee or to building construction, Butte to enter upon the above-mentioned property for inspection purposes. Zp CZ-rq, ' t c ing Fee $ :.RCMITECT OR ENGINIt R'S MAILING AD R SS Penalty $ CDF BUILDING ADDRE s O Permit fee $ ISSU / PLUMBING PERMIT Filing Fee 15.00 _/� ✓� ���' Each Trap 5.00 Solar or heat pump water heateV 20.00 L O 0. SUB IV �SION NAME [PARCEL MAP G ' (L, \)r Water piping Each pas water heater or vet 7.00 7.00 //h i Gas piping system 1 - 5 otAlets 5.00 X Dated USE OF STRUCT E Signature of Applicant — Owner [D Contractor ❑ Agent Cl—' 3 15.001 An OSHA permit is required for excavations over 5'0" deep and demolition ori o s rust- DIRECTOR OF PUBLIC WORKS Building sewer Date By _ SF ❑ Duplex❑ Mobilehome❑ Other SPZrIFY4yJ Mobile HoI/GJWJ 615.001 TYPOF WORK New ❑ Addition ❑ Remodel Utilities ElInstallation❑ Other [I Permit Fee $ t t Contractor Describe work: ELECTRICAL PERMIT Filing Fee 1 15.00 d:. 600v oR LESS 18.50 Main service 200A OR LESS � Main service 200A TO 1006A, 1 37.50 CONTRACTORS LICENSE LAW NEW CONST. OW LING OCCUPM OR ADDNS; ( AilC. BLOGS. 3.60sq.ft. I declare under penalty of perjury (check one): NEW CONSTR. U I -OUTLET NON.RESIO /BRANCH CIRCUITS) @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business(POWER APPARATUS R\ 4NGLE OUTLET CIR. / and Professions Code and my license is in full force and effect. Ex. Occup( OUTLETS OR FIXTURES 20 76d License No. Classification ' FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.1 EA. I 3.00 i I, as the owner. or my employees with wages as their sole compen- ❑ do the work,and the structure Is not intended or offered Temporary service 15.00 sation, will for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 5t ' ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code I Permit Fee S •tom for this reason Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT F IingFee 15.00 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Heating ❑I have placed on file with the County of Butte Building Department Certificate a Certificate of Workmen's Compensation Insurance or a Cooling of Consent to Self -Insure. ❑I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject Permit Fee S to the W. C. provisions of the Labor Code, you must forthwith comply with such Contractor provisions or this permit shall be deemed revoked. 1 certify that I have read this application and state that the above information Mobile Home Installation Fee S is correct. I agree to comply to all County Ordinances and State Laws relating and hereby authorize representatives of the Countyot Energy Inspection Fee $ to building construction, Butte to enter upon the above-mentioned property for inspection purposes. occ CONST TYPE TOTAL FEE $ '3 I also agree to save, indemnity and keep harmless the County of Butte against HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSU liabilities, judgments, costs, and expenses which may in any way accrue Inst said County in consequence of the granting of this permit.. ���Qj j1� This permit is hereby issued under the applicable provi- X Dated sions of the Butte County Code and/or resolutions to 0 Signature of Applicant — Owner [D Contractor ❑ Agent Cl—' 3 work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition ori o s rust- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. Date By _ Receipt No. I - Z PERMIT EXPIRES Date WNITC•O.P.W.. ♦ELLOW•ASSC330R, PIMII•INSPECTOR. GOLDCNROO-APPLICANT 056-070-078 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916!538-7541 APPLICATION AND PERMIT ZONING TM -5 BUILDI SMART SMR TELEPHONE (510) 906-1488 occ. AILING ADDRESS 0 _^Vincent Rd. , Suite A, Pleasent HI11 9412fiii Unknown •:TRACTOR'S M •:STRUCTION LENDER S MAILING ADDR -H!TECT OR ENGINEER Tim Fry LHITECT OR ENGINEER' 1919 19th St., _DING Ar3nM= e NO. I SUBDI VISION NAME ADDRESS NKNOWN Tot Valuation $ J384Filin Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee PARCEL MAP USE OF STRUCTURE Duplex ❑ Mobilehome❑ Other Communication ' B1dia SPECIFY TYPE OF WORK ARaI Ion emodel Utilities Installation Other ecribe work: _ Nes., Communi rati nn RIA_ PERMIT NO. 3 -PERMIT BUILDING VALUATION 7,200.00 Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I c;7w Contractor ELECTRICAL PERMIT Main service 600v OR LESS 200A OR LESS CONTRACTORS LICENSE LAW Main service 200ATO 1000A1 -� Idr nder penaltyOf perjury P 1 y (check one): NEW CONST, DWELLING OCC UP. y\ OR ADDNS. % ACC. BLDGS. / _ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and NEW CE., U LOUT LET NONESID BRANCH CIRC ITS my license is in full force and effect. License No. ISINGLE APPARATUS e SINGLE OUTLET CIR. Classification Ex, occu p(OUTLETS OR FIXTURES as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the Ex. Occup. FIXEDOUTLETS �RESID )RE A) structure is not intended or offered for sale. (Sec. 7044) Temporary service 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Mobile Home Facilities _ _ I am exempt under Sec. , Business and Professions Code Misc. Wiring for this reason w Permit Fee WORKMEN'S COMPENSATION INSURANCE Contractor are under penalty of perjury (check one): The permit is for $100.00 (valuation) MECHANICAL PERMIT or less. I have placed on file with the County Heating _ of Butte Building Department a Certificate of Workmen's Compensation I Insurance or a Certificate of Consent to Se1f-1 $138.75 15.00 15.00 $ is !Filing Fee 15.0 I I� 1 18.50 18.50 37.50 3.60 sq.ft. (((, t @ 5.00 w 20 764 1 3.00 j 15.00 I 15.00 -15.00 15.00 $ AR sn i Fi ling Fee 1 15.00 shall not em to ure. Cooling 22 Ton 1 9.00 ploy any person in any manner so as to become subject Hood — the to the W. C. laws of California. 6.50 CT to Applicant: If after making this statement, should you become subject Ventilation �'. C. provisions of the Labor Code, you must forthwith comply with such I Permit Fee dons or this permit shall be deemed revoked. Contra t '1y that I have read this application and state that the above information -1-ct. I agree to comply to all County Ordinances and State Laws relating -ging construction, and hereby authorize representatives of the Countyot :o enter upon the above-mentioned property for inspection purposes. agree to save, indemnify and keep harmless the County of Butte against -bales' judgments, costs, and expenses which may in any way accrue .� aunty in c uence of the granting of this permit. Date ZJ Cf plicant — Owner Contractor ❑ Agent' permit is required for excavations over 5'0" dee over 3 stories in height. p and demo it' or construct - .:No. 135898 $86.25 PC// '•�'�'•. TEL LOW•ASOESea R. PINK -INSPECTOR, _ 1OLDENROD-APPL111ur !� c or Mobile Home Installation Fee g Energy Inspection Fee $ OCc CONST TY�TIOT �L��FE$!211.25 MA2 D FEEC PDHDI This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date N R -R HN U O , Division�of.UNR Industries, Inc.' ,' i " 6718 W. Plank Road, P.O. Boz 2000; Peoria, Illinois461656 USA Phone: (309) 697-4400 FAX: (309) 697-5612 PURCHASER: �� 'FLEETCALL'• NAME OF PROJECT COHASSET RIDGE," 150 FT.--.SSVTOWER � 'UNR-ROHN FILE NUMBER:. 29257PM UNR-ROHN DRAWING NUMBERS: C930626 R1 AND A930753, 1-3 t I CERTIFY THAT THE ATTACHED DRAWINGS AND"CALCULATIONS WERE PREPARED UNDER MY. SUPERVISION IN ACCORDANCE WITH THE LOADING AND SOIL'CONDITIONS SPECIFIED BY THE PURCHASER AND THAT I AMA REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA. f. • ♦ CERTIFIED BY: v '.DATE:— — 2 Q -- 3 4 1@i. AN " ®t 4 r opA4��� j FILE COPY' 43 Years of Service to the .Communications Industry SLOPE CHANGE 4 N ,4,e1• •,--3g�7� � ',4 A BOL TS(12 TOTAL) ASTM'A 354 GR. BC -(NOMINAL) rr YiL:;� TOWER REACTIONS 7 Cal!ARF..SS ION = 155.2 KIPS it!( yr S,t TENSION = 140.1 KIP9 TOTAL HE, = Z6.5 KIPS 0. 1-M• 258.-I FT -KIPS TOWER DESIGN LOADING DESIGN WIND LOAD PER ANSI/EIA-222-E 1991. 80 MPH BASIC WIND SPEED (112" RADIAL ICE LOAD). THIS TOWER IS DESIGNED TO SURPORT THE FOLLOWING LOADS, ELEV- N N IP STD ATION ANTENNA E P A. SF NO ICE IwrICE 4.000 0.318 FT TYPE TLP 12-ALP6014 W/ BOBS ETD • Der. • R.. By • Ckd ByAA ale ''^ CELLULAR PLATFORM (TOTAL (TOTAL 120 2-10' HP DISHES 185 185 va", [90 6 2701 (TOTAL (TOTAL NOTE, ZrMUTN IS _'MOWN IN DEGREES ANITTENNA TNN xc o1 can LISTING OF ALL LOADS OTN TOWER TUBULAR MEMBER MEMBER SIZE BRACE H SIZE N N IP STD . 00 O. 1 PIPE IN.1, 3.500 0.300 PIPE3.5E.H 4.000 0.318 PIPE 4 E.H 4.500 0.337 P .H . 7 NORTH 30 DEGREES TOWER / 120• (TYP.1 TOWER ORIENTATION N. r. s. , '•Y. TOWER SITE: COHASSET RIDGE SECTION MEMBER SCHEDULE SECTION LEG BRACE • SIZE MAXIMM MINIMUM eOL TED SIZE MAXI UINJ eOL TED UNLESS OTHERWISE SPECIFIED UNDER TONER DESIGN LOAOING. TENSION/ TENSION/ FLANGE 1-9-931 JDM LOAD CAPACIT ETD • Der. • R.. By • Ckd ByAA ale ''^ ,"i OUIREMENTS. COAFFESSl ! COT2EC710N 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO CONNECT va", NO. SIZE ROHN. THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE CN•ck.d, HA 1115/93 LOAD CAPACITY • BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/EIA-222-E NO. SIZE AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. KIPS KIPS 1N 3. KIPS K1P5 IN A SINCE ERECTION EQUIPMENT AND CONDITIONS ARE UANNONN. DESIGN 1 /1.5y3/151. / / TO PIPE 3 STO 24.42 77.40 4 7/9 L ZZX 1/4 5.35 7.25 B 9 PIPE 3 STD PIPE 3 E.14 52.97 73.70 76.46 97.12 4 7/9 4 7/9 L1, 7$X3/16 L 2.5X3/16 4.32 4.73 4.46 5.44 1 1 1Z 1/2 IO 11 12 PIPES. SE.N PIPE 4 1.11 PIPE 5 E. 97.51 113.57 117.31 14].37 139.39 18'-9 4 7/6 4 I 4 1 L 2.5X3/16 L 3XSX3/15 L 3XSX3/16 4.53 5.44 4.93 5.44 5.49 6.12 I 1 I/2 5/8 IS , Pipe H. 6. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE NOTE, SECTION PAA®ERS ARE FOR REFERENCE ONLY ' 1 GENERAL NOTES: t f 1. ROHN COMMLwICATION TOWER DESIGNS CONFORM TO E. 1. A. -2,72-E TOWER UNLESS OTHERWISE SPECIFIED UNDER TONER DESIGN LOAOING. ' R1 A930753 1-3 WAS A930752 1-3 1-9-931 JDM DESIGN MAY OR MAY NOT CONFORM TO LOCAL, STATE, OR FEDERAL RE- N..♦ R..l.l.. D.. I Ile. - • Der. • R.. By • Ckd ByAA ale ''^ ,"i OUIREMENTS. ;'•A. , ' 4' 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO 9c.1., By DPI• n"" va", ' - 0'-' 1115/93 ROHN. THE DESIGN LOADING CRITERIA HAS BEEN ASSUMED TO BE CN•ck.d, HA 1115/93 • BASED ON SITE-SPECIFIC DATA IN ACCORDANCE WITH ANSI/EIA-222-E APP• S.I.., ic ENG. FILE, 29257PU .wiNG NV. , C930626 t'?i . AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. C 3. TOWER MEMBER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION SINCE ERECTION EQUIPMENT AND CONDITIONS ARE UANNONN. DESIGN , ASSUMES COMPETENT AND OUALIFIED PERSONNEL WILL ERECT THE TOWER. 4. WORK SHALL BE IN ACCORDANCE WITH E.I.A.-22Z-E, "STRUCTURAL , STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES". - 5. THE MINIMUM YIELD STRENGTH OF STRUCTURAL STEEL MEMBERS SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. ANGLE BRACES LI -1/2X1/8 THRU L 3X3X3/16 SHALL BE 36 KSI. STRUCTURAL PLATES SHALL BE 36 KSI. 6. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOWED. ' 7. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A -3Z5, EXCEPT "HERE NO TEO. [ B. PAL NUTS SHALL BE PROVIDED FOR ALL TOWER BOLTS. - 9. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE HOT-OIPPEO GALVANIZED AFTER FABRICATION, IN ACCORDANCE 47 TH E.I.A.-222-E 10. ALL HIGH STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUGTIGHT" CONDITION AS DEFINED IN THE NOVEMBER 13, 1985, AISC "SPECIFI- CATION FOR STRUCTURAL. JOINTS USING ASTM A325 OR A490 BOLTS-. I/. - PURCHASER SHALL VERIFY THE INSTALLATION IS IN COAFORA14NCE WITH LOCAL, STATE, AND FEDERAL REOUIREMENTS FOR OBSTRUCTION •.I a ,WITH AND LIGHTING. 12. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PILUS 1X OR MINUS 1/07. .% 1•,••1� ; f e •. 13. DESIGN ASSLAfES ALP TYPE ANTENNAS ARE MOUNTED SYMMETRICALLY r YY 14. TO MINIMIZE TOROUS. DESIGN ASSUMES THAT ANTENNA TRANSMISSION LINES AND WAVEGUIDE 1 �j LADDERS ARE EVENLY DISTRIBUTED OVER TWO TOWER FACES. 15. TWO B -HOLE WAVEGUIDE LADDERS ARE PROVIDED FROM 10' TO TOP FOR �'� to 16. SNAP-ON HANGERS ON TWO TOWER FACES. STANDARD INSIDE CORNER MOUNTED LADDER WITH ROHN-LOC SAFETY .•� q •r+ '�,.' - DEVICE IS PROVIDED FOR CLIMBING THE ENTIRE TOWER HEIGHT. R S{ 17. TOWER DESIGN ASSL44ES LEVEL -GRADE AT rC*FR'SITE. x' 19. TOWER ORIENTATION DETERMIAED FROM CUSTOMER SUPPLIED PLOT PLAN. 1" ' 19. FOR FOUNDATION DETAILS SEE DRAWING A930753,1-3. 1{ ' 1 R1 A930753 1-3 WAS A930752 1-3 1-9-931 JDM •i N..♦ R..l.l.. D.. I Ile. - • Der. • R.. By • Ckd ByAA ale ''^ ,"i THIS DRAWING IS TIE PROPERTY OF RDHv. IT Is NOT TO BE REPROOLXED, COPIED OR TRACED IN W4LE OR r R ® k• ;'•A. , IN PART WIr#,MT OLA WRITTEN CONSENT. 9c.1., By DPI• n"" va", ' - 0'-' 1115/93 / 50 ' SSV TOWER DESIGN 1 FOR - ry CN•ck.d, HA 1115/93 APP. E.e.,Ts. IFI 5/93 FLEETCALL' �;%' APP• S.I.., ic ENG. FILE, 29257PU .wiNG NV. , C930626 t'?i a Cl) U F � � 20Z o (so• -o^) -. N � Lr) o m m'• ao Dm`s ► y�D �� C po O y m m m y i m 2Z C mm ILn =oZ y pp rt, i o yrq e p0 °c. --I o 2 p p pa a - 1 1 , to m tom , r IIII m yam o Oen n 2m o 11 w w moi ITI--T11 pC C m �r 2'� to � "' O O y 2� �- n Y ,c0 � p�p� p 200 ��� �2 r ~►.2 LJ_J- 0 lily N r m n uil k V i �r rR� Pq O oz �O ti ^d^ ^c^ CIRCULAR EFFECTIVE MOMENT ARM C 2 rn � 2 p y H m O CIRCULAR TIES TIES (01-0 -) FOR SHEAR y N �`•I 1+� ► (n O C TO BASE (4 ' O) FT. 2 14 r O �� �p-I a ► y �R~1 mm�o 00 o 111 2 r►,,� �I o`m r o n a� o p m D t0 ~ `� ► v,c�no m mm O a� ° moo 2 a �► n Ix W x r y Z F-� -c� \ ��a rr °�� o N� -� O �m — a o r 1 N w ` ► a ��� cn U) cn O m a o� m o �, m AX m FOUNDATION GENERAL NOTES 1. Work shall be in accordance with local codes, safety regulations and unless otherwise noted, the latest revision of ACI 318, 'Building Code Requirements for Reinforced Concrete". Procedures for the protection of excavations, existing construction and utilities shall be established prior to foundation installation. 2. Concrete materials shall conform to the appropriate state requirements for exposed structural concrete. 3. Proportions of concrete materials shall be suitable for the installation method utilized and shall result in durable concrete for resistance to local anticipated aggressive actions. The durability requirements of ACI 318 Chapter 4 shall be satisfied based on the conditions expected at the site. As a minimum, concrete shall develop a minimum compressive strength of 3000 psi (20.7 MPa) in 28 days. 4. Maximum size of aggregate shall not exceed 1 inch (25 mm); size suitable for installation method utilized; or one-third clear distance behind or between reinforcing. 5. Reinforcement shall be deformed and conform to the requirements of ASTM A615 grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise indicated 6. Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete. When temporary casing is utilized, bracing shall be adequate to resist forces occurring from flowing concrete during casing extraction. 7. Welding is prohibited on reinforcing steel and embedments. 8. Minimum concrete cover for reinforcement shall be 3 inches (76 mm) unless otherwise noted. Approved spacers shall be used to insure a 3 inch (76 mm) minimum cover on reinforcement. 9. Concrete cover from top of foundation to ends of vertical reinforcement shall not exceed 3 inches (76mm) nor be less than 2 inches (51mm). 10. Spacers shall be attached intermittently throughout the entire length of vertical reinforcing cages to insure concentric placement of cages in excavations. 11. Foundation design has been based on geotechnical report dated 12/10/92 by: Kleinfelder, Inc. 12. Foundation design has been developed in accordance with generally accepted professional engi- neering principles and practices within the limits of the subsurface data provided Foundation design modifications may be required in the event the following design parameters are not appli- cable for the subsurface conditions encountered. A) DEPTH NEGLECTED FOR SKIN SHEAR = TOP 3 FT. B) AVERAGE ALLOWABLE SKIN SHEAR 3 FT TO 30 FT DEPTH = 300 PSF. C) ALLOWABLE END BEARING AT 30 FT DEPTH = 5 KSF. D) GROUND WATER TABLE BELOW FOUNDATION DEPTH. 13. Foundation design assumes level grade at tower site. 14. Foundation design assumes the recommendations in the referenced geotechnical report concern- ing verification of subsurface conditions are implemented prior to placement of concrete. 15. Foundation installation shall be supervised by personnel knowledgeable and experienced with the proposed foundation type. Construction shall be in accordance with generally accepted installa- tion practices. ENG. FILE NO. 29257PM DWG. NO. A930753-2 16. Foundation design assumes installation procedures will incorporate the procedures recommended in the referenced geotechnical report. 17. Foundation design assumes field inspections will be performed to verify that construction mate= - rials, installation methods and assumed design parameters are acceptable based on conditions - existing at the site. 18. For foundation and anchor tolerances see drawing A810214. 19. Loose material shall be removed from bottom of excavation prior to concrete placement. Sides of excavation shall be rough and free of loose cuttings. 20. Concrete shall be placed in a manner that will prevent segregation. of concrete materials, infiltra- tion of water or soil and other occurrences which may decrease'the strength or durability of the foundation. 21. Free fall concrete may be used provided fall is vertical down without hitting sides of excavation, formwork, reinforcing bars, form ties, cage bracing or other obstructions. Under no circum stances shall concrete fall through water. ' 22. Foundation design assumes continuous concrete placement without construction joints. 23. Top of foundation outside limits of anchor bolts shall be sloped to drain with a floated finish. Area inside limits of anchor bolts shall be level with a scratched finish. 24. Exposed edges of concrete shall be chamfered 3/4" x 3/4" (19mm x 19mm) minimum. :? 25. Foundation design assumes casing, if used, will not be left in place. Equipment, procedures and proportions of concrete materials shall insure concrete will not be adversely disturbed upon casing. removal. 26. Drilling fluid, if used, shall be fully displaced by concrete and shall not be detrimental to concrete:h..n or surrounding soil. Contaminated concrete shall be removed from top of foundation and: re=- placed with fresh concrete. • ,x A DWG. NO. A930753-3' ENG. FILE NO. 29257PM t DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 1 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE -NO_-29258PM-------BY_-GEN LEVEL- 3R1B------------------------------------------------------------------------------------ NOTE -TOWER DESIGN, WIND PRESSURES, AND SHAPE FACTORS CONFORM TO STANDARDS SET BY ANSI/EIA-222-E 1991. --------------------------------------------------------------------------------------------------------------------------- A BRIEF DESCRIPTION OF THE DESIGN REQUIREMENTS FOLLOWS - 1. 150 FT SSV TOWER ANALYSIS 2. DESIGN WIND LOAD PER ANSI/EIA-222-E-1991 3. 80 MPH BASIC WIND SPEED (0.5" RADIAL ICE LOAD) 4. STD INSIDE CORNER LADDER W/ROHN-LOC *' 5. 2-8 HOLE W/G LADDERS W/ROHN-LOC 6. SITE: COHASSET RIDGE 7. THE DATA FOR THIS RUN IS LOCATED IN "GENINPUT.GEN-13JAN93/115160-SS". --------------------------------------------------------------------------------------------------------------------------- INPUT PARAMETERS **************** TOWER HEIGHT = 150.0 FEET EXPOSURE = C - PROJ. AREA OF LADDER, ROUND = .0-00 SQ.FT/FT FACE = 0 -' BASE ELEVATION = FEET IMPORTANCE FACTOR = 1.000 - PROJ. AREA OF LADDER, FLAT =-271 SQ.FT/FT FACE = S WIND VELOCITY = .0 80.00 MPH RADIAL ICE _ .00 IN. UNIFORM WEIGHT OF LADDER = -007 KIPS/FT Gh = 1.133 - ESCALATED WINDLOADS ARE CALCULATED AT EACH SECTION MID -HEIGHT, WINDLOADS ARE LISTED FROM TOP TO BOTTOM FROM 150.0 FEET TO 140.0 FEET -USE .0283 KSF FROM 140.0 FEET TO 120.0 FEET USE .0275 KSF FROM 120.0 FEET TO 100.0 FEET USE .0262 KSF FROM 100.0 FEET TO 80.0 FEET USE .0247 KSF FROM 80.0 FEET TO 60.0 FEET USE .0230 KSF FROM 60.0 FEET TO 40.0 FEET USE .0209 KSF FROM 40.0 FEET TO 20.0 FEET USE .0186 KSF FROM 20.0 FEET TO .0 FEET USE .0186 KSF ANTENNA WIND EFF. ANT. DEAD LOAD PROJ. AREA OF APPURTENANCES DEAD LOAD EFF.PROJ. ASSUMED ELEVATION PRESSURE PROJ.AREA OF ANT. (SQ.FT./FT.) OF APPUR. AREA*M:A. TORQUE (FEET) (K/SQ-FT) (SQ.FT.) (KIPS) (KIPS/FT) (SQ.FT-FT) (FT -K) •DESCRIPTION OF LOADS ROUNDS FACE FLATS FACE 12-ALP6014 ANT'S. ------- 150.0 ' .0286 80.00 " 2.00 1.008 ` 1 - .279- 1 -0 .019" .00 - .00. W/CELL PLATFORM. -------- 150.0 .0286 .00 - .00 ' 1.008-' 2" .279 - 2 '4' .000 .00 - 1 .00 2-10'H.P. DISHES -------- 120.0 ' .0269 185.00 ' 2.00 .168 1 .000' 0 .002 450.00 12.08 (90 & 270 DEG) ---------- 120.0 .0269 .00./ .00- .168 2 .000, 0' .000 ' .00 .00 THIS ANALYSIS CONTROLS OVER 1/2" RADIAL ICE DESIGN WITH 75 PERCENT ORIGINAL WIND PRESSURES. i DESIGN ASSUMES ALL TRANSMISSION -LINES AND WAVEGUIDE LADDERS ARE -EQUALLY.- s DISTRIBUTED ON Z TOWER -FACES. DESIGN ASSUMES VHF ANTENNAS MOUNTED AS SYMMETRICALLY AS POSSIBLE TO MINIMIZE, ACCUMULATED EFFECT OF TORQUE. DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 2 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- WINDLOAD ON TOWER SECTIONS AND SUMMARY OF WEIGHTS ************************************************* *COLUMN 1* *COLUMN 2* *COLUMN 3* *COLUMN 4* *COLUMN 5* * COLUMN 6 * *COLUMN 7* *COLUMN 8* *COLUMN 9* * TOWER * *WIND ON * *WIND ON * * TOTAL * * WEIGHT * *WT. OF EA.* * TOTAL * *WT./SEC.* * ACCUM. * * * * SECTION* *CONCENTR. *WIND FOR* *OF HDWE.* *SECTION W/* * ACCUM- * *OF TOWER* * WEIGHT * *SECTION * * & UNIF.* *EFF.PROJ* *EA. TWR.* *FOR EACH* .*ICE/HDWE.-* * ULATED * * STEEL '* *OF TOWER* * * APPURT.* * AREAS * * SECTION* * SECTION* *IF PRESENT* *SEC.WTS.* * ONLY * * STEEL * * NUMBER *. * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * 7NB' ..N 1.271 2.289 3.560 2.26 2.63 2.63 .37 .37 7NST .*N 2.392 4.967 7.360 2.52 3.18 5.81- .66 ( .05) 1.03 8N **N 2.420 .000 2.420 .56 1.57 7.38 1.01 ( .31) 2.04 9NH **N 2.534 .000 2.534 .56 1.99 9.37 1.43 ( .59) 3.47 10NH **N 2.735 .000 2.735 .56 2.22 11.59 1.66 ( .71) 5.13 11N **N 2.712 .000 2.712 .56 2.73 14.32 2.17.( .76) 7.30 12NH *.N 2.524 .000 2.524 .56 2.93 17.25 2.37 ( .64) 9.67 13NH **N 2.636 .000 2.636 .56 3.30 20.55 2.74 ( .78) 12.41 TOTAL INCREASED TOWER WEIGHT, IN ADDITION TO THE STANDARD TOWER SECTIONS = 3.84 KIPS ***** SECTION STATUS INDICATORS ***** FOR EXAMPLE, 7NB ..N INDICATORS ARE:(PERIOD) ---- = MEMBER NOT BEEFED. ... HORIZONTAL BRACE INDICATOR * (ASTERISK) -- = MEMBER BEEFED I....DIAGONAL BRACE INDICATOR ! (EXCLAMATION) = NO MEMBER LARGE ENOUGH, .....LEG INDICATOR ? (QUESTION) -- = INCORRECT DATA N ------------- = NOT APPLICABLE. 4 DATE-01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 3 TIME-13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN LEVEL.- 3R1B -------------------------------------------------------------------------------------------------------------- SHEARS, OVERTURNING MOMENTS AND SIDE RAIL DATA ********************************************** *COLUMN 10* *COLUMN 11* *COLUMN 12* *COLUMN 13* *COLUMN 14* *COLUMN 15* *COLUMN 16* *COLUMN 17* *COLUMN 18* * TOWER * * DIST- * * APPROX. * * TOTAL * * TOTAL * * MAXIMUM * * MAXIMUM * * MAXIMUM * * 'TOWER * * * * ANCE * * CENTER- * * ACCUM. * * OVER- * * TENSION * * COMP. **ALLOWABLE* * SIDE- * * SECTION * * BELOW * * CENTER * * SHEAR ON* * TURNING * * FOR ONE * * FOR ONE * *SIDE-RAIL* * RAIL * * * * TOP * * OF LEGS * * TOWER * * MOMENTS * *SIDE-RAIL* *SIDE-RAIL* *CAPACITY * *DIMENSION* * NUMBER * (FT.) * * (FT.) * * (KIPS) * *(FT-KIPS)* * (KIPS) * *' (KIPS) * * (KIPS) * *(INCHES) *********** *********** *********** *********** *********** *********** *********** *********** *********** 7NB ..N 10.0 6.54 3.56 29.25 4.,37 6.21 -77.410 PIPG.OSTD 7NST .*N 30.0 6.54 10.92 124.38 20.28 24.42 77. qo PIPE3.OSTD 8N **N 50.0 8.54 13.34 366.98, 47.61 52.97 7.3.70 - PIPE3.0 5TD 9NH **N 70.0 10.56 15.87 659.12 69.58 76.46 87.12 PIPE3.OE.H 1ONH **N 90.0 12.60 18.61 1003.94 88.96 97.51 113.57 PIPE3.5E.H 11N **N 110.0 14.66 21.32 1403.23 106.76 117.31 142.37 PIPE4.OE.H - 12NH *.N 130.0 16.70 23.84 1854.88 123.70 136.39. 181.57 PIPE5.OE.H_� 13NH **N 150.0 18.70 .26.48 2358.13 140.14 155.22 181.57 PIPE5.OE.H ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 4 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258M BY: GEN LEVEL- 3R1B -------------------------------------------------------------------------------------------------------------- BRACING LOADS, SIZES AND BOLTS ****************************** *COLUMN 19* *COLUMN 20* *COLUMN 21* *COLUMN 22* *COLUMN 23* *COLUMN 24* *COLUMN 25 * *COLUMN 26* *COLUMN 27* * TOWER *' * HORIZ. * * HORIZ. * *REMAINING* *MAX.AXIAL* *AXIAL LD.* *ANGLE/PIPE* * * *NO.& SIZE* * * * COMP. OF* * COMP. * * SHEAR TO* *LOAD•FOR *. * COLUMN * */SOLID RD.* * BRACE * * OF BRACE* * SECTION * * SHEAR IN* * OF LEG * * BE TAKEN* * TOWER * *CAPACITY * *BAR/ BRACE* * CONNECT.* * BOLTS * * * * ONE FACE* * LOAD * *BY BRACES* * BRACING * *OF BRACES* * DIMENSION* * CAPACITY* *REQUIRED * * NUMBER * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (KIPS) * * (INCHES) * (KIPS) * *PER CONN.* ' 7NB ..N 2.374 .000 2.374 1.352 57,0v ' L1 -1/2X 0 6 <M> 5N'/ 1-1/2 IN. DIA. .188 IN. CLIP 7NST .*N 9.413 .000 9.413 5.360 lN,372 iL2XZX�ly <M>7Z5 1-YZ IN. DIA A) .25 IN.. CLIP 8N **N 10.527 2.865 7.662 4.320 4.733 L1.75X3/16 <M> 5.44 1-1/2 IN: DIA. .188 IN. CLIP 9NH **N 11.904 4.161 7.743 4.462 7 517- L 2,50116 -<C> 5.44 1-1/2 IN. DIA. .188 IN. CLIP ' 1ONH **N 13.513 5.312 8.201 4.530' 6.645 •L 2.5X3/16 -M> 5.44 1-1/2 IN. DIA. .188 IN. CLIP 11N **N 15.165 6.381 8.784 4.828 13.0!7 ' L 3X.3 X3116 <C> 5.44 1-1/2 IN. DIA. r .188 IN. CLIP 12NH *.N 16.732 7.405 9.327 5.487 6.120 L 3X3X3/16 <M> 6.80' 1-5/8,IN. DIA., .250 IN. CLIP 13NH **N 18.400 8.407 9.993 5.700 6.696 L 3X3X1/4 <B> 8.59 1-5/8 IN. DIA. .250 IN. CLIP ««< NOTE »»> THE ALLOWABLE CAPACITIES ON THIS,ANALYSIS INCLUDE A 33.3 PERCENT INCREASE. IF THE SYMBOL --(*)=-APPEARS AFTER THE BOLT SIZE, IT INDICATES THAT THREADS MUST BE EXCLUDED FROM SHEAR PLANES. IF THE SYMBOL-- H --APPEARS AFTER THE LOADS ABOVE, IT INDICATES THAT THE LOADS ARE FOR THE MAIN HORIZONTAL. IF THE SYMBOL --*--APPEARS AFTER THE CLIP SIZE, IT INDICATES, THAT THE HORIZONTAL BRACE CONTROLLED THE CLIP AND BOLT SIZE.. IF THE SYMBOL --(+)--APPEARS AFTER THE DIAGONAL CAPACITY(COL. 24), IT.INDICATES THE HORIZONTAL BRACE CAPACITY CONTROLS THE DIAGONAL BRACE CAPACITY. THE LETTER APPEARING BEFORE THE CONNECTION CAPACITY IN COLUMN 26 INDICATES THE CONTROLLING FACTOR. <B> =BRACE BOLT CONTROLS CONNECTION CAPACITY; <C> = BRACE CLIP CONTROLS; <M> = BRACE CONTROLS. ,k DATE -01/13/93 ROHN SELF-SUPPORTING TOWER ANALYSIS FOR FLEETCALL PAGE NO. 5 TIME -13:11:40 Output is NOT to be reproduced without Rohn's written consent.- FILE NO. 29258PM BY: GEN' LEVEL - 3R1B ------------------------------------------------------------------------------------------ -------------------- TWIST AND DEFLECTION'DATA ************************* *COLUMN 28* *COLUMN 29* *COLUMN 30* *COLUMN 31* *COLUMN 32* *COLUMN 33* *COLUMN 34* * TOWER * * TWIST * * TOTAL * * DEFLEC- * * TOTAL * * AREA OF * * TOTAL * * * * FOR EACH* * ACCUM- * *TION FOR * * ACCUM- * `*M/EI FOR * * ACCUM- * * SECTION * * TOWER * * ULATED * *EA. TOWER* * ULATED * *EA. TOWER* * ULATED * * * SECTION * '* TWIST * * SECTION * * DEFL. * * SECTION * * DEFL._ * * NUMBER.* *(DEGREES)* *(DEGREES)* *(DEGREES)* *(DEGREES)* * (FEET) * * (FEET) * 7NB ..N .000 .243 .013 .750 .219E-03 1.205 -7NST .*N .128 .243 .132 .737 .230E-02 1.037 8N **N .052 .115' .118 .605 .341E-02 .728 9NH **N .022 .064 .121 .487 .289E-02- .475 1ONH **N .017 .042 .113 .366 .254E-02 .286 11N **N .011 .025 .100 .254 .221E-02 .151 12NH *.N .009 .014 .076 .153 .177E-02 .063 13NH **N .005 ..005 .078•. .078 .151E-02 .015 #################### ## WIGGINS METHOD ## ############################################### ## DETERMINE MAXIMUM LATERAL SOIL PRESSURE ## ## AND MAXIMUM MOMENT IN THE SHAFT FOR ## ## A DRILLED PIER FOUNDATION ## ############################################### FORMULAS USED IN PROGRAM --------------------------- 6*P*(1+N) S1=--------------- D*L*(1-N)*(1-N) (N+3)*(N+3)*Sl S2 = ---------------- 8*(N+1)*(N+2) 1-(N*N) K=--------------- 2*(2+N) L*(1-K)-NL Y= --------------- 2 M = P*(NL+5/8*Y) N = NL/L 2. p Z S" 7 IVY ------------- T --T -------- ! I N I L �l ! t I I ! l I I V ! ! I I ! ! ! I I l ! I I Y ! 1 I I ! I I ! ! ! I I V DEPTH I I<----------- S2 L BELOW I I GRADE I I ! I I I ! ! I I ! ! I I I 1 I I ! ! I I ! ! I I ! ! I I ! ! I I ! 1 I I ! ! I I t I I I ! 1 I< ---I<--- D V V I_I ----------- ----------> S1 TRIAL # 1 LENGTH OF PIER FT = L =30.50 DIAMETER OF PIER FT = D = 4.00 LENGTH FOR NO SOIL RESISTANCE FT = NL = 3.50 SHEAR AT TOP OF PIER (KIPS) = P =17.70 MAX. LATERAL SOIL PRESSURES K = .233 S1 = 1.238 KSF Y = 9.94 FT S2 = .637 KSF MAXIMUM MOMENT IN SHAFT M = 171.93 K -FT / NAME: XK FILE NO. 29257PM SHAFT REINFORCING PROGRAM VER. 91.0 DESIGNED BY: XK ENG. FILE NO.: 29257PM DATE: 011993 PAGE' NO. 1 CUSTOMER: FLEETCALL Co/�ASSET 2 iOC�E) DESCRIPTION: REINFORCEMENT CALCULATIONS INPUT DATA C = 155.20 Kips / Vc = .00 Kips Mc = .00 Ft -K T = 140.10 Kips Vt = 17.70 Kips Mt = 171.90 Ft -K Fy = 60.00 Ksi Fyt = 60.00 Ksi L.F. = 1.30 3.00 Ksi �%'G�/fi'C INS�ECT/L H =48.00 Ind Ds = 39.00 In. F'c = U = 1.00 / Irs = 1 l S /��`�Cl l �(ffVD- *** SHAFT CROSS SECTION IS ROUND *** SUMMARY OF ANALYSIS Minimum area of steel req'd. = 9.05 sq.in. (Rhomin = .0050) Maximum steel area limit = 144.76 sq.in. (Rhomax = .0800) CIRCULAR TIE DATA Vu <.85*Vc/2, shear reinforcement is not required. Use maximum tie spacing specified in A.C.I. 318-83, Section 7.10.5 for compression reinforcement. DEVELOPMENT LENGTH MODIFIERS FOR TENSION AND COMPRESSION BAR DEVELOPMENT DLMT = MODIFIER FOR TENSION DEVELOPMENT = .893, DLMC = MODIFIER FOR COMPRESSION DEVELOPMENT = .161 REQUIRED Ld = MODIFIER * BASIC Ld * ACI. 318 MODIFIERS (12 in. min.) El September 1, 1988 Chuck Knighten 1080 Tracy Lane Chico, CA 95926 counfq LAND OF NATURAL W E A L T H AND BEAUTY �-� PLANNING COMMISSION 7 COUNTY CENTER DRIVE - ORO VILLE, CALIFORNIA 95965-3397 PHONE: 538-7601 CERTIFIED MAIL Re: Use Permit, AP 56-07-A -(ptn) Dear Mr._Knighten: Enclosed is your validated Use Permit No. 88-62 to allow a 150 foot communications tower and 192 square foot building as a quasi -public use on property zoned 'TM -5 located on the southeast side of Cohasset Road, approximately 1 mile north of Upper Vilas Road, Cohasset. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, . Kircher her Planning BAK:lr Enc. cc: Department of Public Works (2) Environmental Health Department of'Forestry USE PERMIT. BUTTE COUNTY PLANNING COMMISSION August 31, 1988 DATE: (Certified Mail Rec.) 88-62 PERMIT NO. 56-07-12 (Ptn) ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Chuck Knighten is hereby granted a Use Permit In accordance with application filed: 5/17/88 to allow,a 150 foot communications tower and 192 square foot building as a quasl-public use on property zoned TM -5 (Timber Mountain, 5 acre parcels), located on .the southeast side of Cohasset Road, approximately 1 mile north of Upper Vllas Road, Cohasset.. I. 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 Enabling Ordinance. 2. Unless otherwise provided for in a condition to a use permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which a use permit has been granted Is not established within one year of the date of receipt of the countersigned permit by the .permittee, the permit shall be come null and void and reapplication shall be required to establish the use. SPECIAL CONDITIONS: 1. Agree to pay deer herd Impact fees. if a deer herd fee ordinance is adopted prior to Issuance of building permits. 2. Obtain encroachment permits from the Butte County Department of Public Works. 3. Driveway shall be a minimum of 12 ft. wide as required by Ordinance No., 2526. 4. Meet the requirements of the California Department of Forestry Including, but not limited to, the payment of .$200.00 Into the water tender fund. 5. Meet the requirements of FAA Including tower lighting, painting, and.siting on the lot. 6. Obtain permits from the California Department of Forestry for any trees removed. 7. Meet the requirements of Ordinance No. 2526,Including signage and. removal of all dead brush. .8. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are -In fact the conditions which were Imposed upon the granting of this use permit, and that I agree to abide fully by said conditions... Dated: Applicant obtaining Building. and Health Department permits before. starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC:Department of Public Works (2) Health Department Department of Forestry PROJECT PROJECT: h 98° 04'- 4' SwEE7 N0.:_ E USE .►�ER m 1T NLf'cT ORAWNI DATE= :.. G1-4 V C.k K (�1 C-, l47 Clll M1 ARG , '19 8$ l '' 'y •: BACHMAN & ASSOCIATES CHECKED JO® NO. 1 `• 3012 Esplanade Chico, Ca.. (918) 342-41,38 -OF'. • •.,: a .. .. � �4 r�.,:: d {r�•r gt !..!!,9 .1j4 �. �ti,. .��1 M.ly'M >�ilyR`t t � .�q,,.w 'N � � { Htii ,�1��(J ri n'a^''t i � s .,.. ,.. .. ._..�. -�': � �� - YY, � 1Siilf r:. s,. �' . � 1 . ,^R:4.. .. f J..:f .3, f.7 �i 9/1 UN*R-,ROHN, 6718W. Plank Road, P.O. Box 2000, Peoria, Illinois 61656 USA .� Phone: 309-697-4400 TWX: 910-652-0646 FAX: 309-697-5612 _ t PURCHASER: CHUCK KNIGHTEN PRODUCT NAME: 45G9OD120 UNR—ROHN REFERENCED DWGS: C870478 I CERTIFY THAT THE DESIGN OF THE REFERENCED UNR—ROHN STANDARD PRODUCT HAS BEEN REVIEWED UNDER 14Y SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF CALIFORNIA. THE DESIGN IS IN ACCORDANCE WITH THE PURCHASER'S SPECIFIED REQUIREMENTS OF ANSI/EIA-222—D 1986 90 MPH BASIC WIND SPEED WITHOUT ICE. THE FOUNDATIONS ARE STANDARD FOUNDATIONS DESIGNED IN ACCORDANCE WTIH ANSI/EIA-222-D-1986 NORMAL SOIL PARAMETERS. THE DESIGN REVIEW DOES NOT -VERIFY THE SUITABILITY OF THE REFERENCED PRODUCT OR THE STANDARD FOUNDATIONS FOR A SPECIFIC SITE OR APPLICATION. ANSI/EIA-222—D-1986 STANDARDS REPRESENT THE ACCEPTED INDUSTRY MINIMUM STANDARDS AND PRACTICES FOR THE DESIGN OF.STEEL ANTENNA SUPPORTING STRUCTURES AND MAY 'OR MAY NOT EQUAL -OR EXCEED LOCAL,.STATE OR FEDERAL REQUIREMENTS FOR A SPECIFIC APPLICATION. THE E.I.A. STANDARDS, AS WITH MANY BUILDING CODES, ARE NOT INTENDED TO COVER ALL LOCAL CONDITIONS WHICH MAY EXIST AT A SPECIFIC LOCATION AND THEREFORE SHOULD NOT BE RELIED UPON FOR A SPECIFIC SITE OR APPLICATION WITHOUT COMPETENT PROFESSIONAL EXAMINATION AND VERIFICATION OF ITS ACCURACY AND SUITABILITY. CERTIFIED BY: 1 DATE: Q�Of ESSIn �p W• s 4� C F • w z No.0041652 m m — * Exo.O� lF OF rl cr 40' TOWER rOR 10.841 1/4" EHS (660•) 50' TOWER 60' TOWER 16.8 OR 10.1 15.9 OR 9.5 51 61' S� O' I/4^ E}S I/4" EHS 660• (660•) 25 S* 29' 3/16" EHS (400•) 70' TOWER 80' TOWER 90' TOWER 100• TOWER -1=1OR9.1 71 14.5 OR 8.7 61' 14.0 OR 8.4 91 13.5 OR 8.1 00• 1/4^ I 660e (/4^ �. /4" E}6 ri 660• 660•) 1/4" EHS 61' (660•) J,/�) 35• ,J• 3/16" EHS 39' �• 3/16" EHS 3/16" EHS (400•) (400•) (400•) 31• 9g. P/N 450900040 110' TOWER 13.1 OR 7.6 101' P/N 4509OD050 I'20;=TOWER -.�-_� 12.7 OR 7,6 P/N 450900060 130' TOWER 12.5 OR 7.4 P/N 450900070 140' TOWER P/N 450900080 150• TOWER P/N 450900090 160' TOWER i30 III' 121' 131' 12.0 OR 7.2 11.7 OR 7.0 II.S OR 6.9 S60 11 0 110 141' .30 151• '�• i sem•.. - - t (660e) 67' I/4" -S (660•) �' I/4" ENS 98' (•) 106' /�. s• /�• I/4" EHS 113' �• V�• 76' / �• (660e (• I/4" EHS )O• (660•) 3/16' EHS3/16" (400.1 EHS (400•) 3/16" 65' /29. 33/116" 72' /EFIS7[O• 3/516" 76' /¢9. 3/16" 34' 9a• 35• /02. /Og. (400•) (400•) EHS 4 ( oo.) 35• 32' //S: 35' 99• 104' r 112• ' 120• , 126• ' P/N 45139OD110 P/N 4509OD120 P/N 4509OD130 P/N 450900140• SEE NOTE 7 P/N 4509OD150 I P/N 45G9OD160 AND GUY CHORD LENGTHS 9.10 LE ROD ANGLE IN DEGREES GROUND LINE - O E °N E R A L N O T E S I. TOWER DESIGNS ARE IN ACCORDANCE WITH APPROVED NATIONAL STANDARD B. TOWER DESIGNS (NO ICE). 120'0'0^ TYP. F6WANSI/EIA-222-D NN DETAI Z.O ALLOWABLE PROJ, AREA (SO. L ALLOWABLE PROJ. AREA (SO FT.) FOR R0U?,V 61EMBER ANTENNAS, FT ) FOR -A T ADD 6 DESIGNS LENGTHS, ( 70 CGUY LENGTHS (FOR SAO ) TO C11A75S INITIAL OR SAO LS SEE DWO. 3. EOUI VALENT FLAT -PLATE ANTETBJA AREAS, BASED Wd MEMBER AA22 N AS. ���5 FAM7EMlE7T. ""' ""' I- JN wVLAVS AT 60 NO. 5620511EXCEW FOR9. DO NOT INSTALL OR DISMANTLE TOWERS WITHIN FALLING DISTANCE OF ELEC- SLOP 4. TOWER DESI NCLUQF TWEE SIS ARS ASS CANTY PLACED lO. TOWER7RZCALERfC� AND TELEPHONE LLI /yQ MLLST Bf BY OUACJFIm AND EXPERIENCED VERT. HAVING A TOTAL EFFECTIVE PROJECTED AREA QUAL TO B4O SQUARE S. NOTE: FOR SPACE �OpE FEET. FOR SIDE N ARM DETAILS (P/N SA 50 SEE OWG, CB2/662 II. Y•STEEL GUYS, WHEN REQUIRED pURINO ERECTIDN OR DISNANTL IMO, REQUIREMENTS HOR. LATEST REVISION. I MUSTTEWP BE SUPPLIED AND INSTALLED IR THE ERECTOR. SEE DWG. 5, TOWERDESIGNSD ASSUMESIGNS, ONE l/2" 6 ONE 7/B" DIA. LINES ON, EACH TOWER FACE, l2. INSTALL WARNING PLATE JP/N AGNS) IN A HIGHLY VISIBLE LOCATION. N0. C640531 6. TOWER DESIGNS, 200 FEET AND OVER INCLUDE 2.0 SQUARE FEET OF l3. ALL ANTENNA INSTALLATIONS MUST ) N A HIGHLY IN ACCORDANCE WITH LOCAL EFFECTIVE )P)ROJECTED AREA FOR A 6!-ACON (DEDUCT ONE 7/B" LINE AND NATIONAL CODES. TOWER PLAN 7. ANCHOR RADIUS IS FROM TONER BASE TO INTERSECTION OF ROD WITH /4• EXTRA CABLE CLAMPS HAVE BEEN PROVIDED FOR Tf.07NBLClfLE SAFETY REOUJRE- TYPICAL ANCHOR ROD SLOPE GROUND, MENTS. FOR DETAILS SEE DMO. B6B0324 LATEST REVISION. lS. FOR GUY HARDWARE INSTALLATION DETAILS SEE DWG. A8713B2. BASE PIER ANCHOR DATA Rte'DWO' REF. OWO.t BLOCK -C6206431 ROD -C660415 OWER C6106 5f HT. NO REAC.BLOCK ROD ROD SLOPE REAC. LBS. LBS. NO. N0. ANGLE unto vror uno rrr 940 i UNR-Rohn X70 ?20 590 nw GUYING DETAILS FOR 401-160' 450 TOWERS 90 MPH BASIC WIND SPEED No ICE) i30 340 Sceto NONE U11M 01-.1'WifiOe, aimarolon, ere ai.an m -nm. D- by Dat. D-64Fr.cron, GPW/NDU 09-0/-B7 = 360 1 D CAaceea OY Oelo MeleUel Fini,n Welpm 9--10-87 mN a.e.. APO— by Enpinemina Det. "a I, the p,O-V o1 UNR-Nenn. 11 .$ nal to tw A5 -/ • P 7 '•woaucea. caawa o. vacea m .Hole a m pen .snout wr INampsr S60 11 0 110 m App -0y P Wmben Date FIIe Appmvo 0y Sale, Data Draennp Numaer 09704 76 .30 V N oolV Q � 0 4"kicj � 4 �o ��\OOQ OJW�lO@COQ V k 0 0 2 co O Co Q ro h J 2 ? s � o Q O W LU Q L'i Q W W � h 6< Q W � a 0 J QO W J W U cn W Ln Q CD W W U z 0 W N V z Q o z Z Z Z b b b b 00 0 0 a a CID w b �o b b b b b b b b n n O O g a Q a Q G V 6 0 O 0 0 c6 � W a L) o J CJ LL)L z b to b co �o �o 0 0 0 0 kqco h h h 0 0 0 0 0 0 0 0 0 0 0 0 W W O O O O O Q A o. Q O O m OUJ O O W p o 0 0 0 0 0 ,� 0 !o W �„ a o• a v ��� Q a h h h h U U w U �_ 0 b ti M a a h h O n n 0 m o O b 4 •�o O. O O O O O b b b O O Q z 0 Quj p p O O O O p O O O p O O O O ON ►— a Q ti. a l m a°: a ti ti ti co cio O to K 'o 0, N O\ b U Z V N oolV Q � 0 4"kicj � 4 �o ��\OOQ OJW�lO@COQ V k 0 0 2 co O Co Q ro h J 2 ? s � o Q O W LU Q L'i Q W W � h 6< Q W � a 0 J QO W J W U cn W Ln Q CD W W U z 0 W N V z Q MAY BE S11VGZ e OR 0041Bze Ifolo lolcPeltlolIV6 ON rrl-e el"49 VJAVIAV1.A\Y1AV1,AYJ, YIAVVAVI� OBOTf/ I VIAVIAV (ACES BOTH FACfS+ A 'A L—,4 .4AIC11OR 0E441Z 1-0.of GAC -FO ANCHOR 01-,r.41Z 1-0,f 6,4C 34, SC, 57, e 5,6 S110!W/N 041,0Ma A10. C CC0415 exlezzArr ENz,-IwEe;oe 'o, FOR REpu/REO MATER/AL 3PECIFICA7101VS, 1,V574LLATIOAI INOTES AND TOLERANCES SEE ORA W1IV6 -VUM8Z-,9 6841300. e"zew, NOTES //V ALL 4A1,r110,eS w1111 1111,4XII'lell'-f 51WC1A16 0/'/.? EXCE11 IVV 10,&Z OCof- Of 6 CONCIeZ-7T 4111C110,e 0,47-4 'POO NO.NO 9R'oowltlslollls-!2F�-.) ISIZ1,6 A Is r W"N 95) L//RZ/,--/- Z4 -Z -4Z IC,4,-,4,rll-,-KZ"IC,4,WC117rZU,) 1.5 1.5 13/0 .09 900 /500 2 2 .560 .15 /, 3.?0 2000 J c F —5 —,?s .670 .23 114910 ?,,500 .3 GAC -TO jw 3 3 /.?CO .1313 Z 535 3,000 je .3 4 / 1680 .44 3,020 4,000 GAC 30 OR 6,4C" 40 .3 1 3 1.5 /, 890.50 '3490 5,4650 46 j 4 1.5 2, 520 67 .0"I60 7,800 4c 3 .5 1.5 3,150 .84 4985 9750 Acl .3 6 1.5 J, 7e0 /.00 60-90 11,700 4e 4 6 1.5 S050 A 1913 7, GCO 11,700 GeV 13 4 A5 I? 520 .67 10, 035 12 coo 6 GAC 5C 6,6 3 5 15 3,150 .(34 11,600 15750 6c 3 G 1.5 .3780 1.00 /3,150 /,9900 GC1 4 G - 1.5 5050 JJ 15950 /& 900 (go 13 5 1-5 3,150 d4 22,150 217.50 GAC 57 6.6 13 6 1.5 3,7,60 1.00 24 700 26,100 .6c 4 G 1.5 5050 / 313 246500 ?.G /00 .60, 6 c 2.0 /0900 2.67 J,3,,380 33, coo loa 3 6 2.0 5,040 /.ill 37 +fSO A:t 200 10A 4 6 2.0 6720 1.79 41? 700 43, 200 /0 GAC 56 /oc 4 7 2.0 7640 2.07 46, BOO 50400 /0&1 S 7 2.0 9,600 2.59 52 350 504,00 3.33 61,700 674600 1AooC4 11,04-S S,9,lerK FAC710R OF 6 *IVVR.,VqL W// /_r A Collerlvc TYPE so//- W1,-11 R 1,10RIZOAerW4 BEAR/NG cApqclry o,,, 400 evavar PER SQUARE FOOT PER 4/NERC -vor OF DEPTH. leocc-, Y-,ov - co1,l,-J1k-e -TO//-,s ROHN. MANUFAMRING OR _wrz1R1qreD OR J1181YeR6CD 501tJ RRe NOT 7V 6-- CoAoSIDER,10 9.Y NOR YRI-. All R./B.77loortH SrIgNI49 s m ac RM ..... .. 900z0 W07e- R.I'OR IN ISM ;Z6 GAC -25 WAS GA -25 IOD LENGTHSi Cf /OR E114 les - 21?., - e 3,0 U140, a,4.12.5' .1Du[evnoN on .y R4 lRev 4cvce 2T-W/wo VO7-1:1 /-9-adArA -q-73 - ifi STANDARD FOUNDATION NOTES 1. FOUNDATION DESIGNS ARE IN ACCORDANCE WITH ANSI/EIA-222-D,^STRUC7UR4L STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES", SECTION 7, FOR "NORMAL" SOIL CONDITIONS. "NORMAL" SOIL IS DEFINED AS 4 OF 4000 PSFE(192 kPa) AND AN ALLOWABLE NET HORIZONTAL BPRESSURE OF 400 PSF PER LINEAL FOOT OF DEPTH (¢2.8 kPa PER LINEAL METER OF DEPTH) TO A MAXIMUM OF 4000 PSF (192 kPo). 2. THE PURCHASER MUST VERIFY THAT ACTUAL SITE SOIL PARAMETERS MEET OR EXCEED E.I.A. "NORMAL" SOIL PARAMETERS AND THAT THE DEPTH OF STANDARD FOUNDATIONS ARE ADEQUATE BASED ON THE FROST PENETRATION AND/OR ZONE OF SEASONAL MOISTURE VARIATION AT THE SITE. FOUNDA TION DESIGN MODIFI- CATIONS MAY BE REQUIRED IN THE EVENT "NORMAL" SOIL PARAMETERS ARE NOT APPLICABLE FOR THE ACTUAL SUBSURFACE CONDITIONS ENCOUNTERED. 3. FOUNDATION DESIGNS ASSUME FIELD INSPECTIONS WILL BE PERFORMED BY THE PURCHASER'S REPRESENTATIVE O VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON THE CONDITIONS EXISTING AT THE SITE. 4. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 5. ANCHOR BOLTS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A193 GR 87 AND A320 GR L7 AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). 6. PAL NUTS OR ANCO NUTS SHALL BE INSTALLED ON ALL ANCHOR BOLTS, 7. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (20.7 MPo) IN 26 DAYS. 8. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE CONCRETE FOR RESISTANCE" TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS INCLUDING FREEZING AND THAWING. 9. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR ONE-THIRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. /O. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS F ASTM A615 GRADE 60 INCLUDING SUPPLEMENTARY REQUIREMENTS Sl. ll. REINFORCING CAGES SHALL BE BRACED TO RETAIN PROPER DIMENSIONS DURING HANDLING AND THROUGHOUT PLACEMENT OF CONCRETE. 12. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 13. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES (76 mm) UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL BE USED TO INSURE A 3 INCH (76 mm) MINIMUM COVER ON REINFORCEMENT. 14. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCgUENT SHALL NOT EXCEED 3 INCHES (76 mm) NOR BE LESS THAN 2 INCHES (81 mm). 15. SPACERS SHALL BE ATTACHED INTERMITTENTLY THROUGHOUT THE ENTIRE LENGTH OF VERTICAL REINFORCING CAGES TO INSURE CONCENTRIC PLACEMENT F CAGES IN EXCAVATIONS. 16. FOUNDATION DESIGNS ASSUME STRUCTURAL BACKFILL TO BE COMPACTED IN B INCH (200 mm) MAXIMUM LAYERS TO 951 OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM 0698. ADDITIONALLY STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF lOD POLO& PER CUBIC FOOT (16 kN/m3). l7. FOUNDATION DESIGNS ASSUME LEVEL GRADE AT TOWER SITE. IJ l8. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITH THE PROPOSED FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. 19. FOR FOUNDATION AND ANCHOR TOLERANCES SEE DRAWING A8/02/4. 20. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. 2/. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. 22. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING SIDES OF EXCAVATION, FORMWORK, REINFORCING BARS, FORM TIES, CAGE BRACING OR OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH WATER. 23. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL EXCEPT FOR PIERS OF PIER AND PAD FOUNDATIONS. FORMS FOR PIERS SHALL BE REMOVED PRIOR TO PLACING STRUCTURAL BACKFILL. 24 SHALLBERTINTENTIONALLY PIERS PFOUNDATIONSIER AND PAD ROUGHENEDION JOINTS AT BASES OF TO FULL AMPLITUDE OF 114 INCH (6 mm). FOUNDATION DESIGNS ASSUME NO OTHER CONSTRUCTION JOINTS. 25. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH. AREA INSIDE LIMITS OF ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISH. 26. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X 3/4" (l9 mm X /9 mm) MINIMUM. No.4 Revision Description A Date ABv UNR-Rohn Title FOUNDATION MATERIAL SPECIFICATIONS, INSTALLATION NOTES AND TOLERANCES Scale NONE Unless otherwise specified. dimensions are given in inches. Tolerances Drawn by Date Decimals Fractions Angles CSR 6/17/87 t t t Checked by Data Material Finish Weight fife 1/6/86 This drawing is the UNR-Rohn. It is AD7ed by En ineeripng Date property of not to be reproduced, copied or traced in whole or in part without our .YAC / 6 written consent. Approved by Production Date File Number Approved by Sales Date Drawing Number 2-2-98 B84/JOOR5 86Z' ,OSiZ 09h`9b OST` 50E'�£T£'I.. �.010' .00ZO` 0'6 UA31IlNVj OE' _ OSI' Z 109PSb OST'' WE, , ETE'T OTO` �06TV 0'9£ E _OE' ,OST' ' Z ,090Sb :OST' :60E' ,ETE'T ;OTO' Am, .0'Ob Z - 0E' —091, Z •0%'9b .OST' -b0E' • £TE'I -010- 00- 0'9£ T (Zxxl3ZxxNI) (Zx$NI) (S33d530) (ZMxNI) (ZxxNI) (13) (SdIN) (SdDI) tlIAM V38tl 3dll Z60H H1IM N3dtl tl3dtl 13Ntld'dAl 1003 dad 1003 aid HION31 'ON A AROW in8lS 9NI3VS8 319NV IMOVIO 931 3O 1HOI3H MIR MIONIM NUS NIMS ------------------------------------------------------------------------------------------------------------------------ xx$xxxxxxx$xtlltlO NtldS d3MOlxxxxx�cxxxxxx . 'IS`d 0006Z = d MOI 3O AHJI1Sd13 30 SnInG0W O'Z = SA119 NO A13JVS 20 8013tl3 W!1WINIW .1 = SNOHONV 30 `ZOW(1N ltllO1 '03NNId = NOIlILIN03 3 t'8 E =` ...SIR31 Inn 30 3380N 1tl1O1 '!I OPI = „"""""'Hl0It1 3Jtl3 '13 O'OZT = "1H9I3H lVIK xxxxxxxxxxxtlltlO 33 01 1tly3N39xA.Axxxaxxx saoej damol E uo paingidjs u, AlTenba 'Tejol sauiT leio ,Z/I a E R .B/Z a E x$xxxvxx$xxx$$xxxxxxxxxM$xxxx$xxxxx$a.xxtxx.SISA1HNtl NKSMSO' tliHO NOII• MS3Q SO(`$xx$xx�rxxxxxaxxxxxxxx�c$$xxxxxxBx$xx: daYol 60ial23 `)Sb 'ON 0ZT>311fi qM Tr= t;L T=u+N J=; r!�!r+ 'v'^'� _ iGN % �+ ivA: �ii�1�_'_�j�¢ i Eii;E:; ^iiJT LN,== AFTER e _?TriiiT'1;;N ECREADSKE f Afi l l(?>> U - _trTTjfN A� ii ? NL ' i_'ta; til T - C9 i Tf; ^r - i C p--rr� ^^Si; i' ; r tl T f1 T' 2f:= H . u J T A'-- ,. ; t,E �i`i o i lr' t vt03 k t �L�-�= A f 41r,itih THE JE . _� +__ . TViE l_RtA; �Si AN_� f�� RU IN i ;L L�'C�� !r!t _rr •.l1i3� i_ !i:'��f;GJ HR ;rr _A8; i°: if 'T;t^.A; lv!I�v Lr.= rRI��Ttt! t�iLl) . 'r GUY LEVE' ITTERATION 16 PTERATION 17 i ,105:34+000 !10607+000 ,36910+000 .37064+000 3 10830+001 ,10806+001 Y Q•. f �� r - - - _ .. - "^r - _ .. f 'fit - .. ,.. ^ al k On, -.{.• �� +'r4+ f .. _ . - 1. .. _ _ . �. •4-. , • T}?'€.4a N `'� a .r f r,t?��_a �' •�f ' .rtr ; , 1 J . p,L.-`if?'J GUYED - TOWER `fi °1iE f=-= D' 1:� 'Jlr-"E..:i-�; 1 G EL . MPU ANAL S -"S _ x�:xxxxaxak�};YtFF.:���'��rx�+�:W_f��:�73Stx��igAxa�x '08 TITLE! -120' No. 15C Cata:os Tower xxaaxxxx ' GUY DATA axxxxaax GUY GUY ANCHOR HORIZ VERT! GUYS: ARMS: MOMENT GUY _ GUY UNIT ULTIMATE INITIAL UNSTRESSED LEVEL NO, DIST, DIST, ANGLE ANGLE ARM DIAM. AE HEIGHT STRENGTH TENSION LENGTH Dix (FT) (DEC) (DEC) (IN) (KIPS) (LBS/FT) (KIPS) (KIPS) (FT) (FT) ::tFT) _''(FT) =. 1 1 1 95.19 35.00 .0 .0 .81 .1875 441. ,073 4,0 ,40 101.331 - I 2 1 95.19 35.00 120.0 120.0 ,81 .1875 441, .073 4.0 .40 101,331 - 1 3 1 95.19 35.00 240.0 240.0 ,81 .1875 441.• .073 4.0 .40 101.331 - ---------------------------- 2 1 1 - 95.19 ----------------------------- --------------------------------------------------------------= 75,00. .0 .0 .81 .1875 441. .073 410 ,40 121.079 - ..2 -2 . , 1_;., •95,19., ,;75,00 120,0 120.0' ,Bi .1875 -t441''' .0731 ; :4.0 - - .40 121.079 - 42 3 j -95.19 , 75.00 240.0 240,0• ;81`.1875 .`.441; x.073 =--------------------------- 4.0. 40 121,079 - = ----------------- 3 1 1 ------------------- 95119 --- --------------------------- 111.00 10 .0 .81 .2500 735. .121 6.6 --------------------------- .66 146.0-76 - 3 2 1. 95.19 - 111.00 120,0 .120.0 .81 .121 6.6 .66 146,096 - x', ,1 ,3 3 ..2500,, .735.. b6;.. , :. ,:bb _ 146.096 - ,t+. -• L, ---_---�_-__� -____--s.' Y. 7 �.1-- h_Y_-__ •1 _-��'1 - �______--_- �� ---�_' ------- ----------7------------------ ANCHQR DATA `" •. T -ANCHOR NO. LOCAL ANCHOR,NO.4 ANCHOR:RADIUS• 'RADIUSlANGLEa (FT) ` (DEGREES)' er 96,00` M, ".00 �2:- "f t ,- t 110;00 . 3' - . _ - r_ ;': . 240.00 r-------------------- -- - --------------- ---------------------------- .-. . --+r.+r.'e. t•Z-- RADIAL ICE THICKNESS= " 00 IN "•ICE -DENSITY '56.00 PCF REFERENCE TEMP, :60;00 N E DEC f » DESIGN TEMP.= 64.00 DEG F tY ?- ~ -ANALYSES PERFOkMED`FOk THIS LQAD'CQNDITIQN . ----------- .. �. r` 7. (BIND DIRECTIONx � FL_EXURAL"`ANALYSES- . '_ �4�' TORSIONAL_ ANALYSIS _ PARALLEL TO WIND � , Q 4tI ,NQRMAL�TNDr°` 1 X 2 X - X -r 3 X - X J UNARPO-JOHN GUYED ,_!WE5. 1_IMNPU _R- ANALYSIS, <<E; TITS Et s2r' 3o,_=a ale`2 Tower ADING TITLE -LOAD CONDITION 1 120' 4•i5G Cat, Tower for 90 mph -Same load for ail 3 directions ? FIND DIRECTION NO. I - WIND INTO LEG ---------------------------------------------------------------------------------------------- r.'-:bE 6 DESIGN LOADS AT GUrALEVtLS - _ GUY;. AVERAGE,WIND- VERTICAL ------------------- ------- ; 'HORIZONTAL LOADS MOMENTS '-; ." - •' '� EEVEL VELOCITY " LOAD - PARALLEL " NORMAL PARALLEL- .' � RMAL - ' TORQUE TO WIND TO WIND TO WIND TO WIND (MPH) (KIPS) (KIPS) (KIPS) (K -PT) (K -FT) (K -FT) 1 90,5 ,00 ,00 .00 .00 100 ,00 2 9912 .00 .00 .00 .00 .00 ,00 i 3 105,1 ' .00 ,00 ,00 .00 .00 .00 CONCENTRATED DESIGN LOADS ON'TOWER SPANS , ---------------------------------------- " SPAN LOAD NO. ELEVATION VERTICAL HORIZ. WIND COMPONENTS APPLIED 1, (FT) COMP. PARALLEL NORMAL TORQUE - - - tNO, _ - �y _+ s(KIPS) _ 0KIPS) .� : r>(KIPS) }. (KI_PJT) _ 3 A-..r,--------------.-----7-------------------.---------------�-�--�-------------7------7-;-----------------------�Y�----------------- ------------------------------------------------------------------------'- ------ - _----- ------------------- ,-- ../.{� •-�{ H Y ---------- ------------ --------- ---- i t 4 r `CANTILEVERmu ---- --------e---- �- - -.-- -------------- T' tS---- ----------------------------------------------------------------------------------------------- ------ --t-_� ------ r 3 9 Vd - - - - - - - - - - - Z7- - - - SNOI133IJ30' moi., 00* 00, 00, OV 00, 08 { I D.11 (SdIN) (Sdim) ONIM ONIM aNim ONIM 31(1o80i 01 IMON 'T AMOdWOO 01 IMON 01 1311VNVd SINDOW WHINDt—: SIN3NOdWOO1VINOZISOH,.-I ------------------------------ -flMO-1 A dOl iV -------------- OOOOn -------------------------------------------------------------- ------ - 06000, M0'T =-----------7-------------------------7----------- -,00'0'(T' 00000* Of%AAO - VvV or�oo T On vm I L99' -00 f T I T 404 JamOl -127 - qgbt OZT T NOIlIONO3 OKI- 3I1Ii MY D 4F 4amoi SoTejei qgb -q OZj:-,1t1T1 :3n,' -000001, 00000, 8990-%41,060 60, 004 SL ----------- ------------------------- - - ------ 1 00000, 00000, EZS8T 000, OISE 00000, 00000, zzais, -,,000, -000t 00, (S338530)- '(S336530) '(S338530) (1A), Isimi.- 011MON 01 ONIM O1'.1VW80N GNIH. 01 .1311V8W`: -NOIIVA3]3' .�QNIH AVMS -SNOI103I330 3 9 Vd - - - - - - - - - - - Z7- - - - SNOI133IJ30' moi., 00* 00, 00, OV 00, 08 { I D.11 (SdIN) (Sdim) ONIM ONIM aNim ONIM 31(1o80i 01 IMON ai 1311Md AMOdWOO 01 IMON 01 1311VNVd SINDOW WHINDt—: SIN3NOdWOO1VINOZISOH,.-I ------------------------------ -flMO-1 A dOl iV 9001 -430-11nd -------------------------------------------------------------------------------------------------------- 531 KINI ONIM - T 'ON NOW38H ONIM. suoijoadip C Ile JO) PEOT 81KS-Ow 06 404 JamOl -127 - qgbt OZT T NOIlIONO3 OKI- 3I1Ii MY D 4amoi SoTejei qgb -q OZj:-,1t1T1 :3n,' 3 9 Vd CUYED- _:'!J T ter, ANAL tJl;.< F 0 z9'L A .k .elk WXXX'L''XXXXXX999xxYg�§X$e% 108 TITLEEI V No. 4,G Cata'tvg Toner I C.- I. 3ADING TITLE -LOAD CONDITION 1 120' 445E Cat, Tower for 90 mph -Safe load for all 3 directions WIND DIRECTION NO. 1 - WIND INTO LEG ---------------------------------------------------------------------------------------------- GUY TENSIONS = GUY GUY GUY INITIAL MAX. ' ULTIMATE FACTOR OF xxxxxxxxxxxCOMPONENTS OF GUY TENSION AT:TOWERxxxxxxxxxxxxx LEVEL NO. SIZE TEN5ION TENSION -STRENGTH SAFETY xUERTICAL ' "f'- ' �'^ HORIZONTAL ''.^-i s RESULTANTx x PARALLEL TO WIND NORMAL TO MIND x (KIPS) (KIPS) (KIPS) x (KIPS) (KIPS) (KIPS) (KIPS) X 1 1 3/16 EHS .40 .98 3.99 4.07 .34 092 .00 .98 ` 1 3/16 EHS +40 .32 3.99 12,44 .11 -.16 +25 .32 1 3 3/16 EHS .40 .32 3.99 12,44 .11 -+16 -.25 .32 ------- ------------------ -------------------------- -------------------------------------------------------------- r -. .. . - - - _ . t_ - - +i + - . -._i..+-w-..�r - -L - 5:.. - •.:--.�:. -a 2 1 3/16 EHS .40 1.21 3.99 y 3.30 .76 -y ~ .94 .`� '.0G`' - 1.21 2 2 1116 EHS .40 .34 3.99 11,67 " .21 -.15 ',22 .34 2 3 3/16 ENS .40 .34 3.99 11.67 .21 -.15 -.22 +34 ---------------------------------------------------------------------------------------------=-----------------------------=------ `� .1/4-.EHS`_ .b6 2;87 'c:' 6.65 2.3_2 r.� 2.191,8-115; .40� `2-f/4'EHS ' .bb` -''T `� 51 bT65 -12194 ,39.H `- - _ , .21.''� � =x'28 _�.:,,, .x.`51 3 3 1/4 EHS .66 .51 6.65 12.94 ":.38 ;x,21 `a �T' .51 j ,..�. - 28 ------------------------------------ x EHS =- EXTRA HIGH STRENGTH . r. • . MAXIMUM ANCHOR .LOADS J W �a%.,R 12 ANCHOR ANCHOR VERTICAL HDRIZONTAL COMPONENTS _• RESULTANT VERTICAL"I HORIZONTAL ' NO. RADIUS COMPONENT RADIAL TANGENTIAL- ` ` ' ' ANGLE ANGLE ,"(FT) (KIPS)_ f. .. (KIPS) (KIPS)-; , ()(IPS), (DEGREES) �(DEGREES) ;000 •1' - •96.00 - .3.21. 3.77 " ; 00` ' .s:•+ 'R .� , ;a, . : �t � v� - �r i 'ems •_ I ��F; TIT_ _:120' No, 45G Cataiol� Tower .._. . i-]ADING TITLE -LOAD CONDITION 1 120' #45G Cat. Tower for 90 mph -'Same load for all 3 directions WIND DIRECTION NO. 1 - WIND TNTO LEG FACE 6 LEG, FROM TO CAPACITY ELEV. ELEV1 (KIPS) (FT) (FT) =; BENDitdG' NOiiENTSf AXIAL LOADS AND LEG LuP,D3 x • ------------------------------------------ $xBENDING. MOMENTSxxx: 100 100 , . .. 6.29 69/61 2.i0 2.10 TOWER EULER`- - .00 ELEVA- PARALLEL NORMAL AXIAL BUCKLNG xxxxxxTOWER LEG LOADSxxxxxxx LEG 1;13 • SPAN TION TO WIND TO WIND LOADS LOAD LEG A LEG B LEG C SIZE 4 NO. (FT) (K -FT)' (K -FT) (KIP) (KIP) (.(IP) (KiP) (KIP) (IN) FACE 6 LEG, FROM TO CAPACITY ELEV. ELEV1 (KIPS) (FT) (FT) =; ------------------------------ 100 100 1100 6.29 69/61 2.i0 2.10 2.14 .65 = ^ -7.40. .00 6.26 2.62 1.82 1.82 1;13 • - ,00-- 6.22 3.01 1.61 1.61 14.50 '-r :1.42 100 6119 3.24 1.48 1,48 1 14.40 1.53 190 6.15 3.32 1 1 q21 1142 -- 17150 1.46_ •rr .40 6,12 3.24 1144 1144 a;: ,x �,21,00 f 4,20 "6.08 3.02 -153 1,53 _,.�0 24.54.;176: c ,00 `' 6,05' Y2161 -1.70 , ` ,1,70 Si 28.00x,.;,;:.14- 100 _ 6.01 A. 1.95 1195 • r,- - .;. :� 4-.31.56;.,x"=r.65 1.00, - 5.98 ' 1.46 2.26 - ' 2.26 .. 35.00 ; =1160 ' 100 5.94 .66 2164 2.64 4". - - -------------- 3 ga. '^r t. b e J3�; • 1. i X35.04 1,Z9 -':,.-.00 -------------- 5.38. ------------------------------------------------- 53.29 '#31 ` 2.53 2.53 "z 39.00 ,F r ,73 .00 -` 5.34 -1.18 • T 2.08 - - 2.08 • , t� s 43000 .07 100 5130 1182 1174 1.74 �•.'_ 47.00' .59 .00 5.26 2.24 1.51 1.51 L .� 51.00 .84_ 4 .00 5.22 , '2,U _ 1139 1.39 3 ,r 55.00 t .81' lw ;00.,. -5.18 2.39 - 139' 1.39 59.00 ' ; '' ;50 • `' , .00 5.14 `2,12 1.51' 1,51 , , '63.00, -;09 . , ,' .00 5110. 1.63 _ _ 1.75 __. 1174 67.00 '. ' `.=, 95 .00 5.06 .90 2.08 2.08 71.00 '' --2.07 ..00 5.02 -.03 2.53 L.53 4T t "'' R 75.00."-- -3.44 .00 4.98 -1.18 3.08 3.08 Jet-, .. --------=------------- ------------------------------------------------------ *'` X44 q• 75;00.,'• 3.88 - .00 .3.81 65.79 -1194 2.87 2.87 7860 -3.1i .00 3.77 -1131 2.54 2.54 82.24 -1151 100 3,73 -,8i 2,34 21:34 85.60 -2.26 ,00. 3.70 -163 2.16 2,16 3 89.40 -2118 .00 3.66 -158 2,12 2.12 -:93.00 -2.33 .00 3.63 -172 2,17 2.117 96.60 -2.72 100 3159 -i.45 2132 2,32 106.20 -3.35 ,00 3.55 -1,57 2.56 2.56 103.80 -4.19 100 3152 -2129 2,90 2.9�, _ 147.40 -5.2/ 100 31ie -31 _t. 3.313. JeJJ 111.00 -6.56 .00 3,45 ry -4.L6_1:5 � n ^c 31�?J i� , Vit, ET, . Ft; 0b' ©o, 00, 0010ZI ---------------------------------------------------------------------------------------------------------------------------------- bb' 07' �1t'�+- 00`ttt `l3f13V �iy) (i3) (SdIA) (Ni) (dI)i). WIN) (dIr) UL (dI)I) (i3 -A) (ld-N'r (l,j) 'ON 'ri313 'n313 :kII3VdV3 HIS ? 731 3 331 V 731 OdOI SOdOI ONIM 01 ONIM 01 NOIi NvdS �1 WO`J3 731 931 XXXXI KSOVOI 931 EMOlix-vi & Minna .1dIXd IMNON 1311d8dd -VA313 831m _" 83MOI ------------------------------------------ axaSINROW 7NION3811 SONOI 931 ONV SOV'Ol ltllXd °SIN3WOW 7NION38 ------------------------------------------------------------------------------------------------------------------------ 931 OiNI 1'NIM - I 'ON NOI MIO ONIM suot}oaitp g tie aoipeoi ameS-1{d� n� ao,t aaMol ���1 99+, ,()?T i NOIiIONO7 0V01- 31iii 7NI0dC:`: aaMol GV('}el 92v 'ON :f,'F.jIIJTj 801'-/ �F{.� Sl '� ;'+.1?,:j �'t g,, ji7 �f f �:����_fl`��J a X.xpyx5v.T9AAAUAxV.XX A A*9 Ax"'aIAXXa=5A X sic i 0 B T1 LLi 12b CGL.?G�' T%w �jADING TITLE -LOAD CONDITION 1 i20' #45G Cat, Tower for 90 mPn-Same load for 311 3 directions !IND DIRECTION NO, 1 - WIND INTO LEG ------------------------------------------------------------------------------------------------ N 35.00 :r 4 .000 ELEV- NO, ATION . ,213 (FTI) ----------------- '3 100 .a 3150 ,077 7,00 511100 10,50 1 14.00 -.059 17.50 . 59.00 -;127 :. -.161 21.00 ,..r ' 24;50 67.00 28,00 ...w .1' 31.50 -133! 35,00 SHEAR AND DIAGONAL LOADS ------------------------ xxXTOW-ER SHEARS%,)[,, PARALLEL NORMAL ixSHEAR FOR EACH TOWER FACExxx TO WIND TO MIND TORSION FACE 1 FACE 2 FACE 3 (KIPS) (KIPS) (FT -K) (KIPS) (KIPS) (KIPS) --------------------------------- ,174 G000 6000 ,123 4000 11223 1125 ,000 ,000 ,094 .000 ,09.4 1076 1000 1000 .064 ,000 ,064 .027 .000 .000 ,034 .000 ,034 ,022 .000 .000 ,003 1000 ,063 -,071 1000 .000 -.028 .�}nvv -.U2c -.120 .000 ,000 -,058 1040 -.058 7-.169- - . .000 .000. : ,088 X000 -,OB8- ._ -1216 • .000 = ' -•1000_., -,117 fi.000 -,117 -1267 .000 1000 -.145 .000 -1145 -.316 .000 .000 -,172 1000 -.172 --------------------------------- , 35.00 , 281 4 .000 ,134 'T 39.00 . ,213 r 43.00 .145 i 41100 ,077 - 2 511100 .009 -.083 55.00 -.059 -6125 . 59.00 -;127 :. -.161 63,00 -.195 -.207 67.00 -.263 ` 71.00 -133! MT, 75.00 -.399 4} �_ --------------- 75100 .229 .022 78, 60 .160 ' 02.20 .092 -+035 85.80 1024 3 89.40 -.065 ' -'.040 -,065 -.093 - 96.60 -.1132 .000 100.20 -.250 - !03.80 -.318 ;-,150 107;40 -4387 :r -------------------------------- 114 166 -i'9fJv c r- xxxTOTAL DIAGONAL LOADSxxx FACE I FACE 2 FACE 3 (KIPS) • (YIPS) (KIPS) ------------- BRACE SIZE + CAP AND/UR BOLT CAPACITY (KIPS) ,175 1000 ,175 .21 .000 ,134 1091 1000 ,091 .043 .000 1048 1004 1000 1004 -10,19 .004 -1039 -.083 .000 -1083 -6125 ; ...000 4.125 , -.161 1000 , -1167 -.207 .000 -.207 -.245 ,000 -1245 --------------------------------------------------------------------------------- ,440 .000 .173 1000 ,173 .241 .004 ` •.247 .000.. _ .000 .135 ., ,..400 .135 .193 .000 .193 .000 .000 .096 ` 1000 .096 .137 -.000 .137 .000 .000 .056 .000 .056 .080 .000 4080 1000 .000 .016 .000 .016 .022 1000 .022 .000 1000 -.025 • -1000 7.025 -+035 -.035 .000 -,000 -.065 ' -'.040 -,065 -.093 x.000 .040 -1093 - .000 .000 -.105 .000 -.105 -.150 .000 ;-,150 ;000 :000 -11144 ;000 -1144 -.205 1000 -.205 .040 .000 -1181 - .000 -.181 -.258 1004 -.258 .000 --------------------------------------------------------------------------------- 1400 -.217 1000 -.217 -.309 .000 -.309 1400 .000 .193 .000 .143 .204 1400 .244 .000 .000 .106 1000 .106 .152 .000 .152 41-100 1000 1069 .000 1069 ,099 .000 1099 i0O0 .000 .032 1000 ;0327 1045 1000 .045 1x;00 ,040 -.006 1000 -.006 -1009 1000 -.009 .000 1000 -.444 ,000 -.044 -,00v 1400 -.063 1000 1040 -.082 4006 -x082 -1116 1000 -g116 .000 .000 -.I19 .000 -.i19 -,169 .000 -.169 ;066 1644 -.i-35 .00,0 -,1JJ -,222 1046 -1222 1000 ,004 -1194 OOU 191 -.2?3 1000 -,2j73) 4`}11,10 1000 -i2i. `� iO0O -.-:� .323 .406 -1323--------------------------------------------------------------------------------- --r�N' AO-ROHN GUYED TOWER COMr� ANALYSIS' 10c", ! ITI El 120' No. YJl- Ca. z! o j i 0we7' JADING TITLE -LOAD CONDITION 1 1110' MG Cat, Tower for 90 ;RPh -Sane load for all 3 dip-ctions WIND DIRECTION NO. 1 - MIND INTO LEG ------------------------------------------------------------------------------------------------------------------------ SMEAR AND DIAGONAL LOADS ---------------------- : ; •-� x'lTOWER SHEARSIllix GRACE SIZE —SPAN ELEV-, PARALLEL; NORMAL XISHEAR FOR-EACH`TOWER FACE911 uITOTAL DIAGONAL LOADS111 +CAP AND/OR NO. ATION TO WIND TO WIND TORSION FACE 1 FACE' FACE 3 FACE 1 =ACE Z FACE 3 BOLT CAPACITY (FT.) (,KIPS) (KIPS) (FT -K) (KIPS) (KIPS) (KiP'S) (KIPS)(r(IPS) (!;IPS) (KIPS) ------------------------------------------------------------------------------------------------------------------------ rt C%LEVER 111.00 .980. .000 .000 .571 .000 .571 .814 .000 1814 1110.00 .800 .000 .000 .467 .000 .467 .665 .000 .E66 ----------------------------------------- - - ---- --------------------------------------------------------------------- .S 7T t^y -' y' � • � 1. •,� KFS ;•V{, .• .. �? - •� � ,` •t. YT-writ"-�iW:;"' _ YwY: ------------------------------------------------------------------------------------------------------------------------ 30VJ O1NI ONIM - Z 'ON NOIARIO ONIM suotIoajtp E 1T2 aoi P20T alu2S-Wda 06 J0.1 ►aMo! 'JE; 9 qbt ��iZT T NOIlIONOO 0HO1- 31lI! `314IOt�C', dY:�X��X�is"sli:�:{ {aasd:tF(a�;dl5"siXmkkKz u rf a:+�:t�:ds% • f .� � _ _ 1 �Y i ;ice"+ .� rt�.-J i 4 .. • _ �+ ����a3n31IlNd� --------.- ---- -- -------------------------- -----;------------------------------------------------------------------- ------- _ - ------------------------------------- ,--- �. -----------------------------------------------------------------------------7--------------------------------- ------------------------------ UJ -DIY) + =------=------------------------------------------------------------------------ w(SdI YI (SdI?I?� �(SdIA) Pun IVMON 1311b.4-vd . ' dWO3 (13) *ON 03!lddH SlN3NUM ONIM 'ZIuOH IV3L83n NOIiVA313 ON avol W. -lis --------------------------------------- SNddS EMU NO SONOI NOIS30 0308IN30NOO 00` 00` 00' 00' 00` 00' T',OT C, 00' 00` 00' 00 00' 00' Z'66 Z 00' 00' 00' 00' 00' 00' S`96 I (Ii -Y) (la -;f) ME, (SdIY) (SdIY) (4M ONIM Ol ONIN O! 0Nim Ol ONIN 01 3( UM :` IVW80N 131100 IVW80N .1311dadd OdOI A1I3013n 13n31 --S1N3WOW SOVOI ld1NOZISOH -------------------------- IVOI183AY ONIM 39HRU kno, S13n31 A09 lV SOdOI N9IS30 ------------------------------------------------------------------------------------------------------------------------ 30VJ O1NI ONIM - Z 'ON NOIARIO ONIM suotIoajtp E 1T2 aoi P20T alu2S-Wda 06 J0.1 ►aMo! 'JE; 9 qbt ��iZT T NOIlIONOO 0HO1- 31lI! `314IOt�C', dY:�X��X�is"sli:�:{ {aasd:tF(a�;dl5"siXmkkKz u rf a:+�:t�:ds% UNAnCU--:'vati l•L'1 iL Wtri LuNt'! (ch: y(iu!'('aIz C(0 , I I I LEi120' No, J5G Calcfnq !oilerJADING TITLE -LOAD CONDITION 1 120' #i5iC Cat. Tower for 90 mph-Sarje load for all 3 directions WIND GIRtCTIDN lvO, 2 -WIND IiaTO FACE . ------------------------------------------------------------------------------------------------------- HORIZONTAL COMPONENTS PARALLEL TO NORMAL TO WIND WIND (KIPS) (KIPS) .8G .04 PULL-OFF LOADS AT TOP OF TOWER. ------------------------------ VERTICAL MOMENTS COMPONENT 'PARALLEL TO NORMAL TO T ELEVATION ` _(FT) WIND WIND (KIPS) (K -FT) .44 .00 .00 TOWER DEFLECTIONS ----------------- TORQUE (K -FT) .00 TWIST (DEGREES) .40046 .00000 ------------ .00000 ,00000 ----------------------- 100000 .00000 0 DEFLECTIONS SWAY T ELEVATION ` _(FT) PARALLEL TO WIND NORMAL TO WIND PARALLEL TOWIND NORMAL TO WIND _ (FT) (FT) -('DEGREES') (DEGREES) .00 .000 .000 ,24543 .00000 35.00, .105 .000 ,19967 .00000 15.0. :. .369 .000 .65856 100000 --------------------------------------------- 111.00 1.083 ,400 1,65742 100400 TORQUE (K -FT) .00 TWIST (DEGREES) .40046 .00000 ------------ .00000 ,00000 ----------------------- 100000 .00000 0 UNARCO-ROHN GUYED TOWER COMPUTER ANALYSIS 'rA1c _ BOE TITLE jo. 45G Catalo,a Tuwer. JADING TITLE -LOAD CONDITION 1 120' $45G Cat. Tower for 90 mph -Same load for all 3 directions WIND DIRECTION NO. 2 - FIND INTO FACE ------------------------------------------------------------------------------------------------------------------------- GUY TENSIONS -------------- GUY GUY GUY INITIAL MAX. ULTIMATE FACTOR OF xxxxxxxxxxxCOMPONENTS OF GUY TENSION AT TOWERxxxxxxxxx9m .4, LEVEL NO, SIZE TENSION TENSION STRENGTH SAFETY )VERTICAL HORIZONTAL RESULTANT) x PARALLEL TO WIND NORMAL TO WIND x (KIPS) (KIPS) (KIPS) x (KIPS) (KIPS) i(IPS) (KIPS) x 1 1 3/16 EFS . .40 .01 3,99 335.91 .00 -,01 .00 .01 i 2 3/16 EHS .40 ,b7 3,99 6.00 .24 ,30 -,55 .67 i 3 3/16 EHS .40 ,67 3.99 6.00 .24 .30 .55 .67 -------------------------------------------------------------------------------------------------------- - ------------------- 2 1 3/16 EHS .40 .08 3199 48.39 ,04 -.07 .00 108 2 2 3/16 EHS ,40 ;97 3.99 4.10 .61 .36 -.67 .97 2 3 3/16 EHS .40. 97 3.99 4.10 ,bl ,3b ,67 .97 ---------------------------------------------------------------------------------------------------------------------------------- `:` 3 1 .1/4 EHS ,66 ,16 6,65, °41;01 ,11 =.12 ..00 .16 3 ` ,`,2 -1/4 EHS .66 2.50 6.65 2.66 1,91 .78 -1,41 2.50 3 3 1/4 EHS .66 2.50 6.65 2.66 1.91 ',78 ' 1.41 2.50 ---------------------------------------------------------------------------------------------------------------------------------- x EHS = EXTRA HIGH STRENGTH A?lIMUM-ANCHOR,LOADS ANCHOR ANCHOR VERTICAL HORIZONTAL COMPONENTS RESULTANT VERTICAL HORIZONTAL NO, kADIUS COMPONENT RADIAL TANGENTIAL ANGLE ANGLE (FT} (KIPS) (KIPS) R (KIPS)r- (KIPS) (DEGREES) (DEGREES) 1 96.00 8 3.04" ;f0 .,, 4,05: 41.43 -1,902 2.. 68' UNAR.17-6-ROHN GUYED I'7i[-'. (N'1`'1l E .. ',fFt; ,� ' TITLE:120' No. i5C Caialon. Tower �'1P3ADING TITLE -LOAD CONDITION 1 120' t45G Cat. Tower for 90 mph -Same load for aii 3 directions RIND DIRECTION NO, 2 - MRD INTO FACE ---------------------------------------------------------------------------------------------- SENDING MOMENTSY AXIAL LOADS AND LEG LOADS ------------------------------------------ ..., . » .. UI ENDING MOMEN T S1xm ; - t '� .: . =� ' . t•r �"" TOWER, ==+r EULER- '' ELEVA- PARALLEL NORMAL• AXIAL BUCKLNG XXXXXXTOWER LEG LOADSWU~x , LEG SPAN TION TO WIND TO WIND LOADS LOAD LEG A LEG S LEG C SIZE NO. (FT) (K -FT) (K -FT) (KIP) (KIP) (KIP) (KIP) (KIP) (IN) ------------------------------------------------------------------------------------------------- PSL= N ' LEG. FROM TO CAPACITY ELEV. ELEV. (RIPS) (FT) (FT) .00 .00 .00 7,2b 69.61 2.42 2,42 42 3.50 .55 _ ;. .00' . 7,23. s• 1.96 2.63 2.63 7.00: s: .92= x.00 ,-7.19 '' ' 1.64 2.78 2.78 10.50. 1;11 .00 - 7;16 1;47 2.84 2,84 1 14.00 1.12 ,00 7.12 1.45 2:83 2.83 -z -17.50 .94 , .00 7.09 1.59 2.75 2.75 21:00.59 .00• 7.05 " +F' .q�+1w87 ; 2,59, 2.59 24,50' ;05, ' 00 7.02 , 2�2y 2.36- 2:36'.- 28, 00 -.65•' .00zS 6,98 : 2.86 2.06 2.06 - 31,5G - -1.52: P.,, .006195 3.57. ¢ I,69 _ 1.69 ,Y �L 35.00 ,2.55 , 6.91' _ i - _ 4 , 40 _ 1.25 1.25 x.00 S5;00'-' _ ,_ ' -2.73 Y fi;00 6,44; X53.29 F•� X,40 ,., 43. ---------------------------_--------------------------- ; 1.02 .1.02 ,x39.00 •, _r i.80 00 T X6.40 ` r . 62 1.39 - _ - 1.39:... w1 93.00 - -1.12 .: ,GOt 6036 3.04 _ 1:66 1,66 47.00 -,70.;00 : `-6.3Z 2,68 1.82 1.82 2. }�. 51,00', ,54 _ ��100 -6,28 , ;:- s'� Z�53 ,1,87 _ 1.81. - �► 55,00 ;7 64 r .,._ 00 K6-.24: . . 59.0©'' J?' -1.01 00 6;20' r2;90� 1.65 1.65 63,006_4 4 6'16 sUO'.�,4616 F. x3.41 .-....1.37 1.37. 67.00 -2.53 4.i2 1.00 1.00 - - 71.00 �'� --3.65 * ;00 6.08 +.. 5,04 ,52 .52 75.00` ", -5,01 .; X00 .,�; `6.04 6.14_ -.05 -.05 -- ----------------------------- -----§= ---------- �--75`.00 Il 5.47 - `.:00 ;4.76; •' .65;79 --------------------------------------------------------- z� 6,10:>< . -.67 . -,67 78;60 , `-4,59 '00- 72. f'.. 5;36 -.32 -.32 82.20 -3.93 .00 4.69 4.80 -.06 -.06 85'.80 -3.48 .00 4.65 4.42 3 89.4E -3.26 .00 4,62 4.23 .19 .19 _ 93,00 -3.26 .00 ' '4.58 4.22 .18 .18 96.60 -3,49 100 4.54 4.39 ,08 .08 • 100.20 -3,93 .UO 4;51 4.75 -.12 -.12 103.80 -4,60 .00 4.47 5.28 -.41 -.41 107.40 -5,48 .00 4.44 6.00 -.78 -.78 '• 111.00 -------------------------------------------------------------------------------------------------------------------------- -6.57 100 4.40 6.08 -1.24 -1.24 05BR.. • TO ELEV. (FT) H n. YST,� U ­N`i�*!­l-ROHN 'UUYED 70WER COM"UTER ANAL -"-A' E j4 i13B TITLE i_70' Not 95G CatalogTower ;JADING TITLE -LOAD CONDITION 1 120' #95G Cat, Tower for 90 mph -Same load for all 3 directions --------------------------------------------------------------------------------------------------------------------- WIND DIRECTION NO. 2 - WIND INTO FACE BENDING MOMENTSY AXIAL LOADS AND LEG LOADS -%BENDING MOMENTS111 ------------------------------------------ TOWER EULER ELEVA- PARALLEL NORMAL AXIAL BUCKLNG xxxxxxTOPER LEG LOADSAY"m LEG LEG FROM SPAN TION TO WIND TO WIND LOADS LOAD LEG A LEG B LEG C SIZE CAPACITY ELEV. NO, ----------------------------------------------------------------------------------------------------------------------- (FT) (K -FT) (K -FT) (KIP) (KIP) (KIP) (Kip) (KIP) (IN) (KIPS) (FT) C/LEVER 111.00 -8.14 .00 .49 6.87 -3.19 -3.19 -------------------- 120.00 too ---------------------------------- too io 7 ------------- *13 *13 13 7 -------------------------------------------- 05BR.. • TO ELEV. (FT) UNARO O -ROU *,'` C'U'Y_LJ T UnC { .! Z; 3 , .i AtIrAL I J-.,: 991.t'.XXA9.XXA.XF..A:.?:.�N��.E%3.Xb.e.Pn3. i. tCa-YUM qH%Ss �Oe TITLE!120' No. 456 Cataio3 Tower iADING TITLE -LOAD CONDITION 1 120' 415G Cat, Tower for 90 mPt,-Sa,ue load for all 3 directions 1111_ MIND DIRECTION NO, 2 - WIND INTO FACE SHEAR AND DIAGONAL LEADS -•F _ rs XXXTOWER SHEARSx111, ;, • t • • - BRACE SIZE SPAN `" ELEV- t`PAkALIEL NORNAL'••xSHEAR FOR EACH TOWER FACE*$x xxxTOTAI}DIAGONRL LORDSxx$ +CAF AND/OR NO. ATION TO WIND TO WIND TORSION FACE 1 FACE 2 FACE 3 FACE 1 FACE 2 FACE 3 BOLT CAPACITY (FT.) (KIPS) (KIPS) (FT -K) (KIPS) (KIPS) (KIPS) {KIPS)' (Y,IPS) (KIPS) (KIPS) ` ------------------------------------------------------------------------------------------------------------------------ .00 .151 .000 .000 .105 ,000 1105 ,150 .000 ,150 3.50 .102 .000 .000 .076 .000 ,016 .109 .000 .109 4113_ - 17.00 j 1053 ,1 `..000 tPoo .047 .000 .047 .067 .000 ,067 10.50 .004 .000'. .000 .017 .000 .017 .024 .000 .024 j? .1 14,00 -.045 .000;OOU -.019 .000 -1014 -.020 .000 -.020 17.50 -.094 .000 ,000 -.044 .000 -,094 -,063 .000 -.063 �;.'. 21,00 -.143 .000 • 1000 -,074 ,000 _ -0 074 -.105 .000 -.105 24.50 ,192 `� 1,00E�' ;000 ` ,103 -1000 '=.103 " -.147 ..000 -.147 8,00:004 _,000 -.131 'yK.040 -_,lsi '-=1186- `.000° =.186 31-,50 ,I L.290.' ' .000 - 6000 ' ; -.158 .000 -.158 -.225 .000 -.225 35.00 -.339 '.000 - .000• -.183 1000 -.1833 260 .000 -.260 =- -- ----- -- -- = ---- --------- --------------------- ---------------------------------------------------------- 35;00- 242 ;000 c 1000 ,153 .040 153 .218 .000 .218 1 " 4 ;39.00 .179 - `,' .400 ,'A ~':.000 *118 ,000 .118 ,168.000 .168 ;293. GO s. ' .146 _ , '000 .040 1080 .000. , UBU -, r .115 . .040 - ,115 .038 '. ;000t _ ;004 ,042 ,000 .042 -,060 100E ,060 k= T 2 51.00 --.030 .000 .000 .004 .000 41004 .006 .000 .006 'F-4_ -n{ ,; " 55;00'• : -1098': -'.000 .000 -,035 .000 -,L'35 _ -.049 .000 -,049 1 rk; {59,OO�,Yt,166 '.040 ,004 ,073 �.00U ,073 -.104,: =.404,. -.104 :63=04 .234- :.000 1.000 -.110' .000 -.110 -.157 '.000 -.157 67.40'_'t,=.-,342 :-004 ..x.000 -.14.7 1000 -.147 -.209 _ .400 -,209 ' 71600 �-1370 .000' ' .000 -4181 1000 -.181 -.258 .000 -.258 . 75.00 '; ,-,438 1000 1000 -.214 ,000 -.214 -.345 , .000 -.305 -- ------ ----------- `-----='----------------------------------------------------- ----------------------- ilr. _.'...y-. ..--,1r-..�« ------- -- .. 75.00+_ ..221 000 Y .000 ,159 .000 .159 .227 .000 .227 r'%78 60 w .x~`,152 .000. ":, ;000 .125 .000 .125 .179 .000 .179 :- - - 82;20 - .084 .,000 .000 .090 ,000 1090 ,128 1000 .128 85.80 ,0i:• .000 ,000 .054 1000.059 .077 10utF 1077 i i( 3 89140 -.053 .000 .040 1018 .000 .V1' .026 ,000 1025 93,00 -.121 1000 .000 -.018 1000 -.018 -.026 .000 -1026 _ 96.60 -,190 1000 .000 -.055 ..000 -,055 -.078 1000 -,078 100,20 -,258 .000 .000 -1091 .000 -.091 -.129 1000 -.129 7 103.80 -;327 .000 .000 -1126 ,000 -11/26 -1180 .000 -.180 i 107.44 -,395 ,000 .004 -.161 1 06 -1161 -.229 .000 -.229 111.00 _063 1006 .000 -,19,5 >UWJ -11.0 -1�%�{ .'�:�J -,ilb --- =----------------------------------------------------------------------------------------------------------------------------------- j14HRCu IN �=liY=� i 3�r.n L=�i : z �n AN-! ;_ f�,l Ali: i { Ti r�i'[ij' NC. 9JG Laialo4 lower 1,,'jADING TITLE -LOAD CONDITION 1 120' MG Cat} Tower for 90 mph -Same load for all 3 directions MIND DIRECTION NO. 2 - NIND INTO FACE SHEAR AND DIAGONAL LOADS ------------------------ i�A:.•.. Sb IMTOWER SHEARSX1191R •, } , .. .. BRACE SIZE SPAN ELEV-` "' PARALLEL- f -NORMAL .'''. '''-xxSHEAR FOR. EACH TOMER FACEzxy_' x%xTOTAL DIAGONAL :LOADS%n + CAP ANVOR N0. ATION TO WIND TO MIND TORSION FACE 1 FACE 2 FACE 3 FACE 1 FACE 2 FACE 3 BOLT CAPACITY' (FT.) (KIPS) (KIPS) (FT -K) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) ------------------------------------------------------------------------------------------------------------------------ U/ LEVER 111.00 .9$0 .000 .000 .574 .000 .57a .$1$ .EGG .$1$ 120.00 .800 .000 .000 .469 .000 .469 .669 .E00 .669 '••� --------------------------------------------- ------- ---------------------------------------------------_-------------------- -.. .,.-.--......e.;..;.....:s.,�:-.�♦=.n••.T.-.�.:+.er. -l+ri; •3.*i.*r..-rte--rte..--�•-..•,,...'.---•�-- S' . [';fir-s,O}Ej !GiSy_G TOWER __�iP'_�i".. ANPILi`bi_ FAGS i !OE TITLE ;120' No, 4511' Cai.:3lo, T ewer ?GAGING TITLE -EGAD CONDITION 1 120'951' Cat, rower .or 90 men -Same iazU for all directions ------------------------------------------------------------------------------------------------------------------------ WIND DIRECTION NO, 3 - WIND PARALLEL TO FACE DESIGN LOADS AT GUY LEVELS GUY AVERAGE WIND VERTICAL -------------------------- HORIZONTAL LOADS MOMENTS LEVEL , VELOCITf LOAD PARALLEL NORMAL FARALLEL NORMAL TORQUE TO WIND TO WIND TO WIND' TO'WIND (MPH) (KIPS) (KIPS) (KIPS) (K -FT) (K -FT) (Y, -FT) 1 96,5 .00 .00 1170 .00 .00 .00 2 99.2 .00 .00 .00 .00 .00 .00 v 3 105.1 .00 .00 .00 100 .00 .00 :.t CONCENTRATED DESIGN LOADS ON TOWER SPANS ---------------------------------------- SPAN LOAD NO. ELEVATION VERTICAL HORIL, WIND COMPONENTS APPLIED NO. (FT) COMP. PARALLEL NORMAL TORQUE (KIrSi (Kip) (KIPS) (KIP -FT) .;> . CANTILEUERxxxxx 54 -- ----------------- / |' C _ , ^ OMP MIT iZT - . " MET,'o 000 ITT � zL ^""^, � � _ . .-- _ - ` OCCE^- ' OO000 ^ ° . ° . ZCT^ ' � OO^CC � 0�C6�^- - - - ' VOOOO^`OOO^ `''' � ~- � . _ 000',' �` OO^ ^. . " �~�.~ ° (S33,4030) (S]]U5]U) ' ^ `^' ��- �S]]85]O)�v ' ��� S3]8330 � ' . �~��^ '�1J>- ~,-' ' - �.-� ^' �' (11) '' ' ' PF 1�� `� . �� � iffl� �� 0.1311MMe QNim 0 lMON ONIM 01 131IV8Vd NOIIVA313 �VHS SN0I12]lJ30 ' . -`'SNUI1J]13]0 U]HU1 ^ . OO^ 00^ OO^ . OP OO^ 08^ (SJIX) <S6IU> ONIH ' HIM 0NIM ^ . UNIM ' ]0OUU1 01 ~� ' ` 1N3NOJNO3�'-� - ' S1N3NON `~' ' ~-�-� -lVJI18]A ` - '-�~SINBOdWO5�1VINGROH ------------------------------ 83MO1 A JD1 IV SOVOl JJ0-llRd " -------------------------------------------`----------------------------------------------------------- 113VJ 0 ljl-',IV6Vd 0NIM - C 'ON N0l�HIO GNIM ' sooTIoaJTy C Tlo JOA Ppol aweS-4um 06 J»J Jam»1 ^�eJ 5��# .OJl T NOI1ION0J OVUl- ]l1I1 5NI0VO^ 48wnl 5C� 'oN .-6ZT|]I!I� x�� xnnsoxmmumx mc -1-11 1-HEME9 ZV5V— ziii ZZ'E -- #00796 T .' ? (SdIN) (SdI)i) (SKA) (SdIa) (lj) IVIIN30NVI IVI0tl8 IMMOdNO3 SllIatlH '0N 1Ntl110S38 ltliNOZINOH 1tlSMNOdNO3•3I183A 80HOW 80H3Ntl. t ' L' � '= rRf `17' e..Y --------------------- SOa"1 80HONV NONIXtl41 S0, I WT ;rA..., t b0'- ------------------------------------------------------------ 9T, 90, ZT'- LT'T Lb' 6L' 8T9, 68'0 (S338330) (S33833a) �3l9Ntt��r_ "K 319Ntl •• `,�ltl1NOZI�JOH 'k '. 1tl3I183ft' ----------------------------------- 0P SH3 9T/E ------------ T' - -------------- ES' OS'- ZO°- 6T' 9S'S� ----------------------- ^-------,'------------ ql' Q9''` SHa/T ZV5V— ziii ZZ'E -- #00796 T .' ? (SdIN) (SdI)i) (SKA) (SdIa) (lj) IVIIN30NVI IVI0tl8 IMMOdNO3 SllIatlH '0N 1Ntl110S38 ltliNOZINOH 1tlSMNOdNO3•3I183A 80HOW 80H3Ntl. t ' L' � '= rRf `17' e..Y --------------------- SOa"1 80HONV NONIXtl41 ET' S0, I WT MIT 99'- b0'- ------------------------------------------------------------ 9T, 90, ZT'- LT'T Lb' 6L' BS, "SP- - £n'------------------------------------------------------------ ET' S0, I L0' H19N381S HOIH tl81x3 = SH3.;:. SH3 9T/E E T <; o.. 68' Z' •`--- ----------------------------------- 0P SH3 9T/E ------------ T' - -------------- ES' OS'- ZO°- 6T' 9S'S� S9 9I ql' Q9''` SHa/T Ob' SH3 91/E SZ`Z'' 9919 9612 - , ': 99' 'SH3 b/T - Z (SdIl) (SdIN) _L' 0919 C-919 TO'T 99' SH3 b/T T r.£ E . ----------------------------------------------------------------------< 01 1311tl8dd t 60' 7'SZ 66'£ 9?' 0b' SH3 91/£ E Z ^: W Ob'£ WE L T' T Ob' SH3 91/E Z .`z ...,. -10WIllO 9E' 9819 WE 8S' Ob' SH3 91/£ T • 7� ---------------------------------------------------------- A03 --------- fl. ET' S0, I L0' WIDE WE ET' 0b' SH3 9T/E E T <; o.. 68' Z' 091� WE H.' 0P SH3 9T/E ' T' ES' OS'- ZO°- 6T' 66'L WE £'_' Ob' SH3 91/E T T w: (SdIN) (SdIB) (SdIl) (SdIN) (SdIN) (SdPi) (SdIX) aNIM 01.1MON aNIM 01 1311tl8dd t X1Ntl110S38 IVINOZI80H 1V3I1e3jjX " '113jtlS' MUM; NOISN31 •'NOISN31 '- 3ZIS ' ' ON �xx x�c x83M01 !tl NOISN31 M JO SiNBOdW03AXXXXXXXXXX j0 8013tlj -10WIllO ' XVW lviiiNI M5 .109 .109 -------------- SNOISN31 A03 ----------------------------------- -------------------------------------------- --------------- -------------------"-_-_-_ Ir.. 33VJ 01 l3lltl8tld ONIM - E 'CN N011 MUO ONIM L+' SuotlaaJTp C sTe ,:o.;. p20T auS-uim O6 joj ,samol .??3 `1S7# 07T ? NOIIIO'iO3 Ot101- 31111 ONIOb �. `-T _`_'' �I�nl �f�i y�1Ii3_ 1 ;_�I?�± n31,11`? NH'u3l!-'_' �y��fl 'r. .. .'•� r .err. - �� . r.-- i�i;L ('i.-R�inN !alit FI) TOvt_;1 I iiFl "Lil_i+, ??�iH j3:.? P:.s�'�g3€Ms'Y AX AAAXA 1OB I T:E11201 No. 450 Catelog Tower OAOING TITLE -LOAD CONDITION 1 120' #45' Cat, Tower for 90 mph., -Sane load for a" 3 directions MING DIRECTION NO. 3 - WIND PARALLEL TO FACE ---------------------------------------------------------------------------------------------- 0 LEG "- -LEG FROM TO SITE CAPACITY ELEV. ELEV. (IN) (KIPS) (FT) (FT) BENDING MOMENTS! AXIAL LOADS AND LEG LOADS ------------------------------------------ x*BENDING MOMENTSxxx - _- TOWER EULER •-ELEVA ."PARALLEL'.:'NORMAL-:='AXIALS.-BUCYLNG'salaxxTONER LEG -' LOADS xxxxxxa ;i SPAN TION TO'WIND ' TO WIND LOADS LOAD LEGA LEG B LEG " NO. (FT) (K -FT) (K -FT) (KIP) (YIP) (KIP) (KIP) (KIP) ------------------------------------------------------------------------------------------- - .00 .00 100 6.55 69,61 2,18 2118 2.18 . 3.50 ,63 .00 6.51 2,17 2,62 1,72 7.00 1.09• .00 6.48 •2.16 2.94 1,38 10,5u 1.365 x.00." 6,44 ' .1 2,15°'r 3.12 1.18 1 14.00 ' 1.45' .00 = 6,41 2,14 3,17 1.10 17.50 1,35 .00 6.37 2.12 3.09 1.16 ;i 21,00 1.07 .00 6.34 2.11 2.88 1.35 r ,. .:. ,.' ' 24 50:... , k..-�.61''�. • .00 �-"'t 6.30x_;' ; '�., � ' `,,2 .2,10 ^ 2,54 1.66-' N• •, " --•`'28,00 �. -, 02, . 6 00 * , . _ b,[/ •�; _ � _ X09 - . 'L,07•• - 2.11- ^` -.83 .00 _ 6.23 { 2,08 1.49 2.67 f 131,50 35,401 1,80 ;.00 _ ' - 6,20- _ _- 2.07 ,78 _ 3,35 ----.46'-----3`;i--- ` -- 1--� _35,04~"- 1.99 k...._w ��)0 ti ,+66```53;291 1-.897 39.00 w. x,98 • ::00 5:62'= ; ,_ ..' 1,87'"= 1117 2.5.7 ,'-.Z4 sr x;00'_ 5,58 - C y X1.86` t 1;69 2,03 . 47.04 =.24 , .00 5.54 � ._ r ,{' ,x`1.85 2.01 1.68 2 51,00 .' : .44 .00 5.50 -1;83-. 2,14 1.:52 55#44, r. a36 w. _ --00-., 5.% .� '_ 1,82- 2.08 ,.: 1.56 59.00� �.«.01� .UO' 5,42,:`;x" r' 1;81° 1,81 1,$0 h 6300 ' ',; ` ' .61 .00 x5.38, :� �.� ,1,79.,, 1,36 2.23 i 67.00. , 00 % 1.78'. .71 2.85 71,00;, ;;-1;50ri -2,64 .�T, 40' '+ 5.36'R `-1,77- -.12 3.65 4 75.00': - 7i.03.L'­!- .00 , .5,26�= '• �: -1.75 -1.13 4.63 -------------- - -- - _ ;--------- 4.48,, .v0 --- -_-� ----------------------------- 4.07. " -*-65.79 -1tT Y1,36 ' -1.85 4,56 f• ; 78.60, `;- „ � -3,67 � `-,OOr -':4;03 ;`_t -,`1,34 -.71.28 3,96 z `•82,20 . "' -3.08 ;00 3;99 `" '"` {'• 1;33 - -,87 3,53 85.80 -2.71 .00 3,96 1.32 -.62 3.26 3 89.40 -2.58 .00 3.92 1.31 -153 3,15 F; 93.00 -2.68. .00 3.89 1.30 -.62 3,21 96.60 -3.i%U .00 3.85 1.28 -.86 3.43 100,20 -3,56 .00 3.81 1.27 -1.27 3.81 103,80 -4,34 .00 3.78 1.26 -1,84 4.36 107.40 -5.35 .00 3.74 1.25 -2.57 x,07 111,00 -------------------------------------------------------------------------------------------- -6,56 ,00 3,71 1.24 -2.45 5.9'2 0 LEG "- -LEG FROM TO SITE CAPACITY ELEV. ELEV. (IN) (KIPS) (FT) (FT) UNARCO-RONN GUYED T�DWER C:C'.M"PU ER ANALYSIS ''rA�H =1 'fi i3L=t1L0` No. +SG Caid?. TWer •J TITLE -LOAD CONDITION 1 1120' #i5G Cat. Tower for 90 mph -Same loans for all 3 directions ------------------------------------------------------------------------------------------------------------------------ WIND DIRECTION NO, 3 - WIND PARALLEL TO FACE • FENDING MOMENTS► AXIAL LOADS AND LEG LOADS W1BENDING ------------------------------------------ MOMENTSINA 4 -'� TOWERor+;.EULER * •'ELEVA-' PARALLEL' NORMAL ' - AXIAL —-BUCKLNG'gIxxxgTOWER': LEG . LOADSX)Kx$)gxx -,LEG' .' ,r LEG FROM TO SPAN TION TO WIND TO WIND LOADS LOAD LEG A LEG B LEG C SIZE CAPACITY ELEV, ELEV. NO, ---------------------------------------------------------------------------------------------------------------------------------- (FT) (K -FT) (9 -FT) (KIF') (KIP) {KIF) (r;IP) (hIF') (IN) (KIPS) (FT) (FT) %LEVER 111,00 -8.11 .00 ,49 116 -5.63 5.96 ---------------------------------------------------------------------------------------------------------------------------------- 120.00 .00 .00 .40 .13 .0 .13 1 V. ASA:' rc Jt<A=:CLs-F:1-511 N C 'r= i - - U. - 1,'n E.�*.X.As.A:X:SAXAAt.)Kw9wA.:lXx!XX.XXxAXAif..XW,e.Ax= #AXA PAG i 1 i Lt e 120' No, 46 ..ata l oQ I owe,' f>_ijAvINC TITLE -LOAD CONDITION 1 120' #45C vat, Tower for 90 mE:-Sip-me load for all 3 directions WIND DIRCCTIUN NG. 3 - WII ivL PARA! LtL TO FACE ------------------------------------------------------------------------------------------------------------------------ SHtAR AND DIAGOtdA LOADS ------------------------ xx%TOMER SHEARSANXID _SPAN:.: ELEU-� .PARALLEL NORMAL NO,_- ' ' ATION: 7 -TO BIND TO NIND TORSION (FT.) (KIPS) (KIPS) (FT -K) ---------------------------------------------- .000 .044 .000 .004 .004 .004 .000 .044 .404, .000 .000 'SHEAR :FOR :EACH TTOWER;FACExxx xxxTOTAL.DIAGONAL LOADSx)K1 FACE 1 FACE 2 FACE 3 FACE 1 -FACE 2 FACE 3 (KIPS) (KIFS) (KID'S) (KIPS) (KIPS) (KIPS) -------------=---------------------------------------------- .069 .138 -,069 +498 .197 -.098 .052 .104 -.052 .074 1149 -4074 .035 .070 -1035 .050 .100 -,050 .017 .035 -.017 .025 .050 -.025 .000 -.001 .000 .000 -1001 .000 -,018 -,036 .018 -.026 --.051 .025 '.0.115 -e071 .0:5 -1051 '1101 .050 -.USB -,105 .052 -.075 -.150 .070 -..069 7-.13.9 .069 -1099 -.197 .099 -.085 ;!--'l 71 .085 -.1122 -.243121 . -.201 .101 -.144 -.281 .143 .44 , 169 .000 .001 3,50 .120 .000 .001 7.00 .071 .000 ,051 . 10,50. .022 .004 , .129 1 14.00, -,027 .400 ` 17.50 -.076 .004 .005 21.40 -.125 .040 .001 24.50 -.174 .000 ' 28;00 . "-,223 . ,000 -.012_ 31-;50' -.272 .004' -6 00 35;00 `" -,321 .000 x ' 67,00'- _.279 0,000 _ .000 .044 .000 .004 .004 .004 .000 .044 .404, .000 .000 'SHEAR :FOR :EACH TTOWER;FACExxx xxxTOTAL.DIAGONAL LOADSx)K1 FACE 1 FACE 2 FACE 3 FACE 1 -FACE 2 FACE 3 (KIPS) (KIFS) (KID'S) (KIPS) (KIPS) (KIPS) -------------=---------------------------------------------- .069 .138 -,069 +498 .197 -.098 .052 .104 -.052 .074 1149 -4074 .035 .070 -1035 .050 .100 -,050 .017 .035 -.017 .025 .050 -.025 .000 -.001 .000 .000 -1001 .000 -,018 -,036 .018 -.026 --.051 .025 '.0.115 -e071 .0:5 -1051 '1101 .050 -.USB -,105 .052 -.075 -.150 .070 -..069 7-.13.9 .069 -1099 -.197 .099 -.085 ;!--'l 71 .085 -.1122 -.243121 . -.201 .101 -.144 -.281 .143 .094 '35.00 .265 .000 .001 -.134 J 39._.00' �-.197 ,000 .001 .104 .211 -1104 ,051 . ,103 -.050 • c�43,00 ., , .129 .000 .001 .058 47.00 2061 a .400 .001 .005 2 _ 51.00 _. -,007 .000 .001 -.006 55.00 _' -.075 .000 .001 -.050 59.04-,143 -.012_ .000 ,_001 � -6 00 ... w -;•211 - ; '000 -,001 x ' 67,00'- _.279 0,000 _ ,001 -.170 71.00,F,r 347; ,, .000 .001 w ¢, 75,00•- Y -.415 .000 .001 -------------- ------------------------------------- 75,00 - -, .231 ' .000 ,001 _ '^ 78.60` -� .163 .000 .001 .174 82,20 ',',094 .000 1001 .065 85.804 _ .026 . .000 .001 G 3 89,46 -.043 .000 .401 .129 93.00 -.111 .000 .001 .032 96.60 -.179 .000 .001 -1001 100,20 -.248 .000 .001 103.80 -.316 .000 ,001 -.042 107.40 -.385 ,000 .001 ` --------------------------------------------------- 111.00 -,453 .000 .041 .094 .191 -.094 .135 ,272 -.134 .073 .148 -.073 .104 .211 -1104 ,051 . ,103 -.050 .072 .147 =.072 .028 .058 -.028 .039 .082 -.039 .005 .0111, -.005 .006 .016 -.006 -1019 -1035 .019 -.027 -.050 .027 -.012_ - 081. .`042 -,.059 -.115 .059 -.064 -.126• .064 =.692 -.180 '.091 -.086 -.170 1086 °-,123 -.242 .123 -.107 -.2112 .107 -,153 -,302 .153 -.128 -.252 .127 -,:82 -.360 : .181 ---------------------------------------------- .174 -;085 .122 .248 -.122 .065 ,:BB -.065 .093 .189 -.092 .044 .090 -.044 .062 .129 -.062 .022 ;048 -.022 .032 .068 -.032 .001 .404 -1001 ,4011 ,045 -1001 -.021-.055 :430 -.042 -1082 .442 -1060 -.116 .060 -.064 -:124 .063 -.091 -.177 .090 r -.'66 ,v -,121 -.237 1210 -.247 .110 -.1511: -.296 .150 -------------------------------------------------------- BRACE SIZE + CAF AND/OR BOLT CAPACITY (KIPS) IIN - ' ni:Y, - WI r-, nr ur�AF:1, R i'l i �, '_ i l�rlr rJf9; :l : R ANAL f h --J06 No. i5C CzT,ai_; lower JADI)�C TITLE -LOAD CONI%ITiON 1 12�f'u,G Cad,. Touter for y0 i�Pn-Saye load for all 3 directions : - NIND DIRECTION NO.: - WIND PARALLEL TO FACE ------------------------------------------------------------------------------------------------------------------------ SHEAR AND DIAGONAL LOADS ------------------------ AUTOWER SHEARS11911 BRACE SIZE SPAN.., ELEV- PARALLEL NORMAL, 'AASHEAR FOR•EACH TOWER FACEm. xn TOTAL DIAGONAL'LOADSwxx + CAP AND/OR NO, ATION TO WIND TO WINDTORSION FACE i '''FACE 2 FACE 3 FACE 1 FACE 21- -FACE 3 BOLT CAPACITY (FT.) (KIPS) (KIPS) (FT -K) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) ------------------------------------------------------------------------------------------------------------------------- ULEVER 111.00980 .000 .vov .330 3 .561 -.330- .471 .942 -.471 120.00 .800 .000 ;000 .270 .;40 -.270 .38, .770 -.385 --------------------------------------------------------------------------------------------------------------------------- ;:a ` . UXAkCO-ROHN CUyED TONER COM7 U7[R ANAL7blS muxx�uxznumxxxuuuuuxumuxuummmxvumxumuxuxm ^1OB lI7L[|12k' Ku^ �5� Cata!n3 iuver 'g�r� FOUMDATI8N 0A.A . -_----____- � A) ANCHORS AND RODS ' --------------- � . � ANCHOK ANCHOR DESIGN LOADS . NO- � _ TANGENTIAL ANCHOR �ANC80RANCHUkkOD�SLUPE DESIGN LOAD 77!'' " '` v '' '' COHP0NENT 'COMPONENT �COMPONENT BLOCK REQD ROE) LOAD' ROD 8EQD DEGREES — ` CAS[ NO. � (FT) (KIPS) (KIPS> (KIPS) ( � ) ' l � 96^00 3^21 -3^77.00 1A 4^95 � 10^3 10,2/12.0 CASE � ' DIRECTION 1 � . �" �'8) BAS[ PIER ' .. � MAXIMUM VERTICAL REACTION AT SASE = 7.26 KIPS ` ��- . NUMBER—_ �WIND: .��.~^�^ +~`~~^.^^^^`.^°""°�° � ~^ � � . . � . � w.+����� | � . .' . i - ' ~ . �. � . ° CUS�ONBK� ________________ J�DHIRIII� -------------------- DATE'. FILE NO| _____ ________ _________ AUE ___________________________________ CUYE0 TUNER PROGRAM - SUMMARY SHEET ___________________ BE OF ��S __________________________________________________________________________________ SPAN NO. 'ELEVATION 000uKAXIMUM LEG LOAUSmmmmzmu LEC LEC SECTION BRACE BRACE muxuuMAXIMUH BRACE LOADSum/ __----------------_----------__-_----_-_-----_ WIND l WIND 2 WIND 3 CAPACITY SIZE REQ"D SIZE CAPACITY WIND 1 WIND Z AIN0 3 1 ^OO 2^10 2^42 2^18 80057KC. T31,25X18Gw" 15C B&N7/16�Sw8id 8°50' --___-~___-_____-_- ^18 .15 .2O 1 3,50 2,62 2^63 2.62 9,%(T)` � ,13 ^11 ,15 1 7,00 3^01 2^78 2,9q .OY .07 .0 1 10^50 3.2i 2^89 3,12 .05 .02 ,O5 \ 14^00 3^32 2^83 2.17 1)2 ~0O 1 17^50 3.24 2,75 3.09 -.Of -,06 -,O5 1 %\^OO 3^02 2.59 2,88 -^08 1 24^50 2,64 2^36 2^59 -^13 -.15 -.15 1 28100 2^12 2^86 2111 -,17 -119 -^2O \ 31^50 2^26 3,57 2,67 � � -^21 1 35^00 2^69 9^9O 3,35 -^25 -.26 -.29 � 2 �.00 Z�3 ��� ���������� ��j^9O , 3^31 / '1i 501 ^25 ,22 � ---'----- .27 � 2 39^00 � `2�8 ' 3,62' �' 2�� � ~� `- � � ' � ^19 ^17 ^2\ 2 ^ q� OO 1°82 3^O9 Z^O3 �' �'-�-��-'--- -------------- - ^1i � ^11 ^15 2 47^00 2^2f 2^68 2^01 ,08 ^06 ^08 2 51^00 _2,q3,r �2^53- 2^19.O2 101 .O2 2 55^00 2^39 . 2^61 �. . 2^00 . -.Oq -,05 -.05 % 59\00 2^12 2,90 . 1^0l -^O9 ^10 -,12 % 63^UO `� 1^74 ` ��L91 ' � 2.23 � ' ' ' -^15 -,16 -^0 Z 67^00 2^08 q^12 2^85 -,ZO -^21 -.29 2 71.00 2.53 5104 3^65 -,26 -.26 -,30 2 75^00 _3,00 `6,1q 4^63__ _ . .� _ -,31 -.3V ',36 3 ` 75^00 ' � ��_6.'10`: ` 2,87 . �� �6^,1O`:'`'� 9�`6 � BAR7/86 Solid 8'050/ ^20 ^23 .25 3 78^60_ 2,59�^_��^36� _.� 3^96 ' . ' .15 .\8 .�Y 3 82^20 2,30 . 9^80 3^53, � ----- - 3 85^80 2^16 . 9^q2 3^26 .05 ^06 .O7 3 89^qO ' 2^12 '1,23' 3,15 ` - � ^ '� -101 ,03 .O1 3 93^00 2^17 4,22 3,21 -,06 -,03 -.O6 3 96^60 _ 2,32 4,39.- 3,93-,O8 ^ 3 100^20 2^56 ' 4^75 3.81 -,D -.13 -.18 3 03^8O 2^90 5,28 1^36 3 107^qO 3^33 6,00 -^2/ -^23 -.3� 3 ------------------------------------------------------------------------------------------------------------------------------- U1^00 -4,26 6^88 5^92 ' -.28 -.� i .1�. UtiE i D�it. F11 = NO G,y -------------------------------------------- --------------- ------------ JOB DESCRIPTION TACE OF ---------------------------------------------- GUYED TOWER PROGRAM - SUMMARY SHEET ----------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- SPAN 140. ELEVATION XXXIKAXIMUM LEG LOADSXXXXXXX LEG -LEG SECTION BRACE BRACE 111xaNAXIMUN BRACE LOADSnn WIND 1 WIND 2 WIND 3 CAPACITY SIZE REO°D SIZE CAPACITY WIND 1 WIND _' WIND ---------------------------------------------------- �«—- .. ----------------------------- ClLEVER .1111.00 -6.51 5.61 5,96 -10.57(C) TSI.2914G8. '45G BAR7/16 Solid -'.61 .OL 117` C/LEVER 110.00 .13 .13 .13 9.K(i(T) a; ,67 .61 ,% ---------------------------------------------------------------------------------------------------------------------------------- BASE PIER REQUIRED ............... = CB- 2 - NOTE NOTE - ANCHOR BLOCKS AND BASE PIER DESIGNED IN ACCORDANCE WITH E.I.A. RS -222 #'Vi k PERMIT NO. ei �r b l PERM. ..,cp cr S _ :z{-13 -Q I S've-e, � � - IK OWNER CMICK KNIGHTEN A O6, . ' ao � !j'" 9� Zy ;CONTR. owner f�� ZED` 1• � .. -+ASSESSOR PARCEL � - �- is ?8 f� �i'�'�`►-�'' oar'. Jy E/S Cohasset Rd, just past Golden Emp LOCATION CL o 47 l�06 J D�� Broadcasting • • %•^rod + � �'A!�✓�N �� CS %�/• - , • � { H" ,r Mit sr� .�• x. r ;Temp. Power Pole Y_ Called PG&E �\ Temp. Elec. Service _ i. Called PG&E — i y +f'emp. Gas Service _ Called PG&E — ��t:i I JOB FINALED (Date) - r w Signature r fi u = OK 0 1s(pt OK Not ' = Not Reaable dyMOBILE HOMES ` MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DEC KS,COVERS,CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch I 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P11t. / /"Nat. or/ /"L"ft./ P'LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel board s -Ins. to Main in Conduit Card -61 Date Card -B1 Date Card -81 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -131 Date Card -131 Date Card -131 Date r a n = OK 0 = Not A App Not licable RESIDENTIAL (Single and Duplex) -r Not Ready ' Date UN LOOK (Plans) OK except #'s Date FRAMING (Continued) lgrning-Setba 45. Hangers -Post Caps -Anchors -Connectors . tg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ P' Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance > 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 /7' Date'f-/Z-V�Card-B1 Date Card -131 Date Card -81 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion AirrBaffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 Date Card -81 Date Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -131 Date Card -131 Date Card -81 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- in Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -61 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) OWNERS NAME: ADDRESS: BUILDING SIZE/AREA: CERTIFICATE OF -ROOF COVERING A.P. #: PERMIT #: BUILDING USE: FIRE HAZARD ZONE ALLOWED ROOFING FROM LISTS BELOW [� VERY HIGH #1, #2 [j HIGH #l, #2, #3 F] MODERATE #1, #2', #3, #4 LIST #1 LIST #3 CLASS 'A' ASSEMBLY CLASS 'B' ASSEMBLY CLASS 'A' PREPARED ROOFING BUILT-UP ROOF PER 3203(e). CLASS A OR B PREPARED ROOFING LIST #2 Q ASBESTOS CEMENT SH_INGLES Q METAL ROOFING �] CONC. .OR CLAY TILE ❑ (OTHER FIRE RETARDANT ROOFING) Q SLATE SHINGLES LIST #4 El (01111-R NON-COMBUST.Hikl-: ROOFING) CLASS 'C' 235# ASI)HAL'1.' SHINGLI?S I HEREBY CERTIFY, I INSTALLED ROOF COVERING AS INDICATED ON THE ABOVE BUILDING, TN CONFORMANCE WITH STATE AND LOCAL REQUIREMENTS. FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. January 1988 :y'.,. ,� --rte �. ., ....r.-.... .� s.��.wa..i..—.-_..� .. c -'k,,; ,: "«:.a• Y. ,��.•i.i, .•p.•,�-1.. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS Y i 196 Memorial Way, Chico — Phone: 891-2751 j 7 County Center Drive, Orovil;e — Phone: 538-7541' 14, 747 Elliott Road; Paradise — Phone: 872-63071 CORRECTION NOTICE . J f I( V r— v I I ER & PERMIT NO. A routine inspection indicates that_the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt r, or need additional explanation, please contact this office immediately. Mrs -MEM' ilr l /J tel. -.i .�V-� J_� _ r • ' r./ Date G �!J — Inspector/`C��^�✓� COUNTY OF BUTTE —r� DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. if you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. �. 4- ri 4 ,-t/ tv 5 11 yr J,*< I!i� ✓Y� T -&� "// X G_ 1 ((�j� / (c7vllx� ^1%- 4( X - / `L� Inspector q- i z - ?y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 Eourity Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. / ASSESSOR PARCEL NUMBER 56-07-78 ZONING TM -5 BUILDING PERMIT OWNER Chuck Kni hten (Home)895-3876 Work TELEPHONE 891-3401 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1080 Tracy Lane Chico 95926 lqt RENEWAL CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN -4- Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 34.25 ARCHITECT OR ENGINEER Cal Bachman LICENSE NO. Plan Checking Fee $ - Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 44.25 PLUMBING PERMIT Filing Fee 10.00 11000 Cohasset Rd., Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex Mobilehome❑ Other Tower & Transmitter Bldg SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ OtherFA Describe work: 1st Renewal of B.P. #1067-89 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): < ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BuSlnesS and Professions Code and my licensed is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.tr OR ADONS. C ACC. BLDGS. ) , 2�20scift NEW CONSTR.ULT].OUTLET NO N•R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS tr SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES 20050t SAL®30 FIXED Ex. Occup. OUTLETS PRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 6yirin g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Q/I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ . Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 s id County i nseq ce of the granting of this permit. X Date ��� i 9U Signature of Applicant — Wner ❑ Contractor E]Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ructures oovv�er 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $44.25 HAz CUA PARK SCHL FLD PAR PD HD Issue ✓ Th;s permit is nereby issued under sions of the Butte County Code and/or work ) ated above for which fees OR OF IC VV PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date rReceipiNo.-b,3c72� P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENVOF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE OROJIL°LE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No, OWNER �NIJGk i� �1 �r7O/£.J A. P. No. Proposed Building Use 6or ,?e1VXA-/d L_ 0AB10 Itt lding Inspector C's"i Date At time of ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid ............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit .................................. . 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (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 Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26.' 27. When you issue the permit, process as follows: _41mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant L4 -�,a ��. Date:1 Copy of plans sent Health Dept., Fire Dept., Other Date 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---nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW .1- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroviile, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSES g PA�^AMBER 7 (� 55 ZONING T>�— S" BUILDING PERMIT OWNER CN vcx y� ��,.� ,� g 95=.72 �y. TELEPHONE s 9Z_ SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS OC3 o VR,ec L.�- C l�S 9 L CONTRACTOR'S NAME V � TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCH IT CT OR ENC�tpEER , LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT JR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ACDRESS Permit fee $ . Z� PLUMBING PERMIT Filing Fee 10.00 0 a���� ��� Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMECEL ..- ,> PAR MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ I P101"I'le- . SPE I FY C Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New ❑ Addition ❑/ Remodel ❑ Uti Ii ties ❑ Installation[] Other Describe work: Gtr �'� O` ,efiiICI6 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification d1, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I ism exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.✓) OR ADONS. ACG. BLDGS. I yZQsgft NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex.OUTLETS OR FIXTURES Ex. Occup( 1.20950C eA�93G FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.)EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I lave placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that l have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 liabilen s, costs, and expenses which may in any way accrue agai't:es, judgm nst s id C unty in seque c of the granting of this permit. i[ �Z_Q� X Date ` - Signature of Applicant — ner � Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of struc:-_.res over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONSTTYPE TOTAL FEE $ L/''2 -S- HAz CUA PARK SCHL FLD PAR PD Ho I IssuE This permit is Hereby Issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By —­­ M,,,,, the applicable provi resolutions to dL have been paid. WORKS Date /° 3 Receipt Nc. �6 7 S,2 Q COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Orovil,le, CA 95965 Phone: 916-53877541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has' been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement '(yes or no) W22 2. I (have/have not) LOI,.� signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction:. Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date .d.._ la —qO NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 79P APP -4 ATION AND PERMIT ASSESSOR PARCEL NUMBER A ZONING _5 BUILDING PERMIT ' OWNER C,14()M �GT� 8qj-3�0 TELEPHONE _ 7(o SO. FT. OCC. BUILDING VALUATION a,-,/ e �/b OWNER'S MAILING ADOR SS / O g d rRn£y 4." C FNcv 5`9f26 CONTRACTOR'S NAME pwNE-R— 13th tL-0eR_ I TELEPHONE 1?9/-3yol ' CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00. LENDER'S MAILING ADDRESS Permit Fee AS. 56 $ ARCHITECT OR EN NEER A C LA�I���rt-J�I LICENSE No. Plan CheckingFee , Energy Plan Checking Fee ' $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 3co p_ $1co Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 �� S '114Each Trap - 2.00 �Sr i'✓t?,� Solar or heat pump water heater 20.00 OT NO.' SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ez TYPE OF WORK New e Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: -Ry 1,t -Df .&I G Mb --tom WL&Contractor i t�4u-I A V% -N(! Permit Fee $ -� 0. 0 - ELECTRICAL PERMIT Filing Fee 10.970-1 600V OR LESS Main Main service 100 OR LESS 10.00 �Q 100 AMP OR LESS Main service EA. ADD -L 100 AMP 2.50 ONTRACTORS LICENSE LAW I declare under pen I y of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, 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 contract-'Misc. ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.pI\ yz2sgft OR AODNS. ACC. BLDGS: I NEW CONSTR. MULTI -OUTLET 2,50 ea t NON.RESID .BRA CH CIRC TS (POWER APPARATUS hl SINGLE OUTLET CIR. / Ex. Occup( 20e50e OUTLETS OR FIXTURES eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities. 15.00 Wiring 15.00 Permit Fee $ Contractor 0RKMEN'S COMPENSATION INSURANCE I declare under ally of perjury (check one): 17 The ermit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making. this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such ,provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 i Ventilation Permit Fee $ Contractor I certify that I have read Ithis application and state that the above information is correct. I agree to comply to all County Ordinances and 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. 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 s id Co n y 'n onse ce of the granting of this permit. X Date' 3 Q � Signature of Applicant — Owner 9 Contractor ❑ Agent ❑ An OSHA permit is required for exca tions over 5'0" ep and demoli Ion or construct- ion of structures over 3 stories in h81971T. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. I CONST.TYPEJ SC, �FLOODI PARCEL PD s This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. IR TOR PUBLIC WORKS j By Date q PERMIT EXPIRES Date_1_1_.4 Receipt No. d� l w D WHITE-D.P.W.. YELLOW -ASSESSOR, PI -INSPECTOR. a ENROD-APPLIC T COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE„,CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. V OWNER C Vt�G��. K �1:�fien ! A. P. No. 0 G�7- 1 ••- Proposed Building Use 3 6r'6 -,t Building Inspector (D-4 Date ! "( At time of permit application, I was advised the following data must be submitted prior to permit processing and1or issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans, 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. Statement of Intent for Non -Heated and AC Buildings.. . C4 Fees of $ 3 • . 6 . oo H Letter of signature authorization. . . . . . . . . . . Sanitation approval from C-�`� c-0 - Health Dept. 11. Planning approval for (A) Use: �_ (B) Parking: lam/ to ll 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑.) _15. Improvements may be required. . . . . . . . . . . . 16. Mob* home Installation Data. . . . . . . . . . Pre-Inspec. request to (Dote) e -Inspection for Required. Building Inspector Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 1 Engineered trusses'in duplicate (required prior to plan check). c- c 5 S '? When yo�x Issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone �`i! r -3y01 and hold for pickup rCLL^- c-Uoffice, Deliver w/inspector. Other Applicant L,- Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted ri r er i sac Circle new i not checked above). 1. Index permit for above items No. 44 2. Additional items required: i4 c44c (t � 1,a.•• Tc I= -x Y IY2 Contractor, designer, owner, was advised of above required data by �rphone__nail_counter by J1p - date! Contractor, designer, owner, wa advi�'of above required data byphone—mall— c nter by date L/ Plans checked by - Date Plans approved by Date 02 Sets of plans on hold iny File cabinet AP folder Copy—DPW 9 4 TO FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance Ow er Location AP# Plan Approved for: Sewage Disposal. Water Supply Y. -Hold final for: Water Supply. Final clearance O.K.,for Water Supply Clearance for _ bedroom mobile home. Other NOTE Sanit ian Date COUNTY OF BUTTE -'Department of Public Works 7 County Centef Drive, Oroville, CA 95965 Phone: 916-538-7541' OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a.building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I.will provide some of the work but I have contracted (hired) the following f' persons to provide the work indicated: Name Address Phone Type of Work Signed: ` Property.Owner Social Security Num er. Date 0-0 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to,our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovifle, California 95965 - Telephone: 915/538-7541 APPLICATION AND PERMIT ZONING AP t(n— '7e TM—S BUILDING PERMIT OWNERTELEPHONE SO, FT. OCC. BUILDING VALUATION t�uc <k11GTF 8qt —31-0 �� - is OWNER'S MAILING ADDRESS 0 g v rRf�y �.� C P4CQ 5'x(26 CONTRACTOR'5 NAME TELEPHONE pwN� R— bL) IL�Et� Bal-3yoI CONTRACTOR'5 MAILING ADDRESS + Fireplace CONSTRUCTION LENDER UNKNOWN Tota! Valuation I $ !Rgaft -71 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee O $ ARCHITECT OR EN f�NEER,, �,l��l LICENSE No. Plan Checking Fee 2y,•�5 $ Energy Plan Checking Fee ARCHITTECT OR ENGINEER'S MAILING ADDRESS ,S I, C-0 Penalty $ I BUILDING ADDRESS Permit fee i /2, 7 $ PLUMBING PERMIT Filing Fee 10.00 _ d �'LS Each Trap 2.00 LW1_ ,�� Solar or heat pump water heater 20.00 OT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W O.00ea i i i i j TYPE OF WORK New [f Addition ❑ Remodel ❑ Utilities ❑ installation[] Other ❑ Describe work: RV LL -DI Al G– Mb TOI,t� 12� �a r �Qm .:O �4u-� P 1�en� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 _ Main service 10ov OR LESS10010.00 (�Q 1AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 ONTRACTORS LICENSE LAW I declare under penifily of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM OR ADDNS. ( ACC. BLDGS. y:¢sgft NEW CONSTR. U TI.OUTLET2.SOea ' NON.RESID BRANCH CIRC TS POWER APPARATUS &) ( SINGLE OUTLET CIR. s 0 200 sot Ex. Occup(ouT LETS OR FIXTURES .A130 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ a Y. Wo Contractor 0RKMENIS COMPENSATION INSURANCE I declare under ally of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. p►/i I shall not employ any person in any manner so as to become subject w to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read chis application and state that the above information is correct. I agree to comply to all County Ordinances and 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 s id Cony 'n onsp,�j f the granting of this permit. - X Date Q3D A Signature of Applicant — Owner Pj Contractor ❑ Agent ❑ An OSHA permit' is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ _ TOTAL PERMIT FEE $ — 01/ S` occuP.CONST.TYPc SCHOOL PLOOD PARCEL Pq 1 ND ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. rDIRECTOR OF PUBLIC WORKS ey Date PERMIT EXPIRES Date i \ Receipt No. a �-- 'I NN,TE-D.P.W.. YELLOW-ASDEssOR, PINK -INSPECTOR. GOLDENROD -APPLICANT Ret.urn t.6 DPW AGRICULTURAL STATLMIiNT OF ACKNOWLEDGEMENT FOR RESTUNTTAL. DFNELOPMENT SecLion 26-8.1 of Lhe BULLe County. Code requ•i.res this acknowledgement be recorded APR 3 prior to i.ssuance of a building permit. 1989 The property described herein is adjacent Lo land or 'included within an area zoned I•or agric.:ulLural purposes, and residerILs 1;;:- of Lhis property may be subject to incon- 11 veni.enc.es or discomfort arising from the use of agricu.l.Lural chem:ica.1s, i.nclud.ing, but not. Iim.i.ted to herbicides, pesticides, ilnd Pert. i. 1. i zer. s; and from the pursuit of rigricu.l.Lural. operations including, but noL limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County +•runes has esLitl,l ishod :I;;I it til I I.iral wh.i.r.h have as a priority use for productive agr:icul Lural ptir•posys, ;Ilnl rt•r;iil,111 wi.Lh i n sn i d zones ..Incl on adjacent property should be prepared to accept tiu< h i nrl,nvt u i c nl r or (Fisconform from normal, necessary .farm operations. All. that. real property situate in the County .of: Butte, Stale of Cal..i.forn i;I descril,t•fl :It; follows: -SE-L:- 4tTr+c14� ,6 shtc-�T Date: November 14, 1988 N.MCOMPRRED %1frH ()MGMIAL DOCUMeNT P�ROO�\PEERR�TY OWNERS/: C Deadra Knighten Slate of Calif . ) On this the 14th day of November ]c) 88, hrfurc III(-, SS. the undersigned -Notary Public, personally appeared (;utility of Butte ) �nnnwnnnntnuuunnnuanonlll OF'F'ICIAL SEAL G 3. WILLIAMS IIOTAn`( ;1U1) LIC —CALIFORNIA COUHTTOF Burn: Y Conim. Exp. Fob. 1, 1992 Y�dl HIII Itttltlllilllllltllllllltllllllllllq Deadra Knictliten---------------------------------- �� Personal.l.y known to me. Q Proved to me on Lhe hnvis of satisfactory evidence. Oto be the person(s) whose name(s) is subscribed to the within instrument and acknow.ledged LhnI she_ Immtnlixxxwl executed the same for the purposes therein contA i ned . I N_W I'I'N'l .,:.:WHEREOF, I hereunto set my hand and official sea.l.. Present A.I'. No. 056-07-0-012-0, Notary Public Order No. C-5200 SCHEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Northwest quarter of the Northwest quarter and the North ten acres of the Southwest quarter of the Northwest quarter of Section 12, Township 24 North, Range 2 East, M.D.B. 8 M. EXCEPTING THEREFROM that certain Parcel conveyed to Sainte Limited, a California Iimited partnership by deed Recorded April 1, 1988 under Butte County Recorder's Serial X6'88-10324, more particularly Aescr ibed as fol lows: A portion of Section 12, Townshlp 24 North, Range 2 East, and more particularly described as follows: BEGINNING at.the Northwest Section Corner of said Section 12; --hence along the North Iine of said Sec -ion 12, South 87° 541 5711 East, 1242.27 feat to a point on the Westerly right-of-way line of Cohasset Road; thence along said right-of-way line along a curve to -the right having a radius of 570.00 feet and a central angle of 9° 12.1 34". a distance of 91.62 feet; thence South 63° .50' 5511 West, 233.21 feet; thence along a curve to the left -having a radius of 330.00 feet and a central angle of 411 161 3311, a distance of 237.73 feet; thence South 22° 341 2211 West,144.32 feet; thence along curve to the left having a radius of 430.00 feet and a central angle of 11° 041 22f1, a. distance of 83.10 feet; thence along a curve to -the right having a radius of 320.00 feet and a central angle of 35° 581 2011, a distance of 200.91 feet; thence South 47° 281 2011 West, 411.92 feet; thence along a. curve to the left having a radius of 780.00 feet and a central angle of 10° 2.61 43f1, a distance of 142.20 feet; thence South 37° Oi' 37" West, 205.88 feet; thence along a curve to the right having a radius of 720.00 feet and a central angle of 80 151 0911, a distance of 103.70 feet; thence along a curve -to the left having a radius of 230.00 feet and a central angle of 2.5" 09' 5011, a distance of 101.01; thence along a curve to the right having a radius of 720.00 and a central angle of 6° 391 4411, a distance of 83.72 feet to a point on the West line of said Section 12; thence leaving said right--of-way Iine and along said West line of Section 12, North 171 2411 East, 1537.18 to the Point of Beginning. ALSO EXCEPTING THEREFROM that portion conveyed to County of Butte, by deed recorded March 14, 1988 under Butte County Recorder's Serial #88-8196 Said Parcel is also described as Parcel 2 as shown on that Record of Survey recorded in the Office of -the County Recorder, County of Butte, State of California on April 11, 1988 in Book 110 of Maps, at pages 36 and 37. t BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 473 76`5 APN �`� d Firm Name Address l� /� w % 000 ��aGIA,SSP� /�O . 6h4z -/ CA Nature of Business COM 4441A✓Ie '1/0,A ��dAo �of r�,4�t%SNjir,�i nj Com, vire%, Contact Person RySS AU�h %i� Phone # 1. Does yo Vusiness or that of your tennants handle; store, or transport hazardous materials? ❑ NO 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 standard temperature 4 pressure), or formulation containing hazardous material? XNO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) 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 Xhool 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,. fumes, vapors, or other volatile compounds? XNO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Re resentative0 — 25-- 7 (Signature) V (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Sectiori 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date. BCAPCD Signature WHITE- Building Dept 0 YELLOW- Env. Health 6 PINK - APCD 0 GOLDENROD- Fire Dept. Date 0 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (916) 872-0254 Mr. James F. Glander, April 4, 1989 County of Butte -Building Department. 7 County Center Drive Oroville, CA 95965 Subject: Complete Plan Check -'Recheck Project: Chuck Knighten - Tower --_ The resubmitted Plans and Calculations were reviewed and the required revisions noted on Plans:in red. Enclosed: 1 set of Tower Plans (Original) - 1 set of Structural Calc's (R-1) 1 sheet of Foundation Calc's (Original & R-1) Miscellaneous Statement Sincerely yours; Frank L. Tyukos BUTT- GOUNTY B QLDING DIE i t 9, (VT In COUNT' OF BUTTE DEPARTMENT OF PUBLIC WORK 7 Count: Center Drive Oroville, CA. 95965 ATTN: J. F. dander RE: Building Permit Appin. 43220-88 A.P. # 56-07-12 in response to :your request for the toweh footing and anchor information, 1 am enclosing the information I have received from Bachman & Associates. I hope this information meets your needs. If there is anything 1 can do to expedite this project please contact me at 391-3401 during business hours. I will be happy to provide any further information or be of any assistance 1 can. `fours very truly, dul� -kl" Chuck Kniohten COUNTY OF BUTTE DEPARTMENT OF PUBLIC i. ORKE, 7 County Center Drive Or•oville, Cis. 95955. ATTN: DAVE PURVIS RE: Building Permit Hpain. #3220-88 A.P. # 56-07-12 To follow up on our telephone conversation on 3-28, 1 am encios:ng the red -lined calculations that had been returned to me. You may not need the red -liner] copies of the early Rohn information, but 1 thought I would• send it to be sure. I hope this information meets Xour needs; If there is anything I can do to expedite this project please contact me at 891-3401 during business hours. I wl l l be happy to provide any further i nformat ion or be of any assistance 1 can. Yours Ver`. trul;%, CJL�l e L4 it - Chuck Kniohten BUTT E COUNTY BUILDING DEPARTMENT 73 v-,,/ E F�on 7-AN/Ci s — 220007* (s�� -��y> C z�C/sem) = Z-1 (D ANCI-1o�2S SoI� 11 Pc /.5n 4 x,65 7 5'O /4o L4 7-E/I4 L- 0(HA35")&5c> r -W >/, 5 x3 z!o 4-�G�yo-3Z►�:Z'S� 15CO + `08Z 530'ri. '377o M L4 Sa Ll i ' o'job ' Q�pF S5l0/y B 4�S(21"�:.tr1�Y`cin cM -4-Gi2'S ��dL Exp. Acti S 7"17 A�'`� �.� °• isl •L1 Y v '17 � i� � � U 6.30-89 Z _ •---� �i. LU I N0.16803 } �� / i� Y 9Tf 0f CA00% r1; v " �-T u�arDEP MAR 0.9 '1989 r, PROJECT: DRAWNt DATE SHEET, N0. (tel i ,+t1��//�/�/. SACHMAN & ASSOCIATES ciHECKEO: Jog No. 3012 Esplanade ChiCO Ce. (916) 342-4136 a- s a t • tr tl .- K � r � ��1 Yi � L!. .',y'+j, �:.• d .t •t r z�.�i i•r+t'"Mt;4 Q�,,iti f OFES �0, 6-30-89 2 m No.1630 a4SE' P-E-F\cT/r-> 22 0o0 'v 1, 'r % L r. 29- (3 S o ,\ 1%104e 2 �rAjF 0 C w<��� z Q� 4 3 e� AC5 r- 0. aF ANe moo, BaI4 Canslct�.QP-c� .o 02 oe LP S Ll x 3 k /. A tic.Ao jai b b y� Sw � �tS � � erg �c.�� aY► ��t,ce 5 �S s lti.o �� � � -rte I��S. �ovi�c- �cE -- v cvn�Fcr CiNCC-1VAI(�' 065e 6 A.) FOX 7�6*e-- PROJECT r ��� BRAWN DATE SHEET NO. `7 Y j.oq®��W�1AA� ASSOCIATES CHECKED JOB NO.. 3012 Esplanade Chico, Ca. (916) 342-4136 OF n = ................. Z- = 135c — �/Z 2 C 3�yzx� L3 = .ct-73 rb = /ZOV3) 3 5 = z`s � 1 P5 r r 73) b �� � ���� l�j � 2 i � • 2�i �1. �� 1 - �3 `i l l�L+rYc ! ESS/pN . � q 3ac� oG e "7! . 07 CJ 6-30-89 2 °C No.1C80 .03 19 IV11. Q. . �rgTF OF CA0���\ Z _ Izo�c7al.K /2 b�� 3 .� 2 12x 3.9 SEP 23 1 PROJECT:DRAWN: DATE SHEET NO. K >v����` � /V BACHMAN & ASSOCIATES CHECKED. JOB No. 3012 Esplanade Chico. Ca. (916) 342-4136 OF i � ��c Bqc` F °o .J �� JExp. y� cO) Q6-30 89 Z m U No.iG303- 1'r \ OF CPV�o��� AQ &A ,� 2ZcD 3 CM iA0[aCi 4 c> o7 . 7& / t a co P5 F S TA 1-1 t�i�121� A N C H\ Q /2. ! Y ��'✓ j�fJ �s� !, �0� r=c-6Ti^/CaS 'ORS y X,3 x /S Ig 2Fl�a - 4�) Cy d PROJECT: �� DRAWN: Lt(� DATE: ski SHEET NO. BACHMAN &ASSOCIATES CHECKED Jos No. 3012 Esplanade Chico, Ca. (916) 342-4136 OF COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541.. DATE 10/19/88 Chuck Kni-'latch RE: Building permit' Appin, #3220-88 1080 Tracy Lane Chico, CA 95926.• A.P. # s6-=07--12 With reference to, the above subject: Attached is 7 Application -for permit Mobilehome Utilities Installation Sheet XX Building Plans Mobilehome Installation_ Information Sheet Engr. Calcs; Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We Beed the following information: Permit application signed and completed where indicated with all•copies returned. Fees of $ payable to•Butte County Treasurer: Certificate of Workmen's Compensation Insurance or check exemption statement. Contrac'tor's License•Law information or check exemption statement. Complete plans in , including plot.plans. Plot plans in Structural details•in - Complete plans and calcs in triplicate by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,'Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., -Paradise Planning approval from Butte County Planning Department, 7 County•Center Drive, Oroville, for Completed Owner -Builder Verification form. .Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement., OTHER (1) We also need for -tower done in•the same manner. Tier for building permit fee Duruos Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector IF L. 7r 1 INN H NN 1\ 1 Inns) III\ IP 5790 CLARK ROAD PARADISE; CALIFORNIA 95969 (916) 872-0254 Mr. James F. Glander November 16, 1988 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Complete Plan Check Project: Chuck Knighten - Tower The submitted Plans and Calculations were reviewed and -the required additional information and revisions noted in red and listed on "Plan Checking Guide". Resubmittal of Plans & Calc's is required. Please return the -marked -up material with your resubmittal. Enclosed: 1 set of Tower Plans & Structural Calc's 1 set of Foundation'-Calc's - 1 sheet of Site Plan Statement Sincerely yours, Frank L. Tyukos COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Orov'ille, CA. 95965 ATTN: J. F. Glander RE: Building Permit Appin. #3220-88 A.P. # 56-07-12 In response to your letter• of 11;'16/88 requesting further information I am enclosing three copies of the certification letter and drawings by a registered professional engineer under the laws of the state of California, provided by the manufacture of the tower, UNR-ROHM. The soil compaction information is being modified by. Bachmann and Associates, and will be forwarded as soon as possible. I hope this information meets your needs, I will be happy to provide any further information or be of any assistance I can. Yours very truly, CL�—/ Chuck Knighten 4. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 9,16-538-7541.. Chuck Knighten DATE Jan. 6. 1989 1080 Tracy Ln. Chico, CA 95926 RE :Building Permit Application #3220-88 A.P. # 56-07-12 With reference to the above subject: XX, Attached is: Application for permit Mobilehome Utilities Installation.Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced M OTHER Two conics of L1nr-Rohn spec ' s , $ nil ud ng disclaimer letters on cover sheete i. We need the following "information" • " Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. "Certificate of Workmen's Compensation Insurance or check exemption,statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design.including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville; for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Should you have any questions concerning the above, please contact this office. Yours very truly, William Cheff Director of Public Works F. Glander JFG/aj Chief Building Inspector RK COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA. 95965 ATTN: J. F. Glander RE: Building Permit Appin. ##3220-88 A.P: # 56-07-12 In response to your returning the engineering data supplied by the tower manufacture, I contacted the factory and related your request that the actual calculations be supplied. UNR-ROHM informed me they would supply the proper information, and that the request and fees I had sent them originally should have generated a report with 'that information. When asked about the disclaimer letter on the cover sheet, they informed me that the soil compaction report by a local engineer would confirm suitability of the application. The soil compaction information is being, developed by Bachmann and Associates, and will be forwarded as soon as possible. I hope this information meets your needs, I will be happy to provide any further information or be of any assistance I can.' `r ours very truly, Lck f�Al LL011- Chiuck Kn i ghten % e� a t G S �/+J 1.¢. M Cep / S %-e � sev - -Ar Q4va,s 1, GOUOQjl Qv ��Oy 431� USE PERMIT f .. BUTTE COUNTY PLANNING COMMISSION August 31, 1988 DATE: (Certified Mail Rec.) 88-62 PERMIT NO. 56-07-12 (Ptn) ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning'Ordinance of the County of Butte and the special conditions set forth below: Chuck Knighten is hereby granted a9Ce Permit in 'accordance with ap ation filed:_ 15 f 5/17/88 to allow a 0 oot communications tower and 19 square foot building as a quasi -public use on property zoned TM -5 (Timber Mountain, 5 acre parcels), located on the_'southeast side of Cohasset Road, approximately 1 mile north of Upper Vilas Road, Cohasset. I. 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 Enabling Ordinance. 2. Unless otherwise provided for in a.conditlon to a use permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If. any use for which a use permit has been granted is not established within one year of the date of receipt of the ...countersigned permit by the permittee, -the permit shall be come null and void' and reapplication shall be required to establish the use. SPECIAL CONDITIONS: 1. Agree to pay deer herd Impact fees if a deer herd fee ordinance is adopted prior to Issuance of bulldin.g permits. 2. Obtain encroachment*.permits from the Butte County Department of Public Works. 3. Driveway shall be a minimum of 12 ft. wide as required by Ordinance No. 2526.. 4. Meet the requirements of the California Department of Forestry Including, but not limited to, the payment of $200.00 Into the water tender fund. 5. Meet the 'requirements ofJ FAA Including tower lighting, painting, and siting on the lot. 6. Obtain permits from the Callfornla Department of Forestry for any. F trees removed. 7. Meet the requirements of Ordinance No. 2526 Including signage and removal of all dead brush. ; 8. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were Imposed upon the granting of this. use permit, and that I agree to abide fully by said conditions. Dated: Ids- - 21 Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits be o e starting construction, nor does It waive any oth.e requir me ts. Bu to County Planning A mmiss Chairman CC: Department of Public Works (2) Health Department Department of Forestry ' •IJP, I amelsISSE ?;U'.-, to as .Jn uo!lewjofu! •JaIJjn+ XU? ap!?oid Da Aijdeq a❑ II!m I 'Spaau jnox S1aa11! UOI1>=LLjoful 5!U.l adoq 1 9_606 'I,1_1 61043 ape ue l dS3 alai ZIN Sain ! 7OSSH I uvwgma `q aUOp a•Jam •Jamgj pU'a 6u!pf !nq aIa% •JOL S_l(?] 6u!Jaau!6ua aql Mr,t 31nU1 f II iU.JOad 000Z WE 'O'd P108 AusId Vam Slip NHOW ' .JaMOV alae to a•. nI ]F LnIJsw eqj q pap ! i1ojd s! UQ I Y>?IJJ•JI?1U I f dd-e OU'? •Jam,34 aq 1 0 I-_-, C S f I? 1'D 1_%M$ SUO!IDOS •Jamo ,SI Jamol aqJ yo ai.ow!1Sa ;SOD a1.i • aI_tlyDed I Pu P`i ! •JQ ;qI .JO1 pap! rood u}?Illqmo IsgI SDISD SqJ }n SaIdO] 6U!SOInUa JOIJ IJJF 1 'Sal'a!DOSSH :'. WeIIJl'-)Fp q ja4laf .JaAoo t= ql!m Jamo; ala, joy elep 6u!.Jaau!15ua aq-! i5u!SOIIIJ8 we I ' IJO! esianuon aIJOgda [ai e bU t inp s!njnC ao.-ei] is pal.SaMns SIS! °•Jaau!6ua pa•Ja}_!6a.J F xq palafdlJoD 57leD qj IP;1 Sueld bu!pl !nQ aql In 3a!do3 aa•JU4 duISOl7Ua we I U4!}r'IJJ•Jr1IJ! •JaLI]jny 6l-lgsaflb.-..J >,s=t/!,I;'llf, 10 JOIN jfn3X O: a•?.Iodsa.J IJI '.i-ZO-91 # •d'I'I `u{ddV I!u.aad 6u!pL!ng :Ed J PUY J I I0 -1 • P UPN SPS96 ki;] ' a 1 I I i' l •J 1' anlig Ja}ua j xjunog j s;fuom :] i end all AMMAN 4 1 ua+qn!uA Mnnq ! =:I n•Ji ...Jai~I sinaa.. •IJP, I amelsISSE ?;U'.-, to as .Jn uo!lewjofu! •JaIJjn+ XU? ap!?oid Da Aijdeq a❑ II!m I 'Spaau jnox S1aa11! UOI1>=LLjoful 5!U.l adoq 1 9_606 'I,1_1 61043 ape ue l dS3 alai ZIN Sain ! 7OSSH I uvwgma `q aUOp a•Jam •Jamgj pU'a 6u!pf !nq aIa% •JOL S_l(?] 6u!Jaau!6ua aql Mr,t 31nU1 f II iU.JOad 000Z WE 'O'd P108 AusId Vam Slip NHOW ' .JaMOV alae to a•. nI ]F LnIJsw eqj q pap ! i1ojd s! UQ I Y>?IJJ•JI?1U I f dd-e OU'? •Jam,34 aq 1 0 I-_-, C S f I? 1'D 1_%M$ SUO!IDOS •Jamo ,SI Jamol aqJ yo ai.ow!1Sa ;SOD a1.i • aI_tlyDed I Pu P`i ! •JQ ;qI .JO1 pap! rood u}?Illqmo IsgI SDISD SqJ }n SaIdO] 6U!SOInUa JOIJ IJJF 1 'Sal'a!DOSSH :'. WeIIJl'-)Fp q ja4laf .JaAoo t= ql!m Jamo; ala, joy elep 6u!.Jaau!15ua aq-! i5u!SOIIIJ8 we I ' IJO! esianuon aIJOgda [ai e bU t inp s!njnC ao.-ei] is pal.SaMns SIS! °•Jaau!6ua pa•Ja}_!6a.J F xq palafdlJoD 57leD qj IP;1 Sueld bu!pl !nQ aql In 3a!do3 aa•JU4 duISOl7Ua we I U4!}r'IJJ•Jr1IJ! •JaLI]jny 6l-lgsaflb.-..J >,s=t/!,I;'llf, 10 JOIN jfn3X O: a•?.Iodsa.J IJI '.i-ZO-91 # •d'I'I `u{ddV I!u.aad 6u!pL!ng :Ed J PUY J I I0 -1 • P UPN SPS96 ki;] ' a 1 I I i' l •J 1' anlig Ja}ua j xjunog j s;fuom :] i end all AMMAN 4 1 V ku nel �e 4,+. ' 6 d.A(sVLo- of es �Csh,6 4 f � y Overturning Moment: 65.802 Kip.in/ft. (Moment due to Horizontal Reaction of Frame) Righting Moment: 161.43 Kip.in/ft. Ws x C x h x (L - C / 2) + Ww x H x (A + B/2) + (Wf x L x t x L / 2) + DL x (A + e) = RM F. S. Against Overturning = 2.4533 > 1.5 OK (Sec. 2308b) Td = Total Load on Footing: 2648 Lbs/ft. Ws x C x h+ Ww x H+ W'f x L x t+ DL + Lf = Lf Sliding Force of Soil+Frame: 506 Lbs./ft. Ff + w x (h + t)-2 / 2 + S x w x (h + t) = Fs Resisting Force: Footings Tied across Slab. Rd = Distance to (DL+LL) Reaction = M(DL1LL-S)/(DL+LL) = 22.344 in. SOIL PRESSURE: Pu = Uniform Soil Pressure = 0 #/sq.ft. 6 x (Td + LL) x (Rd - L / 3) / L-2 or 0 = Pu Pt = Triangular Soil Pressure = 687.78 #/sq.ft. 2 x (Td + LL - Pu x L) / (L or 3 x Rd) = Pt Soil Pressure At Toe of Footing = 687.78 #/sq.ft. < 2000 OK Retaining Wall (Continued) A IS � ', '^ ' - ' ~PROJECT � 8. BURTON - GEN. CONTRACTOR JOB NO. : 8866 � DATE� : 11/88 CALC'S BY : FLT /FOOTING DEq7GN: FLT EN8INEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � DENSITY OF SOIL (PCF): 100 � DE�SITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARINS PRESSURE (PSF): 200 �RICTION COEFFICIENT - Fc: 0 35 . � BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): ' 1500 � PRELIM. FOOT|NG - WIDTH (INCHES): 13.69 -�DEPTH (INCHES): 11.46 DESIGN FOOTING - WIDTH (INC��b/ z� oo � COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:'916-538-7541.. Chuck Knighten 1080 Tracy Lane Chico, CA 95926 With reference to the above subject: XX Attached is: DATE 10/19/88 RE: Building Permit Appin. #3220-88 A. P. # 56-07-12 Application for permit Mobilehome Utilities Installation Sheet XX Building.Plans Mobilehome Installation Information Sheet Engr. Calts Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER /XX1 We.need the following information: Permit.application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including.plot plans. Plot plans in Structural details in XX Complete plans and calcs in triplicate by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for' Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector' TREES (R,) I T ROAD 60' STR" IF It- wIT. COHASSE / M'O'R (R,) 3/41'1. P. TO BUTTE COUNTY - RECORD- 7803 2 /i RCE 16803 DOCUMENT NUMBER 88-819(= All- S 87°5457"E 1289.46' ,. / PEP (R,R,,) —� a 1��` 1242.27' P 9 f I f �1 12 N 63°5055 E/ A 9O i 233.2] N/ / M / rn CK / M co c(D / O / (n�� Q N 22°342.2"E . N ��. w� j 144.32 0 a' 04 'P� P�Ga P K N '50' BU LI DING SETBACK LINE n OD P� .� N 47°2812011 E to GO 411.9 2' Lo H a� G/ a0a� 4G �,� v- 205.88"" N 37°016 37° E �\ o 2o5.8a THERE IS NC F / ti 3 WATER 1S �. D/ E v / o ra C� o DEVELOPMENT jB FD. 0-1-P (R j) / T H E R E_Q.•U.1 R E ' 54.97— C 124.73 A THE COHAS.S 3/4" 1 0BE AMENDED: 3/4 1.P. 37.90. ��RCE 168 3 RCE 16803 W * N 88°04'06'W 1307.56' 0�6 r 070-078 Lo 96 �- � UNRECORDED SURVEY FOR °�, '"I - LE GARE 4 AS' '- (NOMINAL) E WER REACTIONS SSION = 155.2 KIPS N = 140.1 KIPS SHEAR = 26.5 KIPS = 2358.1 FT -KIPS TOWER DESIGN LOADING DESIGN WIND LOAD PER ANSI/EIA-222-E1991, 80 MPH BASIC WIND SPEED (1/2" RADIAL ICE LOAD). THIS TOWER IS DESIGNED TO SUPPORT THE FOLLOWING LOADS: ELEV- THICK. WIMN A TION ANTENNA E. P. A . SF FT TYPE NO ICE I Wr10E TOP 12-ALP6014 W/ 80 B5 4.000 CELLULAR PLATFORM (TOTAL (TOTAL) 120 2-10' HP DI57-IES /85 185 5.500 [90 d 2701 (TOTAL) (TOTAL) NOTE: ANTENNA AZIMUTH IS SHOWN IN DEGREES WITHIN THE [BRACKETS] - o mc»-t-r.7a7 rurr A LuntrLETE LISTING' OF ALL LOADS ON TOWER TUBULAR MEMBER MEMBER SIZE BRACE' TiE PRQpERTY a< RONV. IT !S NOT® REPRODLCM. COPIED OR TRACED IN AMrCLE DRU FINWITkWT OUR WRITTEN CL1Nrs6T1T. O.D. THICK. WIMN IN IN PIPE 3 STD 3.500 0.215 PIPE 3 E.14 3.500 0.300 PIPE3.5E.H 4.000 0.318 PIPE 4 E.H 4.500 0.337 PIPE 5 E. H 5.500 0.375 NORTH 30 DEGREES TOWER AXIS / 120. (TYP. ) TOV R ORIENTATION N. T. S. TOWER SITE: CONASSET RIDGE I SECTION MEMBER SCHEDULE SECTION i LEG BRACE' TiE PRQpERTY a< RONV. IT !S NOT® REPRODLCM. COPIED OR TRACED IN AMrCLE DRU FINWITkWT OUR WRITTEN CL1Nrs6T1T. [� \`�7//RT SI2E- WIMN YINIKN-BLL TED SIZE YAX! YIN! LL B7ID IEMIOW TENSICW FLANGE Law cApAcIr."-010 CO1FRMIO COW-FEWIC0 CLIMECTIOV -' COMECTI iLaw CAPACITYNO. No. SIZE 5IzE KIPS KIPS) KIPS KIPS IN 7A PIPE 3 STD 5.21 77.40 s 7/8 7_7 .5X3/1 .. 1.35 1112 7B PIPE 3 STD 24.42 77.40 4 718 L 2X2X 114 5.36 .Ol 7.25 I I/2 8 PIPE 3 STD 52.97 73.70 4 7/8 L1. 75X3/16 4.32 4.73 1 112 9 PIPE 3 E. 76.46 87.12 4 7/8 L 2.5X3116 4.46 S.44 1 112 !O PIPE3.S£.I+ 97.51 113.57 4 718 L 2.5X3/16 4.53 5.44 ' I 112 l/ PIPE 4 E. 1p7. 31 142.37 4 / L 3X3X3116 4.83 S. 44- I 1/2 12 PIPE 5 E. 1,• 136.39 IBI. 57 4 1 L 3X3X3116 ' 5.49 6.12 / 5/8 1 P lam- 1 1 d ! X /I. 7 i / NOTE: SECTICIN NWBERS ARE W AEFEPMAuE pm y I • GENERAL NOTES 1. ROHN COMMUNICATION TOWER DESIGNS CONFORM TO E.I.A.-222-E UNLESS OT14ERWISE SPECIFIED UNDER .TOWER DESIGN LOADING. TOWER DESIGN MAY OR MAY NOT CONFORM TO LOCAL, STATE, OR FEDERAL' RE- QUIREMENTS. 2. THE DESIGN LOADING CRITERIA INDICATED HAS BEEN PROVIDED TO ROHN. THE DESIGN LOADING CRITERIA HAS 'BEEN ASSUMED TO BE BASED ON SITE-SPECIFIC DATA IN ACCfMANCE WITH ANSI/EIA-222-E AND MUST BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. 3. TOWER MEMBER DESIGN DOES NOT INCLUCE'STRESSES OLE TO ERECTION SINCE ERECTION EOUIPMENT AND CONDITIONS ARE UNKNOWN."DESIGN ASSUMES C014PETENT AND QUALIFIED PERSDVd EL,' WILL i; ERECT TOWER. + . 4. WORK SHALL SE IN ACCORDANCE WITH E. 1.A.-222-E,:."STRUCTURAL„.�- STANDARDS FOR STEEL ANTENNA' TOWERS . , AND ANTEhN4 -. SUPPORTING;;,,' jay,. STRUCTURES;". 5. THE MINIMUM YIELD STRENGTH OF STRUCTLRAL STEEL MEMBERS SHALL BE 50 KSI, EXCEPT AS NOTED BELOW. ANGLE, BRACES Ll -1/2X1/8 ThRU L 3X3X3116 SHALL BE 36 KSI. STRUCTURAL PLATES SHALL BE 36 KSI. 6. FIELD CONNECTIONS SHALL BE BOLTED. NO FIELD WELDS SHALL BE ALLOHED. 7. STRUCTURALIBOLTS SHALL CONFORM TO ASTM A-325, EXCEPT WHERE NOTED. 8. PAL RUTS SHALL BE PROVIDED FOR ALL TOWE'R'BOLTS. 9. STRUCTURAL STEEL AND CONNECTION BOLTS SHALL BE. HOT -DIPPED GALVANIZED AFTER FABRICATION, IN ACCORDANCE WITH E. I.A. -222-E l0. ALL HIG.q STRENGTH BOLTS ARE TO BE TIGHTENED TO A "SNUGTIGHT-- CONDITION AS DEFINED IN THE NOVEMBER 13, 1985, RISC'"SPECIFI- CATIO%d FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 1/. PURCHASER SMALL VERIFY THE INSTALLATION IS IN CONFORMANCE" WITH LOCAL.' STATE. AND FEDERAL REQUIREMENTS FOR OBSTRUCTION MARKING AND LIGHTING. e� 12. TOLERANCE ON TOWER STEEL HEIGHT IS EQUAL TO PLUS l% OR MINUS l3. DESIGN ASSUMES ALP TYPE ANTENNAS ARE MOUVTED SYAAIETRICALLY TO MINIMIZE TOROUS. 14. DESIGN ASSUMES THAT ANTENNA TRANSMISSION LINES AW WAVEGUIDE LADDERS ARE' EVE/W-Y DISTRIBUTED OVER TWO TOWER FACES. l5. TWO 8 -HOLE WAVEGUIDE LADDERS ARE PROVIDED FROM l0' TO TOP FOR SNAP-ON HAAdGERS ON TWO TOWER FACES. l6. STANDARD INSIDE CORNER MOUVTED LADDER WITH R" -LO' SAFETY DEVICE IS PROVIDED FOR CLIMBING TkE ENTIRE TOWER AEIGHT. 17. TOWER DESIGN ASSUMES LEVEL GRADE AT TOWER SITE. /8. TOWER ORIENTATION DETERMINED FROM CL6TOAER.SUPPLIED PLOT PLAN. l9. FOR FOUNDATION DETAILS SEE DRAWING A930753,1-3. 930753.1-3 WAS A93077-' I-3 1-19-93 JDM Revision D.acrip/ion ADol. AR.r B ACkd B AAppd BDRAWINGi5 TiE PRQpERTY a< RONV. IT !S NOT® REPRODLCM. COPIED OR TRACED IN AMrCLE DRU FINWITkWT OUR WRITTEN CL1Nrs6T1T. [� \`�7//RT Sc.1.: ACRE By I Dot. T; 1 I.: 150' SSV TONER DESIGN FOR FLEETCALL Drawn: RC?BBI 1/15/93 CN.ck.d: HAI 1/15193 App. Eng. 1/15/93 App. Sola: 1/15/93 ENs. FILE:29257PM DRAWING No.: C930626R1 I SEC. 12 T. 24 N., R. 2 W., MDB & M G°PROJECT AREA PROPOSED30x40 (see ._Sheet C-2) EXISTING CONQ. BLOCK EQUIPMENT SHELTER EXISTING S50' GUYED TOWER EXISTING ACCESS ROAD S2' ULVEAT EXISTING DRIVEWAY TRANSFORMER POLE A.P.N. 056-070-078 Parcel 2, Book 110 of Maps, Pages 36 37 APPROVED Butte Carty Environmental Health 4'.'x�w�"�`�„a��°5n`r'4'�.ww�wauaw�ra�.�.w�-=' '�- ..iur.� - ow DrEw �.tiSt.�e'c'+Yr is't'S7., pux ISI - Lfi Y ! I'al'zr,a� r4as7�`-0.q r a - l: Ate{'" {0t'J.MR s I c n x )'�.i�1 .J�p� ( %7 _. !' y Rs'��a E % -l � ♦'k' a iexr sz� `�V / W + i� t . rf n �!A i r1.n r';��tl, yyd. t�k�}� Qtr d�yy+i ♦yS �j{ �`$? 1 ; '� 1 shy 6 i1y�p1 ^may �,��.�Aitr u cr is z. _.. •il I, i <a " U Tills t6wer is on 1 ' atothMd;,q' nq Icjr p�ttei�rr 04 I'll r94 r� n Ix sr R} ifra tbrl�,lg00 oft # AhAahin 0 AM Olt FAG i�3�t#t11U�t ,�xt����t "dEr�i�tr! #��ii� � �C�i'►t�t���i�r��,���t� ��i3�� r�►��� ��#�tr'��' �fr�t��� ��i tr ����'� •,: � x iii! USAGE 00 dolem, lot Not* 41300 -stl0,'vnih,-lot X01016,1 ,ovyw ad0. d tous 11 CONSTRUCTIONWaft fho 47ell i omf tit � of `�'1�f t �m . rl'�td' i�i�.a tb4i i A�y� W AQA fill r • t" , j* a- tJ` `t m bi Wyk r a All it,k 'F�" q 5 a'' �y'.ryiu sh kl' i '.' ,;y r+ ' ii b k,� �„ �p ,y,�y a4rd (j 'h � �M:;, 'u �„r ra k: ����L. 3�'l '�`N �' 1`.� '�i�"'6" �',� '� �l`�i��a3� �+� g �• .�°J f�.�+. ,� '�4�.'i +M kl ��.i >r Nivl�&yil� %,. yy! a )f 1L� � �,'lr r><•�` .). #' p� d,$:f 'v st; 00 a+ „a- ;„: q tg '^ =.x= � t Y •mak � ��' �` �a.� *L � �I` +�ZA �_ f *71 vow .' �`�h4- � -mss- � y - -a;�fi r`�..t:�n - #``` t6. •.� _- - `}.- - - tr It J ®r _ - - AW 41 ” f -� �"�,. �- � °"` .f- �„:�:�r; `>,` - .ids.::= �'R•. �;� s+�.� 4` �i���G� - � � � - � �' � i ik Sil' 4 -% t o - tit .. �I.4:r ar aidrstir%vr,,,¢srsaat� rFrrc • ^�g g to 'i _' .`, �� =. `�..'.�4` � � � '; •r- �' -. '4s � e : - - >a+n�..a• ?40:132x: .�ercd�t� 77+�rti;1T _ -..._ ---. -,: ��... � ,-�, � ,' � _�' +Fs�-. $ �� - �.+ i^..�. J?o�' �.!Is'.bycw!scvrwrsl-ocr�.s�a'.a«v^� ci.►.� _ a a "*�=� � ''� 7 31frrr sraou+t, os �.rwwro is A0:0-1.ate; rrrR - rrtA+IGfTl =�TFY,riVCT.1I. � - �J+�t �s.�ara`,.�e�ratstt�a,.ktz+r .. - .-: .g..�� „ Ya E..LiOr aTirirGtc/GTJdKK � � r, � `. � �, 'w�+er4'.� !� .� iaN .ss�:a�ra .r*� a - _ � �7:Q �A►tN` � or�Fx7s'.w7r - �,+,�.,. yt ' a k , g Yw +rxK ,it x. a�«diw �' sw t" s:LO:c7 EtA tE313�:hTN I ?,t7t' Z t% ?C : W=' TED DCkpL mjc r7 DA 0"wk cera _TITLE-- } 61 - s crXctceo ck Ytpjt g?'AJ Fiji Zn.4. G4ilv::L3ET•orts - `.9y 1 ,r PrPaeea 2t,c orcL ��.75.-Yzg{ - iar ssi3+fi('a+. �6$c :- .. R C 11�i1OHN � •'" 1]RAWING NO. - ., , st Ar. ;vow- eEaxsn ::u2Noes C 5405V R2 Fiet10ts Zane (above' round) LOAD INS G Por=ian Of towed' 303 fees and under 30 4 Portton of tower 34 feet — 650, -!r n 35 Q Towers 651 fee+ and higher shall bL Z de519ned for ;�, untform wird pressure for their entfre height - f - i. � _. � �. •, - . i SSSS •! " * ,p -. � � �,rf•sr ''�'DA.}yw �Ytsr 1; r _ - �,_� ��it�� �',r{'+;�;�.er,.$rr��v,,r�9s''�5'�rt��lJJ�•..$.:. _ � •., t ,;Zy � ... ��. - _ - � . }. �'4.lrr{f+: rrrrs�•7�r ir•y, RJ"7h,•r/ � rfit� - F - ,.{J+`r �R{.? _ - - !' "'�.•„s.. r^� r{rin'Fji >° '•� qv� {�irrySj4fvtr.^.{ �. �?i`.� +' -s <:�. - - �+r'�.,y_r, J' {r� ' � r�..;• t - � rf. irr�N s��fJ'f�, r•'���/�,q{*r3+'• _ 1! r'5F rd +.,f.,{; >r-""..`+'1' J� . � - � ��.r+J f J �'! llf,}lrf �r.JJ Nor �✓r I .ti hA �� r{. rrf J r A'ry_. � 1'.� rJ�•ra r tir_.� 'Y !�� {�" -• s• N•rsr-y3,... [` '� fri Jn f�ir5^.r„r;{. :. [. MKIffi� r*'”' �. .. r sw -, F cH 'Wind Loading Zones , �'.:�.-•ate Electronic Industries Association M -STANDARD 5-..222_C ti 9y. Zane A See Table 1 for Zone `Zone B BoUnd.`ies: Listed by Zone. C State and County - Leen€ ani o Wind .Ioadiit� zones based on 50 year mean recurrence interval chart from disun3ut on of extreme winds in the ISiitedtateb H.: s. Thom publshed it thepdgsoffhe4ezcaccieFf Civil ]uineeApTi115C0irmrs b k,,) bb I%' 4 h 4 '4) O b 11 tb b D ro b Q O rh bi♦ 4 ,a a 10 to to CCj N to b N N lb n t N . �Y Lt cro a o 10 R 4 g R 3; 0 Q- ♦ V V a X .. co N b �r .110 410 q Q, '0 O 2 w Q r, o ♦� � K01 ♦ Q �1 "� ti "�7 N �1 n, o �! N i)h" ,. tn. NS) b k,,) bb I%' 4 h 4 '4) O b 11 tb b D ro b Q O rh bi♦ 4 ,a a 10 to to to �b ,I to b N N lb n t N . �Y Lt R8Q 10 R 4 g R a 0 Q- ♦ V V X .110 410 q Q, '0 O � � R) � ♦� � K01 ♦ Q �1 "� ti "�7 N �1 n, o �! N i)h" ,. tn. NS) O b o, [5 p 4 M R) R �' ♦ � b qp♦ Ilz h! fit, �Y Lt fl n .�. UNfl-ROHNN 774E `OLLM VG lroUNoA rlrw At%V ANC 4OR 7*M ANC6l ALL rOWERS x l . C0NCR8 rC DIMENSIONS » PLUS OR X?INUS pt Dr.-PrH Or rOuigbA rroN - PLUs - (7f. uy) OR MINU 0 ". REINFORCING STE5L PL.ACOV8 ,` PER A, C,, r. 30l. ..p AL I. ANCf�IOR Bot- "S SHALL OE 7'XGH7°ENED r0 05NUO rIGHT" CON0rTjr0N, `». PER A. ,r,, S. D. 45P5CrP .rcA�`�f�l+s sNo tiro "Ir rs D4-r�'N6�7 AS THEFt1l, L E r"'ORT OF A SPAN USING AN CSPDXNARY SPUD w�E'Ntv"H. d 5, PAL NU'7'6 MUST BE INS rAL.LE0 ON ALL: TC WR 6OL rS WHEN SPECIj4"rra`D. , SQL f -SUPPORTING TOWaRa E. ANCHOR BOLT CXRCLE DIAMErt aR - P'L US OR Mjt4US 1 /JV' N. 79MM) ,� 7. AN(,"NOP BOLT CIRCLE OR,tENrA rxL?N - Pl.»US of? MINUS' 114 DEGR 'E. Sf rACE SP8E"Ai7 DIMENSION (CENTERTO CENTE!P CF ANCHOR t3pL r ruR.CLE,) PLUS CSR MINUS' l/lt"" (1.59MM). r GUYED TOWERS GUY RAW US PLUS OR MINUS � PERCENT or rOWER klEX GH r, /0. ANCHOR ELE VA TION PLUS OR MINUS 3 PERCENT OF TDiWR HEIGHT ABOvE OR BELOW TOWER CA,5E. 1. ANCHOR ALIGNlvZNr - (PERPENDICULAR rO t,yUY RAOTUS) PLUS OR ANNUS' 01 / DEGREES°, IR. U ANCHOR ROD SL OPE -r MINUS l , G DEGREE, ' 1.�, N �L GUY INITIAL TE°NS1'Of'L 5 OR MINUS O PE'RCIW r OF THE VALUE' i - ./ , ..ar-'PECIPIED ON THE TOW'D ASSEMBLY DRAWING. WARNINr 1 r AFTER . ANCHOR BOLTS ARE IN97"ALLED AND T7 -IE CONCRETE` PAS TAKEN I7`S INITIALT O� REAL.IGNED N��� �LW� yr, THE ANChC31�7 BOLTS CAN NOr BE MOVED, BE%V ' R2' R�►wnr �-��w8� Csp y 7'HIs C�I�AWIIVG IS r�rE PRVPER rY o�- UNR RpHN IT IS Ivor rO �E REPRraaUiED� 1 w --.-- ..�.» o.. J'rE`B CONSENT. t:CSPILI . (�R rR ACE© IN WNQ E ole .. IN PARr WI rNol. T vuR WRx ` [D�7AWN aYfCSR DA7Ex. 6"f19,�' _ j Ui'a%R"RC3HN CNECCE73 �' x �G DAT r 0 rrrrrE�� Arc'F' �l'S� SALE � -CDA rE`: _ t"OUNDA rrON AND ANCHOR WLE'RANCE' s f RA41 NG NUMBE'R:.:_ r1. . ;•77 4L OR D'ONt�LE':4FGt7 IiEP�ND/Nl' �: �'�' , '•' � _ G r !a �^ri!�xYi z d Y a rm 4441.1 r.Ifr xA A a • • A � � I�1. .A � yt..a-r� '8' ,�.! FC �A.,�.!_� • A r• '� �� , .-ir. ��.: �,e _ � 1 k �. �r i *�.(i! ., �,..A, _A• • ir'p '. ,,t ` 7r A"t r.N...,�.. .. - S�r't,J'dy'G" 660sf�..6T y/",c°�:. 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STRt FE. 3AL' STAT 7A�?:3S tr£7R ST¢ci r+.Yr'tEVhR FDi4ERSAt'E3 Ai1T£tvSA SEPPORTrt4 577sUC7URES, s­C7rOiv �. FOR ` sctrL COt�i7IT10NS„ NORMAL" Sr>n .l5 DEIrAED 5 DRQ; Ct3NE51 �+EIL ! : THE mitt ALLC RBLE" NE?` 'vERTrCAL BEARING AOF" . 1003 PSF ta�2 �E�rt} A�ffi r+N ALLOT CAPACITY i� t'ER_'LINEt�. FE�Or OF' c �-- ABLE IST' ;E+GtRIZONTAc PI?ESSta4E' OF stip? A 6rAXl�r OF fDt3tT P fI5T2;t3cF8' :kF'a PER' LINEAL ITER' OF DEPT7ij TD E. ' J',JRCE3ASER SHALL VEnR17Y ThAT AC7tIAb SITE SOIL .PARAMETERS MEET OR EX: Eke E. I.A. 'rtiitf uAL"' S`O'IL. P.�R4srETUAL S. 71-C CONTRACTOP _14ML BE RESPONSIBLE FOR 7 CO7 PtiOTEC TIt3N OF EXISTrNG ntS77 lCTlt Al tJTItIT ES ;NG Fr ,�1-IDN INSTALLATION, TH_- S'NALL OE: FOR - r, 4x COASTASER L,`CATIt,G ANO MARKING EXISTING jLjTrNSIBLE LYN lC7I.ON AJVC3 C ItIT1E5 PRMR TO FOi c�S1ATIXbY 1n[STALLr4'TION. =NCPEx'E WOW sigA . ME IN ACCORDANCE Wj774 '7NE LATEST REVISION OF A. Co J. 31St BUILO1NG Lac REOUIREMENTS FOR' REIT t?RCED COr ETE^. - 5* t RQPCF TIt3NS Or CaVCNETE MATERIALS Sn'+t,L BE ESTABLISHED FQ PrvvIDE D~ -E CONv,RETE FOR RE515a'AhrCE TO -LOCAL, ANTICIPATED AGGRESS!VE ACTrt%rS It+CY WING- fREEZING AA& TXA_'4fING: =` 6. COfaG4a"7E iGfTriI14LSSt�4LL. ,esCttl TO 77�E A,?R�'P2;tAE STATE?Efii�IRE= MEN75 FOR 00-0,5&DSTRUCT:IRAL CONCRETE= 7. 3� Ct?NCREiT�E6 ALL � ^v' LOP R PINZ,sttW Cr?MPf3Es'STYE S7RtAtGTr C, - (Z0_7 3< �i. KSI AlPd-) AT ZQ aJ Y_S�U. LrLESS OTHERWISE NOTED. E)VOSED CC(i'••igETE EDGES SNALL BE-CH E"xt fz x2-%N)z 9< .LESS Q7NERN'ISE h TEO; REI,leURCENFNT SK4LL 6E DEFOPUED.AND CCTNFi�{ D 77- MINTWAI PEOUIREMENTS OF Ar S, i;df. A -6i5 GRADE 60 AAP t�rONFa OTN t . ISE NOTED, Hblki ON7AL TIES MAY .BE ��+DE 4.0 to. kEt ama .IS f2r cwxalTED ON R'El"'rng CINv^' �7EEL AND ANtx tOR 'BOLTS< <. NrNI CONCRETE COVER FOR RErt roR,—V.e4T S7� LL BE 3 1NCHES f7duw APPROVED SFACERS SHALL BE LIED TO IKSjb A 3 I,NrH (76MM ' ,COVER ON REINFORCEikENT,, MINIitGxE E2. FORMSS SNALL BE REMOVED Pt rOR 70 PLACING CMPAC7'ED BACKPULL- BACKFILL. --HALL: BE COMPACTED 7O A MINIMUM' DSMrTY OF l:t?O POtAvDS PE73 '.� R3 REDRAWN AND REVISED NO3E 1 S/17�87 CSR i UBIC FOOT (1 Bfc1'tffrrs No ,� - Aera,on Descriotion - Dale A By 13, e4NChECR_BOL75 NEEP EXCEED ASTtF A-sf9 ANO SHALL 9E TIVHTENED IN _ ACCOE?CANCE WI7 , T)ir LATEST AISC SPECIFICATIONS FOR 3TRUC3'JRAL JbIN7S Dp { �I�D61 �i�tii p BASING ASTM A E P BOLTS. TEAL iN�Ts SHALL BE IN57-ALLED ON ANCHOR ;BOLTS` AFTER iYUTS ARE PROPERLY TIGHTENED, t tf. FOR F4UNfAA7ION AtJL7 , , TOL ERe4NCEE SEE DRA vING h7JMBER A$EOZE We .. = FOUNDATION MATERIAL SFECIP'ICATrONSa INSTALLATION NOTES AAV TOLERANCSS ; NONE (Jn.as otnenrise speatea. d mcnsians Are givekininchd6 Tolerance, { Drawn by Dab Decimots Fctldns :: Angles CSR _ 6s'f 7.1B7 t s _ t - _ Cn.ckgd'b mweria! Finisr, Y Ds7. Weight . 7hm arawi is the r-------------- - APPK+vaC.by Enmheeri..,t : Date - ^�. P +ty at 3lNR•Ronn.7t�la tot to oe-� reproduceC. top4d ottraceoaR wnpl. or ou; *L0* Sait rri h X&4C44al'-a7 wnttenurscnt. hr .- , ;. -' - : - APProved.Dyi'toduct.i Date ':Fif. Numbet _ - `_ E _ Approvea Saks d y Dote Drawing Nvmbet F ,v �.:.. yam. .w .:r �.• 1t a"C AV 7 ,W i t w w rt V �x A....y"�"", 113 ` M 4`ee� Iwyy�.,�l�� �id,.rd Mj#+'�PW'"A�.f%F'. Jk*tY r^kk+�JAF/►'ii:Y'►r�%pi�' �T�:krR4�# rdN 0; :T',�'l�r��,�c".t*T,+��ItT°,"bt..w"WYW�11rr ov �'dUNl3 AJNd �y MMMlfwstin,rw T�wN+hlwi}.. 1.1.. . 'i{+�/+r+]�wrryy �C✓��MV l�'r�W fi tifw ' ' �"�� ���� r}` �y�Jr ,+w .t f R 0 H'N' � z► %:. 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