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HomeMy WebLinkAbout025-360-035North State Equipment /S Hwy 70, app.3/4 mi.S.of-ophlr,Rd. Oroville - 020, contr: John S. Johnson, Oroville Permit #2349-79B,P,E(conv.restroom tolv supply room & conv.locker room to rest room/Tractor Sales & Maintenance) 94-0944E 3 M(HUNTER,-W.R.) 4288 HWY 70 S., OROVILLE ELE,,F-OR SIGN 94-0945E 3 M(HUNTER, W.R.) 4288 HWY 70 S., OROVILLE ELE FOR SIGN PERMIT#97-0817 HUNTER, W.R. 4288 Hwy 70 S, Oroville Afgz Cont: 4.C. Industrial 'r/ f Tank/Tractor Sales lar 1 fl Clari �e, R036- 4 - PERMIT#98 720 N N TER, W.R. Hwy 4288 Hwy 70, Oroville Clarifier for Clarifier Tank/Com P4 '#98-1857 C BE PACIFIC �'MOBILE 4288; HWy,.-70 SOUTH kgow UN '0"Cz/w MOBJLE TOWER -1.898,.,.:. CINGUL AR, 4288 H-IkY 7, 0, ORO'-. 6 Cont: TRITON 'TOWER. N REPLACE.EX 'ANTE 264 TIP 98-29 / j'�l `I - 05�� 6l`I -2-011 I I : rl- 0 t 14 NOTES RESIDENTIAL . __036-530-035 PERMIT NOLINGULAR, 4288 HWY 70, OROVILLE Cont: TRITON TOWER, INC REPLACE EX ANTENNAS 9/? /V✓ f r t f. r.' } t i R' r 04-1898 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a t 4JOB FINALED (Date) ` Signature 1 t t 4JOB FINALED (Date) ` Signature J OK 0 = Not OK Not . NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date Elec.; Pool Lighting; 15 Volts-GFI 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 6-1 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 UN DERFLOOR (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 Card B-1 Date Card B-1 Date Dard B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Dard 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 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Dard B-1 Date Card B-1 Date 74. Dard B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (FF.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes D No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 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 (FF.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 ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes D 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: AUT TF BUTTE COUNTY PERMIT 0 0 DEPARTMENT OF DEVELOPMENT SERVICES cy NQ`j 0 0 ` BUILDING PERMIT APPLICATION O -1 0 0 AND SUBMITTAL REQUIREMENTS BP c c 24 HOUR INSPECTION#: OROVII.LE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # c�UN'�y . OFFICE #: (530) 538-7541 A FEE WILL BEREQUIRED AT TIME OF APPLICATION OWNER Name Address ��-� `'�£ ,¢y 1,3/1)6 City �� C/c��a StateZip 4 s-3 c/ Phone Fax E-mail �/Crr�/ z-,"We'Z �i .Couc ARCHITECT/ENGINEER CONTRACTOR Name Address $S3 �r _bj_ GJR y Sci i fe /D(o Address State �� City ` State Zi / Phone ,,/,,,Fax Page E-mail Planner Uc. #• ?� ass ARCHITECT/ENGINEER Name ?ems S�%c t�auc Address $S3 �r _bj_ GJR y Sci i fe /D(o City bt u State �� Zip ��C'a3 Phone&3��� Fax N o C 331/0 E-mail State Ucense Number 'Uo. I? 231/,07 APPLICANT NAME Name Address 900 City State L' Zip 9 3 y Phone9_7 Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address Flood Zone WORKER'S COMPENSATION SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# ^'� v 6-f)Z5 Property Address Cross Street OF, WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. [rv" LENDING AGENCY Name Address Description or Scope of Work'A_ E WIN Sq. Footage 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. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 Received Amount: Bldg Qw�)' SRA Receipt #: Sheriff [rv" SMTP Date � Other . Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation,plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2_140 WEBSITE: www.buttecounty.netldds - r` 1' PERMIT NO. BP041898 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (co encing with Section 7000) of Division 3 of Issued Date: 08/12/2004 APN: 036-530-035-000 the Business and Professi s Code, and my license is in full force and effect. /� ' •--- License Class: 6 Licensee Number: ' Site Address: 4288 HWY 70 ORO Date: — Contractor: ��// bL r �t�G�r�1� Map Index: 1 Description: REPLACE 3 EXISTING ANTENNA'S 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: MARSH VALANDA J ETAL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a MARSH DANNY 8r LENORA signed statement that he or she is licensed pursuant to the provisions of 4288 HIGHWAY 70 SOUTH the Contractor's Slate License Law (Chapter 9 commencing with Section OROVILLE, CA 95965-8340 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: MARSH VALANDA J ETAL 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: TRITON TOWER not apply to an owner of property who builds or improves thereon, 411 HARBOR BLVD and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). W SACRAMENTO, CA t '3 95691 ❑ I am Exempt under Articleof the Business and Professions Code 916-803-6692 Date: Owner: License #: 794622 WORKERS' COMPENSATION DECLARATION I 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 Architect: Labor Code, for•the performance of the work for which this permit is issued. Engineer: ❑ 1 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 carrierandpolicy number are: Carrier. J 1 �ir�7`� ra��.e Total Square Ft: 0 S. F. C Valuation: $0.00 Policy #: Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply 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 • -- This pemiit is hereby issued under the applicable provisions of the Butte Cnunty Code anrvor I hereby affirm that there is a construction lending agency for the Resolutns t94 work indicated above f wh h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) .a 4 BY Date: Name: �t�V Address: PERMIT EXPIRES ON: 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 information is correct• and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter uppoo the above mentioned property for inspection purposes. Print Name: dL (/�r� /��y"\ Signature: Date: ❑ Owner 0 Contractor Agent for Owner 13 Agent for Contractor E Felice Risling . .` Office Manager I 411 Harbor Blvd. .riton Suite Tower, Inc. West Sacramento, CA 95691 (916) 375-8546 phone (916) 375-8537 fax California Contractors Lic. 794622 f ^ i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 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 PERMIT NO. BP041898 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (co encing with Section 7000) of Division 3 of Issued Date: 08/12/2004 APN: 036-530-035-000 the Business and Professi s Code, and my license is in full force and effect. c� License Class: Licensee Number: / Site Address: 4288 HWY 70 ORO Date: 19^ — Contractor. �i�//fh( ��G�- Map Index: Description: REPLACE 3 EXISTING ANTENNA'S 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: MARSH VALANDA J ETAL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a MARSH DANNY & LENORA signed statement that he or she is licensed pursuant to the provisions of 4288 HIGHWAY 70 SOUTH 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 OROVILLE, CA 95965-8340 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: MARSH VALANDA J ETAL 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: TRITON TOWER not apply to an owner of property who builds or improves thereon, 411 HARBOR BLVD and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). W SACRAMENTO, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95691 916-803-6692 Date: Owner: License #: 794622 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perl'ury 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: ❑ 1 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 and policy number are: �carrriier Carrier: 5 IHV �(�9-ui1� Total Square Ft: 0 S.F. Policy #: F�� �O�i> Valuation: $0.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued. 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply 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 - This permit is hereby issued under the applicable provisions of the Butte County COdri ?n(t/or- I hereby affirm that there is a construction lending agency for the Resoluf ns to work indicated�above f wh h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) C - /� ,o 4 G Name: By: Date: Q EXPIRES — 7 Address: PERMIT ON: 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 information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upo the above mentioned property for inspection purposes. Print Name: !'//7//� / Signature: Date: 0 Owner ❑ Contractor Agent for Owner 13 Agent for Contractor + COUNTY OF BUTTE-DEPARTME�„ Jr' OF 6EVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (53J0)538-2140 .,7IT APPLICATION DATA SHEET2`Py 1 �/l� J OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: `(� �� �Yi `Q �1� J`� 5ounter Technician: Date: G Items required in order to ap ly for a permit. All boxes MUST be checked OR marked NA in order apply. El1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.................................................... ................. ....:.................. ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ / 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use:C3UZ(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal wner, ❑ Check to H.C.D. $ ❑ 38. Other:, ❑ 39. Other. _ 1 When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:L- 1. Index permit applidation for the above items umbered: Plan Check Letter - nal items required Contract n signer, owner, was advised of the -above data by phone, ❑mail, ❑counter, by i Date: 2 J 8�j 2�0 ¢- r, designer, owne wa advised of the abo data ❑ phone, ❑ mail, ❑ cojer, y Date: Plans reviewed by: Date: 2 d Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: d Note transfer by:Date: o Yellow: Building Division e :r 1*141411:30013 USE PERMIT BUTTE COUNTY PLANNING COMMISSION RECEIVED OCT 2 9 1998 BUTTE COUNTY BUILDING DIVISION OCT 2 9 1998 DATE: (Certified Mail Rec.) UP 98-29 PERMIT NO. 036-530-035 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Pacific Bell Mobile Service is hereby granted a Use Permit in accordance with application filed: Use Permit for a 110 ft. high communications tower. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition"to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the" countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to- be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted isnot established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: --- 1. The project site shall be developed in accordance with the approved project site plan and the conditions contained therein. Said site plan is on file in the Planning Division and is identified as sheet A-1. R 2. All facilities that are not in continual use for a period of six months shall be removed from the site. The site shall be restored to its original condition or use. 3. The facility shall be made available to other wireless communication service providers. interested in co -locating antennas on the same facility. 4. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. The applicant shall paint the top 50 ft. of the cellular antenna tower with an orange and white striped pattern for easy identification from the air. 6. Prior to construction of any facility, the operator of the facility shall send a notification letter to all flight operators in the .County, including Ag. operators; -medical operators, CHP, Sheriff, Ag. Commissioner's. Office, and CDF, informing them of the site location and tower height. 7. Install a flashing red light on the top of the tower, shielded from the ground. 8. Provide an all weather access of at least 10 -feet wide, and a vertical clearance of 15 -ft. The road surface must accommodate a 40,000 pound* fire apparatus to all proposed structures, to the satisfaction of the Butte County Fire Department. 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: 'f NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it maive any other requirements. Butte Ginty Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry -- October 29, 1998 Pacific Bell Mobile Service 3851 North Freeway Boulevard Sacramento, CA 95834 Re: Use Permit, AP 036-530-035 Dear Gentlemen: LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is your validated Use Permit No. UP 98-29 to allow Use Permit for a 110 ft. tall communications tower. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services Teri Bridenhagen Office Assistant III Enc. cc: Land Development Division Building Division __-- Environmental Health Department of Forestry j:\temp\up7 Date SITE PLAN REVIEW APPLICATION 14 oy AP# ()% - 510 - C)3S Permit Number (if applicable) () `l— l t q.y APPLICANT INFORMATION Parcel Size: 8 OSS n Owners Name: Owners Address: Telephone No.: C55 (J) I --I l c f Situs Address: )--b 96 ` w- t� -7 0 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): i1 ?rc. �ea&-,1 T a Up 4 - d-1 11 o. ¢F Cry W C*-,'- G� <<Gk CaaU4j � DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved' By r C Date do� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X 6 • Flood Panel No.: 0(00Q -7,„a rqoc. Index Date:y ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------ ----------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: " a Applicable Building Setbacks: n I/ 7b ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 � a Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side a S � � (Ook & lewce,r - l Side Street C)01-� Rear Height Waterway N/A N/A N/A n I/ 7b ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 � a Applicable Development Fees: Standard Fees Amount I Formula ❑ Fire , ❑ School* ❑ Parks/Recreation ❑ Roads . ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ _Subdivision Map/Parcel Map: Map Date of Recording: s s' 0 ip Lot: ❑ Use Permit/Minor Use Permit Permit Number: 0 • j/V d evv,IL. T-v�&x d -a l env. Book: 0 3 Page. Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 Page 4 of 5 X 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C-Marrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 EXHIBIT A USE PERMIT BUTTE COUNTY PLANNING COMMISSION • DATE: (Certified Mail Rec.) _UP 98-29 PERMIT NO. 036-530-035 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions, set forth below: Pacific Bell Mobile Service is hereby granted a Use Permit in accordance with application filed: Use Permit for a 110 ft. high communications tower. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. ■ BUTTE COUNTY PLANNING COMMISSION ■ AGENDA REPORT ■ PAGE 6 ■ { Conditions of Approval: 1. The project site shall be developed in accordance with the approved project site plan and the conditions contained therein. Said site plan is on file in the Planning Division and is identified as sheet A-1. r 2. All facilities that are not in continual use for a period of six months shall be removed from Q )p the site. The site shall be restored to its original condition or use. 3. The facility shall be made available to other wireless communication service providers interested in co -locating antennas on the same facility. 4. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. Butte County Fire Department 5. Provide an all weather access of at least 10 -feet wide, and a vertical clearance of 15 -ft. The road surface must accommodate a 40,000 pound fire apparatus to all proposed structures, to the satisfaction of the Butte County Fire Department. 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. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry ■ BUTTE COUNTY PLANNING COMMISSION ■ AGENDA REPORT ■ PAGE 7 ■ EXHIBIT A USE PERMIT BUTTE COUNTY PLANNING COMMISSION OCT 2 9 1998 DATE: (Certified Mail Rec.) Il i'�:�►�L' '__1,4VI N\� 036-530-035 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Pacific Bell Mobile Service is hereby granted a Use Permit in accordancewith application filed: Use Permit for a 110 ft. high communications tower. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, 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 formai application for amendment. 4. If.any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: The project site shall be developed in accordance with the approved project site plan and the conditions contained therein. Said site plan is on file in the Planning Division and is identified as sheet A-1. 2. All facilities that are not in continual use for a period of six months shall be removed from the site. The site shall, be restored to its original condition or use. 3. The facility shall be made available to other wireless communication service providers interested in co -locating antennas on the same facility. 4. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 5. The applicant shall paint the top 50 ft. of the cellular antenna tower with an orange and white striped pattern for easy identification from the air. 6. Prior to construction of any facility, the operator of the facility shall send a notification letter to all flight operators in. the County, including Ag operators, medical operators, CHP, Sheriff, Ag. Commissioner's Office, and CDF, informing them of the site location and tower height. 7. Install a flashing red light on the top of the tower, shielded from the ground. 8. Provide an all weather access of at least 10 -feet. wide, and a vertical clearance of 15 -ft. The road surface must accommodate a 40,000 pound fire apparatus to all proposed structures, to the satisfaction of the Butte County Fire Department. 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. 4MLI 'ApplicantDate 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. Butte eunty Planning Commission Chairman CC:. Land Development Division Building Division Health Department Department of Forestry GENERAL NOTES 1. OR—CS ARC NOT TO BE SC.NED. 'OO"EN OU,D-9 TAR P OED N - AIN TNs Ri o< wns Is wrENDm ro a ILSEo FOR pALRALINATN: PURrosDs aur, ,M.xs xartD aINDn7sE RIE GExERN. GOxTRACTOI] SCOPE O( NaOI ]NNE INn WSTNUIIs OCE FURXISrtMWO ALL O ODUPLILS.IF As GEw�NEWPNCM, z. PRmR ro TME suml¢aox a mos. TFE GOxrRAc ORs IM4vsO srINL rlsn rTNE PR�OPoSmSED�PRD(IER. mrl�M TNNEE Cm15�rRILTON AN WMgILfs NRLNK DOCU.f Np0 GONOTNIM AND GONRRN TNAi TNC PRN[R NAr R AttorMiiv¢o As sMONN PRNW TD pn9cD[iNxc NIM GONZTnucmFl. AM ATTENOONWD r�NE1NiOCRC!/ENmOTM NIC iO O[ OPQICNr ro 1M DED CONSTRTOR Ewli PECO2 A—G AYTI ON ANY is ROCEEO WM OOxSMYCOOx PRIOR TO RAROXD rpOl ON AM OEM NOT cIr r DUWm ar ra CONsmurn9x muwxcs/ coxTPAcr OOOIYDMS. S. xEldraaxi w mwA E. unr�aSPMaa� OEG rcB u! STRVCIpN YEANS YSTNGOS. TEOUIGUES. ROENGES AND (Oi COOINNAOXC NL P011TI0115 Oi ME NVxll UxOCP ME COMRAGI. 1 THE GOI(IRAC'RR SIV21 OISTALL ALL COUNVOR ANO N"' IN OIM OO WHERE ITO M�SC9OR O01xwCC[.STAN[ PNECE9ENUNLESS tt ED 0. ALL NORM pENORY[0 d PROICCT AMD YNERALS W9WlID SHALL R W SiRR ACCORIANLE WIM ALL MPYCImL CODES. IROW.T9NS. AND OROWAlIt6. GONOACiON RE LIVE ALL NONE] 1 GOMPLY LYRH ALL AUTNOR'. NUN - AND UICIM1 co—Ow CO—AND LOCH AMO STATE NR6OCfgNAL GOODS BEIRWG ON - rERFORwFMZ N ME fJ)IEP.IL COXTRAGiOR SHALL PRO10E AT THE —ECT ]TIE A FULL SET O CONSTRUCTN)x OONIaMS utWTm WITH ONE GTEST RLMmONS AND Ao9T2Iwws m LrAROTarloxs (Ox uc uR er Au PERsaxxn IN.nvm VTM TI6 PROQR. KRRLRO 9Y�TIus cOMcaxSimci0+rs Dfxmm eE FUMlDlin u�Hu�aQNDim 0 g OETArt3 INCLUDED NEIEW Ail WRNOED TO SMOr ON RESULT OF U... YINOP MOD(YArtlNS GOY O RGOIARED TO SWi 478 CmIGOIDNS OR SRUATIOxs, ATN S1NOI YOORGOINS SMALL 9E .—DED AS PAG! ME SCOFF O' WORN. SEA. PEN T.1 ruRi.TERAISMIG-NAATOO PRYlBAGE AREAS MS .: LOTED AAND . uCOxIMCTOR Sw.LL NA12 NO.— PRO.I 1 TO PROTCR [um9x PROFNFMS CARN[NR. PAVWO. OmmHG. LTC. —1 CONSTRurnOx. uANrGONwEnax ar rau c9rRRACTmI sNALL rN7WR AM DANAa rN.(r VE Otaaan OIS r0 COxSIRUCTMIX ON OR ABOUT DIE PROPERTY. COIRIACrmE SN41 SEE TO rt IINi O[NEPN WOaI ARG Is NFR CIFAx A PROPERY'. W2WR5 111N1 O UOT W OEw COxprt1V AMD fRCE (ROM PNM spars, mm. OR SYYOOEs 0( AM NATURE T4 ME AMMTECR GPaEAS NAVE NAGE EVCRT' C(POM TO RT iORlll W IXE CON AND GOMIPAGr OCUMOR9 INE GOYREIE SGOPE K Yom. O.W.— OR FAGORS W TNNEE DR ARE—S AS AN .NSs s 9W1 NOT E2.. 540 COMMCTW INOu COIIftFTVIO TIR PROECT ANO OIPNOFNFMs W ACCOFNWO WITH INE LVTEM Di MER OOOO¢R9. T11E MWII Cf/FxO�E11 � .1M�GONRI�LTs, PRNORs. OP 01�eSS�GI15 C) THE PRIOR i0 il2 SUBVISSNx N [OHIPAOOR's PROPOSN. W M[ MNi CF OSCREPAxCNS TUI[ COHIMCTmi SWLL PR2 TME Y013 COSRr d [YTUH,S .DRI, UXlrn ORCCiGO OTN[RnSE PACF�C.o MoNe SeNces LEGEND A ANTENNA CABLE (ABOVE GROUND) T TELEPHONE SERNDY (ABOVE GROUND) E PONER SE -DE (ABOVE GROUND) G GROUND RWG (ABOVE GROUND) - - - - - - - A------ ANTENNA CABLE (BUMED) -------T------ TELEPHONE SER`ACE (BURED) _------.E ------ POYER SERNCE (BURED) -------G------- GROUND RDTG(BURIED) PROJECT SUMMARY SITE NAME: HWY 70 & HWY 162 51TE NUMBER: SA -531-05 SITE ADDRESS: 4288 HWY 70 SOUTH ORONLLE, C:L 95905 LANDLORD: DALE MARSH ADDRESS: 4288 HWY 70 SOUTH OL ENGA O PACOIC BELL YORIE SEANCES mN OROALLE. G 95965 APPI1GNi: --SELL NOBSE SFEMCES MPUCANTS ADDRESS: ]BSI NORM FREEWAY BLVD. SACRAMENTO. G 9.14 ASSESSORS PARCEL NUYBER(S): DOB -530-035 ZONWG: M-2 VICINITY MAP CONTACTS 4 y0 y) � PAOD[ RF11 MCRIL SERNLES: RAu pRFPARAROM vAxO sxANxml Pa —)4.. A18MN. CNSOROA 9]804 ]SST NORM (iCAU`O BOUIEVNN C� (.1.) 4 CAUfOOSA 95W r . (EIS9.7-]I35 Ims) —4— N.T.S. Rf. FaaxFFRNc SVB1&Y OL ENGA O PACOIC BELL YORIE SEANCES mN RD. PANG NT. R0. —1 NORM R¢ENAr GOELL — 221 MOI —Er SACRAYDOO CAWORNA 95N4 lO. 1101 115-04219Ya2 PROPOSED /— PROJECT AREA rR w r/ SHEET INDEX T TITLE SHEET C-1, CIVIL PLAN SURVEY A-1 SITE PLAN, A'-2 ELEVATION, DETAILS HWY 70 & HWY 162 Title Sheet Site No. SA -531-05 SITE ADDRESS: 29p NW( 70 SOfTH OROVOEE EA 95965 PACIFIC © ®ELL® Mobde Services 3651 NORTH FREEWAY BOULEVARD SACRAMENTO, CAUFORNIA 95834 tie�p.lgriy�~ m, P+N�dr err � iv nN i, s NdIpYNw ry A.n� r T POST OFM BOC 499. AUmON. CA MKU- 999 (919) 90-31M RLN9ml/OMIvfSOx T 20MNc a -T7 -9e HWY 70 & NWY 162 Title Sheet A APR 58-5Sp ,/ / AO NR/1P. / TBP R. 2506 ..2- 2' ill.22p42' ACCESS ESMT. ON KOF22.6 2416 / APR 96.55H8 eSLLBBARU TOP CL 2.931 ®TTG4 M M6 [L EMS PRE APR 98-5219 C. PROP. 12' Oil- ESMr. PRASES LEAS[ MCA 1114E` • -0.122]9.5 %E PPO.ECf MA E WW ,1P XII- III - 100' \ \ DATE OF SURVEY: .5-26-98 SURVEYED BY OR UNDER DIRECTION OF: KENNETH D. CEIL. R.C.E. 1!803 LOCATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA BEARINGS SHOWN ARE BASED UPON MONUMENTS FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. ELEVATIONS SHOWN ON THIS PLAN ARE BASED UPON U.S.G.S. N.G.V.D. 29 DATUM. 1. 1988 CORRECTION: ADD 2.28' TO ELEVATIONS SHOWN. AIR INTERVAL• N/A THE LATITUDE AND LONGITUDE WERE DETERMINED USING TRIMBLE PATHFINDER PRO XL G.P.S AND U71U7ING PFWDER DIFFERENTIAL CORRECTION SOFTWARE AT THE RECEIVER ANTENNA LOCATION- LAT.: 392729.35• NAD 83 LONG, 121'34'5&27' NAD 83 LAT.:38'27'29.71• NAD 27 LONG.: 121'34'54.37' HAD 27 THUS SURVEY MEETS OR EXCEEDS FAA IA ACCURACY TOLERANCES. SITE NAME & NUMBER: , S.A. 531 -05, Hey 70 A Hay 162 SITE ADDRESS: 4288 STATE HWY. 70. ORONLLE, CALIFORNIA. 95965-8340 BUTTE COUNTY ASSESSOR'S PARCEL NUMBER: A.P.N. 036-530-035 CURRENT ZONING: M-2 OWNER(S}. HUNTER W. R. & KAREN F. ET AL 4288 STATE HWY. 70 OROVILLE, CA 95965-8340 SITE CONTACT: DALE MARSH (530) 534-3563 APR M-91-54 S.A. 531-05 Hey 70 & Hey 162 Label Ara. O.—IPUm A pwtlw of the Smth half W Section 36. Toensolp 18 Nato, flange 3 East. M.D.M.. B°Ile Counly, Catllaml.. est m 54`18' East 252.61 BeginnYlg al a point m hewe S.0 feel and Swlh 3554' West 15.00 teal trap a 3/4' Dan pipe at he the North weparly caner of Pw.d I a, shorn NePwcd Map @.d Boob 10 W Parcel Map, of Pogo 25 OlRdd =01 Butte County. thence Rom said p— at beglnnhq South 54V6' East 30.00 feet: thence South 3554' West 2500 feet; In— Nath 54W West 30.00 fa,U thence Nath 3554' East 25.00 teal to the point It heglnning. Nso Toq.lha Nth an ob—ant fa utniu,, purposae teal.. (12) feet In Idth ma cente,I at rhI h I, desalted oe fosoee: Beginning at . point enkh blue South 54`08' East 252.61 feat and South 3554' West 21.00 feel from Na of ,amw loved Norm caner d Pwcd 1: mance Ham 54118' Wast178.01 feel; mance Daum 5618'23• East 189.76 11: mea a lea. la m 4•I.11nq atolN l, Pate. Ms. leg . Nth on msement for Inwaea d We. ova one au me 4.Isling .oad.dY from than Northeast bvmdwy of me above d—ftlwl lease are d In a Hameeetady d6«Jim to m, Southerly dot of say of ,.. uyp , g, 1n SAI 531-05 Located new Ordville. CA 1 cwtify Nat me latitude of 39'2729.15' and the Imgllude of 121'34'5&27' we accurate to within +/- 15 feet hwi3ontdly. and mal the lora Site elevation el 22S AMSL Is c...t. to month +/- 3 foot v Ucally. With an planned stmct,re height of 110' vu ACL. the oall height could be 33]' AM$ The hwi2mlal datum cowdtnalas are in lame of the Norm Ame/iean Datum of 1983 (NAD 83) and we ..P,—.d as degrees, minutes and seconds. to the (herest hundredth cf a eecond. The mticcl datum ight.) we m lam' el Ins Nallond Geodetic Vertical Oalum al 192. end are to the nearest foot. The ...lice rection for the Nwln American Vertical Datum .1 1.86 1. + 2.28 (eet. Kewlvlh 0. Gag R.C.E. 14603 PROPOS® PROJECT AREA FLOVLINE MCN \� \'Jv. xx \ \ \ \ ` \ \ 12.0.' IR.1 D.T. SEAM I" - 10' \ \ / ,wSPNAIT / 121& Pte, ACCESS CVT. Go E'.. ,a GR 2213 / /. • ROOF 23&4 V \ .. /• EXIST. SIH ELM / PROJECT AREA ENLARGEMENT ° g €� 11 8 N.T.S. Ad. GEIL ENGINEERING IXCtN MG • 6OIWiYO1C • FC—NG 1 NRIGS AUBURN, , CAIIi'ORN11 90803 phave: T3 0) 880-0426 fee: (b 0) 823-1300 DATE, 1126/98 SIRVEYM K TdR r0. SOIX RB REVISION& i DATE DESCMTIDI b � CIcc, PR N y A31SO 9" CHEM PRINT ION CONPLETE VICINITY MAP � a � Q) BJn Q Z C:) V = W J r�r U) F --I = C7 a� z BENCHNARp �� Q W 1/2' CAPPED IRON PIPE ,--I Z ELEV. 223.51' US.G.S. Q NA.V.O. 1929 DATUM �QI InU GO H X RE EILINEERPIG r fmtn \ ]851 M rrwwy ■ Svrvenla G 936,1 l %` Pn.a. 19161 YI-1@b 'y7� 150. 4 j�l/ /M VSD Ij 4 INOEPENOENI CONTRACTOR a / 38S enFtq u 93'23. j Porn 126, 561-1@6 j � / Vuaa [Nna S.A. 531-05 Highway 70 & Highway 162 SURVEY C-1 / / APN.36-53-01 S� i N FMR/J.P. TOP P_f20 25Ei.6 GR. 220.4 L. PROP. 12' ACCESS ESMT. GR 222.6 ROOF 243.6 % � I / L i APN. M-53-16 BILLBOARD TOP EL. 249.5 BOTTOM EL. 235.6 GR. EL. 220.5 ABAND. SERV. POLE TOP EL 241.0 AP,N. 36-52-45 GR EL 220.7 C.L. PROP. 12' LITIL. ESM, _PROPOSED LEASE AREA GR ROOF22.8 239.5 SEE pRO.�CtAMA A.p,N. 36-530-035 N X OVERALL SITE PLAN NOT TO SCALE AP.N.36-53-34 4 TEL PANEL MOUNTED ON STRUT FRAME SEE SHEET E-1 45.00' NOTE - ORIENTATION DF TESCO PEDESTAL AND TELCO PANEL SHALL BE FIELD VERIFIED T\ TEPOWER PEDESTAL \� SHETESEE I SHEET E-1 NEW 6' EBB CONC. SLAB EACH W/ �1 H AR AT 12' OC. E9WAY TYP. NEV CHAIN LIKK FENCE SEE DETAILS SHEET -2 O SITE PLAN a SCALE, 1/4' = 1'-0' } GENERAL NOTES: A. 2' CLEAN 3/1' CRUSHED ROCK DVER 1' CLASS TWO AGGREGATE BASE INSIDE LEASED AREA WITH MIRASCAPE LANDSCAPE FABRIC WEED BARRIER B. IN ADDITION TO EQUIPMENT AND TOWER SPACE REQUIREMENTS. LEASED AREA SHOULD CONSIDER SUCH ITEMS AS. MAINTENANCE, CRANE ACCESS AMD LANDSCMIN4 E ONSITE DRAINAGE SMALL BE DICTATED BY SITE CONDITIONS NEV PONS. ANTENNAS THREE AS INDICATED PLUS THREE ADDITIONAL SPACES FOR FUTURE ANTENNAS P PROPOSED ANTENNA F = FUTURE ANTENNA SITE ADDRESS: 42M HWY TO SOUTH SACRAMENTO. CA. 95826 NOTE - FINAL FOUNDATION DESIGN AND MONOPOLE WIDTH TO BE PROVIDED BY MONOPOLE MANUFACTURER PROPRIETARY INFORMATION THE INFIMMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY MATURE ANY USE OR DISCLOSURE OTHER AN THAT WHICH RELATES TO PACIFIC BELL MOBILE SERVICES IS STRICTLY PROHIBITED. PACIFIC © ®ELL Moble SeNce8 3851 NORTH FREEWAY BLVD. SACRAMENTO, CALIFORNIA 95834 T -Pe-� AUBIl9N, CA 95601-1999 (916) 911-9155 MP 1 ZONING 6-16-98 zGNl wmfn HWY 70 & HWY 162 SITE PLAN MAL 1 -PEEN SA -5D1-95 w�R MR AS NOTED A /) 6-16-90 — 1 D v CONCRETE PAD SPECS. CONC. MDI OESIGHS SHALL CONFORM TO UBC SEMN 2804 PORII.AHO CEMENT SHALL 8E TYPE II ANO CONFORM TO ASTM CISO CONC. SH— MW A UN. 2a DAY GDMPRESSNE SOTENGTH DF 2500 PSI REBAR AT 2' OC. REWFORCEMENT FOR SUB ON CRAOE SHALL CONFORM 0 GEOTECH. REPORT VERUY CONSTRUCTION 0END OR C=0POST. 2 1/2'A SID. PILL 02LINE POST. 2'0 SID. PIPE 0TENSION BAR. 1/113/1' DA 3/8' SIM TRUSS ROD W/IGIIMER 0 ALL CORNERS, ANOIOR ENDS 0 GTE POSTS. 0 I 1/4'6 SID. RPE © TENSION WIRE a GL GLV. COL SPRING STEEL WIRE Q I/B'.]/C SRIPTORA BANDS 0 12' O.C. Q GALV. BARBED WIRE 1 -POW . NO. 12 GL 0 DGENSNW EYE LOOP ®NO, 9G TR WIRE 011' 02' MESH . NO. 9 G GLLV. OWN UNI( FABRIC 0 1 1/1' SID. RPE 0 CORNERS ANCHORS. A DIGS FENCE DETAIL AS REQ. SCALE: NTS TOP PNL POSE CAP PAR DO -11� RAR BAND 2 1/1'i RIPE SER POST OPTIONAL MTS METAL PEDESTAL BTS COMMUNICATIONS BOX SCAM' NTS FENCE POST CAP DETAIL AS REQ. SCALE: NTS NORTH ELEVATION SGaE I' - 10' SITi ADDRESS: ROTE: PROPNETARY INFORMARON THE WFORMADON CONTAINED IN THIS SET M CONSTRUCTION OOCUMEHIS 6—RIETARY BY NATURE. ANY uSE OR OISCLOAIRE OTHER TIVJH TIUT WWCH RELATES TO PA nl BELL MOBILE SEANCES ANS K STRICTLY PROHIBITED. PACIFIC © ®ELL Mobde services 3851 NORTH FREEWAY BLVD. SACRAMENTO. CALIFORNIA 95834 n. = —" .ple r T� 0 N POST �iW2 mY A99I Auaullx, u umamE IRIS) w -ma xR ZOHWG 6 -I] -9a HWY 70 k HWY 162 ELEVATIONS / DETAILS T -PEEK G-'20 AS HOLED r A-2 Milmar Tractor Inc. BOUNDARY LINE MODIFICATION VIA TENTAVE PARCEL MAP, two parcels on the west side Of Powerhouse Hill Road, approximately 2200 ft. south of its intersection with Lone Tree Road, Oroville area. Assessor's Parcel Number: 36-53-15 & 17 Engineer: Roper Associates Public Works Department conditions are: CID Deed to the County of Butte 30 ft. right-of-way from the centerline of Powerhouse Hill Road. r 011-2. Indicate a 50 ft. building setback from the centerline of Powerhouse Hill Road. j_)�03 Show all easements of record on the final map. SLS 011crY6i- r de, - 4. Pay off any assessments. ���t seet s;195Pay any delinquent oeorcurrent tax as required. Environmental Health Department condition is: L Provide a 100' leach field free setback around existing wells either 'a- within the property or within 100' of the property boundaries on both parcels. ASHJIAN TOWERS CORPORATION STRUCTURAL ANALYSIS REPORT NUMBER 510 11 0 -FOOT SELF SUPPORT TOWER Hwy 70 &Hwy 162 Oroville, California Lingular Wireless Site No. SA -531 May 24, 2004 By Karl Tashjian IR OVES Z3 042 m LLJ Expires 130 2005 s� r� EN qTF OF C Tashjian Powers Corporation 2183 S. Highland Ave., Sanger, CA 93657 Ph. (559) 495-0307, .Fax. (559) 495-0557 Checked by: Karl Tashjian Hwy 70 & Hwy 162, Site No. SA -531 110 Foot Self Support Tower AUTHORIZATION/PURPOSE As authorized by Cingular Wireless, a complete structure analysis of the 110 ft self-support tower at Hwy 70 & Hwy 162 in Oroville, California has been performed to determine the structural adequacy of the tower to support the proposed new Cingular Wireless loading along with current loading. TOWER HISTORY The three -sided 110 ft. self-support tower was designed and constructed by La Blanc. The tower is constructed of (5) 20' sections and (1) 10' top section with solid round legs and angle horizontal and diagonal x -bracing. Sections are connected with bolted flanges welded to each leg. All diagonal and horizontal braces have bolted connections to the leg of the tower. The tower has an inside climb ladder with a safety climb device. The tower is galvanized and has no apparent signs of rust or corrosion. PROPOSED AND EXISTING APPURTENCES The analysis was performed to determine the feasibility of the tower to support the following antenna loads: STATUS ELEVATION QUANTITY ANTENNA TYPE PROJ'D LINE SIZE MOUNT 40'-60' 30.5% HORIZONTAL 20' —40' AREA EXISTING 108' 1 EA DECIBEL 5.74 SQ 4 @ 7/8" PIPE FRAME #DB961DD90E-M FT PROPOSED 108' IEA DECIBEL 5.74 SQ 4 @ 7/8" PIPE FRAME #DB961 DD90E-M FT PROPOSED 108' 2 EA DECIBEL 6.45 SQ 4 @ 7/8" PIPE FRAME #DB932QDG90E-M FT FUTURE 108' 2 EA DECIBEL 6.45 SQ 4 @ 7/8" PIPE FRAME #DB932QDG90E-M FT ANALYSIS CRITERIA The tower analysis is based on the current TIA/EIA-222-F revision of the "Structural Standards for Steel Antenna Towers and Antenna Support Structures" using a basic wind speed of 75 mph with no ice. Steel grade for tower legs are assumed to 50 ksi, diagonal braces and horizontal braces are assumed to 36 ksi. A site visit by Tashjian Towers provided the tower geometry, member sizes, existing antenna and feed line information. The proposed antenna and feed line information was provided by Cingular Wireless. It is assumed that there are no appreciably damaged members and connections. ANALYSIS PROCEDURE The tower was analyzed using the 3-dimensional non-linear analysis software "ERI Tower" version 3.0.0.7, 2004, produced by C -Concepts Inc. This software is created specifically to analyze communication towers and is the latest program available commercially. The tower was analyzed as an existing unmodified tower under existing and proposed loads. ANALYSIS RESULTS The tower with specified equipment is adequate to retain the design wind load rating of 75 mph per the TIA/EIA 222 Revision F. The tower with existing and proposed loading is at 64.7% of its capacity. See the output summary. MAXIMUM STRESSES MEMBER TYPE ELEVATION MAX MUM STRESS % LEG 60'-80' 64.7% DIAGONAL 40'-60' 30.5% HORIZONTAL 20' —40' 5.5% The deflections are calculated for the Service Wind of 50 mph. The critical deflections table shows sway and tilt deformations at elevations where appurtenances are mounted. The allowable deformation is based on the l OdB degradation criteria. TWIST AND SWAY The following table summarizes the maximum foundation reactions. No original foundation design calculations or drawings were available. MAXIMUM FOUNDATION REACTION SUMMARY TABLE FOUNDATION MODIFIED REACTIONS REACTION VERTICAL FORCE 70.30 kips SHEAR FORCE 6.06 kips CONCLUSIONS AND RECOMMENDATIONS The tower is adequate in its current configuration with no modifications to support the existing and proposed loading. Results of the analysis are summarized in the tower analysis. PROVISIONS OF ANALYSIS The analysis performed and the conclusions contained herein are based on the assumption that the tower has been properly installed and maintained, including, but not limited to the following: a. Proper alignment and plumbness of the tower. b. Correct bolt tightness. C. No significant deterioration or damage to any component. Furthermore, the information and conclusions contained in this Report were determined by application of the current "state-of-the-art" engineering and analysis procedures and formulae, and the engineer assumes no obligations to revise any of the information or conclusions contained in this Report in the event that such engineering and analysis procedures and formulae are hereafter modified or revised. In addition, under no circumstances will the engineer have any obligation or responsibility whatsoever for or on account of consequential or incidental damages sustained by any person, firm or organization as a result of any information or conclusions contained in the Report, and the maximum liability of engineer if any, pursuant to this Report shall be limited to the total funds actually received by the engineer for preparation of this Report. Customer has requested the engineer to prepare and submit to Customer an engineering analysis with respect to the Subject Tower and has further requested the engineer to make appropriate recommendations regarding suggested structural modifications and changes to the Subject Tower. In making such request of the engineer, Customer has informed the engineer that Customer will make a determination as to whether or not to implement any of the changes or modifications which may be suggested by the engineer and that Customer will have any such changes or modifications made by riggers, erectors and other subcontractors of Customer's choice. Customer hereby agrees and acknowledges that the engineer shall have no liability whatsoever to Customer or to others for any work or services performed by any persons other than the engineer in connection with the implementation of any structural changes or modifications recommended by the engineer including but not limited to any services rendered for Customer or for others by riggers, erectors or other subcontractors. Customer acknowledges and agrees that any riggers, erectors or subcontractors retained or employed by Customer shall be solely responsible to Customer and to others for the quality of work performed by them and that the engineer shall have no liability or responsibility whatsoever as a result of any negligence or breach of contract by any such rigger, erector or subcontractor and that Customer and rigger, erector, or subcontractor will provide the engineer with a Certificate of Insurance naming the engineer additionally insured. MAXIMUM MAXIMUM SWAY ALLOWABLE ELEVATION TWIST (DEGREES) DEFORMATION (DEGREES) (DEGREES) 110' 0.00 0.16880 The following table summarizes the maximum foundation reactions. No original foundation design calculations or drawings were available. MAXIMUM FOUNDATION REACTION SUMMARY TABLE FOUNDATION MODIFIED REACTIONS REACTION VERTICAL FORCE 70.30 kips SHEAR FORCE 6.06 kips CONCLUSIONS AND RECOMMENDATIONS The tower is adequate in its current configuration with no modifications to support the existing and proposed loading. Results of the analysis are summarized in the tower analysis. PROVISIONS OF ANALYSIS The analysis performed and the conclusions contained herein are based on the assumption that the tower has been properly installed and maintained, including, but not limited to the following: a. Proper alignment and plumbness of the tower. b. Correct bolt tightness. C. No significant deterioration or damage to any component. Furthermore, the information and conclusions contained in this Report were determined by application of the current "state-of-the-art" engineering and analysis procedures and formulae, and the engineer assumes no obligations to revise any of the information or conclusions contained in this Report in the event that such engineering and analysis procedures and formulae are hereafter modified or revised. In addition, under no circumstances will the engineer have any obligation or responsibility whatsoever for or on account of consequential or incidental damages sustained by any person, firm or organization as a result of any information or conclusions contained in the Report, and the maximum liability of engineer if any, pursuant to this Report shall be limited to the total funds actually received by the engineer for preparation of this Report. Customer has requested the engineer to prepare and submit to Customer an engineering analysis with respect to the Subject Tower and has further requested the engineer to make appropriate recommendations regarding suggested structural modifications and changes to the Subject Tower. In making such request of the engineer, Customer has informed the engineer that Customer will make a determination as to whether or not to implement any of the changes or modifications which may be suggested by the engineer and that Customer will have any such changes or modifications made by riggers, erectors and other subcontractors of Customer's choice. Customer hereby agrees and acknowledges that the engineer shall have no liability whatsoever to Customer or to others for any work or services performed by any persons other than the engineer in connection with the implementation of any structural changes or modifications recommended by the engineer including but not limited to any services rendered for Customer or for others by riggers, erectors or other subcontractors. Customer acknowledges and agrees that any riggers, erectors or subcontractors retained or employed by Customer shall be solely responsible to Customer and to others for the quality of work performed by them and that the engineer shall have no liability or responsibility whatsoever as a result of any negligence or breach of contract by any such rigger, erector or subcontractor and that Customer and rigger, erector, or subcontractor will provide the engineer with a Certificate of Insurance naming the engineer additionally insured. I EJUTowerP Job Page1 Options 110' SELF SUPPORT TOWER of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 Use ASCE 10 X -Brace Ly Rules Tower�l.np`ut Data Q�pFESSIp/y� The main tower is a 3x free standing tower with an overall height of 110' above the ground line. �O /�v\NN� T S+ �� The base of the tower is set at an elevation of 0' above the ground line. The face width of the tower is 6' at the to and 10'1-1/2" at the base. '> ' P _- s. This tower is designed using the TIA/EIA-222-F standard. , 35542 The following design criteria apply: d E 0/ 005 xfre0s 1 J Basic wind speed of 75 mph. P / Deflections calculated using a wind speed of 50 mph. ��Q` Pressures are calculated at each section. �'�� E-NG\�� ��\Q Stress ratio used in tower member design is 1.333. OF CAL��� Local bending stresses due to climbing loads and feedline supports are not considered. a Options Consider Moments - Legs J Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X -Brace Ly Rules Consider Moments - Diagonals 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Use Clear Spans For KIJr SR Leg Bolts Resist Compression 4 Use Code Safety Factors - Guys 4 Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area of Appurt. Include Angle Block Shear Check J Include Bolts In Member Capacity Autocalc Torque Arm Areas ''_Poles 4 Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear -Torsion Interaction J Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub -Critical Flow Use Diamond Inner Bracing (4 Sided) Use Top Mounted Sockets a RITow r Job Page 1 110' SELF SUPPORT TOWER 2 of 18 TASHA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX.- (559) 495-0557 20' T5 Wind 180 Lea A Wind 90 �4P �c" B Leg C Leg B Face C Wind Normal Triangular Tower �` ` � ;: - • r � � � .�Tower .Section. eometry - Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections T1 " 110'-100' 6' 1 10' T2 100'-80' 6' 1 20' T3 80'-60' 6' 1 20' T4 60'40' 6' 1 20' T5 40'-20' 6' 1 20' T6 20'-0' 8'23/32" 1 20' Tower Section :Geometry, cont,d Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in Tl 110'-100' 5' X Brace No No 0.0000 0.0000 T2 100'-80' 5' X Brace No No 0.0000 0.0000 T3 80'-60' 5' X Brace No No 0.0000 0.0000 T4 60'-40' 5' X Brace No No 0.0000 0.0000 T5 40'-20' 5' X Brace No No 0.0000 0.0000 T6 20'-0' 5' X Brace No No 0.0000 0.0000 ►Tower Job Page Leg 110' SELF SUPPORT TOWER 3 of 18 TASHA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 Single Angle Ll 3/4x1 3/4x3/16 TTowerSectionGeomet .ry cont.'d - -( . Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft Stitch Bolt (per face) T1 110'-100' Single Angle Ll 3/4x1 3/4x3/16 T1 110'-100' Solid Round 2 A572-50 Single Angle L1 3/4x1 3/4x3/16 A36 (36 ksi) T5 40'-20' (50 ksi) L2x2x1/4 A36 (36 ksi) T2 100'-80' Solid Round 2 A572-50 Single Angle L2x2x3/16 A36 in T1110'-100' 1.00 (50 ksi) A36 1 (36 ksi) T3 80'-60' Solid Round 2 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) T2100'-80' (36 ksi) T4 60'40' Solid Round 21/2 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T5 40'-20' Solid Round 2 1/2 A572-50 Single Angle L2x2xl/4 A36 1 1.05 36.0000 (50 ksi) (36 ksi) T6 20'-0' Solid Round 23/4 A572-50 Single Angle L2x2x1A A36 1.00 0.2500 A36 (50 ksi) 1 1.05 (36 ksi) Tower'Section�Geomet - cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft Stitch Bolt Stitch Bolt (per face) T1 110'-100' Single Angle Ll 3/4x1 3/4x3/16 A36 Single Angle A36 Spacing (36 ksi) (36 ksi) T5 40'-20' Single Angle L2x2x1/4 A36 Single Angle A36 in (36 ksi) (36 ksi) Tower Section Geomet _(cont'd Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mu/t. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Diagonals Horizontals J? ft, in in in T1110'-100' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T2100'-80' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T3 80'-60' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T4 60'-40' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T5 40'-20' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T6 20'-0' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) TowerSection -Ge omet cont'd E Tower Job Page Diagonal 110' SELF SUPPORT TOWER 4 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 Inner Elevation 'Note: K factors are applied to member segment lengths. K -braces without inner supporting members will have the K factor in the out -of -plane direction applied to the overall length.• Tower�,Section ,Geometry°(cont,d) = Tower Elevation ft Leg Horiz. Diagonal Top Girt Bottom Girt K Factors' Long Horizontal Short Horizontal Net Width U Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K in Brace Brace Diags fl 110'-100' Horiz. Brace Width Single Solid in Diags Diags T2100'-80' in 2.0000 Deduct 2.0000 Angles Rounds Deduct X X X X X X X ft 2.0000 2.0000 2.0000 Y Y Y Y Y Y Y T1110'-100' No No 1 II 0.0000 1 1 1 1 1 0.75 0.0000 0.75 0.0000 1 I 1 1 1 1 I T2100'-80' No No 1 I I 1 1 1 1 1 0.0000 0.75 T3 80'-60' 0.0000 I 1 1 1 1 1 1 T3 80'-60' No No 1 1 1 I 1 1 1 1 0.0000 0.5 0.0000 0.75 1 1 1 1 I 1 1 T4 60'40' No No 11 0.75 1 1 I 1 I 1 0.75 0.0000 0.75 0.0000 1 1 1 1 1 1 1 T5 40'-20' No No 1 1 1 1 1 1 1 I 0.0000 0.75 I 1 I 1 I 1 1 T6 20'-0' No No I 1 1 I 1 I I 1 1 1 1 1 1 I 1 'Note: K factors are applied to member segment lengths. K -braces without inner supporting members will have the K factor in the out -of -plane direction applied to the overall length.• Tower�,Section ,Geometry°(cont,d) = Tower Elevation ft Leg Horiz. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Net U Nei U Net U Bot. Deduct in Deduct in Deduct in Width in Width fl 110'-100' Width 2.0000 Width 2.0000 2.0000 in 2.0000 in T2100'-80' in 2.0000 Deduct 2.0000 Deduct 2.0000 Deduct 2.0000 Deduct 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 in 2.0000 in 2.0000 in 2.0000 in 2.0000 TI 110'-100' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2100'-80' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3 80'-60' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 60'-40' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 40'-20' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 20'-0' 1 0.0000 0.75 1 0.0000 0.5 1 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 'Tower :Section 'Geomet cont'd Tower IConnection Offsets Elevation I Diagonal I K -Bracing ' Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Top Top Bot. Bot. Top Top Bot. Bot. .ft in in in in in in in in fl 110'-100' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T2100'-80' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T3 80'-60' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T4 60'40' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T5 40'-20' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T6 20'-0' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 ��*+ Job Page :ower 110' SELF SUPPORT TOWER 5 of 18 TASHAAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS 1 Tam FAX: (559) 495-0557 1 in 'Tower ° Section,`Geornet t(conVd Tower Elevation ft Leg Connection Type Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Leg in fr in in in in in 1 1/2" Rigid Conduit in No in in 1 1 1.5000 T1110'-100' Flange 0.8750 4 0.6250 1 0.5000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 1101-01 24 8 1.5000 A325N 0.00 A325N A325X A A325N 0.000 A325N 0.000 A325X A325N T2100'-80' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 T3 80'-60' A325N 0.000 A325N A325X 0.000 A325N A325N B A325X A325N 0.000 T3 80'-60' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 0.000 0.000 A325N 0.00 A325N A325X B A325N 0.000 A325N 0.000 A325X A325N T4 60'40' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N T5 40'-20' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N T6 20'-0' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N Feed L1WLinear. Appurtenances -'Entered As ,Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Section or Shield Type Number Per Row Spacing Diameter Leg fr ft in in in klf 1 1/2" Rigid Conduit C No Ar (CfAe) 1101-01 1 1 1.5000 1.5000 0.00 Feedline Ladder (Af) C No Af (CfAe) 1101-01 1 1 3.0000 3.0000 12.0000 0.01 7/8 C No Ar (CfAe) 1101-01 24 8 1.5000 1.1100 0.00 :Feed Line/Linear Appurtenances -:Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ' ft frIfft klf Climbing Ladder C No CaAa (In Face) 1101-01 1 No Ice 0.29 0.01 AFeed line/Linear Appurtenances SectionAreas Tower Tower Face An AF CAAA CAAA Weight Section Elevation In Face Out Face ft fr fig fig f? K T1 110'-100' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 8.650 2.500 2.900 0.000 0.30 T2 100'-80' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 T3 80'-60' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 T4 60'-40' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 ERITower, Job Page CAAA 110' SELF SUPPORT TOWER 6 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 A 0.000 0.000 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation AR ft, K In Face Out Face CAAA Out Face 12 ft ft, ftp ftz ft1 K T5 40'-20' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 T6 20'-0' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 Discrete'Tower'Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert Tower,Pressures -..No, Ice, GA = I.Is5 Section Elevation t = ft KZ ft deg ft F a c e fr' AR ft, K Leg % CAAA In Face r' CAAA Out Face 12 ft 105' 1.392 20 61.667 A 6.157 3.333 3.333 ft 2.900 0.000 Flash Beacon Lighting C None 0.0000 110' No Ice 2.70 2.70 0.05 LIGHTNING ROD A None 0.0000 110' No Ice 1.00 1.00 0.01 (2) DB932QDG90EM B None 0.0000 108' No Ice 6.45 2.01 0.02 (PROPOSED) 6.667 6.667 38.19 5.800 0.000 (2) DB961DD90T2E-1V1 A None 0.0000 108' No Ice 5.74 5.12 0.01 (PROPOSED) C 15.788 23.967 (2) DB932QDG90EM C None 0.0000 108' No Ice 6.45 2.01 0.02 (FUTURE) 6.667 6.667 38.19 5.800 0.000 Tower,Pressures -..No, Ice, GA = I.Is5 Section Elevation t = ft KZ 9i Psf Ac ft, F a c e AF r' AR ft, Ales r' Leg % CAAA In Face r' CAAA Out Face 12 T1110'-100' 105' 1.392 20 61.667 A 6.157 3.333 3.333 35.12 2.900 0.000 B 6.157 3.333 35.12 C 8.657 11.983 16.15 T2100'-80' 90' 1.332 19 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 B 10.788 6.667 38.19 C 15.788 23.967 16.77 T3 80'-60' 70' 1.24 18 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 B 10.788 6.667 38.19 C 15.788 23.967 16.77 T4 60'40' 50' 1.126 16 124.167 A 10.788 8.333 8.333 43.58 5.800 0.000 B 10.788 8.333 43.58 C 15.788 25.633 20.12 T5 40'-20' 30' 1 14 144.797 A 12.895 8.348 8.348 39.30 5.800 0.000 B 12.895 8.348 39.30 C 17.895 25.648 19.17 T6 20'-0' 10' 1 14 186.464 A 14.241 9.183 9.183 39.20 5.800 0.000 B 14.241 9.183 39.20 C 19.241 26.483 20.08 ER[Tower Job Page qt s 110' SELF SUPPORT TOWER 7 of 18 TASMA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX (559) 495-0557 3.333 3.333 TowerIPressure,Service GH =1.155 Section Elevation t = t KZ qt s Ac - ft' F a c.Z e AF l AR i1 A,, i2 Leg % CAAA In Face ft2 CAAA Out Face ft, T1110'-100' 105' 1.392 9 61.667 A 6.157 3.333 3.333 35.12 2.900 0.000 0.09 C B 6.157 3.333 0.582 35.12 1 8.097 C 8.657 11.983 2.208 16.15 1 1 T2100'-80' 90' 1.332 9 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 1 14.656 1.65 0.08 C B 10.788 6.667 B 38.19 2.803 0.58 1 1 14.656 C 15.788 23.967 16.77 0.322 2.238 T3 80'-60' 70' 1.24 8 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 2.803 0.58 1 1 14.656 B 10.788 6.667 38.19 B 0.142 2.803 0.58 1 1 C 15.788 23.967 16.77 T4 60'-40' 50' 1.126 7 124.167 A 10.788 8.333 8.333 43.58 5.800 0.000 1.50 A 0.154 2.757 0.582 B 10.788 8.333 1.43 43.58 C B 0.154 2.757 C 15.788 25.633 15.639 20.12 T5 40'-20' 30' 1 6 144.797 A 12.895 8.348 8.348 39.30 5.800 0.000 T5 40'-20' 0.64 1.77 A B 12.895 8.348 1 39.30 17.745 1.38 0.07 C C 17.895 25.648 0.581 19.17 1 17.745 T6 20'-0' 10' 1 6 186.464 A 14.241 9.183 9.183 39.20 5.800 0.000 33.697 T6 20'-0' B 14.241 9.183 0.126 39.20 0.578 1 1 19.549 1.53 0.08 C C 19.241 26.483 B 20.08 2.863 0.578 'Tower,Forces.-,No Ice-Mind.NormafToFace Section Elevation ft Add Weight K Self Weight K F a c e e CF RR DF DR A£ ,2 F K w klf Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 1 1 8.097 0.89 0.09 C B 0.154 2.757 0.582 1 1 8.097 C 0.335 2.208 0.627 1 1 16.172 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 1.65 0.08 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 1.54 0.08 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 1 1 15.639 1.43 0.07 C B 0.154 2.757 0.582 1 1 15.639 C 0.334 2.21 0.627 1 1 31.854 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 1 1 17.745 1.38 0.07 C B 0.147 2.784 0.581 1 1 17.745 C 0.301 2.294 0.616 1 1 33.697 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 1 1 19.549 1.53 0.08 C B 0.126 2.863 0.578 1 1 19.549 C 0.245 2.452 0.601 1 1 35.148 Sum Weight: 3.51 8.35 OTM 478.31 8.42 kip -ft �°, ower Job Page F a c e 110' SELF SUPPORT TOWER 8 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland ' HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX.- (559) 495-0557 0.582 0.8 Tower, Forces�� 'No` Icer Wind,60'To face, Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE ft2 F K it, kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.8 1 6.866 0.81 0.08 C B 0.154 2.757 0.582 0.8 1 6.866 C 0.335 2.208 0.627 0.8 1 14.441 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 1.50 0.07 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 1.39 0.07 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.8 1 13.481 1.30 0.06 C B 0.154 2.757 0.582 0.8 1 13.481 C 0.334 2.21 0.627 0.8 1 28.696 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.8 1 15.166 1.25 0.06 C B 0.147 2.784 0.581 0.8 1 15.166 C 0.301 2.294 0.616 0.8 1 30.118 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.8 1 16.701 1.37 0.07 C B 0.126 2.863 0.578 0.8 1 16.701 C 0.245 2.452 0.601 0.8 1 31.300 Sum Weight: 3.51 8.35 OTM 432.52 7.61 kip -ft Tower;forces -.No Ice- Wind907o Face' Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE ? F K iv klf Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.85 1 7.174 0.83 0.08 C B 0.154 2.757 0.582 0.85 1 7.174 C 0.335 2.208 0.627 0.85 1 .14.874 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 1.53 0.08 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 1.43 0.07 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.85 1 14.020 1.33 0.07 C B 0.154 2.757 0.582 0.85 1 14.020 C 0.334 2.21 0.627 0.85 1 29.486 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.85 1 15.811 1.28 0.06 C B 0.147 2.784 0.581 0.85 1 15.811 C 0.301 2.294 0.616 0.85 1 31.013 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.85 1 17.413 1.41 0.07 C B 0.126 2.863 0.578 0.85 1 17.413 C 0.245 2.452 0.601 0.85 1 32.262 Sum Weight: 3.51 8.35 OTM 443.97 7.81 kip -ft Towerforces,-.'Service,-°Wind'Normal'ToTace R[Tower Job Page F a c e '110' SELF SUPPORT TOWER 9 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 0.582 1 Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE fr F K IV kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 1 1 8.097 0.40 0.04 C B 0.154 2.757 0.582 1 1 8.097 C 0.335 2.208 0.627 1 1 16.172 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 0.73 0.04 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 0.68 0.03 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 .1 30.719 T4 60'-40' 0.64 1.50 A 0.154 2.757 0.582 1 1 15.639 0.63 0.03 C B 0.154 2.757 0.582 1 1 15.639 C 0.334 2.21 0.627 1 1 31.854 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 1 1 17.745 0.61 0.03 C B 0.147 2.784 0.581 1 1 17.745 C 0.301 2.294 0.616 1 1 33.697 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 1 1 19.549 0.68 0.03 C B 0.126 2.863 0.578 1 1 19.549 C 0.245 2.452 0.601 1 1 35.148 Sum Weight: 3.51 8.35 OTM 212.58 3.74 kip -ft Towerforce&- Service Wind 60 To'face Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE t1 F K iv kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.8 1 6.866 0.36 0.04 C B 0.154 2.757 0.582 0.8 1 6.866 C 0.335 2.208 0.627 0.8 1 14.441 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 0.66 0.03 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 0.62 0.03 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.8 1 13.481 0.58 0.03 C B 0.154 2.757 0.582 0.8 1 13.481 C 0.334 2.21 0.627 0.8 1 28.696 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.8 1 15.166 0.55 0.03 C B 0.147 2.784 0.581 0.8 1 15.166 C 0.301 2.294 0.616 0.8 1 30.118 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.8 1 16.701 0.61 0.03 C B 0.126 2.863 0.578 0.8 1 16.701 C 0.245 2.452 0.601 0.8 1 31.300 Sum Weight: 3.51 8.35 OTM 192.23 3.38 kip -ft WTower. Forces -:Service -,,Wind 90 ToFace Tower Job Page F a c e 110' SELF SUPPORT TOWER 10 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 0.582 0.85 Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AF jr F K w k! Ctrl. Face TI 110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.85 1 7.174 0.37 0.04 C 1.411 9 1.00 B 0.154 2.757 0.582 0.85 1 7.174 1.403 9 12.89 4.01 DB961DD90T2E-M 0.0000 C 0.335 2.208 0.627 0.85 1 14.874 10.23 DB932QDG90EM 0.0000 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 0.68 0.03 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 0.63 0.03 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.85 1 14.020 0.59 0.03 C B 0.154 2.757 0.582 0.85 1 14.020 C 0.334 2.21 0.627 0.85 1 29.486 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.85 1 15.811 0.57 0.03 C B 0.147 2.784 0.581 0.85 1 15.811 C 0.301 2.294 0.616 0.85 1 31.013 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.85 1 17.413 0.63 0.03 C B 0.126 2.863 0.578 0.85 1 17.413 C 0.245 2.452 0.601 0.85 1 32.262 Sum Weight: 3.51 8.35 OTM 197.32 3.47 kip -ft Disc'rete:A urtenance`Pr'essures -'No "Ice ` cH=l:Iss Description Aiming Azimuth deg Weight K Offset, ft Offset ft z ft K.F20 s CAAc Front tZ CAAc Side ft, Flash Beacon Lighting 0.0000 0.05 0' 0' 110' 1.411 9 2.70 2.70 LIGHTNING ROD 0.0000 0.01 0' 0' 110' 1.411 9 1.00 1.00 DB932QDG90EM 0.0000 0.04 0'0'108' 0' 108' 1.403 9 12.89 4.01 DB961DD90T2E-M 0.0000 0.02 0' 0' 108' 1.403 9 11.48 10.23 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 20 12.89 4.01 Sum 0.16 Weight: 'DisicretdA0purteinan1be°Pressures -'Service cH=_lass Description Aiming Azimuth deg Weight K Offset, ft Offset, ! _ ft K,q, s CAAc Front r' CAAc Side 12 Flash Beacon Lighting 0.0000 0.05 0' 0' 110' 1.411 9 2.70 2.70 LIGHTNING ROD 0.0000 0.01 0' 0' 110' 1.411 9 1.00 1.00 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 9 12.89 4.01 DB961DD90T2E-M 0.0000 0.02 0' 0' 108' 1.403 9 11.48 10.23 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 9 12.89 4.01 Sum 0.16 Weight: 'Force Totals ERYTower Job Page Sum of 110' SELF SUPPORT TOWER 11 of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 Moments, M. Comb. Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning Dead+Wind 180 deg - Service Moment Moment X Z Moments, M Moments, M. Comb. K K K K ki -ft kip -ft Max Tension Leg Weight Bracing Weight 5.07 3.10 0.00 -0.22 r 0.00 0.00 Total Member Self -Weight 8.17 -0.01 , Gusset Weight 0.18 3 -0.37 0.35 0.00 0.00 0.00 Total Weight 11.84 -0.40 0.00 + 0.00 -9.38 0.00 Wind 0 deg - No Ice -581.80 0.00 Wind 90 deg - No Ice 8.77 0.00 0.00 -547.45 0.00 Wind 180 deg - No Ice 0.01 0.00 8.56 536.00 0.00 0.00 Total Weight 0.00 0.00 11.84 Max. Compression 3 0.00 -4.17 0.00 Wind 0 deg - Service -258.58 0.00 Wind 90 deg - Service 3 3.90 0.00 0.00 -243.31 0.00 Wind 180 deg - Service Max Tension 0.00 3.81 238.22 0.00 0.00 Load Combinations Comb. Description 1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 90 deg - No Ice 4 Dead+Wind 180 deg - No Ice 5, Dead+Wind 0 deg - Service 6 Dead+Wind 90 deg - Service 7 Dead+Wind 180 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip.ft T1 110-100 Leg Max Tension 4 1.17 0.00 -0.22 Max. Compression 2 -1.78 0.00 -0.01 Max. Mx 3 -0.37 0.35 0.00 Max. My 2 -0.40 0.00 -0.36 Max. Vy 3 -0.24 -0.01 0.00 Max. Vx 2 0.24 0.00 0.01 Diagonal Max Tension 3 0.74 0.00 0.00 Max. Compression 3 -0.75 0.00 0.00 Max. Mx 3 0.31 0.01 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -0.01 0.00 0.00 Max. Mx 1 -0.01 -0.01 0.00 Max. Vy 1 0.01 0.00 0.00 T2 100-80 Leg Max Tension 4 9.53 0.00 -0.10 Max. Compression 2 -11.87 0.00 0.01 Max. Mx 3 8.28 -0.10 0.01 Max. My 2 -11.82 0.00 0.11 Max. Vy 3 -0.08 -0.10 0.01 Max. Vx 2 0.09 0.00 0.11 Diagonal Max Tension 3 1.37 0.00 0.00 Max. Compression 3 -1.38 0.00 0.00 Max. Mx 2 1.20 0.01 -0.00 Max. Vy 2 -0.01 0.01 -0.00 ^ JU ewer Job 110' SELF SUPPORT TOWER Page 12 of 18 TASMA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX: (559) 495-0557 4 34.51 Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Comb. Load Moment Moment 4 34.51 2.35 -1.78 Comb. K kip ft kip ft T3 80-60 Leg Max Tension 4 23.46 0.00 -0.12 -50.12 -3.92 2.01 Max. Compression 2 -28.11 0.00 0.02 Min. H. 4 34.51 ' Max. Mx 3 20.51 -0.11 0.01 Max. My 2 -23.56 0.00 0.14 Max. Vy 3 -0.08 -0.11 -0.03 Max. Vx 2 0.09 0.00 0.14 Diagonal Max Tension 3 2.00 0.00 0.00 Max. Compression 3 -2.02 0.00 0.00 Max. Mx 2 1.76 0.02 0.00 Max. Vy 2 -0.01 0.02 0.00 T4 60-40 Leg Max Tension 4 42.42 0.00 -0.13 Max. Compression 2 -50.12 0.00 0.09 Max. Mx 3 -2.08 -0.18 -0.01 Max. My 2 -44.35 0.00 0.20 Max. Vy 3 -0.09 -0.18 -0.01 Max. Vx 2 0.11 0.00 0.20 Diagonal Max Tension 3 2.57 0.00 0.00 Max. Compression 3 -2.62 0.00 0.00 Max. Mx 2 2.20 0.02 0.00 Max. Vy 2 -0.01 0.02 0.00 T5 40-20 Leg "Max Tension 4 50.52 -0.14 0.00 Max. Compression 2 -60.79 0.03 0.00 Max. Mx 2 -54.22 0.21 0.00 Max. My 3 -2.52 -0.01 0.16 Max. Vy 2 0.10 0.21, 0.00 Max. Vx 3 0.09 -0.01 0.16 Diagonal Max Tension 3 0.97 0.00 0.00 Max. Compression 2 -0.99 0.00 0.00 Max. Mx 2 0.91 0.03 -0.00 Max. My 3 -0.81 -0.01 -0.01 Max. Vy 2 -0.01 0.03 -0.00 Top Girt Max Tension 2 0.24 0.00 0.00 Max. Compression 4 -0.30 0.00 0.00 Max. Mx 1 -0.04 -0.02 0.00 Max. Vy 1 0.01 0.00 0.00 T6 20-0 Leg Max Tension 4 56.49 -0.22 0.00 Max. Compression 2 -69.27 -0.16 0.00 Max. Mx 2 -67.05 0.23 0.00 Max. My 3 -3.77 -0.01 0.20 Max. Vy 2 0.14 0.23 0.00 Max. Vx 3 0.11 -0.01 0.20 Diagonal Max Tension 3 1.23 0.00 0.00 Max. Compression 3 -1.26 0.00 0.00 Max. Mx 2 1.07 0.02 -0.00 Max. Vy 2 -0.01 0.02 -0.00 :MaximumReactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Leg C Max. Vert 4 34.51 2.35 -1.78 Max. H. 4 34.51 2.35 -1.78 Max. H, 3 -50.12 -3.92 2.01 Min. Vert 3 -50.12 -3.92 2.01 Min. H. 3 -50.12 -3.92 2.01 Min. H. 4 34.51 ' 2.35 -1.78 ER[Tower Job Page Vertical K 110' SELF SUPPORT TOWER 13 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX: (559) 495-0557 Max. H, 2 Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Leg B Max. Vert 3 58.02 -4.41 -2.30 Moment, M, Max. H. 2 -29.23 2.05 1.66 kip ft Max. H, 2 -29.23 2.05 1.66 0.00 Min. Vert 2 -29.23 2.05 1.66 0.00 Min. H. 3 58.02 -4.41 -2.30 11.84 Min. H. 3 58.02 -4.41 -2.30 Leg A Max. Vert 2 70.30 0.00 6.06 0.00 Max. H. 7 -23.22 0.00 -2.06 0.00 Max. H. 2 70.30 0.00 6.06 0.00 Min. Vert 4 -57.18 0.00 -5.00 3.81 Min. H. 3 3.95 -0.44 0.29 7 Min. H. 4 -57.18 0.00 -5.00 -Tower 4Mast "Reaction ,Summa Load Vertical Shear, Shear, Overturning Overturning Torque Combination Load PX PY Moment, M Moment, M, PY PZ K K K kip ft kip ft kip ft Dead Only 11.84 0.00 0.00 0.00 0.00 0.00 Dead+Wind 0 deg - No Ice 11.84 0.00 -9.38 -581.80 0.00 0.00 Dead+Wind 90 deg - No Ice 11.84 8.77 0.00 0.00 -547.45 0.00 Dead+Wind 180 deg - No Ice 11.84 0.00 8.56 536.00 0.00 0.00 Dead+Wind 0 deg - Service 11.84 0.00 4.17 -258.58 0.00 0.00 Dead+Wind 90 deg - Service 11.84 3.90 0.00 0.00 -243.31 0.00 Dead+Wind 180 deg - Service 11.84 0.00 3.81 238.22 0.00 0.00 : Solution Summa " Maximum 7ower:Deflections� Service Wind Section Elevation Sum of Applied Forces Gov. Tilt Sum of Reactions No. Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 0.0000 1 0.00 -11.84 0.00 0.00 11.84 0.00 0.000% 2 0.00 -11.84 -9.38 0.00 11.84 9.38 0.000% 3 8.77 -11.84 0.00 -8.77 11.84 0.00 0.000% 4 0.00 -11.84 8.56 0.00 11.84 -8.56 0.000% 5 0.00 -11.84 4.17 0.00 11.84 4.17 0.000% 6 3.90 -11.84 0.00 -3.90 11.84 0.00 0.000% 7 0.00 -11.84 3.81 0.00 11.84 -3.81 0.000% " Maximum 7ower:Deflections� Service Wind Section Elevation Harz. Gov. Tilt Tivist No. Deflection Load ft in Comb. deg deg T1 110-100 2.470 5 0.1688 0.0000 T2 100-80 2.113 5 0.1681 0.0000 T3 80-60 1.415 5 0.1569 0.0000 T4 60-40 0.799 5 0.1240 0.0000 T5 40-20 0.334 5 0.0831 0.0000 T6 20-0 0.082 5 0.0348 0.0000 ERITo er Job Page Deflection 110' SELF SUPPORT TOWER 14 of 18 TASHJL 1V TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 Tam FAX.- (559) 495-0557 deg ft Section Elevation Hors. Gov. Tilt Tavist No. Deflection Load ft in Comb. deg deg ::Critical: Deflections -and Radius,iof=Curvature-.Service-Wind Elevation Appurtenance Gov. Deflection Tilt Tavist Radius of Type Deflection Load Load Load Ratio ft Curvature J? Comb. Comb. in deg deg ft 110' Flash Beacon Lighting 5 2.470 0.1688 0.0000 Inf 108' (2) DB932QDG90EM 5 2.398 0.1687 0.0000 Inf 'Maximum Tower Deflections .*- Des ig n Wind Section Elevation Hors. Gov. Tilt Tavist No. Type Deflection Load Load Load Ratio ft ft in Comb. deg deg T1 110-100 5.557 2 0.3798 0.0000 T2 100-80 4.755 2 0.3782 0.0000 T3 80-60 3.185 2 0.3530 0.0000 T4 60-40 1.799 2 0.2791 0.0000 T5 40-20 0.751 2 0.1870 0.0000 T6 20-0 0.185 2 0.0782 0.0000 Critical Deflections and Radius of Curvature -;Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Type Grade Of Load Load Load Ratio ft Curvature ft Bolt Comb. in deg deg ft 110' Flash Beacon Lighting 2 5.557 0.3798 0.0000 Inf 108' (2) DB932QDG90EM 2 5.396 0.3796 0.0000 Inf Bolt:Design :Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft 0.70 in Bolts Bolt K Allowable Diagonal A325N 0.6250 K 1.38 6.44 Tl 110 Leg A325N 0.8750 4 0.04 26.46 0.002 1.333 Bolt Tension Diagonal A325N 0.6250 1 0.75 6.44 0.116 6/ 1.333 Bolt Shear T2 100 Leg A325N 0.8750 4 0.70 26.46 0.026 1.333 Bolt Tension Diagonal A325N 0.6250 I 1.38 6.44 0.215 1.333 Bolt Shear T3 80 Leg A325N 0.8750 4 3.14 26.46 0.119 1.333 Bolt Tension Diagonal A325N 0.6250 1 2.02 6.44 0.313 1.333 Bolt Shear ER[Tower Job Page Bolt Grade 110' SELF SUPPORT TOWER 15 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 0.263 1.333 Section No. Elevation ft Component Type Bolt Grade Bolt Size in Number Of Bolts Maximum Load per Bolt K Allowable Load K Ratio Load Allowable Allowable Ratio Criteria T4 60 Leg A325N 0.8750 4 6.97 26.46 0.263 1.333 Bolt Tension ft Diagonal A325N 0.6250 1 2.62 6.44 0.406 1.333 Bolt Shear TS 40 Leg A325N 0.8750 4 11.47 26.46 0.433 1.333 Bolt Tension Diagonal A325N 0.6250 1 0.99 6.44 0.153 1.333 Bolt Shear T6 20 Leg A325N 0.8750 4 12.99 26.46 0.491 1.333 Bolt Tension Diagonal A325N 0.6250 1 1.26 6.44 0.195 1.333 Bolt Shear Cora ression i Checks Leg;Design'Data e(Compress ion) Section Elevation Size L L. Kl/r F A Actual Allow. Ratio No. P P. P ft ft ft ksi ' in' K K P" T1 110-100 2 10' 5' 120.0 10.370 3.1416 -1.78 32.58 0.055 K=1.00 V/ T2 100-80 2 20' 5' 120.0 10.370 3.1416 -11.87 32.58 0.364 K=1.00 V T3 80-60 2 20' 5' 120.0 10.370 3.1416 -28.11 32.58 0.863 K=1.00 6/ T4 60-40 2 1/2 20' 5' 96.0 15.618 4.9087 -50.12 76.67 0.654 K=1.00 V/ T5 40-20 21/2 20'15/32" 51/8" 96.2 15.580 4.9087 -60.79 76.48 0.795 23/32" 19/32" K=1.00 V/ T6 20-0 23/4 20'15/32" 51/8" 87.4 17.486 5.9396 -69.27 103.86 0.667 K=1.00 V/ Dia o oval_ Design; Data, Com ression Section Elevation Size L L„ K1/r F A Actual Allow. Ratio No. P P" P ft ft ft ksi int K K P" T1 110-100 Ll 3/4x1 3/40/16 7'4-3/32" 3'8-1/32" 128.2 9.080 0.6211 -0.75 5.64 0.133 K=1.00 V/ T2 100-80 L2x2x3/16 7'4-3/32" 3'8-1/32" 111.8 11.429 0.7150 -1.38 8.17 0.169 K=1.00 V/ T3 80-60 LWO/16 7'4-3/32" 3'8-1/32" 111.8 11.429 0.7150 -2.02 8.17 0.247 K=1.00 V/ T4 60-40 LWO/16 7'4-3/32" 3'8-1/32" 111.8 11.429 0.7150 -2.62 8.17 0.320 K=1.00 V T5 40-20 L2x2xl/4 8'9- 4'6- 139.7 7.656 0.9380 -0.97 7.18 0.135 23/32" 19/32" K=1.00 V/ ER[Tow r Job Page F A Actual 110' SELF SUPPORT TOWER 16 of 18 TASHJL4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 L2x2xl/4 10'7- 5'5- 167.2 Section Elevation Size L L„ KUr F A Actual Allow. Ratio No. A Actual P P" P ft ft ft ksi in' K K Po T6 20-0 L2x2xl/4 10'7- 5'5- 167.2 5.344 0.9380 -1.26 5.01 0.251 K 7/16" 13/32" K=1.00 T1 ksi G/ Top'GirtDesign "Data (Com ression) Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. P P„ P P Pa P ksi ft K ft ft T1 ksi in' K K P. T1 110-100 Ll 3/4x1 3/4x3/16 6' 6' 209.6 3.398 0.6211 -0.01 2.11 0.007 T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 K=1.00 0.2872 1.37 8.33 0.165 T2 100-80 KL/R > 200 (C) - 4 20' 5' 120.0 30.000 3.1416 9.53 94.25 0.101 T5 40-20 L2x2xl/4 6' 6' 184.1 4.404 0.9380 -0.30 4.13 0.073 T3 80-60 2 20' 5' K=1.00 30.000 3.1416 23.46 94.25 `/ Tension Checks. Leg :Design Data Tension) Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. P P„ P P P. P ksi ft K ft ft T1 ksi in' K K P" T1 110-100 2 10' 5' 120.0 30.000 3.1416 1.17 94.25 0.012 T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 29.000 0.2872 1.37 8.33 0.165 T2 100-80 2 20' 5' 120.0 30.000 3.1416 9.53 94.25 0.101 T3 80-60 2 20' 5' 120.0 30.000 3.1416 23.46 94.25 0.249 T4 60-40 2 1/2 20' 5' 96.0 30.000 4.9087 42.42 147.26 0.288 T5 40-20 21/2 20'15/32" 5'1/8" 96.2 30.000 4.9087 50.52 147.26 0.343 T6 20-0 23/4 20'15/32" 5'1/8" 87.4 30.000 5.9396 56.49 178.19 0.317 V ;Diagonal Design 'Data -:(Tension) ' Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. P P„ P ft ft ft ksi in' K K Po T1 110-100 Ll 3/4x1 3/4x3/16 74-3/32" 3'8-1/32" 82.0 29.000 0.2402 0.74 6.97 0.107 T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 29.000 0.2872 1.37 8.33 0.165 Section Job Page '.a�o, Tower 110' SELF SUPPORT TOWER 17 of 18 TASUMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX: (559) 495-0557 P Po Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. ksi in' K K Po T5 40-20 L2x2x1/4 6' 6' 118.2 21.600 0.9380 0.24 20.26 P Po P 3 ft 43.43 ft ft ksi int K K P. T3 80-60 L2x2x3/16 7'4-3/32" 3'8-1/32" 71.4 29.000 0.2872 2.00 8.33 0.240 Pass T2 100-80. Leg 2 21 -11.87 43.43 27.3 Pass V T4 60-40 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 29.000 0.2872 2.57 8.33 0.309 16.1 (b) T3 80-60 Leg 2 48 T5 40-20 L2x2xl/4 8'9- 4'6- 89.7 29.000 0.3753 0.97 10.88 0.089 18.5 Pass 23/32" 19/32" 23.5 (b) V T6 20-0 L2x2xl/4 10'7- 5'5- 107.3 29.000 0.3753 1.23 10.88 0.113 Diagonal L2x2x3/16 77 7/16" 13/32" 24.0 Pass . T:op G'ii tDesign Data (Tension Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. SF•Pa11"„ P P. P ft ft ft ksi in' K K Po T5 40-20 L2x2x1/4 6' 6' 118.2 21.600 0.9380 0.24 20.26 0.012 Leg 2 3 -1.78 43.43 Section '`Capacity'Table = Section Elevation Component Size Critical P SF•Pa11"„ % Pass No. ft Type Element K K Capacity Fail T1 110-100 Leg 2 3 -1.78 43.43 4.1 Pass Diagonal L13/4xl3/4x3/16 8 -0.75 7.52 9.9 Pass Top Girt L1 3/4x1 3/4x3/16 4 -0.01 2.81 0.5 Pass T2 100-80. Leg 2 21 -11.87 43.43 27.3 Pass Diagonal L2x2x3/16 23 -1.38 10.89 12.7 Pass 16.1 (b) T3 80-60 Leg 2 48 -28.11 43.43 64.7 Pass Diagonal L2x2x3/16 50 -2.02 10.89 18.5 Pass 23.5 (b) T4 60-40 Leg 2 1/2 75 -50.12 102.20 49.0 Pass Diagonal L2x2x3/16 77 -2.62 10.89 24.0 Pass 30.5 (b) T5 40-20 Leg 2 1/2 102 -60.79 101.95 59.6 Pass Diagonal L2x2xl/4 107 -0.97 9.57 10.1 Pass 11.5 (b) Top Girt L2x2x1/4 103 -0.30 5.51 5.5 Pass T6 20-0 Leg 23/4 132 -69.27 138.45 50.0 Pass Diagonal L2x2xl/4 134 -1.26 6.68 18.8 Pass Summary Leg (T3) 64.7 Pass Diagonal 30.5 Pass (T4) Top Girt 5.5 Pass (T5) Bolt Checks 36.8 Pass RATING = 64.7 Pass ER[Tower, Job Page 110' SELF SUPPORT TOWER 18 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 1 1 Program Version 3.0.0.7 - 3/3/2004 File://Serverl/users/Karl/ERI/I10' SS HWY 70 & HWY 162.eri iio_oft, , 00.0 R / --7—i–� 80.0 ft ,Y J i i J i I i / x N N 60.0 ft / \ I i i i I u� \ r / x I d I , I i Z i I I / 20.0 ft a f i iy rt N N 1iI r I N i �Ir i — �, N I � I i o m "! of 3 0 m I 0 iio_oft, 0.0 ft APPURTENANCES MATERIAL STRENGTH GRADE F I Fu I GRADE I Fy i Fu 1A572-50 150 ksi 165 ksi I A3s TOWER DESIGN NOTES 1. Tower designed for a 75 mph basic wind in accordance with the TIA/EIA-222-F Standard. 2. Deflections are based upon a 50 mph wind. 3. TOWER RATING: 64.7% — MAX PIER FORCES: DOWN: 70 K UPLIFT. -57 K SHEAR: 6 K AXIAL 12 K MOMENT SHEAR 582 kip -ft 9K- I - y 1 REACTIONS - 75 mph WIND TASHJIAN TOWERS CORP. OD: 110' SELF SUPPORT TOWER 2181 S. Highland Prge= HWY70 8 HWY162 #SA531 Sanger, California 93657 G1en: CINGULARWIRELESS! DfeY'"by- Tam JAPP'd: Phone: (559) 495-0307 Code: TIA/EIA-222-F (Date: 05/25/04 S-- N FAX: (559) 495-0557 Path: l\S-1k—tU(arAERA110'ss wwr 70 a KVVY 16zei I Dag No. E , 00.0 R / 80.0 ft ,Y / / x 60.0 ft / \ u� \ / , 40.0 ft / 20.0 ft 0.0 ft APPURTENANCES MATERIAL STRENGTH GRADE F I Fu I GRADE I Fy i Fu 1A572-50 150 ksi 165 ksi I A3s TOWER DESIGN NOTES 1. Tower designed for a 75 mph basic wind in accordance with the TIA/EIA-222-F Standard. 2. Deflections are based upon a 50 mph wind. 3. TOWER RATING: 64.7% — MAX PIER FORCES: DOWN: 70 K UPLIFT. -57 K SHEAR: 6 K AXIAL 12 K MOMENT SHEAR 582 kip -ft 9K- I - y 1 REACTIONS - 75 mph WIND TASHJIAN TOWERS CORP. OD: 110' SELF SUPPORT TOWER 2181 S. Highland Prge= HWY70 8 HWY162 #SA531 Sanger, California 93657 G1en: CINGULARWIRELESS! DfeY'"by- Tam JAPP'd: Phone: (559) 495-0307 Code: TIA/EIA-222-F (Date: 05/25/04 S-- N FAX: (559) 495-0557 Path: l\S-1k—tU(arAERA110'ss wwr 70 a KVVY 16zei I Dag No. E AIL H J I A#A.1*4 TOWERS CORPORATION STRUCTURAL ANALYSIS REPORT NUMBER 510 11 0 -FOOT SELF SUPPORT g, lzz TOWER ��oe��viN rqs ti Hwy 70 & Hwy 162 Oroville, California Cingular Wireless Site No. SA -531 May 24, 2004 By Karl Tashjian CD 0.35542 m w m Expires /39/2005 -7:0 Tashjian Towers Corporation 2183 S. Highland Ave., Sanger, CA 93657 Ph. (559) 495-0307, Fax. (559) 495-0557 Checked by: Karl Tashjian 0 i/ Hwy 70 & Hwy 162, Site No. SA -531 110 Foot Self Support Tower AUTHORIZATION/PURPOSE As authorized by Cingular Wireless, a complete structure analysis of the 110 ft self-support tower at Hwy 70 & Hwy 162 in Oroville, California has been performed to determine the structural adequacy of the tower to support the proposed new Cingular Wireless loading along with current loading. TOWER HISTORY The three -sided 110 ft. self-support tower was designed and constructed by La Blanc. The tower is constructed of (5) 20' sections and (1) 10' top section with solid round legs and angle horizontal and diagonal x -bracing. Sections are connected with bolted flanges welded to each leg. All diagonal and horizontal braces have bolted connections to the leg of the tower. The tower has an inside climb ladder with a safety climb device. The tower is galvanized and has no apparent signs of rust or corrosion. PROPOSED AND EXISTING APPURTENCES The analysis was performed to determine the feasibility of the tower to support the following antenna loads: STATUS ELEVATION QUANTITY ANTENNA TYPE PROXD LINE SIZE MOUNT 40'-60' 30.5% HORIZONTAL 20' —40' AREA EXISTING 108' 1 EA DECIBEL 5.74 SQ 4 @ 7/8" PIPE FRAME #DB961DD90E-M FT PROPOSED 108' IEA DECIBEL 5.74 SQ 4 @ 7/8" PIPE FRAME #DB961DD90E-M FT PROPOSED 108' 2 EA DECIBEL 6.45 SQ 4 @ 7/8" PIPE FRAME #DB932QDG90E-M FT FUTURE 108' 2 EADECIBEL 6.45 SQ 4 @ 7/8" PIPE FRAME #DB932QDG90E-M FT ANALYSIS CRITERIA The tower analysis is based on the current TIA/EIA-222-F revision of the "Structural Standards for Steel Antenna Towers and Antenna Support Structures" using a basic wind speed of 75 mph with no ice. Steel grade for tower legs are assumed to 50 ksi, diagonal braces and horizontal braces are assumed to 36 ksi. A site visit by Tashjian Towers provided the tower geometry, member sizes, existing antenna and feed line information. The proposed antenna and feed line information was provided by Cingular Wireless. It is assumed that there are no appreciably damaged members and connections. ANALYSIS PROCEDURE The tower was analyzed using the 3-dimensional non-linear analysis software "ERI Tower" version 3.0.0.7, 2004, produced by C -Concepts Inc. This software is created specifically to analyze communication towers and is the latest program available commercially. The tower was analyzed as an existing unmodified tower under existing and proposed loads. ANALYSIS RESULTS The tower with specified equipment is adequate to retain the design wind load rating of 75 mph per the TLA/EIA 222 Revision F. The tower with existing and proposed loading is at 64.7% of its capacity. See the output summary. MAXIMUM STRESSES MEMBER TYPE ELEVATION MAXIMUM STRESS % LEG 60'-80' 64.7% DIAGONAL 40'-60' 30.5% HORIZONTAL 20' —40' 5.5% The deflections are calculated for the Service Wind of 50 mph. The critical deflections table shows sway and tilt deformations at elevations where appurtenances are mounted. The allowable deformation is based on the l OdB degradation criteria. TWIST AND SWAY The following table summarizes the maximum foundation reactions. No original foundation design calculations or drawings were available. MAXIMUM FOUNDATION REACTION SUMMARY TABLE FOUNDATION REACTIONS MAXIMUM MA30 MUM SWAY ALLOWABLE ELEVATION TWIST (DEGREES) DEFORMATION (DEGREES) (DEGREES) 110' 0.00 0.16880 The following table summarizes the maximum foundation reactions. No original foundation design calculations or drawings were available. MAXIMUM FOUNDATION REACTION SUMMARY TABLE FOUNDATION REACTIONS MODIFIED REACTION VERTICAL FORCE 70.30 kips SHEAR FORCE 6.06 kips CONCLUSIONS AND RECOMMENDATIONS The tower is adequate in its current configuration with no modifications to support the existing and proposed loading. Results of the analysis are summarized in the tower analysis. PROVISIONS OF ANALYSIS The analysis performed and the conclusions contained herein are based on the assumption that the tower has been properly installed and maintained, including, but not limited to the following: a. Proper alignment and plumbness of the tower. b. Correct bolt tightness. C. No significant deterioration or damage to any component. Furthermore, the information and conclusions contained in this Report were determined by application of the current "state-of-the-art" engineering and analysis procedures and formulae, and the engineer assumes no obligations to revise any of the information or conclusions contained in this Report in the event that such engineering and analysis procedures and formulae are hereafter modified or revised. In addition, under no circumstances will the engineer have any obligation or responsibility whatsoever for or on account of consequential or incidental damages sustained by any person, firm or organization as a result of any information or conclusions contained in the Report, and the maximum liability of engineer if any, pursuant to this Report shall be limited to the total funds actually received by the engineer for preparation of this Report. Customer has requested the engineer to prepare and submit to Customer an engineering analysis with respect to the Subject Tower and has further requested the engineer to make appropriate recommendations regarding suggested structural modifications and changes to the Subject Tower. In making such request of the engineer, Customer has informed the engineer that Customer will make a determination as to whether or not to implement any of the changes or modifications which may be suggested by the engineer and that Customer will have any such changes or modifications made by riggers, erectors and other subcontractors of Customer's choice. Customer hereby agrees and acknowledges that the engineer shall have no liability whatsoever to Customer or to others for any work or services performed by any persons other than the engineer in connection with the implementation of any structural changes or modifications recommended by the engineer including but not limited to any services rendered for Customer or for others by riggers, erectors or other subcontractors. Customer acknowledges and agrees that any riggers, erectors or subcontractors retained or employed by Customer shall be solely responsible to Customer and to others for the quality of work performed by them and that the engineer shall have no liability or responsibility whatsoever as a result of any negligence or breach of contract by any such rigger, erector or subcontractor and that Customer and rigger, erector, or subcontractor will provide the engineer with a Certificate of Insurance naming the engineer additionally insured. ERYTowe Job Page Options 110' SELF SUPPORT TOWER 1 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 Calculate Redundant Bracing Forces TowerAnputkData The main tower is a 3x free standing tower with an overall height of 110' above the ground line. / ,l The base of the tower is set at an elevation of 0' above the ground line. The face width of the tower is 6' at the top and 10'1-1/2" at the base. This tower is designed using the TIA/EIA-222-F standard. i The following design criteria apply: �xl� 2S'Y Basic wind speed of 75 mph. Deflections calculated using a wind speed of 50 mph. j? Pressures are calculated at each section. '9rT,F Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads and feedline supports are not considered. Options Consider Moments - Legs J Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X -Brace Ly Rules Consider Moments - Diagonals 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA J Use Code Stress Ratios Use Clear Spans For KLA SR Leg Bolts Resist Compression J Use Code Safety Factors - Guys 4 Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz J Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area of Appurt. Include Angle Block Shear Check J Include Bolts In Member Capacity Autocalc Torque Arm Areas 7 ;Poles' Leg Bolts Are At Top Of Section SR Members Have Cut Ends -4 Include Shear -Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub -Critical Flow Use Diamond Inner Bracing (4 Sided) Use Top Mounted Sockets ER[Towe1, Job Page Number 110' SELF SUPPORT TOWER 2 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 ft Tl Wind 180 Leg A Wind 90 On Leg C Leg B Face C Wind Normal Triangular Tower Tower'Se-ction ;Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Spacing Type K Brace Sections Offset Offset ft ft ft Tl 110'-100' 6' 1 10' T2 100'-80' 6' 1 20' T3 80'-60' 6' 1 20' T4 60'-40' 6' 1 20' T5 40'-20' 6' 1 20' T6 20'-0' 8'23/32" 1 20' 5' X Brace No No ;TowerSection Geomet (cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T1 110'-100' 5' X Brace No No 0.0000 0.0000 T2 100'-80' 5' X Brace No No 0.0000 0.0000 T3 80'-60' 5' X Brace No No 0.0000 0.0000 T4 60'40' 5' X Brace No No 0.0000 0.0000 T5 40'-20' 5' X Brace No No 0.0000 0.0000 T6 20'-0' 5' X Brace No No 0.0000 0.0000 ER[Tower, Job Page3 Leg 110' SELF SUPPORT TOWER of 18 TASHJL41V TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 Single Angle LI 3/4x1 3/4x3/16 -Tower Section 4Geomet , cont'd : Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft Stitch Bolt (per face) TI 110'-100' Single Angle LI 3/4x1 3/4x3/16 T1 110'-100' Solid Round 2 A572-50 Single Angle Ll 3/4x1 3/4x3/16 A36 (36 ksi) T5 40'-20' (50 ksi) L2x2xl/4 A36 (36 ksi) T2 100'-80' Solid Round 2 A572-50 Single Angle L2x2x3/16 A36 in T1110'-100' 1.00 (50 ksi) A36 1 (36 ksi) T3 80'-60' Solid Round 2 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) T2100'-80' (36 ksi) T4 60'40' Solid Round 2 1/2 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) 1 (36 ksi) T5 40'-20' Solid Round 21/2 A572-50 Single Angle L2x2xl/4 A36 1 1.05 36.0000 (50 ksi) (36 ksi) T6 20'-0' Solid Round 23/4- A572-50 Single Angle L2x2xl/4 A36 1.00 0.2500 A36 (50 ksi) 1 1.05 (36 ksi) Tower`Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft Stitch Bolt Stitch Bolt (per face) TI 110'-100' Single Angle LI 3/4x1 3/4x3/16 A36 Single Angle A36 Spacing (36 ksi) (36 ksi) T5 40'-20' Single Angle L2x2xl/4 A36 Single Angle A36 in (36 ksi) (36 ksi) Tower =Section �Geomet , (cont'd) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft fC in in in T1110'-100' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T2100'-80' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T3 80'-60' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T4 60'40' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T5 40'-20' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) T6 20'-0' 1.00 0.2500 A36 1 1 1.05 36.0000 36.0000 (36 ksi) "Tower :Section `.Geomet cont'Cl R[Towe Job Page Diagonal 110' SELF SUPPORT TOWER 4 of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Sanger, California 93657 Client Designed by Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 K K 'Note: Kfactors are applied to member segment lengths. K -braces without inner supporting members will have the Kfactor in the out -of -plane direction applied to the overall length. 'Tower`Section ,Geomet (cont'd)s Tower Elevation ft Leg Diagonal Top Girt K Factors Mid Girt Long Horizontal Short Horizontal Tower Calc Calc Legs X K Single Girls Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Horiz. Brace Deduct Single Solid Diags Diags Bot. Width ft Width in Angles Rounds X X X X X X X ft Deduct 2.0000 Y Y Y Y Y Y Y T1110'-100' No No 1 1 1 1 1 1 1 I in 2.0000 in II in 1 1 1 1 1 T2100'-80' No No 1 1 1 1 1 1 1 1 0.75 0.0000 0.75 II 0.0000 I 1 I 1 1 T3 80'-60' No No 1 1 1 1. 1 1 1 1 T3 80'-60' 0.0000 0.75 II 0.5 1 1 1 1 1 T4 60'-40' No No 1 1 1 1 1 1 I I 0.0000 0.5 0.0000 1 1 1 1 1 I 1 T5 40'-20' No No l 1 1 1 1 1 1 1 0.75 0.0000 0.75 II 0.75 1 1 1 1 1 T6 20'-0' No No I 1 1 1 1 1 1 1 0.0000 0.75 0.0000 1 I I 1 1 I 1 'Note: Kfactors are applied to member segment lengths. K -braces without inner supporting members will have the Kfactor in the out -of -plane direction applied to the overall length. 'Tower`Section ,Geomet (cont'd)s Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Net Width U Net Width U Net Width U Net U Net U Nei U Net U Horiz. Deduct Top Deduct Bot. Deduct Top Width Bot. Width ft Width in Width in in in in in r1110'-100' in 2.0000 Deduct 2.0000 Deduct 2.0000 Deduct 2.0000 Deduct 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 in 2.0000 in 2.0000 in 2.0000 in 2.0000 T1110'-100' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2100'-80' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3 80'-60' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 60'40' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 40'-20' 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 20'4 0.0000 0.75 0.0000 0.5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 'Tower Section Geometry, (cont'd) Tower Connection Offsets Elevation Diagonal K -Bracing Vert. Horiz. Vert. Horiz. Vert. Hori=. Vert. Horiz. Top Top Bot. Bot. Top Top Bot. Bot. ft in in in in in in in in r1110'-100' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T2100'-80' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T3 80'-60' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T4 60'-40' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T5 40'-20' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 T6 20'-0' 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 2.0000 EM -Tower Job Page No. 110' SELF SUPPORT TOWER 5 of 18 TASMA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 in ft Tower'Section a Geome#ry.;(cont'd Tower Elevation ft Leg Connection Type Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Boll Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. fi in ft in in K in in in in 1 1/2" Rigid Conduit in in At (CfAe) T1110'-100' Flange 0.8750 4 0.6250 1 0.5000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 7/8 C A325N Ar (CfAe) A325N A325X 8 1.5000 A325N 0.00 A325N 0.00 A325X A325N B T2100'-80' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 80'-60' A A325N 0.000 A325N A325X 0.00 A325N A325N 0.000 A325X A325N 0.000 T3 80'-60' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 0.000 0.000 A325N A325N A325X 0.000 A325N 0.000 A325N 0.00 A325X A325N C T4 60'40' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N T5 40'-20' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N T6 20'-0' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.5000 1 0.6250 0 A325N A325N A325X A325N A325N A325X A325N Feed "Line/Linear Appurtenances - `Entered..As Round LOr Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight Elevation or Shield Type /n Face Number Per Row Spacing Diameter fi Leg ft ftp ft K in in in klf 1 1/2" Rigid Conduit C No At (CfAe) 1101-01 1 1 1.5000 1.5000 0.00 Feedline Ladder (Af) C No Af (CfAe) 1101-01 1 1 3.0000 3.0000 12.0000 0.01 7/8 C No Ar (CfAe) 1101-01 24 8 1.5000 1.1100 0.00 Feed Line/L'inear Appurtenances -'Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft ft2/ft klf Climbing Ladder C No CaAa (In Face) 1101-01 1 No Ice 0.29 0.01 :FeedLine/Linear;Appurtenances Section .Areas Tower Tower Face An AF CAAA CAAA Weight Section Elevation /n Face Out Face fi fr' ft ftp ft, K T1 110'-100' A 0.000 -1 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 8.650 2.500 2.900 0.000 0.30 T2 100'-80' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 T3 80'-60' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 T4 60'-40' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 17.300 5.000 5.800 0.000 0.61 E,R[Towe Job Page6 CAAA 110' SELF SUPPORT TOWER of 18 TASHJIANTOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 A 0.000 0.000 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation f? K In Face Out Face CAAA Out Face ? ft ft1 ftp f? ftp K T5 40'-20' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 T6 20'-0' 17.300 5.000 0.000 0.000 0.000 0.000 17.300 5.000 5.800 0.000 0.61 0.000 0.000 0.00 0.000 0.000 0.00 5.800 0.000 0.61 :Discrete'.Tower L --gads ' Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert Tower Pressures-- Nolce Gy =1.155 Section Elevation t - ft Kz ft deg ft F a c e ft, f? K Leg % CAAA In Face ft2 CAAA Out Face ? ft 105' 1.392 20 61.667 A 6.157 3.333 3.333 ft 2.900 0.000 Flash Beacon Lighting C None 0.0000 110' No Ice 2.70 2.70 0.05 LIGHTNING ROD A None 0.0000 110' No Ice 1.00 1.00 0.01 (2) DB932QDG90EM B None 0.0000 108' No Ice 6.45 2.01 0.02 (PROPOSED) 6.667 6.667 38.19 5.800 0.000 (2) DB96IDD90T2E-M A None 0.0000 108' No Ice 5.74 5.12 0.01 (PROPOSED) C 15.788 23.967 (2) DB932QDG90EM C None 0.0000 108' No Ice 6.45 2.01 0.02 (FUTURE) 6.667 6.667 38.19 5.800 0.000 Tower Pressures-- Nolce Gy =1.155 Section Elevation t - ft Kz 9: psf Ac � F a c e AF fr AR ? A,,, ft2 Leg % CAAA In Face ft2 CAAA Out Face ? T1110'-100' 105' 1.392 20 61.667 A 6.157 3.333 3.333 35.12 2.900 0.000 B 6.157 3.333 35.12 C 8.657 11.983 16.15 T2100'-80' 90' 1.332 19 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 B 10.788 6.667 38.19 C 15.788 23.967 16.77 T3 80'-60' 70' 1.24 18 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 B 10.788 6.667 38.19 C 15.788 23.967 16.77 T4 60'-40' 50' 1.126 16 124.167 A 10.788 8.333 8.333 43.58 5.800 0.000 B 10.788 8.333 43.58 C 15.788 25.633 20.12 T5 40'-20' 30' 1 14 144.797 A 12.895 8.348 8.348 39.30 5.800 0.000 B 12.895 8.348 39.30 C 17.895 25.648 19.17 T6 20'-0' 10' 1 14 186.464 A 14.241 9.183 9.183 39.20 5.800 0.000 B 14.241 9.183 39.20 C 19.241 26.483 1 20.08 ER[Tower Job Page 4: S 110' SELF SUPPORT TOWER 7 of 18 TASHJZff TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 3.333 3.333 ";Tower"Pressure °Service• GK =1.155 Section Elevation t - 1 Kz 4: S Ac F a c e AF AR l2 A, tZ Leg % CAAA In Face t1 CAAA Out Face i T1110'-100' 105' 1.392 9 61.667 A 6.157 3.333 3.333 35.12 2.900 0.000 0.09 C B 6.157 3.333 0.582 35.12 1 8.097 C 8.657 11.983 2.208 16.15 1 1 T2100'-80' 90' 1.332 9 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 1 14.656 1.65 0.08 C B 10.788 6.667 B 38.19 2.803 0.58 1 1 14.656 C 15.788 23.967 16.77 0.322 2.238 T3 80'-60' 70' 1.24 8 123.333 A 10.788 6.667 6.667 38.19 5.800 0.000 2.803 0.58 1 1 14.656 B 10.788 6.667 38.19 B 0.142 2.803 0.58 1 1 C 15.788 23.967 16.77 T4 60'-40' 50' 1.126 7 124.167 A `10.788 8.333 8.333 43.58 5.800 0.000 1.50 A 0.154 2.757 0.582 B 10.788 8.333 1.43 43.58 C B 0.154 2.757 C 15.788 25.633 15.639 20.12 T5 40'-20' 30' 1 6 144.797 A 12.895 8.348 8.348 39.30 5.800 0.000 T5 40'-20' 0.64 1.77 A B 12.895 8.348 1 39.30 17.745 1.38 0.07 C C 17.895 25.648 0.581 19.17 1 17.745 T6 20'-0' 10' 1 6 186.464 A 14.241 9.183 9.183 39.20 5.800 0.000 33.697 T6 20'-0' B 14.241 9.183 0.126 39.20 0.578 1 1 19.549 1.53 0.08 C C 19.241 26.483 B 20.08 2.863 0.578 Tower Forces-:NoIce Wind. Normal To Face Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE ftp F K w klf Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 1 1 8.097 0.89 0.09 C B 0.154 2.757 0.582 1 1 8.097 C 0.335 2.208 0.627 1 1 16.172 T2 100'-80' 0.64 -1.12 A 0.142 2.803 0.58 1 1 14.656 1.65 0.08 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 1.54 0.08 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 1 1 15.639 1.43 0.07 C B 0.154 2.757 0.582 1 1 15.639 C 0.334 2.21 0.627 1 1 31.854 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 1 1 17.745 1.38 0.07 C B 0.147 2.784 0.581 1 1 17.745 C 0.301 2.294 0.616 1 1 33.697 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 1 1 19.549 1.53 0.08 C B 0.126 2.863 0.578 1 1 19.549 C 0.245 2.452 0.601 1 1 35.148 Sum Weight: 3.51 8.35 OTM 478.31 8.42 kip -ft ETowe Job Page F a c e 110' SELF SUPPORT TOWER 8 of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 'FAX. CINGULAR WIRELESS Tam (559) 495-0557 0.582 0.8 TowerxForces,- No'�ice. i:Wind�60'To Face Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE ft, F K iv kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.8 l 6.866 0.81 0.08 C B 0.154 2.757 0.582 0.8 1 6.866 C 0.335 2.208 0.627 0.8 1 14.441 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 1.50 0.07 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 1.39 0.07 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.8 1 13.481 1.30 0.06 C B 0.154 2.757 0.582 0.8 1 13.481 C 0.334 2.21 0.627 0.8 1 28.696 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.8 1 15.166 1.25 0.06 C B 0.147 2.784 0.581 0.8 1 15.166 C 0.301 2.294 0.616 0.8 1 30.118 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.8 1 16.701 1.37 0.07 C B 0.126 2.863 0.578 0.8 1 16.701 C 0.245 2.452 0.601 0.8 1 31.300 Sum Weight: 3.51 8.35 OTM 432.52 7.61 kip -ft To ' er.Forces-allo:Ice - Wihd 90 To face Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR AE � F K w kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.85 1 7.174 0.83 0.08 C B 0.154 2.757 0.582 0.85 1 7.174 C 0.335 2.208 0.627 0.85 1 14.874 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 1.53 0.08 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 1.43 0.07 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T4 60'-40' 0.64 1.50 A 0.154 2.757 0.582 0.85 1 14.020 1.33 0.07 C B 0.154 2.757 0.582 0.85 1 14.020 C 0.334 2.21 0.627 0.85 1 29.486 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.85 1 15.811 1.28 0.06 C B 0.147 2.784 0.581 0.85 1 15.811 C 0.301 2.294 0.616 0.85 1 31.013 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.85 1 17.413 1.41 0.07 C B 0.126 2.863 0.578 0.85 1 17.413 C 0.245 2.452 0.601 0.85 1 32.262 Sum Weight: 3.51 8.35 OTM 443.97 7.81 kip -ft Tower:Forces-4Se.rvice� ,',Wind.N.ormal_To:Face ER[Towe Job Page F a c e 110' SELF SUPPORT TOWER 9 of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 0.582 1 Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR A£ ft2 F K w kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 1 1 8.097 0.40 0.04 C B 0.154 2.757 0.582 1 1 8.097 C 0.335 2.208 0.627 1 1 16.172 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 0.73 0.04 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 1 1 14.656 0.68 0.03 C B 0.142 2.803 0.58 1 1 14.656 C 0.322 2.238 0.623 1 1 30.719 T4 60'-40' 0.64 1.50 A 0.154 2.757 0.582 1 1 15.639 0.63 0.03 C B 0.154 2.757 0.582 1 1 15.639 C 0.334 2.21 0.627 1 1 31.854 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 1 1 17.745 0.61 0.03 C B 0.147 2.784 0.581 1 1 17.745 C 0.301 2.294 0.616 1 1 33.697 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 1 1 19.549 0.68 0.03 C B 0.126 2.863 0.578 1 1 19.549 C 0.245 2.452 0.601 1 1 35.148 Sum Weight: 3.51 8.35 OTM 212.58 3.74 kip -ft 'Tower,Forcesa-iSdtviice,- Wind 60 To=Face. a Section Elevation t Add Weight K Self Weight K F a c e e CF RR DF DR A£ ? F K w kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.8 1 6.866 0.36 0.04 C B 0.154 2.757 0.582 0.8 1 6.866 C 0.335 2.208 0.627 0.8 1 14.441 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 0.66 0.03 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.8 1 12.498 0.62 0.03 C B 0.142 2.803 0.58 0.8 1 12.498 C 0.322 2.238 0.623 0.8 1 27.561 T4 60'-40' 0.64 1.50 A 0.154 2.757 0.582 0.8 1 13.481 0.58 0.03 C B 0.154 2.757 0.582 0.8 1 13.481 C 0.334 2.21 0.627 0.8 1 28.696 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.8 1 15.166 0.55 0.03 C B 0.147 2.784 0.581 0.8 1 15.166 C 0.301 2.294 0.616 0.8 1 30.118 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.8 1 16.701 0.61 0.03 C B 0.126 2.863 0.578 0.8 1 16.701 C 0.245 2.452 0.601 0.8 1 31.300 Sum Weight: 3.51 8.35 OTM 192.23 3.38 kip -ft Tower "Forces!-"Service'-FWind90-ToFace y ETowe Job Page F a c e 110' SELF SUPPORT TOWER 10 of 18 TASHJAAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 0.582 0.85 Section Elevation jt Add Weight K Self Weight K F a c e e CF RR DF DR A£ f12 F K w kl Ctrl. Face T1110'-100' 0.33 0.57 A 0.154 2.757 0.582 0.85 1 7.174 0.37 0.04 C 1.411 20 1.00 B 0.154 2.757 0.582 0.85 1 7.174 1.403 20 12.89 4.01 DB961DD90T2E-M 0.0000 C 0.335 2.208 0.627 0.85 1 14.874 10.23 DB932QDG90EM 0.0000 T2100'-80' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 0.68 0.03 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T3 80'-60' 0.64 1.12 A 0.142 2.803 0.58 0.85 1 13.038 0.63 0.03 C B 0.142 2.803 0.58 0.85 1 13.038 C 0.322 2.238 0.623 0.85 1 28.351 T4 60'40' 0.64 1.50 A 0.154 2.757 0.582 0.85 1 14.020 0.59 0.03 C B 0.154 2.757 0.582 0.85 1 14.020 C 0.334 2.21 0.627 0.85 1 29.486 T5 40'-20' 0.64 1.77 A 0.147 2.784 0.581 0.85 1 15.811 0.57 0.03 C . B 0.147 2.784 0.581 0.85 1 15.811 C 0.301 2.294 0.616 0.85 1 31.013 T6 20'-0' 0.64 2.07 A 0.126 2.863 0.578 0.85 1 17.413 0.63 0.03 C B 0.126 2.863 0.578 0.85 1 17.413 C 0.245 2.452 0.601 0.85 1 32.262 Sum Weight: 3.51 8.35 OTM 197.32 3.47 kip -ft Discrete A urtenance";Press ures -'No `Ice cX=l.l55 Description Aiming A-7imuth deg Weight K Offsets ft Offset, t _ ft Kz q= Psf CAAc Front CAAc Side t1 Flash Beacon Lighting 0.0000 0.05 0' 0' 110' 1.411 20 2.70 2.70 LIGHTNING ROD 0.0000 0.01 0' 0' 110' 1.411 20 1.00 1.00 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 20 12.89 4.01 DB961DD90T2E-M 0.0000 0.02 0' 0' 108' 1.403 20 11.48 10.23 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 20 12.89 4.01 Sum 0.16 Weight: 'Discrete Appurtenance Pressures -Service; .cH=,1.155 Description Aiming Azimuth deg Weight K Offset, t Offset, ft = ft K� q= psf CAAc Front ft, CAAc Side ft, Flash Beacon Lighting 0.0000 0.05 0' 0' 110' 1.411 9 2.70 2.70 LIGHTNING ROD 0.0000 0.01 0' 0' 110' 1.411 9 1.00 1.00 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 9 12.89 4.01 DB961DD90T2E-M 0.0000 0.02 0' 0' 108' 1.403 9 11.48 10.23 DB932QDG90EM 0.0000 0.04 0' 0' 108' 1.403 9 12.89 4.01 Sum 0.16 Weight: Force'Totals , EJUTowe1' Job Page Sum of 110' SELF SUPPORT TOWER 11 of 18 TASMA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX: (559) 495-0557 Moments, M, Comb. Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning Moment Moment X Z Moments, M Moments, M, Comb. K K K K kip -ft Leg Max Tension Leg Weight 5.07 , r -0.22 Bracing Weight 3.10 -1.78 0.00 -0.01 0.00 0.00 Total Member Self -Weight 8.17 0.35 0.00 Gusset Weight 0.18 Max. My 2 -0.40 0.00 -0.36 0.00 0.00 Total Weight 11.84 3 -0.24 -0.01 0.00 0.00 -9.38 0.00 Wind 0 deg - No Ice -581.80 0.00 Wind 90 deg - No Ice 0.01 8.77 0.00 0.00 -547.45 0.00 Wind 180 deg - No Ice 0.00 0.00 8.56 536.00 0.00 0.00 Total Weight 0.00 0.00 11.84 Max. Mx 0.00 4.17 0.00 Wind 0 deg - Service -258.58 0.00 Wind 90 deg - Service Max Tension 3.90 0.00 0.00 -243.31 0.00 Wind 180 deg - Service 0.00 3.81 238.22 0.00 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 90 deg - No Ice 4 Dead+Wind 180 deg - No Ice 5 Dead+Wind 0 deg - Service 6 Dead+Wind 90 deg - Service 7 Dead+Wind 180 deg - Service 'Mazimum Member Forces Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft T1 110-100 Leg Max Tension 4 1.17 0.00 -0.22 Max. Compression 2 -1.78 0.00 -0.01 Max. Mx 3 -0.37 0.35 0.00 Max. My 2 -0.40 0.00 -0.36 Max. Vy 3 -0.24 -0.01 0.00 Max. Vx 2 0.24 0.00 0.01 Diagonal Max Tension 3 0.74 0.00 0.00 Max. Compression 3 -0.75 0.00 0.00 Max. Mx 3 0.31 0.01 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -0.01 0.00 0.00 Max. Mx 1 -0.01 -0.01 0.00 Max. Vy 1 0.01 0.00 0.00 T2 100-80 Leg Max Tension 4 9.53 0.00 -0.10 Max. Compression 2 -11.87 0.00 0.01 Max. Mx 3 8.28 -0.10 0.01 Max. My 2 -11.82 0.00 0.11 Max. Vy 3 -0.08 -0.10 0.01 Max. Vx 2 0.09 0.00 0.11 Diagonal Max Tension 3 1.37 0.00 0.00 Max. Compression 3 -1.38 0.00 0.00 Max. Mx 2 1.20 0.01 -0.00 Max. Vy 2 -0.01 0.01 -0.00 ER[Tower, Job 110' SELF SUPPORT TOWER Page12 of 18 TASMA N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 4 34.51 Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Comb. Load Moment Moment 4 34.51 2.35 -1.78 Comb. K kip ft kip ft T3 80-60 Leg Max Tension 4 23.46 0.00 -0.12 -50.12 -3.92 2.01 Max. Compression 2 -28.11 0.00 0.02 Min. H. 4 34.51 Max. Mx 3 20.51 -0.11 0.01 Max. My 2 -23.56 0.00 0.14 Max. Vy 3 -0.08 -0.11 -0.03 Max. Vx 2 0.09 0.00 0.14 Diagonal Max Tension 3 2.00 0.00 0.00 Max. Compression 3 -2.02 0.00 0.00 Max. Mx 2 1.76 0.02 0.00 Max. Vy 2 -0.01 0.02 0.00 T4 60-40 Leg Max Tension 4 42.42 0.00 -0.13 Max. Compression 2 -50.12 0.00 0.09 Max. Mx 3 -2.08 -0.18 -0.01 Max. My 2 -44.35 0.00 0.20 Max. Vy 3 -0.09 -0.18 -0.01 Max. Vx 2 0.11 0.00 0.20 Diagonal Max Tension 3 2.57 0.00 0.00 Max. Compression 3 -2.62 0.00 0.00 Max. Mx 2 2.20 0.02 0.00 Max. Vy 2 -0.01 0.02 0.00 T5 40-20 Leg Max Tension 4 50.52 -0.14 0.00 Max. Compression 2 -60.79 0.03 0.00 Max. Mx 2 -54.22 0.21 0.00 Max. My 3 -2.52 -0.01 0.16 Max. Vy 2 0.10 0.21 0.00 Max. Vx 3 0.09 -0.01 0.16 Diagonal Max Tension 3 0.97 0.00 0.00 Max. Compression 2 -0.99 0.00 0.00 Max. Mx 2 0.91 0.03 -0.00 Max. My 3 -0.81 -0.01 -0.01 Max. Vy 2 -0.01 0.03 -0.00 Top Girt Max Tension 2 0.24 0.00 0.00 Max. Compression 4 -0.30 0.00 0.00 Max. Mx 1 -0.04 -0.02 0.00 Max. Vy 1 0.01 0.00 0.00 T6 20-0 Leg Max Tension 4 56.49 -0.22 0.00 Max. Compression 2 -69.27 -0.16 0.00 Max. Mx 2 -67.05 0.23 0.00 Max. My 3 -3.77 -0.01 0.20 Max. Vy 2 0.14 0.23 0.00 Max. Vx 3 0.11 -0.01 0.20 Diagonal Max Tension 3 1.23 0.00 0.00 Max. Compression 3 -1.26 0.00 0.00 Max. Mx 2 1.07 0.02 -0.00 Max. Vy 2 -0.01 0.02 -0.00 Maximum Reactions' Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Leg C Max. Vert 4 34.51 2.35 -1.78 Max. H. 4 34.51 2.35 -1.78 Max. HZ 3 -50.12 -3.92 2.01 Min. Vert 3 -50.12 -3.92 2.01 Min. H. 3 -50.12 -3.92 2.01 Min. H. 4 34.51 2.35 -1.78 ERYTower ,lob Page13 of 18 Vertical 110' SELF SUPPORT TOWER Horizontal, Z TASKA4N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 Max. Vert 3 Location Condition Gov. Vertical Horizontal, X Horizontal, Z Torque Combination Load K K K Moment, M, PY Comb. K K K Leg B Max. Vert 3 58.02 -4.41 -2.30 0.00 Max. H. 2 -29.23 2.05 1.66 0.00 Max. HZ 2 -29.23 2.05 1.66 11.84 Min. Vert 2 -29.23 2.05 1.66 Dead+Wind 180 deg - No Ice Min. H. 3 58.02 -4.41 -2.30 0.00 Min. H, 3 58.02 -4.41 -2.30 Leg A Max. Vert 2 70.30 0.00 6.06 0.00 Max. H. 7 -23.22 0.00 -2.06 3.81 Max. H. 2 70.30 0.00 6.06 7 Min. Vert 4 -57.18 0.00 -5.00 -3.81 Min. H. 3 3.95 -0.44 0.29 Min. H. 4 -57.18 0.00 -5.00 Tower �Masta;Reaction uSumma Load Vertical Shear, Shear, Overturning Overturning Torque Combination Load PX PY Moment, M Moment, M, PY PZ K K K kip ft kip ft kip -jt Dead Only 11.84 0.00 0.00 0.00 0.00 0.00 Dead+Wind 0 deg - No Ice 11.84 0.00 -9.38 -581.80 0.00 0.00 Dead+Wind 90 deg - No Ice 11.84 8.77 0.00 0.00 -547.45 0.00 Dead+Wind 180 deg - No Ice 11.84 0.00 8.56 536.00 0.00 0.00 Dead+Wind 0 deg - Service 11.84 0.00 4.17 -258.58 0.00 0.00 Dead+Wind 90 deg - Service 11.84 3.90 0.00 0.00 -243.31 0.00 Dead+Wind 180 deg - Service 11.84 0.00 3.81 238.22 0.00 0.00 .'Solution'Summary Maximum 'TowerDeflections-- Service Wind Section Elevation Sum of Applied Forces Gov. Tilt Sum of Reactions No. Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 0.0000 1 0.00 -11.84 0.00 0.00 11.84 0.00 0.000% 2 0.00 -11.84 -9.38 0.00 11.84 9.38 0.000% 3 8.77 -11.84 0.00 -8.77 11.84 0.00 0.000% 4 0.00 -11.84 8.56 0.00 11.84 -8.56 0.000% 5 0.00 -11.84 4.17 0.00 11.84 4.17 0.000% 6 3.90 -11.84 0.00 -3.90 11.84 0.00 0.000% 7 0.00 -11.84 3.81 0.00 11.84 -3.81 0.000% Maximum 'TowerDeflections-- Service Wind Section Elevation Hor_. Gov. Tilt Tivist No. Deflection Load ft in Comb. deg deg T1 110-100 2.470 5 0.1688 0.0000 T2 100-80 2.113 5 0.1681 0.0000 T3 80-60 1.415 5 0.1569 0.0000 T4 60-40 0.799 5 0.1240 0.0000 T5 40-20 0.334 5 0.0831 0.0000 T6 20-0 0.082 5 0.0348 0.0000 ER[Toi1 er Job Page Deflection 110' SELF SUPPORT TOWER 14 of 18 TASHJL41V TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 1 Tam FAX: (559) 495-0557 deg ft Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. deg deg C:r`itical Deflections;and."'Radius of'Curva#ure-Service'Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load per Deflection Load ft in Bolts Bolt Curvature ft Comb. Comb. in deg deg ft 110, Flash Beacon Lighting 5 2.470 0.1688 0.0000 Inf 108' (2) DB932QDG90EM 5 2.398 0.1687 0.0000 Inf 'MazimumxTower Deflections - Design Wind Section Elevation Hors. Gov. Tilt Twist No. Load per Deflection Load ft in Bolts Bolt ft in Comb. deg deg T1 110-100 5.557 2 0.3798 0.0000 T2 100-80 4.755 2 0.3782 0.0000 T3 80-60 3.185 2 0.3530 0.0000 T4 60-40 1.799 2 0.2791 0.0000 T5 40-20 0.751 2 0.1870 0.0000 T6 20-0 0.185 2 0.0782 0.0000 Gritical Deflections;andAadius of 'Curvature -Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load per Load Load ft in Bolts Bolt Curvature ft 3.14 Comb. in deg deg ft 110' Flash Beacon Lighting 2 5.557 0.3798 0.0000 Inf 108' (2) DB932QDG90EM 2 5.396 0.3796 0.0000 Inf Bolt=Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable 3.14 26.46 K 1.333 Bolt Tension T1 110 Leg A325N 0.8750 4 0.04 26.46 0.002 1.333 Bolt Tension Diagonal A325N 0.6250 1 T2 100 Leg A325N 0.8750 4 Diagonal A325N 0.6250 1 T3 80 Leg A325N 0.8750 4 Diagonal A325N 0.6250 1 0.75 6.44 0.116 1.333 Bolt Shear 0.70 26.46 0.026 1.333 Bolt Tension 1.38 6.44 0.215 1.333 Bolt Shear 3.14 26.46 0.119 1.333 Bolt Tension 2.02 6.44 0.313 1.333 Bolt Shear ERIT-ower Job Page15 Allowable 110' SELF SUPPORT TOWER of 18 TASU N TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 A325N T4 60 Leg Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable 0.99 6.44 K T6 20 Leg A325N T4 60 Leg A325N 0.8750 4 6.97 26.46 0.263 1.333 Bolt Tension Diagonal A325N 0.6250 1 2.62 6.44 0.406 T5 40 Leg A325N 0.8750 4 11.47 26.46 0.433 Diagonal A325N 0.6250 1 0.99 6.44 0.153 T6 20 Leg A325N 0.8750 4 12.99 26.46 0.491 Diagonal A325N 0.6250 1 1.26 6.44 0.195 :Compression -.Checks" 3 Leg :Design "Data`' Compression) 1.333 Bolt Shear 1.333 Bolt Tension 1.333 Bolt Shear 1.333 Bolt Tension 1.333 Bolt Shear Section Elevation Size L L„ KUr F A Actual Allow. Ratio No. P Po P ft Ratio ft ft Size ksi in' K K P" Tl 110-100 2 10' 5' 120.0 10.370 3.1416 -1.78 32.58 0�.0/55 Po P ft K=1.00 ft ksi m-' Y 72 100-80 2 20' 5' 120.0 10.370 3.1416 -11.87 32.58 0.364 5.64 0.133 K=1.00 K=1.00 V T3 80-60 2 20' 5' 120.0 10.370 3.1416 -28.11 32.58 0.863 8.17 0.169 K=1.00 K=1.00 V T4 60-40 2 1/2 20' 5' 96.0 15.618 4.9087 -50.12 76.67 0.654 8.17 0.247 K=1.00 K=1.00 S/ T5 40-20 2 1/2 20'15/32" 51/8" 96.2 15.580 4.9087 -60.79 76.48 0.795 8.17 0.320 K=1.00 K=1.00 `/ T6 20-0 23/4 20'15/32" 51/8" 87.4 17.486 5.9396 -69.27 103.86 0.667 K=1.00 `/ Diagonal Desi n:`Data: Com cession Ratio Section Elevation Size L L„ Kl/r F A Actual Allow. No. P Po P ft ft ft ksi m-' K K Po T1 110-100 L1 3/4x1 3/40/16 74-3/32" 3'8-1/32" 128.2 9.080 0.6211 -0.75 5.64 0.133 K=1.00 I✓ T2 100-80 L2x2x3/16 7'4-3/32" 3'8-1/32" 111.8 11.429 0.7150 -1.38 8.17 0.169 K=1.00 V T3 80-60 LWO/16 74-3/32" 3'8-1/32" 111.8 11.429 0.7150 -2.02 8.17 0.247 K=1.00 V T4 60-40 LWO/16 7'4-3/32" 3'8-1/32" 111.8 11.429 0.7150 -2.62 8.17 0.320 K=1.00 Y T5 40-20 L2x2xl/4 8'9- 4'6- 139.7 7.656 0.9380 -0.97 7.18 0.135 23/32" 19/32" K=1.00 V ERT,Tows' r Job 110' SELF SUPPORT TOWER Page 16 of 18 TASHMN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX.- (559) 495-0557 5'5- 167.2 5.344 0.9380 -1.26 Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. F P P" P ft ft ft ksi in' K K Po T6 20-0 L2x2xl/4 107- 5'5- 167.2 5.344 0.9380 -1.26 5.01 0�.251 7/16" 13/32" K=1.00 ksi ft V `Top,Girt'Design''Data Compression) Section Elevation Size L L� Kl/r F A Actual Allow. Ratio No. P P. P P Po P ksi ft K ft ft T1 ksi int K K P. T1 110-100 LI 3/4x1 3/4x3/16 6' 6' 209.6 3.398 0.6211 -0.01 2.11 0.007 V T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 K=1.00 0.2872 1.37 8.33 0.165 72 100-80 KL/R > 200 (C) - 4 20' 5' 120.0 30.000 3.1416 9.53 94.25 0.101 T5 40-20 L2x2x1/4 6' 6' 184.1 4.404 0.9380 -0.30 4.13 0.073 T3 80-60 2 20' 5' K=1.00 30.000 3.1416 23.46 94.25 `/ `:Tension Checks Leg'Design`Data (Tension) Section Elevation Size L L„ Kl/r F A Actual Allow. Ratio No. P P. P P Po P ksi ft K ft ft T1 ksi int K K p" T1 110-100 2 10' 5' 120.0 30.000 3.1416 1.17 94.25 0.012 V T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 29.000 0.2872 1.37 8.33 0.165 72 100-80 2 20' 5' 120.0 30.000 3.1416 9.53 94.25 0.101 T3 80-60 2 20' 5' 120.0 30.000 3.1416 23.46 94.25 0.249 T4 60-40 2 1/2 20' 5' 96.0 30.000 4.9087 42.42 147.26 0.288 T5 40-20 2 1/2 20'15/32" 51/8" 96.2 30.000 4.9087 50.52 147.26 0.343 T6 20-0 23/4 20'15/32" 51/8" 87.4 30.000 5.9396 56.49 178.19 0.317 4000, Diagonal- Design Data :(Tension) Section Elevation Size L L. Kl/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi int K K Po T1 110-100 LI 3/4x1 3/4x3/16 7'4-3/32" 3'8-1/32" 82.0 29.000 0.2402 0.74 6.97 0.107 V T2 100-80 L2x2x3/16 74-3/32" 3'8-1/32" 71.4 29.000 0.2872 1.37 8.33 0.165 R[Tower Job Page L ft 110' SELF SUPPORT TOWER 17 of 18 TASHJIAN TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS Tam FAX: (559) 495-0557 2.00 8.33 Section No. Elevation ft Size L ft L. ft Kl/r F ksi A in Actual P K Allow. P. K Ratio P Po T3 80-60 L2x2x3/16 7'4-3/32" 3'8-1/32" 71.4 29.000 0.2872 2.00 8.33 0.2440 8 -0.75 7.52 9.9 Pass Top Girt L1 3/4x1 3/4x3/16 4 y T4 60-40 L2x2x3/16 7'4-3/32" 3'8-1/32" 71.4 29.000 0.2872 2.57 8.33 0.309 Pass Diagonal L2x2x3/16 23 -1.38 10.89 12.7 Pass V T5 40-20 L2x2x1/4 8'9- 4'6- 89.7 29.000 0.3753 0.97 10.88 0.089 2 48 -28.11 23/32" 19/32" Pass Diagonal L2x2x3/16 50 T6 20-0 L2x2xl/4 107- 5'5- 107.3 29.000 0.3753 1.23 10.88 0.113 23.5 (b) T4 7/16" 13/32" 2 1/2 75 -50.12 102.20 49.0 V To Girt:`Desi;gn`:Data (Tension) Section Elevation Size L L„ Kl/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in K K Po T5 40-20 L2x2xl/4 6' 6' 118.2 21.600 0.9380 0.24 20.26 0.012 4.1 Pass =Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K SF*P,❑"„. K % Capacity Pass Fail TI 110-100 Leg 2 3 -1.78 43.43 4.1 Pass Diagonal Ll3/4x13/4x3/16 8 -0.75 7.52 9.9 Pass Top Girt L1 3/4x1 3/4x3/16 4 -0.01 2.81 0.5 Pass T2 100-80 Leg 2 21 -11.87 43.43 27.3 Pass Diagonal L2x2x3/16 23 -1.38 10.89 12.7 Pass 16.1 (b) - T3 80-60 Leg 2 48 -28.11 43.43 64.7 Pass Diagonal L2x2x3/16 50 -2.02 10.89 18.5 Pass 23.5 (b) T4 60-40 Leg 2 1/2 75 -50.12 102.20 49.0 Pass Diagonal L2x2x3/16 77 -2.62 10.89 24.0 Pass 30.5 (b) T5 40-20 Leg 21/2 102 -60.79 101.95 59.6 Pass Diagonal L2x2x1/4 107 -0.97 9.57 10.1 Pass 11.5 (b) Top Girt L2x2xl/4 103 -0.30 5.51 5.5 Pass T6 20-0 Leg 23/4 132 -69.27 138.45 50.0 Pass Diagonal L2x2x1/4 134 -1.26 6.68 18.8 Pass Summary Leg (T3) 64.7 Pass Diagonal 30.5 Pass (T4) Top Girt 5.5 Pass (T5) Bolt Checks . 36.8 Pass RATING = 64.7 Pass R[ToweP Job Page18 110' SELF SUPPORT TOWER of 18 TASMA4Ar TOWERS CORP. Project Date 2181 S. Highland HWY 70 & HWY 162 #SA531 16:27:43 05/25/04 Client Designed by Sanger, California 93657 Phone: (559) 495-0307 CINGULAR WIRELESS 1 Tam FAX: (559) 495-0557 Program Version 3.0.0.7 - 3/3/2004 File://Serverl/users/Karl/ERI/110' SS HWY 70 & HWY 162.eri 110.0 ft 100.0 ft Qi le I J i I ! N N I I � 1 I� I I I I I i I 80.0 ft - F i I e I =I Id \ iz I I .X I I 60.0 ft !/ r N N u I I N � ( I N I i y, m � i Ia I i I N N !Z I I i i ! I ! i i I I ! I N 1 20.0 ft m �N 'o Ia i' -ILL a a 3 110.0 ft 0 W APPURTENANCES MATERIAL STRENGTH GRADE Fy Fu GRADE j Fy I Fu A572-50 150 ksi 165 ksi I A36 136 ksi 156 ksi TOWER DESIGN NOTES 1. Tower designed for a 75 mph basic wind in accordance with the TIAIEIA-222-F Standard. 2. Deflections are based upon a 50 mph wind. 3. TOWER RATING: 64.7% DOWN: 70 K UPLIFT: -57 K SHEAR: 6 K AXIAL 12 K MOMENT IT SHEAR I \ 582 kip ft 9K 0.0 ft REACTIONS - 75 mph WIND TASHJIAN TOWERS CORP. 00: 110' SELF SUPPORT TOWER 2181 S. Highland Prgect HWY70 8 HWY 162 #SA531 Sanger, California 93657 ci!ent CINGULAR WIRELESSIo'a`""byTam jAPp'd: Phone: (559) 495-0307 code: TIA/EIA-222-F I o -11a 05/25/0 Scale: N FAX: (559) 495-0557 Pte' 1%sa en%mweXarkERMUr ss HWY70 a HM Wlvi _ i °wg No. E 100.0 ft ! X' \ 80.0 ft / i \ .X •. 60.0 ft !/ u i ! 40.0 ft 20.0 ft 0 W APPURTENANCES MATERIAL STRENGTH GRADE Fy Fu GRADE j Fy I Fu A572-50 150 ksi 165 ksi I A36 136 ksi 156 ksi TOWER DESIGN NOTES 1. Tower designed for a 75 mph basic wind in accordance with the TIAIEIA-222-F Standard. 2. Deflections are based upon a 50 mph wind. 3. TOWER RATING: 64.7% DOWN: 70 K UPLIFT: -57 K SHEAR: 6 K AXIAL 12 K MOMENT IT SHEAR I \ 582 kip ft 9K 0.0 ft REACTIONS - 75 mph WIND TASHJIAN TOWERS CORP. 00: 110' SELF SUPPORT TOWER 2181 S. Highland Prgect HWY70 8 HWY 162 #SA531 Sanger, California 93657 ci!ent CINGULAR WIRELESSIo'a`""byTam jAPp'd: Phone: (559) 495-0307 code: TIA/EIA-222-F I o -11a 05/25/0 Scale: N FAX: (559) 495-0557 Pte' 1%sa en%mweXarkERMUr ss HWY70 a HM Wlvi _ i °wg No. E MAY. 18. 2004 11:58AM PACIFIC BELL WIRELESS 9165614090 N0. 4035 P. 1 P'pt'j �3��S3o-o3S Tb: Steve Betts From: Rochelle Harry Fac 530.538.7785 Pages: 5 Phone: 530.538.7153 Date: 5/18/2004 Re: Telecommunications Site CCs ❑ Urgent x For Review x Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Thank you for taking the time to review the toilowing documents.. Please let me know that you have received them. Sincerely, Rochelle Harry 916.801.3178 E C E 0 V E MAY 18 2004 BUTTE COUNTY PLArj!NlrrG DIVISION MAY,18.2004 11:58AM PACIFIC BELL WIRELESS 9165614090 X cingular- WIRELESS May 12, 2004 To: Steve Betts 7 County Center Drive Oroville, CA 95965 N0.4035 P. 2 Re: UP 98-29 — Cingular Wireless Modification to Existing Facility SA -531-05 4288 Hwy 70 South, Oroville, CA 95965 Dear Mr. Betts: The proposed modification to the Cingular Wireless facility located at 4288 Hwy 70 South will not result in an increase in power. If you have any questions or conunents, I can be contacted at (916) 606-1265. S' cerely, Sandie Petersen Manager — Regulatory Compliance Cingular Wireless Cinaular Wireless - 3851 North Freeway Blvd. - Sacramento. CA 95834 • www.cincular.com J J W CID C-> U Q Q HWY. o e o p ,r Site cc VICINITY NIAP 70 & HWY. 16 2 P.rY. 70 hTr Title Sheet '-Ti'r►E SH, No. SA -531-88 .r SEE p -KILAIR ARZA OVERALL SITE- PLA - E1,1z' i - CKNER4 L A(O,--RV: r arm sA- aLoimm mm aim e a-.= M ACMUlt "U • k"M IMA MU MV.SCAM Imcdcot rmft sm wicom a %!W� " M CQ~T AM ?"a Pa Anamon Coft= Zo- M .2 -WIDU.M am Olt CRIN.M A� OK ftmAND "Im aaslvf ENLIARGIED SITE PLTA ! r , w tr cingul Peek Site—Cc pfd unmtn war, SO* owns pMlr (350) us -also E -Mal woopmadbCom. Rvy. 70 & M. SITE PLAN 0 C6 }- ¢ A•VTEPINA BEWAIL 107M. --m- I 0. tA 4 ..0 A .6 i.-Yi- .6M UM 00 C J vM d E a COo` o r c� Ir U (_ IL T 1 a at d L c) a Ii CL m 0 z X ftS LL° 0 • N 00 . X�7-6" U011NNG R0� t•� 11J—C C%WUU 1CGMT 1q Gd�fff �� f21C YCpO (i� LLL"IOP Of CaSTWG TGVW "G' AOL 101Sme wt 1 Ima 6 M1 a,L — I wtw a .GL mtnG nroaa a a �vm c� roma r ve,a , WGROMI►N6 094 IOW .T,L CD C— ns O b* ass n 2 aasx e 4 r i Inm uw f � i ,I 1 The replacement of the existing antennas on the tower as shown on this site plan is consistent with Butte County Code Section 24-262(c)(5) because the new antennas would not change the appearance of the facility in a visually or physically obtrusive manner, they would not increase the height of the facility, or LE* VAEM "J increase the effective radiated power. The change of antennas does not require any type of discretionary permit provided that the new antennas do not increase the height of the facility nor cause an increase in the effective radiated power. Building permits are required for the change in antennas. The two dish antennas shown on the site plan are not allowed unless a Minor Use Permit is fust approved. Planning Division approval will be required prior to issuance of a building permit for the new antennas to ensure compliance with Butte County Code Section 24-262 and consistency with this tentative site plan. 5c#%�Or Pka"f"tc- (a I t l p L( 3 r—i Z U CO SITE ADDP.i cingL s:.' er..:•.-:let_ �-_, Peek Site—C SA ® re �'nrm,llo 9W fI1f11. Esso) aes-also s-�fn IeraG rwa h1& Y. 70 R M. L'LEATLON--L LC. LCII C-1 mom AXWEA so a 11DOM ig Funm r Pnes . *!)4 SOY ACL impo lit Im C-> -7-4' LCOSTMAG am Ily-V O&VUU polm"T TW Or XMn= TOM ll(r AM- ZMMdMml MIZV PaWL ANYDiMAST& ACL onl1w Ifunalla ma clsoc Pon 4w SIM" AD mm PAR 01 smff MW LWD COSVC 119 uiVT SOUTM ELE-VArMY ir W re Paan ate. '4 SITE ADDRJ cingL Peek Site— C 9$U tw%fsoslw r-wa IRWP*Ikdt*M RWY 70 R HWY. iLEV-4TlO;V—L 51 "A The replacement of the existing antennas on the tower as shown on this site plan is consistent with Butte County Code Section 24-262(c)(5) because the new antennas would not change the appearance of the facility in a visually or physically obtrusive manner, they would not increase the height of the facility, or increase the effective radiated power. The change of antennas does not require any type of discretionary permit provided that the new antennas do not increase the height of the facility nor cause an increase in the effective radiated power. Building permits are required for the change in antennas. The two dish antennas shown on the site plan are not allowed unless a Minor Use Permit is first approved. Planning Division `approval will be required prior to issuance of a building permit for the new antennas to ensure compliance with Butte County Code Section 24-262 and consistency with this tentative site plan. 9 i ti` MASONRY WALLS N E S W ist Ciff 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occu anc Area Propert Gypsum Board e 1st Layer 2nd Layer Walls Ceilin s. r COMMF-RCIAL _ 036-530-035 #98-1857 i PACIFIC BELL MOBILE 1 4288 HWY 70 SOUTH ; UNKNOWN a MOBILE TOWER �O FZT-l-t 's 7ndTC OFFICE COPY Address GAS Meter By Date* ELECTR C Meter By Dat ` ` Q c ' S t r T I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ot;� i�-1 XIEZ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date f O' ( f f Inspector REV 10/92 A own ■ BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS M CONSTRUCTION MATERIALS TESTING December 1, 1998 BMI Project No. 98S-556 Mr. Vance Shannon Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 Subject: Report of Special Inspection and Testing Telecommunications Facility Hwy. 70 & Hwy. 162, Site No. SA -531-05 4288 Highway 70 South Butte County, California Permit No. 98-1857 Dear Mr. Shannon: This letter presents the results of our inspection and testing services performed for the subject project. Our services included field observation of a tower foundation excavation, inspection of tower foundation reinforcing steel, sampling and strength testing of tower foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower foundation were prepared by LeBlanc and were dated August 6, 1998. These documents were reviewed at the site by our personnel. Field Observations Our field representative observed the excavation for a cast -in-place concrete tower mat foundation on October 29, 1998. The tower foundation excavation dimensions (i.e., depth and width) were in accordance with project plans. Soils encountered within the excavation generally conformed to conditions previously identified by the geotechnical investigation performed for the site (see report prepared by Brown & Mills dated July 7, 1998). Further, no free groundwater was observed within the excavation and the excavation bottom was relatively free of loose materials and debris. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 December 1, 1998 BMI Project No. 98S-556 Foundation plans for the tower mat specified 23, No. 6 bars, each way (equally spaced), top and bottom. However, steel reinforcing for the tower foundation observed in the field by our personnel consisted of only 22, No. 6 bars, each way (equally spaced), top and bottom. The structural engineer for the project, Paul J. Ford and Company, was notified of this discrepancy and concrete placement was delayed so that the reinforcing steel could be retied to meet the project plans. On November 3, 1998, our field representative observed tower foundation reinforcing steel and anchor bolts prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with respect to the excavation) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. Concrete used for the tower mat foundation was cast into the excavation on November 3, 1998. Concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for the tower mat foundation was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No warranty is either expressed or implied. ii December 1, 1998 BMI Project No. 98S-556 We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Attachment: Concrete Compression Test Results (1 page) cc: Butte County Department of Development Services, Building Division iii Nww4m =; 1z Date of Report ► 12/1/98 COMPRESSION TEST RESULTS BMI Project No. ► 98S-556 X -Sect. Area ► 28.27 28.37. 28.27 (sq. in.) Ultimate Load ► 59,800 89,350 92,100 (pounds) Dompressive ► 2,120 3,150 3,260 Strength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► e2A���� R. Kelt rown Principal BROWN & MILLS, INC. 0 W9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 PROJECTDATA PROJECT CLIENT Telecommunications Facility Pacific Bell Mobile Services Hwy 70 &Hwy 162, Site No. SA -531-05 4288 Highway 70 South 3851 North Freeway Boulevard Butte County County, California Sacramento, California 95834 SAMPLE DATA Material ► Concrete Mix No. ► 005016F Supplier ► Mathews Readymix, Inc. Cement (sk./c.y.) ► 5 Max. Size (in.) ► 3/4 Admixture ► 322 N Location ► Tower mat foundation Spec. Strength ► 3,000 psi @ 28 days (psi) Measured Specified Date Sampled 10-11/3/98 Time 111,-11:40 am _-Iqqpp— Slump (inches) ► 5 N/P Sampled by ► Doug Bow Air Temp. (F) ► 61 N/P Ticket/Load/ ► 258983/4/55 Truck No. Mix Temp. (F) ► 72 N/P Date Received ► 11/4/98 Air Content ► N/A N/P N/A: Not applicable N/P: Information not provided to Brown & Mills LABORATORY DATA Sample I.D. No. ► 1A 1 B 1C Date Tested ► 11/10/98 12/1/98 12/1/98 Age (days) ► 7 28 28 Dimensions , ► 6x12 6x12 6x12 (inches) X -Sect. Area ► 28.27 28.37. 28.27 (sq. in.) Ultimate Load ► 59,800 89,350 92,100 (pounds) Dompressive ► 2,120 3,150 3,260 Strength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► e2A���� R. Kelt rown Principal BROWN & MILLS, INC. 0 W9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 Sent By: ALL STAR TELECOM; 916 482 8895; Feb -8-99 4:11PM; Page 1/2 To: RICHARDS At: 4491354 Feb -08-99 02:16P Brown & Mills, Inc.. 916 362-3454 P.02 ' ;I BROWN & MILLSLINC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANT$ CONSTRUCTION MATERIALS TESTING February 8, 1999 BMI Project No. 98S-556 ' h Mr. Vance Shannon , Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 Subject: Report of High Strength Bolt Inspection Telecommunications Facility Hwy. 70 & Hwy. 162, Site No. SA -531-05 4288 Highway 70 South. Butte County, California Permit No. 98-1857 Dear Mr. Shannon: This letter presents the results of our inspection services performed for the subject project. Our services included observation of high strength bolts used for tower connections and preparation of this letter. Field Observations Steel anchor bolts for a concrete tower foundation were observed by Brown & Mills on November 3, 1998, during tower foundation construction. Anchor bolts used to secure the tower to the foundation visually appeared to meet project material requirements (with respect to grade and size), and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. On February 4, 1999, our field representative visually observed nuts used to secure the tower base plate to the anchor bolts, .as well as the bolted connections used to secure tower sections. All bolts and nuts observed were in accordance with those specified on the project plans. Bolts and nuts appeared to be tightened to a snug -tight condition. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications as well as applicable Uniform Building Code requirements. t 9.940 81,15ines5 Park Drive. Sulre 140, Sacramento. California 95827 Phone (916)362.5541 FAX (916)362.3454 Sent By: ALL STAR TELECOM; 916 482 8895; Feb-bEi-'99 02:17P Brown A Mi115, Inc. February 8, 1999 BMl Project No. 985-556 LimiMions Feb -8-99 4:11PM; Page 2/2 916 362-3454 P._O3 Inspection services provided by Brown and Mills for this project were perfortned in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No warranty is either expressed or implied. We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. 1 cc: All Star Telecom (via facsimile) ii §.+w ■ = V=OK O = Not OK = Not Applicable COMMERCIAL = Not Ready Date 11.11114131E.RfLOOR Plans OK except #'s Date FRAMING (Continued) ( ` . ZqP ing-Setbacks- Ease ments- Flood -Sl ope-Soil Report Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 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 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Wa!,PF Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer I lectric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic O Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Constructlon-Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings Date Date Date Date Date Date Card B-1 / Card B-1 Card B-1 2� ID��ard B-1 tr MECHANICAL (Permi' p` `\ 33. A.C. Ducts Insul; r 34. Vent Fan; Exhaf �� �b Q� �� 35. Condensate D/�~ � N 36. Furnance-Ver 0 b o1 !et 37. Attic Access �4 • �W I 38. Fj.V.A.C.-V/ O14 kr 2y 39. Smoke &/ A; A �b �(r0 1 At Care Car' h7 c0 �r,dd ` �1 waw 8-1 FRAMIIV o (b q1O • � 40. Silva O r.� OO�O 41. W q Nq b Sound 14 42. F N M 43.1 N 4s 9 44� 14 � ¢ ti �o•n / 4/ 4 W cr ��b fix °Si•1b A antry must be made each 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 Occupancy time you visit the job site) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. (Rev.12f96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-530-035 ZONING BUILDING PERMIT OWNER' PACIFIC BELL MOBILE TELEPHONE 16-561-404 SO. FT. OCC. BUILDING VALUATION 30,000 . OWNERS MAILING ADDRESS 3851 N FREEWAY SAC CA 95834 CONTRACTOR'S NAME TBA TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 30 000 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 284.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 184.90 BUILDING ADDRESS 42 H Energy Plan Checking Fee $ V L PERMIT FEE $ 489.40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome It Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MOBILE SERVICE TOWER Gas piping syste!n 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fLJI force and effect. x-71 License Class Lic. No. ���jy OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comppensation insurance carrier and policy number are: Carrier C[A�. ��(� �Lv�. Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicaht - ❑ Own r Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht.By Main Service TO +o�A 46.00so NEW CONST. DWEWNG UP. S° WE OR ADDNS. ( a Acc. sLDs. 3.50FT: NEW 0.OUTLET @7.50 REOSID. MU LT POWER APPARATUS 8 SINGLE OUTLET CIR. 00 EX. Occup. OUTLET OR FIXTURES SAL. @ + 0 Ex. Occup. 0 7g RIP.°E,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43-00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ Xi 9 In HAZ. p, FEES IMP RD COF PARK PO ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date /�' PERMIT EXPIRES ON �� z 7 Dfe Receipt No. 2 l J-' WHITE-D.D.S.-B.D. CANARY- ESSOR P NK -INSPECTOR GOLDENROD -APPLICANT �. � _ �..T" �� �., dti'f ��� k� .. � :� �•s<,y ,r, a�`�'4`,� Tg.tr F'.p ... r1.�- .. "!r •r • " .i..i6.frw.-ire,! �'M�,..,d,t"i'gLitiF�^,n._;'.a r...,_..i!'S'^"r7-.. �:•.1'`Yn.-�r'Yy.• ,.- �•. r+' . COUNTY OF BUIU TE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �Ci I ASSESSOR PARCEL NUMBER: 0 (0-530-03S Proposed Building Use: uilding Inspector: Date: >2 (K 4 S? 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 -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $ 14-7,40 ------------------------------------------------------------------------------------- El11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. --------- ----- -------------------------------------------------------------------- OV' SSanitation and plot plan approva��Flealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- /,/❑ 166.. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 0/�'a' 'Planing approval for (A) Use: (B) Parking: -------------------------- /'. c ontact Land Development about ❑ Improvements, ❑ Drainage, [],Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for drivewayconstruction approval prior to occupancy) --- ( PP P P Y)� -------------=----------- ❑ Pre- inspection for required Request to Building. Inspector on (Date) ontractor's license information. (Number, Name Style, Classification). ----------------------=------------- Workers' Compensation carrier and policy number. -------------- ----------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑)-•7------------------------------------ ❑24. Letter of signature authorization. ----=--------------=--------------------=- A= =--------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------- -------------------------------- 0 26. Letter of intent on building use. ------------------------------------------------------------------------------------ ❑ 27. Manufactured Home utility clearance. ------------------------------------------------ 17 -------------------------- 028. Existing violations and/or expired permits.--------------------------------------------=------------------------ ❑29. 0433 A, ❑grant Deed, ❑ M.H. Title, q Check to H.C.D $ . --------------- 0. Other: iqvi ------- When you issue the p t p ocess as follows ❑ Mail to owner, ❑Mail to tr or. S ❑ Telephone vl Sand hold for pickup at D VO U t ce. ❑ Deliver with inspector. ! i Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P ution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application forab ve it ne ❑ Plan Check List 2. Additional items required: ^% Contractor, designer, owner, as ve &q&ed data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised o the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ B "ldin Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Qr 2 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Divisionh �A COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 1,2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER DONINO BUILDING PERMIT OWNER- TarP►gNE l P�� �C b S`6I � SO' FT' OCC. BUILDING VALUATION OWNER'S MAILING 7301 ADDRESS CA 5 /.c A ac CONTRACTOR'S NAME l TELEPHONE CONTRACTORS MAJUNG ADDRESS CONSTRUCTION LENDER �R LENDERS MNUNG ADDRESS Flre lace Total Valuation ARCHITECT OR ENOINEER���/h UCENSE NO. Filin Fee $ 20.00 ARCHITECT OR ENGNEERS MAUNO ADDRESS e ,�X 1 p.1�.A f►d CA Permit Fee $ ISO Plan Checking Fee $ g BUROINGADOREas 4 tvA 90q 77O 'W autSH Energy Plan Checking Fee $ PERMIT FEE _ 40 LOT No. BLBDNISDN'SHAME PARCEL YAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome O Other Water piping 15.00 8°EC`r Each as water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition O Remodel O UdWes O Installation O Other O Building sewer 15.00 Describe Work: Mobile Home I S I G W X20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service � LICENSED CONTRACTOR'S DECLARATION Main Service 200A TO I000A 40.00 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter NEW CONST. OWBIIJG OCCUP. 3.5QS OR ADONS. a Ate, e�Da. 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, NOWAESIO. Mu�T}O T Q7.50 and my license Is in full force and effect �,,� APPARATUS License Class Lic. No. a afiiiLE otmET CI0. OWNER -BUILDER DECLARATION Ex. Occup. CUTLET oRPxruaEs BALs' o 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Ex. Occu . olr s .&) EAPPLNS 5.00 Law for the following reason: Temporary Service 23.00 O 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. Mobile Home Facilities 20.00 ❑ 1, as owner of the property, am exclusively contracting with licensed contractors Misc. Wiring 23.00 to construct the project O 1 am exempt under Sec. , Business and Professions Code for this $ reason PERMIT FEE Q WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heatin O 1 have and will maintain a certificate of consent to self -insure for workers' Coolie compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Hood 13.50 O I have and will maintain workers' compensation Insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier PERMIT FEi. $ Policy Number Mobile Home Installation Fee $ (The above sections need not be completed If the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is Issued. I shall occ CONST. TYPE TOTAL FEE $ S 3Z I not employ any person In any manner so as to become subject to workers' compensation laws of Califomla, and agree that if I should become subject to the HAZ D FEES IMP I FLOOD CDF PARCEL PO NO ISSUE workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 90' deep and demolition or construction of structures over 3 stories in height By Date Receipt No.PERMIT I EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ty") L6�—�-`� Sys _ ..... b�: a . `M ■ BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS 11111110 CONSTRUCTION MATERIALS TESTING December 1, 1998 BMI Project No. 98S-556 Mr. Vance Shannon Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 /- -/D -- 1:.;�=' X99 Subject: Report of Special Inspection and Testing :T Y' �0 G Telecommunications Facility fG?� Hwy. 70 & Hwy. 162, Site No. SA -531-05 _ rpt 4288 Highway 70 South Butte County, California Permit No. 98-1857 Dear Mr. Shannon: This letter presents the results of our inspection and testing services performed for the subject project. Our services included field observation of a tower foundation excavation, inspection of tower foundation reinforcing steel, sampling and strength testing of tower foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower foundation were prepared by LeBlanc and were dated August 6, 1998. These documents were reviewed at the site by our personnel. Field Observations Our field representative observed the excavation for .a cast -in-place concrete tower mat foundation on October 29, 1998. The tower foundation excavation dimensions (i.e., depth and width) were in accordance with project plans. Soils encountered within the excavation generally conformed to conditions previously identified by the geotechnical investigation performed for the site (see report prepared by Brown &. Mills dated July 7, 1998). Further, no free groundwater was observed within the excavation and the excavation bottom was relatively free of loose materials and debris. I 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 / �•d'i � a ka�� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t�)C%) Owner E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. — Location AP# Plan Approved for: Sewage DisposzF----, nnWater Supply: Public Private Well Clearance for dwelling. Other(a(` _ L, I i� �, Hold final for: Final clearance O.K. for: NOTE: IC46 Environmental Health Specialist 8/96 q,--3 ---q �j Date December 1, 1998 BMI Project No. 98S-556 Foundation plans for the tower mat specified 23, No. 6 bars, each way (equally spaced), top and bottom. However, steel reinforcing for the tower foundation observed in the field by our personnel consisted of only 22, No. 6 bars, each way (equally spaced), top and bottom. The structural engineer for the project, Paul J. Ford and Company, was notified of this discrepancy and concrete placement was delayed so that the reinforcing steel could be retied to meet the project plans. On November 3, 1998, our field representative observed tower foundation reinforcing steel and anchor bolts prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with respect to the excavation) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. Concrete used for the tower mat foundation was cast into the excavation on November 3, 1998. Concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for the tower mat foundation was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as.they existed in the site area at the time our services were rendered. No warranty is either expressed or implied. ii December 1, 1998 BMI Project No. 98S-556 We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, .please contact the undersigned. Principal Attachment: Concrete Compression Test Results (1 page) cc: Butte County Department of Development Services, Building Division iii - r Date of Report ► 12/1/98 COMPRESSION TEST RESULTS BMI Project No. ► 98S-556 PROJECTDATA PROJECT Telecommunications Facility CLIENT Hwy 70 & Hwy 162, Site No. SA -531-05 Pacific Bell Mobile Services 4288 Highway 70 South 3851 North Freeway Boulevard Butte County County, California Sacramento, California 95834 Material ► Concrete Mix No. ► 005016F Supplier ► Mathews Readymix, Inc. Cement (sk./c.y.) ► 5 Max. Size (in.) ► 3/4 Admixture ► 322 N Location No. Tower mat foundation Spec. Strength ► 3,000 psi @ 28 days (psi) Measured lqqqppp— Specified -qqqppp� Date Sampled ► 11/3/98 Time ► 11:40 am Slump (inches) ► 5 N/P Sampled by ► Doug Bow Air Temp. (F) ► 61 N/P Ticket/Load/ ► 258983/4/55. Truck No. Mix Temp. (F) ► 72 N/P Date Received ► 11/4/98 Air Content (°h) ► N/A N/P N/A: Not applicable N/P: Information not provided to Brown & Mills LABORATORY DATA Sample I.D. No. ► 1A 1B 1C Date Tested ► 11/10/98 12/1/98 12/1/98 Age (days) ► 7 28 28 Dimensions ' ► 6x12 6x12 6x12 (inches) X -Sect. Area ► 28.27 28.37. 28.27 (sq. in.) Ultimate Load ► 59,800 89,350 92,100 (pounds) . 'ompressive ► 2,120 3,150 3,260 'trength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keit rown Principal BROWN & MILLS, INC. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362.3454 �,A 1 Y ; � . � �.+ ?_, - .t t \Y,; •� ..�� ��,��'� � �I. 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'r` - +.-` «iY .+tea!"'�',��y.•�c .'�"f't`. :�`uk!J"�J "'' �.r' r."7'je% rr ''+` ,�`�l ^S•.t' %���f��"t is, .A�;••i - - i. .. * 4� •,�i.. `�,•�+?^S� y��by�yt�:'1 � ++i.i.l•''•�� r k ay." ��'� .+1,�4.�i'}tiY.� �,. � 1 it� • r�R , '�a�i u Kt���fy �!'�� i't""� ` •���y�� yid .a�".til�si-�Kif` � � .. �� � ��e� Y Fhb „Y:. � � . � •* �' � gye� G r"SY. k.. '�` � "�� jp#'ti � Vit''.• y'''!`' :{k` � �.� y f'� -� + ''�� �} h, ;ii .e4", '. t y i,�y'At ri �'�1. � s �'2'}4.i ,y,4 �• 1' 1�,..,a1'�ii .*4 t•,�, �3, - •. laz`ws�'.v`�� • } �t n��i`��i���•• ° n�.t�'t?l�• - G� •i'���rt'• � - JK ,. tt ! .' f J .i >,�� a��{�,. ,411N•ry� �,atiS''�yts�N+��w,{fj' •�+r.'s., � � �,s�w. •,� �f ,� �� (. •...: ,`� _ (3, A t •`r ' \,,}; +4.,�;fir r*. VIZ .•. �j1 LY '+Y,y'-�1 .yeS!j rr"k`t i6•..a•r lri I o co '�,F r• ''.moi•: J _'� -,r 'W., `�A i T In a D tN'1 0, pM, tz Ir � t1 �• p . } y J �`�A ylAto2-3 X e�_ (Rev. 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Californip 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 036-530-035 ZONING M2 BUILDING PERMIT OWNER ).iUjlj'j'E'.I, W.R.SO. TELEPHONE FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4288 M. 70, OROVIIIE, CA 95965 CONTRACTOR'S NAME MER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NOME NONE [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHrrECT OR ENGINEER NONE NONE LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 288 S7T.TV • 7O, OROVII.IE VGOv J1YY 1 Ener Plan Checking Energy g Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other rJ.ARTFTR.R I` IX SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EI ECTRIC FOR #97-0817 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 1 Main Service 2o0AoRLPSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X. � License Class's C 1(j Lic. No. '/ .� I i 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. N I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A To 1000A 46.00 NEW CONST. DWELLING OCS. OR ADDNS. ( a ACC. BLD S. so 3.5¢FT; NON-RES10T MULTI-OUTLETRANCH CIRCUITS @7,_50 POWER APPARATUS a SINGLE OURET CIR. 19.00 Ex. Occup. OUTLET OR FIXTURES 2u 100 BAL @ .50 Ex. Occup. ourLEEDrs REESSID.0E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Pclicy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ® 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 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. I ^ ' r� X 4v C4F if, . _' I % __ Date /• `T Signature e o Applicant - ®Own r ❑ ontractor ❑ Age ry An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 58.00 HAZ. I D. FEES IMP I FLOOD I COF PARCEL PD I HD I I UE This permit is hereby issued under of the Butte County Code and/or indicated above for w ' h fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid, . Date ` Date wil- Receipt No. �Jvv-'� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT An 9 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIV ON 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538- 41 —nPERMIT NO. (Rev. 12/96) APPLICAtIOWAND PERMIT z/ ASSESSOR PARCEL NUMBER 036-530-5 ZONING M2 BU LDING PERMIT OWNER HUNTER, W.R.W TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4288 HWY. 70, OROVILLE, CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Fjlln Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4288 HWY. 70, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other—C'LARIFIFR TANK SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC FOR #97-0817 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ioonoALE: s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f11 force and effect. X ® License Classy Lic. No. AfS®3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ® I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. aws. SG 3.52FT. NON -REBID. =OUTLET CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 1 5 -on Ex. Occup. OUTLET OR FIXTURES 0 0 BAL @ .50 UNIS Ex. Occup. ouTLEtDrs RES ,6.0E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) N 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 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, t shall forthwith comply with those provisions. X I ate al- Sigri Pure o Applicant - Own r ontractor ❑ Age An HA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 58.00 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD UE This permit is hereby issued under of the Butte County Code and/or indicated above for w ),eh fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ` Date 50043 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 ❑ NO 19 i� 2• I HAVE tai HAVE NOT 13 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: CONTRACTOR'S 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: CONTRACTOR'S 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: �l PROPERTYOWNER: I\ SOCIAL SECURITY , ER:. DATE: e NOTE: This Owner -Builder Verification, is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. y Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners. unless they are performing their own work personally. Information about licensed contragprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4icly, l C. -Vi ira, C.B.O,r, Building Inspection NOTE. This Owner-Builder,lnformation is required by Section 198.0 of the California Health and Safety Code. OVER .CJIIIV I II IW %J111u1111ML I L. VVIlot I Palu, JaIU UIIy1I1dI IMill, IUWVL11V1 surrendered to Trustee fors`'W'cellation and retention before reconveyanc NOTE SECURED BY DEED OF TRUST (INSTALLMENT -INTEREST INCLUDED) n inn utieu U1 It u.,a uuuuu Illy uu1 n%., J be made. $ *420, 000.00* Gardena California, may 30 19 91 In installments as herein stated, for value received, I/we, jointly and severally, promise to pay to*CHARLES H.' MILLER a married man as his sole and separate property, an undivided 25.5 percent intere CHARLES H. MILLER, Trustee of—the een Miller Testamentary Trust, an undivided Z.5.5 pet interest*—D , an unmarried man, an un v d 24 G�zs--um�- rrcf�S C S A Y BE tundivi he sum of � percent inter::1 , FOUR HUNDRED TWENTY THOUSAND DOLLARS AND NO/100----------------------------- DOLLARS with interest from Date Endorsed on unpaid principal at the rate of EIGHT 8Z per cent per ann m i c�p and interest payable in installments of FOUR THOUSAND DOLLARS -----------------------Um IRMM----------------- DOLLARS or more on the same day of each ca en ar month, beginning on the 18th day of July 1 June 18, 1996, at which time all un aid t9 ,and continuing until p principal plus accrued interest shall become all due and payable. This note is subject to Section 2966 of the Civil Code, which provides that the ho der of this Note shall give written notice to the Trustor, or his successor in interest, of presorlLed information at least 90 and not moi-_ cnau 1,50 days Lefore any balloon payment is due. This note is given to secure a portion of the purchase price of the within property. i Each payment shall be credited first on interest then due and the remainder on principal; and interest shall there- upon cease upon tha principal so credited. Should default be made in payment of any installment when due the whole sum of principal and interest shall become immediately due at the option of the holder of this note. Interest after default shall continue at the rate stated above, unless otherwise provided in writing above this paragraph. Principal and interest payable in lawful money of the United States. If action be instituted on this note I/we promise to pay such sum as the Court may fix as attorney's fees. This note is secured by DEED OF TRUST to TICOR TITLE INSURANCE COMPANY OF CALIFORNIA, a California corporation, as Trustee. tN _ 141eiiICIMof .17AnA '0 1930 CA (1 —86) w.n. nunte THIS FOAM FURNISHED BY 0 Karen F. Hunter CAT. NO. NNO1085 TICOR TITLE INSURANCE COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT, OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751'. 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 9'7roV7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. c- a No cid 4 u /ND r Ci'/Yr! / W /' 7� h j �✓ r -AD r r) Lit G e -wt a♦ f L A C-1 .v r" f Cir G L, 1, 4- 54,DW�.vr ter+ - I f/�L �iNd9t /J e, ,. - ''II Date `7' ��o" REV 10192 , Inspector l MASONRY WALLS N E S W". 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Pro ert Gypsum Board 1st Layer 2nd Layer Walls Ceilings COMMERCIAL - 036-530-035 PERMIT#97-0817 HUNTER, W:R. ` 4288 Hwy 70 S, Oroville F Cont: J.C. Industrial t Clarifier Tank/Tractor Sales COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION •7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754PT NO. (Rev. 12/96) APPLICATION AND PERMIT Z_ Q '�/7 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT O TELEPHONE SO. FT. OCC. BUILDING VAMA71ON FST 6800 DWN8 Nff HWY 70 SOUTH 91965 428 CONTRACTOR'S RS INDUSTRIAL TEPNE5JC488 CONTRACTOR'SMARAUDER ST, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 4288 HWY 70 SOUTH, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 168.50 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TANK SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑}( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CLARIFIER TANK WITHIN BUILDING Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoonoa',ss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.I License Class �- Lic. No. 4 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 5T;M EU.A) h C ► IRC—AJSR-17661 Policy Number 4 0 n 3ZLZ) — 7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any m nner so as to become subject to workers' comp ation laws of California, a d agree that if I should become subject to the o s compensation I:yovisjofis of section 3700 of the Labor Code, I shall forth ith c mp ho e • ovisions. _ Date _ / Si of App icant - ❑ ner Contractor ❑ Agent An OSHA permit is required for excava Ions over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( `,; CONST.9 rNrON•RESID. EW MULTI.00I CET 97.50 POWER APPARATUS a SINGLE OUTLET CIS. EX. OCCU OUTLET OR FIXTURES BAL @ 1.00 0 Ex. Occup. ou"TLErs AESIo.GERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE lb, TOTAL FEE $ HAZ. D. FEES IMP ._ FLOOD CDF PA pD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ' lvV &1 9 By aate �j PERMIT EXPIRES ON Dafe Receipt No. 22.1810 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .:.. ' ter.,•.-ter-•..:�✓ti-r'r.•:n•^•nr�....+w+ti�:�.-t:..s...y.•v:: .�., '�..;.+^i'::,�►.�:r',,:��r{ .. w " ",'^-}• �n��.:�'r�.+ • _. .�.... -_ .... 'COUNTYOF.BUTTE' -DEPARTMENT ORDEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (916) 538-7541 . .. t ol, PERMIT APPLICATION DATA SHEET OWNER w A. P. No.36 -53 w'" Proposed Building Use AA ( /eAl (14__J ' Building Inspector C Date Z-� S7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. '29 30. 31. 32. 33. 34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form ............................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ' .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............. City of Chico plumbing permit. ......................................... . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ...PB­!��e�tio; �qU Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. ` '' Certificate of Workmans Compensation Insurance. ....................... Owner -Builder Verification (Given to owner , Mail to owner _). .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... . Mobilehome utility clearance. t ........................................... Documentation of legal access' .....................:................. . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired`permits....................................... Plan check list . .................... ............................... . he ou issue the it, pprvenss.as follows: Mail'to a ._ Mail to contractor Telephone "S �15and hold for pickup at © offi e. Deliver with insp ctor. .Other Parcel Creation' -4W)"'- 7 Acreage: Applica t Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy.of plans sent Health D,`ept. Fire Dept. Other Date By The ffollowing data must be submitted prior to permit issuance: (Circle new item not'checked above). lAndex 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 A,GI✓Z_ Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION `I County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER/' /I�� q ✓7 6` 7 —,35- ZONING n L BUILDINGPERMIT } ( OWNERL/ w v�� � /�� TELEPHONE SO. FT. OCC. BUILDING VALUATION b S OWNERMAIH 7 -UNG � ORES c� '7 Q S oo rh 9 %� C IS' CONTRACTOR'S NAME C 1"I o' miA TELEPHONE ' 3 3 - s-ySC co"A"77 MAIUN M REVS � �� ��0 Q� 3 ,�Yy,,,�`"r�v' / CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is t$ C5 J ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1 `^ ✓ �Q Energy Plan Checking Fee $ Ile QA $ PERMIT FEE s LOT NO. SUBONISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other !Lt . AX SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ ,Utilities ❑ Installation ❑ Other ,❑ Describe Work: G ���/ %�A— �iB.J �.1 L !-J '^ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service spa. oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic.No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow To 4 .00 NEW CONST. DWELLING OCCUCCUP. OR ADDNS. ( & ACC. BLDS. SO =.ESID.T MULTI.OUTL.ET POWERd SINGLE OUTLAPPARET CIR. ATUS Ex. OCCUp. OUTLET oRFocru 20@1.00 BAL O .so Ex. Occup. OUTLETS PP IO.DEA. 5.00 Temporary Service 23.00 Mobile Home F Ilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. ( D. FEES -;77-F'7 CDF I PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ (Dale) ReceiptNO. WHITE-O.D.S.- .D. CRNA -AY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1111 MARAUDER STREET • CHICO, CA 95973 • (916) 343-5488 • (916) 343-4356 FAX • Lic. #442414 May 1, 1997 Butte County Dept. of Public Works Building Inspection, Permit Department ATTEN: George Kellogg 7 County Center Drive Oroville, Ca 95965 RE: Self contained waste clarifier. Locations. Tile Artisans 4288 Highway 70 Oroville CA. 95965 Dear: George The 1500 gallon three stage self contained waste clarifier, will be put into the ground flush with existing concrete. Each stage will have a removable concrete cover, so clarifier can be cleaned when needed. A the cutting machine will be placed next to clarifier, with sloped concrete ditching, andi metal grating on top. Water will flow through ditching to clarifier. Water will go through clarifier to the third stage, then water will be pumped back into the cutter for reuse. If you have any questions please contact me at: ' A/C Industrial Services OWTb—AB 1riaterfah I Wbrm Ba se 1111 Marauder St. Chico CA. 95673 Accordance with Recogn4ed Good Practices' and (916) 343-5488 of o quality prescribed for the5 ecified use in the oren Building, Plumbing & M do Wa18mW 1 G d%,�- Sincerely, Vic LeDuc Project Manager BUTTE COUNTT" 51UILDING DEPARTMENT :APPROVED 77 Ah Of of plena ArM spft ficall1ohl MUST B& kepf on the job at all times and it is unlawful to ma6 any changes or alterations on same without written p®rmission from the Dem p� 41. Id W40 R. . A:r -4. 7-. - - . ... .; ., - .. ".4 .'. .. F. ice 777711 .-I fL= PYSIC C*b or 11115- Am Mr E - B ILA.4LA(;.E F- l [i ESTATE • D Eluop EST I- CA Z Z 19 C. � j L1l . ZZb Q M 9C �- V L l CL- Z 19 C. � j L1l . O W U fm� 16� oa.-uouul n .�wa w:w•lo•i not 161L -Bir 19116) 3"ofid o"".`r S�lV170SSV 'iiL>ib A1iva 001110 anvl StIJA3S 73n1�1 1� I NVWH:)VI �br siaT:a1.. 19b2321d LA Ifl. n I`! — - Q .. . _.. n fit 7 j U • 8 y' `� BUTTE COUNTY �I zel I-V t! 0 T. /9 N.R3E./tDD.B,aM. 52 Tax Areo Code '92-02 1/61 Qz S B9 ° 3/ j` - / 6 698 67 47 E 400.00 / - 37.18 AC 22 12 �, /2 �' t ` 562.76 32 \ 3/ 4 P �� ,• h° ko r5.40AC. M 4.92AC. co 'n c Q / 7..3-74:; /�� 2 4 ui r. v,r 2J 0 - .5 2� �p 34 250.00 400. h %88.6 �P' �i 7. 82 AC.' 650.00 32 I 33 24 - 7.87AC_ h� 0 33 - �4 ? hp 0 ci o o 8.95AC. e -i 163, PMIC3-24' 0P �p i o . - �• hG r P M 97-362 1096.43 v 650.00 1a •883.44 a 2 4 14 I 3.024 275.:5 I P, -M 5a 9.10 4C. r 13 9.12 4 C. -.�.-..-.....- - °90.48 ti -984.17 22 hP' 34 ^ 44 r I 9.24 4C. PM 83-1949.26 4C. : 17b.43 N. 998.08 88 ° 4 7 . W, 1089.29 � 45 Ilr9� 5 21 r o O /oMi' 6J �7 3.994c 1) 1169.6 P/Ou 52-40/435 9.5-4 uC n.l Mi 35 . !109.6 ti 25 10.81 AC /0.0341 7 v 36 e MR T. /8 N. R. 3 E. N J=OK O=Not OK - = Not Applicable COMMERCIAL = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -901 -Protected -Color Coded 74. Insulation -Foam -Looked in Attic ❑ Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77, Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78, A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Nater Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) t�.....It+i�:��1,,;�����i"�:w`Y��N¢."T...:�i},��.,.�F7�%'-=":�+`�4�`..7: 1�'d�,w'„!Y`�!•-.=.�:'��ie,•n. :, vJ :.?"�^!.3Ssy .�i-.�i^ •a^.�A`y Av�.;c�'t✓_ry.iY"'i 4.S` ' ' ., ;: •;; 036-530=035 _94-0945E -3,,M-(.HUNT-ER, -WJR.) 4288 HWY 70 .S. , OROVILLE ELE. FOR SIGN ail 4 H + ij Yf \ �r ry A 4 + M; ,.r.IL 7;rr 5, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI810N ' 7 County Center Drive - Oroville, CO, flornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ���' ASSESSOR PARCEL NUMBER 36-53-0-035 ZONING m2 BUILDI PERMIT t OWNER R. tom— 3m n TELEPHONE SQ. Ft. `. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME JJ y j� TELEPHO E CONTRACTOR'S MAILING ADDRESS _ Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER •' - ucEN ENO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 428Q HIGHWAY 70 SO= PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 OROVIUE, 95965 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE - SF ❑ Duplex ❑ Mobilehome ❑ Other SIGN SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition 1:1Remodel O Utilities ❑ Installation ❑ Other ❑ Describe Work: SERVICE FOR SIGN PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 l2�Main l Service ( 000V OR LESS I 200A oR LESS 23.00 23.00 Main Service ( 200A TO 1000A I 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLDS. I SD. 3.5C FT. NEW CONST. MULTI -OUTLET -NON -RESID. ( BRANCH CIRCUITS I @7.50 CONTRACTORS LICENSE LAW _ I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No.9Sb,;IJq-A Classification C- I ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS I 1 a SINGLE OUTLET CIS. EX. OCCU OUTLET OR FIXTURES P• ( I 20 @ 1'00 BAL. @ .50 FIXED APPWS. OR Ex. Occup. ( OUTLETS IRESID.I EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 SIGN CIRC 126.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O Tais permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ` ❑ 1 shall not employ any person in an e� Eome subject to theWorker's Compensation laws of Californi Notice to Applicant: If after making this state ent, sh Id you become subject to the Worker's Compensation provisions of the Labor Code, y must forthwith comply with such provisions or this permi 11 revok PERMIT FEE $ 69.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating --Co ing 6.50 a ti a ' PERMIT FEE $ Co I certify that I have read this application and state that the above information_is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building constructio nd here uthorize representatives of the County of Butte to enter upon the ab a menC e f ect urposes. I also agree to sa I ss t County of Butte against all liabilities, judgments, costs, and lenses whic may ny way accrue_ against said Count in cons kluence of the gr ting of this permit. e vat�6194 Signatu of Applicant - ❑ Owner O Contractor 1:1A"gtlejn An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3�stories in height. ob- e'Id `I; IristallaCi�i Peb$ Energy Inspection Fee $ / occ )co S7. TYPE ) JAL FEES / V ` �H EEs" P' lboo DF PARCEL PD HD ISSUE f Thi permit is hereby iss(Ad under the applicable provisions of the Butte County Ct. - andJor Resolutions to do work indicated -above for which fees have been paid. t` By J !// Datel /-!moi `� PERMIT EXPIRES ON IDatel � _ F Receipt No. / ((1 p� .J "((/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California, 959,65 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT _ ASSESSOR PARCEL NUMBER 36-53-0-035 ZONING m2 BUILD G PERMIT OWNER W.R. HUNTER / 3m TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4988 HIGHWAY 70 SOUTH OROVITLE.,Q5965 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4288 HIGHWAY 70 SOUTH PERMIT FEE $ OROVILLE, 95965 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome C)Other SIGN SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SERVICE FOR SIGN PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 (2) Main Service ( 600VA OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. so. 3.5C FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and m license is in full force an effect. License No. Classification �— )a ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS / @7.50 POWER APPARATUS , & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20 @ 1.00 Ex. Occu FIXED APPLNS. OR Occup. ( OUTLETS IRESID.) EA. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 SIGN CIRC 2 . 00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): Oermit is for $100.00 (valuation) or less. &rThave placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 69.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judg nts, Costs, and expenses which may in any way accrue against said Cou ty in cons, uence of the granting of this permit. DatL44 Si tur of Applicant - ❑ Owner Contractor ❑ Agen An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 6 .0O HAZ D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated ova for which f es have b n paid. By9JDate Q C�--� PERMIT EXPIRES ON IV 6,9V (Dere) Receipt No. 0�(" frj`• WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � `�r'1n#ii4w..�'.r�'��� �ib+,f'?: ' �'�"'i�` v t�1 :'?%1►�;':y;� .;:sr)'�Gc'r ��j,v�:•, ..�•�,t. 036-530-035~ 94-0944E ^ t- 3 M(HUNTER, " W.R.) .4288 'VY 70. S::., . OROVILLE ELE FOR SIGN - X661 T z 8d .�I rs ti y. e , t � t a- r X661 T z 8d .�I rs 7 WIN COUNTY OF BUTTE - DEPARTMENT -OF -DEVELOPMENT SERVICES - BUILDING DIVISION, 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 36-53-0-035 ZONING M2 BUtfDING PERMIT OWNER W.R. HUNTER /341 TELEPHONE SO, FT_ OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4288 HIGHWAY 70 SOUPI:•I OROVILLE, 95965 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADERESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS: Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S NAILING ADDRESS Penalty $ BUILDING ADDRESS q 70 c o %� I S, 12-0 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex 13Mobilehome O Other SIGN SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New O Additio-i O Remodel O Utilities O Installation 1:1 Other ❑ Describe Work: SERVICE FOR SIGN PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 (2) Main Service ( BOOVORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLINGO OR ADDNS. ( a ACC. BLDSCCUP. . ) Sp- 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force an effect. LicenseNo. ,a 4;7OZ4 2 Classification ' - II) O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23,00 Mobile Home Facilities 20,00 Misc. Wiring t23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. W<have rlaced on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen'sCompensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. '. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. A PERMIT FEE • 0 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certify th.t I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the -County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and',keep harmless the County of Butte against all liabilities, judgments, Gosts, and expenses which may in any way accrue against said County in consequenc of the granting of this permit. X'� Date Signature•�f"Applicant-O Owner ❑Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ ,, occ CONST. TYPE, TOTAL FEE $ HAZ. D. FEES AP FLOOD COF PARCEL PD HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been /� DIRECTOR OF PUBLIC WORKS Bye' ! . .iy- %i I , I PERMIT EXPIRES ON /Date/ provisions to do work paid. Date Receipt .D. / ^ C ��/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Caaifdrnia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 36-53-0-035 M2 ZONING BWIfDING PERMIT OWNER W.R. HUNTER � �% TELEPHONE SO_ FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4288 HIGHWAY 70 SOUTH OROVILLE, 95965 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 420rcl4 / / ►`l -10 15, /2-0 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SIGN SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ElInstallation 1:1Other ❑ Describe Work: SERVICR EDIR SIGN PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 2 Main Service ( BOOV OR LESS ) 200A OR LESS 00 23.00 Main Service ( 200A To IOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLOS. ' 3.50 FSO. T. NTRACTORS LICENSE LAW I declare under pen. y erjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force a effect. License No. ���3 Classification �—ID ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempi under Sec. Business and Professions Code forthis re n NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS @7.50 ( POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 1 B20@ 0 Ex. Occu FIXED APPWS. OR Occup. (OUTLETS IRESID.I EA. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare and r p alty of perjury (check one): O This permit is for $100.00 (_v`aru—aTio`Fr-6fTfts. 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ o Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, os s, and expenses which may in any way accrue against said un in consequent of the granting of this permit. Date nature o pplicant - ❑ Owner ❑Contractor ❑Agent kAnOSHA ermit is required for excavations over 576" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD Ho ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have bee paid. DIRE R F PUBL RKS By�l Date � /� PERMIT EXPIRES ON !/ (Da tel Receipt f�/ .D. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . \N ft661 T 9 10 a A I qovu C IN 1\ s 1 `A4 t11��1A1�N� • 1• •111 j` c. AACN111(11 11 ANOA11O FORM ;iICN UWNER r fid' w�V1��o 2050 14•�A�'PLICAN'1'-3ff NAIIUNAL AUVERTI3INCCO.R EPION'f 3TOCKTON ' 2 9-46 - 1 CA 95203 (, OAit Z A►PROMO by `I ��,-C OwA111N0 NUMwtt r ca•• . coUNTY Of BUTTE - DEPARTMEI T OF Dr,fa-OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orov le, C� li, 95965 - Telephone (916) 538-7541 PERMITIP, APPLI ASI v AI�h PERMIT r /�095zy>- 36 ASSESSOR PARCEL NUMBER 36-53-0-035 `'ice M2 BUILDING PERMIT OWNER W.R. HUNTER 3 Al PHONE SQ. FT• OCC. BUILDING VALUATION OWNER'9 MAILING ADDRESS 4288 HIGHWAY 70 SOUTH 0 VIL• 95965 CONTRACTOR'S NAME EPHONE I CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER IWOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ -20.00 Permit Fee $ ARCHITECT OR ENGINEER tx:E►rSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEEWSMAILNG ADDRESS Penalty $ BUILDING ADDRESS N� '' " �` �/w PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome O Other SIGN SPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other O _ Describe Work: 4F.RVTC R FnR 4TGN 2 ) PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BDov oR LESS ) 200A OR LESS 2 CO 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST.( OCCUP. OR AOONS. ( & ACC. OLDS. ) so 3.5C FT, NTRACTORS LICENSE LAW I declare under pens y erjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the business and Professions Code and my license is in full force a� effect. License No. � si:a93 Classification � ID O 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exemp under Sec. Business and Professions Code for this reNspn NEW CONST. MULTI -OUTLET •NON•RESIO. ( BRANCH CIRCUITS ) ' @7.50 I POWER APPARATUS 1 1 6 SINGLE OUTLET CIR. — Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1•50 SAL. @ .50 Ex. Occup. ( FIXED APPLNS. OR ) OUTLETS . RRESID.I EA 5.00Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23 00 l t f� U WORKER'S COMPENSATION INSURANCE I declare Lind r p alty of perjury (check one): O--'�-�+L-ct.pp,OQfr- --- - 1 I I� of Development Services, BI F E C ipensation Insurance or a C. `' `- I O Is Address ome subject to the Worker's Notice 1 you become subject to the Workert ust forthwith comply with such pr GAS - � Meter By Date-_ i Icertif ELECTRIC�q ooveinformationiscorrect. I agree I Meter By. - Date ` Irnis State Laws relating to building 1; 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, osts, and expenses which may in any way accrue against said un in consequenc of the granting of this permit.'`Date �T I I , /04 Lnature o pplicant • O Owner O Contractor O Agent An OSHA Vermit is required for excavations over " deep and demolition or construction of structures over 3 stories in height. PERMIT FEE $ (J� Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONSr. TYPE TOTAL FEE $ RAZ. O. FEES IMP FL000 COF PARCEL PD ND ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have bee peid. DIREVR F PUBL RKS n BY Date 7 pERMITEXPIRESON ROetel / J� L[� Receipt �[� WHITE-O.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT I. F DIA."lia 1OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillei Calif 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICp vI0AI AND PERMIT ASSEMN PARCEL NUMBER 36-53-0-035 m2 BUILDING PERMIT OWNER W.R. HUNTER 3m NE rxi,, SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 49SR 14TCHWAY 7n sni 4^111J CONTRACTOR'S NAME HE CONTRACTOWS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNw'OWN Total Valuation $ Filing Fee $ 20.00 LENOEWS MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICSISE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGNEEWS MAILING ADDRESS Penalty $ BUILDING ADDRESS 4288 HIGHWAY 70 SOUTH PERMIT FEE $ OROVILLE, 95965 PLUMBING PERMIT Fling Fee 20,00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISIOWS NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome O Other SIGN SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other O _ Describe Work: SERVICE FOR SIGN (2) PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( "OR LESS ) 700A OR LESS 73. UT 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AOONS. ( A ACC. SLOS. ) SO 3.SC FT, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and_m license is in full force an effect. License No. ( A Classification —)D O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) SL. @ 1:50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23,00 Mobile Home Facilities 20,00 Misc. Wiring 48.00 SIGN CIRC 26.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O ermit is for $100.00 (valuation) or less. IK have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 69.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butto against all69. IlabllltlBS, judg ntS, COStS, and expenses which may in any way accrue against said Cou'ty in cons uence of the granting of.this permit. Dat Si tur of Applicant - O Owner _O Contractor O Agene I An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 00 IIAZ. O. FEES IMP F1000 COF PARCEL PD ND ssUF This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which f as have b n paid. By Date 9 PERMIT EXPIRES ON IS lDsrel Receipt No. WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I PERMIT NO. 2349-79B,P,E PERMIT EXPIRES "OWNER North State Equipment `CONTR. John S. Johnson, Oroville LOCATION (A.P. 36- S�_ 1- ) E/S Hwy 70, app.3/4 mi.S.of Ophir Rd.,Oro. ' R v } z i' r 1 Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E I Temp. Gas Serv. Called PG&E JOB FINALED (D , eoll (Sig ure) COUNTY OF-k3UTTE• — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Stucco Final PLUMBING Setback Firewall Soil Piping Service Forms Parapets list Floor – Main Bldg. Restroom Finish MM 2nd Floor _ Footings Windows 3rd Floor Gas Piping Stemwall 1 Siding To out Slab Roof Sheathing�� Water Piping– Piers Roofing Sewer Garage Fdn. Vents0;;--wwm"9' Fixtures Footings Garage Vents Water I-Itroor Stemwa I I Insulation Heaters Slab f Prov. for phsically Appliances Carport handica e. %Gas Con ormance of exor Piping & Test Footings e Temp. Gas Slab 164 Final Sanitation Patio FIKEPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Cd Reinf. Steel Final Fixtures go Bond Beam FIRE SPRINKLE Motors Framing ^kk – Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Faultopno Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under rour>-.►� Interior Lath VAnAHWIon rrnan Door Closer na n MOBILEHOME UTILITIES --------------- Servi c. estal `Nater Piping Sewer Gas Piping ildOB1��NSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity .Nater Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 2 - 7©s-�C (NOTE: An entry must be made on this form each time you visit the job site.) .M COUNTY OF BUTTE —• DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIle, California 95965 • 'Tel ephoite: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date 7''2-11-, gV Signature of PermO'6 or Agent Receipt No. �7,3To4 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR/IF*vPUBLIC WORKS By Dat7 B ' ding permit expires Date — Sid A BUILDING Of Owner , SQ. FT. OCC. BUILDING VALUATION ad—a Mailing Address Telephone No. Contractor Mailing Addr ss Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Ch g Fee&/orPenalty �-p Permit Fee — ,3 PLUMBING No.1 @ I FEE PERMIT FILING FEE J$3.00 ,d Each Trap 1.50 , Repair drainage or vent piping 1.50 A. P. No. (p 3 — 5 Zoning a n in Water piping 1.50 `moo Each gas water heater or vent 1.50 F Fire Dept. Fire Zone Use/e—it Gas piping system 1 - 5 outlets 1.50 Parking EQA plans Parcel D claration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Pla s Recd Parc royal Pla s proval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ S`sf$ � 1- ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3.0 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 • LA, Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ! DWELLING OCCUP. Y) 20sgft OR ADDNS. % ACC. BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: % �/ j� /, S #,1/ S. �J �f�"NS6 Al NEW CONSTR BRANCH CIR T NON.RESID ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS 8 NON-RESID. (SINGLE OUTLET CIR. EX. Occuo(OUTLETS OR FIXTIIRES BAL 0j Ex. Occup.( OUTLETSP(RESID.IREA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.3 5-0 y Jam% Classification Misc. Wiring 6.25 Z -S ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ y6 $ �F MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability rkmen's Compensation. have placed on file with the County of Butte a certificate of Forkmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 0 1 2.00 Permit Fee $ $ 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 Land Development Fee $ TOTAL PERMIT FEE $ �_ oS �' authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date 7''2-11-, gV Signature of PermO'6 or Agent Receipt No. �7,3To4 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR/IF*vPUBLIC WORKS By Dat7 B ' ding permit expires Date — Sid A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / O,0 / (�D/ ` zoNwc BUILDING PERMIT OWNER \ ✓Q �..{-� ��-(/ � S�-,f-x— LOQ TELEPHONE ��.-"'" �,,..—• SQ. FT. OCC. BUILDING VALUATION D ESS d I —& ��' I OWNER•SM /IS7!%!'A % /W/L, (oS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAKING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE S PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE / �► SF O Duplex O Mobilehome O Other S/G/v/ SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities OO O Installation Other O C � Describe Work: J ` `' / (�� PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 V O ) R LESS Main Service ( '()vLESS 200A OR 23.00 ' Main Service ( 200A TO IOGOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. OLDS. ) 3.50 FTgp,, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 100 B20 50 :00 Ex. Occu p• (FIXED APPUYS. OR OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23.00 Alr_/ WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ IIAZ. D. FEES IMP FLOOD CDF PAgCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON !Dere/ Receipt No. WHITE-D.D.S.-a.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD•APPLICANT - GEOTECHNICAL INVESTIGATION REPORT PROPOSE® TELECOMMUNICATIONS FACILITY prepared by: 0 4288 HIGHWAY 70 SOUT BUTTE COUNTY, CALIFORNI':.... N . %le, (:�r BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS M CONSTRUCTION. MATERIALS TESTING ,': �s � _ j,. tt�; t;' it it �' �: ,� +. �,. �,f I �; �' �', �; �` .. , �. j t° �, i l< :, I' - ,. !. t: �, �. ,: is �: i' ,:. �.. 1 t:' �� i;. I� �, I. t. ti ;:: �' ,' !'. BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONSTRUCTION MATERIALS TESTING ' July 7, 1998 BM1 Project No. 98S-289 ' Mr. Vance Shannon ' Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 Subject: Geotechnical Investigation ' Proposed Telecommunications Facility Hwy. 70 & Hwy. 162, Site No. SA -531-05 4288 Highway 70 South tButte County, California Dear Mr. Shannon: Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed ' telecommunications facility to be located at 4288 Highway 70 South in Butte County, California. Based on the results of our investigation, completely -to -highly -weathered volcanic conglomerate rock is present within the site area at depths as shallow as 2 feet below existing site grade. In our opinion, the presence of on-site rock will hinder some excavations, necessitating the use of a mat foundation to support the planned tower (i.e., a drilled pier foundation would not be applicable for this site). Further, we anticipate the presence of on-site rock may hinder other excavations required ' for foundation and below -grade utility construction which extend more than a few feet into these materials. ' Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. ' 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. ' Sincerely, ` Q�OV ESS/pN Brown & Mills, Inc. a V -\A H 8Ro No. 21 1 M ' d E -P. 1 o/ R. eith Bro E. s orfc Principal Tq� OF CN.�� ' cc: Client (4 bound copies 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 i �� ~ ' `� � u % '►• r• C � �. � � r7 � ;� lftir]'y'SU lam` i'� _ �� ' TABLE OF CONTENTS INTRODUCTION.............................................................1 GENERAL.............................................................1 PROPOSED CONSTRUCTION ............................................ 1 SCOPE OF SERVICES ................................................... 2 FIELD INVESTIGATION ....................................................... 2 SITE CONDITIONS...........................................................3 SURFACE.............................................................3 SUBSURFACE.........................................................3 CONCLUSIONS AND RECOMMENDATIONS .................................... 4 GENERAL.............................................................4 SHALLOWROCK......................................................4 SITEPREPARATION.................................................... 4 TEMPORARY EXCAVATIONS ........................................... 5 TRENCH BACKFILL .................................................... 6 ENGINEERED FILL.....................................................7 TOWER FOUNDATION - MAT ........................................... 7 EQUIPMENT CABINET FOUNDATIONS ....................... ......... .. 9 SITE ACCESS ROADWAY .............................................. 10 ADDITIONAL SERVICES.....................................................11 LINIITATTIONS..............................................................12 PLATES 1 THROUGH 5 t GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY HWY. 70 & HWY. 162, SITE NO. SA -531-05 4288 HIGHWAY 70 SOUTH BUTTE COUNTY, CALIFORNIA INTRODUCTION This report presents the results of our geotechnical investigation for a proposed telecommunications facility to be located at 4288 Highway 70 South in Butte County, California. The purpose of our investigation was to explore and evaluate the subsurface conditions at the site in order to develop recommendations related to the geotechnical aspects of project design and construction. The site location relative to existing roads and topographic features is shown on Plate 1. PROPOSED CONSTRUCTION We understand the proposed project will involve construction of a telecommunications facility on ' a rectangularly -shaped site. The planned facility will include the installation of a steel, 3 -legged lattice telecommunications tower, approximately 115 feet in height, and adjacent equipment cabinets. Appurtenant construction may include underground utilities and possibly a partially -improved site ' access roadway. Plans indicating final site grades were not available at the time this report was prepared; however, as existing site topography is relatively level, we anticipate little -to -no earthwork grading will be performed for this project. Excavations for underground utilities are not anticipated to exceed about 5 feet below existing or final site grades. A plot plan indicating the proposed project area is presented on Plate 2. July 7, 1998 BM Project No. 98S-289 SCOPE OF SERVICES The scope of our services was outlined in our proposal dated June 25, 1998, and included the following: ► Exploration of the subsurface conditions at the site using one boring excavated with a truck -mounted drill rig. ► Preparation of this report which includes: • A description of the proposed project; ' • A summary of our field exploration program; • A description of site surface and subsurface conditions encountered during our field ' investigation; and • Recommendations related to the geotechnical aspects of site preparation and engineered fill, temporary excavations and trench backfill, foundation design and construction, and a partially -improved site access roadway. FIELD INVESTIGATION ' Subsurface conditions at the site were explored on July 2, 1998, by drilling one boring (designated B-1) to essential refusal which occurred at a depth of about 10-1/2 feet below existing site grade. The boring was advanced using a Mobile B-53, truck -mounted drill rig equipped with a ' 4 -inch -diameter, solid -stem auger. The approximate location of the exploratory boring performed for this investigation is indicated on Plate 2. Our engineer maintained a log of the boring, visually classified the soils and rock encountered according to the Unified Soil Classification System (see Plate 3) or Rock Classification Legend (see Plate 4), respectively, and obtained relatively undisturbed samples of the subsurface materials. Soil and/or rock samples were obtained from the boring with a Standard Penetration Sampler driven 18 inches (unless otherwise noted) into undisturbed earth materials using a 140 -pound hammer falling 30 inches. After the boring was completed, it was backfilled with the drill cuttings. A log of the exploratory boring performed for this investigation is presented on Plate 5. 2 ■■n■M July 7, 1998 BNE Project No. 985-289 SITE CONDITIONS SURFACE The project site consists of a rectangularly -shaped area located at 4288 Highway 70 in Butte County, California. The site is bounded to the west and north by vacant grasslands, to the east by a metal - clad storage building, and to the south by a gravel -surfaced parking and access area. At the time of our field investigation, the site area was vacant of visible, past development and was vegetated with grasses. Existing topography within the immediate site area was relatively level. SUBSURFACE Near -surface earth materials encountered in the boring performed for this investigation consisted predominantly of dense silty sand/silty gravel to a depth of about 2 feet below existing site grade. Below these near -surface soils, completely -to -highly -weathered, friable -to -weak volcanic conglomerate rock was encountered to the maximum depth explored (approximately 10-1/2 feet below existing site grade). No free groundwater was encountered during our field investigation. However, groundwater conditions can vary depending on the season, precipitation, runoff conditions, irrigation and/or groundwater pumping practices (both on and off site), the level of nearby bodies of water, and possibly other factors. Therefore, groundwater conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. A more detailed description of the subsurface conditions encountered during our field investigation is provided on the attached log. K3 !1M ` Mm 1 July 7, 1998 ME Project No. 98S-289 1 CONCLUSIONS AND RECOMMENDATIONS 1 GENERAL 1 Based on the results of our investigation, completely -to -highly -weathered volcanic conglomerate rock is present within the site area at depths as shallow as 2 feet below existing site grade. In our opinion, the presence of on-site rock will hinder some excavations, necessitating the use of a mat 1 foundation to support the planned tower (i.e., a drilled pier foundation would not be applicable for this site). Further, we anticipate the presence of on-site rock may hinder other excavations required for foundation and below -grade utility construction which extend more than a few feet into these 1 materials. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following sections of this report. SHALLOW ROCK Shallow rock was encountered in the boring performed for this investigation at a depth of about 2 feet below existing site grade. Based on our experience in the site area, we anticipate trench (and 1 other shallow) excavations into these materials may be difficult with a conventional backhoe (such as a Case 580 or equivalent). Therefore, a large, track -mounted excavator (such as a Caterpillar 225 or equivalent), possibly equipped with ripper teeth and/or a hydraulic percussion hammer, may be 1 required to advance excavations within these materials. In addition to excavation difficulties, perched water may develop above on-site rock subsequent to 1 wet weather. The presence of perched groundwater could hinder trenching operations and may necessitate the use of a sump or other type of dewatering system for some trench and/or other 1 earthwork excavations. ' SITE PREPARATION Stripping Within the area of proposed construction, any existing vegetation, organic soil, or debris should be stripped and disposed of off-site or outside the construction limits. 1 1 4 1 'r" July 7, 1998 BNII Project No. 98S-289 Existing Utilities If abandoned, below -grade utility lines are encountered within the area of construction they should be removed and disposed of off-site. Existing, below -grade utility pipelines (if any) 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 all loose or disturbed material (including previously -placed backfill) prior to placing any fill or backfill. TEMPORARY EXCAVATIONS ' 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 responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. ' Construction Considerations ' Heavy construction equipment, building materials, excavated soil, and vehicular traffic should not be allowed within 5 feet of 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. ' During wet weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water entering the excavation(s) should be collected and M disposed of outside the construction limits. Excavation Conditions 1 Based on our experience in the site area and conditions encountered during our field exploration program, we anticipate trench (and other shallow) excavations should be possible with a conven- tional backhoe (such as a Case 580 or equivalent). However, it is possible some excavations may encounter less -weathered rock. If less -weathered rock is encountered, we anticipate trench excava- tions within these materials may require a large, track -mounted excavator (such as a Caterpillar 225 ' or equivalent), possibly equipped with ripper teeth and/or a hydraulic percussion hammer. 5 ' July 7, 1998 BMI Project No. 98S-289 TRENCH BACKFILL Materials ' Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil and/or soil -aggregate mixtures generally less than 1 inch in maximum dimension and free of organic or other deleterious debris; trench zone backfill (i.e., material placed ' between the pipe zone backfill and finished subgrade) may consist of on-site soil or processed rock', generally less than 3 inches in maximum and free of organic or other deleterious debris. If imported material is used for pipe or trench zone backfill, we recommend it consist of fine-grained sand. In general, use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material. 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. Placement and Compaction Trench backfill 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 of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 15572. Within pavement areas, trench backfill should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade'. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless specifically reviewed and approved by the project Geotechnical Engineer prior to construction. ' ' On-site rock may require special handling and or processing to reduce the size of the excavated material. ' 2 This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. ' s Within this report, finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation, compacted trench backfill, and/or engineered fill. 6 ■r� i i July 7, 1998 BMI Project No. 985-289 ENGINEERED FILL ' Materials ' As site topography within the area of planned improvements is relatively level, we anticipate little - to -no earthwork grading will be performed for this project. However, some fill may be required to backfill around foundations or for other purposes. If required, we recommend this material consist ' of on-site or imported' soil and/or soil -aggregate mixtures generally less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay would be acceptable for use as engineered fill. Placement and Compaction Soil and/or soil -aggregate mixtures 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. In pavement areas, engineered fill placed within 12 inches of finished subgrade should be compacted to at least 95 percent relative compaction. TOWER FOUNDATION - MAT General Due to the presence of on-site rock, we anticipate it would be difficult to construct a conventional drilled, cast -in-place concrete pier foundation to support the planned tower. Hence, provided below are geotechnical parameters for the design and construction of a mat foundation. In general, we recommend this proposed mat be constructed of reinforced concrete, a minimum of 5 feet wide, embedded at least 2 (but no more than about 5) feet below the lowest adjacent final subgrade', and founded on undisturbed on-site rock. 'All imported soil and/or soil -aggregate mixtures used for engineered fill should be sampled, tested and approved by the project Geotechnical Engineer prior to being transported to the site. ' Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. 7 July 7, 1998 BM Project No. 98S-289 Allowable Bearing Pressure An allowable bearing pressure of 4,000 pounds per square foot (psf) may be used for the design of a mat foundation with the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of thefounda1W (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein 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. For a mat foundation subject to overturning, the maximum edge pressure should not exceed the allowable bearing pressure. ' Estimated Settlement ' Based on anticipated foundation dimensions and loads, we estimate maximum settlement of the proposed mat foundation to be on the order of 1/2 -inch. Settlement of this foundation is expected to occur rapidly, and should be essentially complete shortly after initial application of the loads. ' Overturning Resistance Overturning tower forces may be resisted by the weight of the proposed concrete mat foundation (and any soil and/or processed on-site rock placed over this foundation) and edge bearing of the foundation on undisturbed on-site rock. If soil (and/or processed on-site rock) is to be placed over the proposed mat, the unit weight of this material may be taken as 110 pounds per cubic foot. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of the proposed concrete mat foundation and the underlying rock, and by passive earth pressure against the sides of the foundation. A coefficient of friction of ,�03 may be used between cast -in-place concrete foundations and the underlying rock; passive pressure available in undisturbed on-site soil, rock, and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighin 2� 75 pounds per cubic foot (pcf). To account for the possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the uppermost one foot of the embedded portion of the proposed tower mat foundation be neglected when evaluating passive resistance. Friction and passive pressure 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. Frictional and passive resistance may be used in combination, provided a suitable factor of safety is applied to these values during design. 8 �'w►■ July 7, 1998 BM Project No. 98S-289 Construction Considerations Prior to placing steel or concrete, the excavation for the proposed tower mat foundation should be cleaned of all debris, loose or disturbed soil or rock, and any water. EQUIPMENT CABINET FOUNDATIONS General Foundation support for planned equipment cabinets may be provided using a mat foundation (or foundations). All proposed mat foundations should be constructed of reinforced concrete, a minimum of 18 inches wide, embedded a minimum of 8 inches below the lowest adjacent final subgrade 6, and founded on undisturbed native soil and/or engineered fill. Allowable Bearing Pressure An allowable bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of proposed equipments mat foundations which possess the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein 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. For mat foundations subject to overturning forces, the maximum edge pressure should not exceed the allowable bearing pressure. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete mat foundations and the underlying soil, and by passive earth 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 undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pcf). To account for possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the 6 Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. C5 MM M 0 M July 7, 1998 BMI Project No. 98S-289 uppermost 1/2 -foot of the embedded portion of all shallow foundations be neglected when evaluating passive pressures. 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 Prior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. SITE ACCESS ROADWAY IGeneral We anticipate the proposed facility may be accessed using a new, partially -improved roadway. Further, we anticipate a conventional surfacing material (such as asphalt concrete) would not be considered applicable due to cost and possibly other considerations beyond the scope of this study. Therefore, provided below are our comments regarding surfacing these areas with gravel. Note: Comments and recommendations provided below are intended to assist the project Civil Engineer in the design of a partially -improved roadway to service the site subsequent to construction. In general, we anticipate such use will involve infrequent automobile traffic. Recommendations provided below are not.intended for the design of roadways to be utilize by cranes and other similar equipment during construction. If such use is anticipated, we recommend the project Civil Engineer prepare a design based on anticipated loads and other relevant conditions (which were not available at the time this report was prepared and completely beyond the scope of this study). Surface Drainage Areas to be surfaced with gravel, as well as adjoining areas, should be adequately graded to provide positive drainage such that surface water is not allowed to accumulate on or near areas intended to carry vehicular traffic. 10 M"M ■■M 0 M 1 July 7, 1998 BMI Project No. 98S-289 Subgrade Preparation Subgrade areas to be surfaced with gravel should be scarified to a depth of 8 inches below finished subgrade, uniformly moisture conditioned to between 1 and 3 percent above the optimum moisture ' content, and compacted to at least 95 percent relative compaction. Gravel Surfacing - Materials and Placement ' ToP rovide increased subgrade support, dust control, and a wearing surface, we anticipate gravel ' (such as Caltrans Class 2 aggregate baserock or other similar material) may be spread and compacted over the area of the possible (or planned) site access roadway. Should Caltrans Class 2 aggregate baserock (or other similar material) be used, we recommend it be at least 6 inches thick: Baserock tused as surfacing material should be compacted to at least 95 percent relative compaction. Depending on the frequency of use and vehicle loading, it may be desirable to underlay gravel ' surfacing material (such as Caltrans Class 2 aggregate baserock) with a geotextile stabilization fabric. The primary purpose of this fabric would be to reduce migration of subgrade soil into the baserock and redistribute concentrated loads, thereby extending the service life of this type of surfacing material. If a geotextile fabric is used, we recommend it consist of Mirafi 500X, Exxon GTF-200, or other equivalent fabric approved by the project Geotechnical Engineer. IADDITIONAL SERVICES ' We recommend Brown & Mills review final earthwork grading (if any) and/or foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities, including site preparation, ' placement of engineered fill and trench backfill, construction of roadway subgrades, and all foundation excavations (including those for the proposed tower foundation mat) should be monitored ' by a representative from Brown & Mills. Monitoring services are an essential component of our design services. Monitoring allows us 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. ' 11 1�1r1A� July 7, 1998 BMI Project No. 98S-289 LEMTATIONS This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were rendered. No warranty is either expressed or implied. Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described above (see section entitled "PROPOSED CONSTRUCTION"). It is possible subsurface conditions could vary beyond the point explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. ' The scope of services provided by Brown & Mills for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, ' services provided by Brown & Mills for this project did not include the investigation and/or evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate to evaluate soil corrosivity prior to ' development. ' This report may be used only by our client, and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time which may require additional studies. In the event a significant period of time elapses between the ' date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, additional studies and/or an updated or revised report may be required prior to completion of final design. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site -related factors, Brown & Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 12 off."' irm 0 M O PM nm •Wwaa / o NORTH NO SCALE LEGEND NOTE: The boring was located in the field by visual methods. Therefore, the location of the boring APPROXIMATE BORING shown on this plan should be considered highly LOCATION approximate. REFERENCE: Plan provided by client, no title or date. PLATE SITE PLAN PROPOSED TELECOMMUNICATIONS FACILITY �� ■ HWY 70 & HWY 162, SITE NO. SA -531-05 98S -las BUTTE COUNTY, CALIFORNIA 2. UNIFIED SOIL CLASSIFICATION SYSTEM NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL GLASSWICA I IONS LOG SYMBOLS AND DEFINITIONS .- STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) WATER LEVEL COL COLLAPSE POTENTIAL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on Iooggs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampledborings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. PLATE LOG LEGEND PROPOSED TELECOMMUNICATIONS FACILITY HWY 70 & HWY 162, SITE NO. SA -531-05 3 s8s-289 BUTTE COUNTY, CALIFORNIA MAJOR DIVISIONS COARSE- GRAINED SOILS GRAVELS MORE THAN 50% OF COARSE FRACTION GRAVELS (LITTLE OR NO FINES) GW Well -graded gravels, gravel -sand mixtures, little or no fines GP Poorly -graded gravels, gravel -sand mixtures, little or no fines GRAVELS GM Silty gravels, poorly -graded gravel -sand -sift mixtures RETAINED ON (APPRECIABLE GC Clayey gravels, poorly -graded gravel -sand -clay mixtures NO. 4 SIEVE FINES) MORE THAN AL �S GREATER THAN NO. 200 SIEVE SANDS MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE SANDS (LITTLE OR NO FINES) SW Well -graded sands, gravelly sands, little or no fines SP Poorly -graded sands, gravelly sands, little or no fines SANDS (APPRECIABLE FINES) SM Silty sands, poorly -graded sand -gravel -sift mixtures SC Clayey sands, poorly -graded sand -gravel -clay mixtures FINE- GRAINED SOILS SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 M L Inorganic sifts and very fine sands, silty or clayey fine sands, clayey sifts with slight plasticity CL Inorganic clays of low-to-medium plasticity, gravelly days, sandy clays, silty days, lean clays OL Organic sifts and clays of low plasticity MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH Inorganic sifts, micaceous or diatomaceous fine sands or sifts CH Inorganic clays of high plasticity, fat clays OH Organic sifts and clays of high plasticity HIGHLY ORGANIC SOILS PT I Peat, humus, swamp soils with high organic content NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL GLASSWICA I IONS LOG SYMBOLS AND DEFINITIONS .- STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) WATER LEVEL COL COLLAPSE POTENTIAL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D 4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on Iooggs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampledborings, may vary by as much as the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. PLATE LOG LEGEND PROPOSED TELECOMMUNICATIONS FACILITY HWY 70 & HWY 162, SITE NO. SA -531-05 3 s8s-289 BUTTE COUNTY, CALIFORNIA FRACTURING LOG TERM DEFINITION Very Widely >6 feet Widely 2 to 6 feet Moderately 8 to 24 inches Closely 2-1/2 to 8 inches Very Closely 3/4 to 2-1/2 inches ROCK CLASSIFICATION LEGEND PROPOSED TELECOMMUNICATIONS FACILITY `A 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 4' 98S-289 BUTTE COUNTY, CALIFORNIA • - ! ! ROCK QUALITY DESIGNATION! RQD (%) ROCK QUALITY 90-100 Excellent 75-90 Good 50-75 Fair 25-50 Poor 0-25 Very Poor ROCK CLASSIFICATION LEGEND PROPOSED TELECOMMUNICATIONS FACILITY `A 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 4' 98S-289 BUTTE COUNTY, CALIFORNIA • - ! ! WEATHERING LOG TERM DESCRIPTION / DEFINITION Fresh No visible sign of decomposition or discoloration. Rings under hammer impact. Slightly Weathered Slight discoloration inwards from open fractures; otherwise similar to fresh. Moderately Weathered Y Discoloration throughout. Strength less than fresh rock; specimens cannot Be broken by hand or scraped with knife. Highly Weathered 9 Y Specimens can be broken b hand with effort and shaved with knife. Texture becoming indistinct but fabric preserved. Completely Weathered P Y Minerals decomposed to soil but fabric and structure preserved. Specimens easily crumbled or penetrated. ROCK CLASSIFICATION LEGEND PROPOSED TELECOMMUNICATIONS FACILITY `A 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 4' 98S-289 BUTTE COUNTY, CALIFORNIA • - ! ! COMPETENCY APPROXIMATE RANGE OF CLASS LOG TERM DESCRIPTION / DEFINITION UNCONFINED COMPRES- SIVE STRENGTHS (tsf) Extremely Many blows with eologic hammer requiredgo break intact >2000 Strong g specimens. II Very Strong Hand-held specimens break with pick -end of hammer under 1000-2000 more than one blow. III Strong Hand-held specimens can be broken with single moderate 500-1000 blow with pick -end of hammer. IV ModeratelySpecimens can be scraped with knife; light blow with pick -end of 250-500 Strong g hammer causes indentations. V Weak moderate blow wth under ick end of 10-250 hammer. VI Friable Specimens crumble in hand. N/A ROCK CLASSIFICATION LEGEND PROPOSED TELECOMMUNICATIONS FACILITY `A 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 4' 98S-289 BUTTE COUNTY, CALIFORNIA • - ! ! EXPLORATION DATE LOGGED BY TOTAL DEPTH July 2, 1998 Greg Wilson 10-1/2 feet EXPLORATION EOUIPMENT BACKFILL MATERIAL Mobile B-53 equipped with a 4 -inch -diameter, solid -stem auger Drill cuttings BORING NO. B-1 LOG OF EXPLORATORY BORING PLATE PROPOSED TELECOMMUNICATIONS FACILITY `M 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 5 • - • 98s-289 BUTTE COUNTY, CALIFORNIA DESCRIPTIONFIELD :•• •- a SURFACE CONDITIONS ^ Z Lu 0:Grasses Q z Lu 5C Z FLu es- 2 O 2 f- w m J w 2 GROUNDWATER CONDITIONS _ I- a LU s ' 3 2 w o J m No free groundwater encountered g w o c w cc �- cc o m o a o uQi i uQi o m o jo cn g o� j� � o 0 '�Z �� w x wo w o N/A uwiwoo SM/ Silty SAND/Silty GRAVEL: Red -brown, dry -to - GM moist, dense, fine -to -coarse sand, fine -to -coarse gravel 1 71/11" VOLCANIC CONGLOMERATE: Mottled yellow- brown, brown and blue -gray, completely weathered, friable grades mottled yellow-brown, light olive, dark brown, and blue -gray 2 74 grades completely -to -highly weathered, friable -to - weak no sample recovery, sampler bouncing Boring terminated at a depth of approximately 10- 1/2 feet below existing site grade due to essential refusal. LOG OF EXPLORATORY BORING PLATE PROPOSED TELECOMMUNICATIONS FACILITY `M 0 M HWY 70 & HWY 162, SITE NO. SA -531-05 5 • - • 98s-289 BUTTE COUNTY, CALIFORNIA W3LAM Dedicated To Communications 96 LeBLANC COMMUNICATIONS INC. A MEMBER OF THE LeBLANC COMMUNICATIONS GROUP i 0 0 Pacific Bell Mobile Systems 105' LSR-75 Tower and Platform. SA - -05 311 i -�� le, a" In71—L n l"- LEGS DIAGONALS 3IRTS NAGONAL BOLTS .,IRT BOLTS SPLICE BOLTS 4NCHOR BOLTS Q r m D C) 0 0 = � 0 -Im0r O -w0 Ln 40D<O D (n-nMX (7D m N m NNnC6 Z 2 3/4"0 SOLID ROD m 2 1/2"0 SOLID ROD 12 1/4"0 SOLID ROD 2"0 SOLID ROD D 50 KSI O C n r -1N-(-u0 00rW L2 x 2 x 1/4 Z --I m D Z D - NONE REQUIRED - L3 x 3 X 1/4 (1)-5/8"O Ij O 0 N (n - NONE REQUIRED - (1)-5/8"0 r ;o oiE; K (O r D� Ln v 00 0 (4)-1 „0 "C) (4)-1 1/2" x 4'-6" LONG m A572 GR. 50 La8LANc COMMUNICATIONS IM r CmLw 110, SAE Sts l0 0 0 0 0 N fCD> z mr M DESIGN PROFILE 00 105 FT LSR-75 AND PLATFORM vmn0 r CALIFORNIA K K Z D O SCALE mm ^ coO N I N r. COLUMBUS. OHIO 43215 �IZNN_ D rn "ozM STRAIGHT 0 r- n V Z ,, .,_ i T' IZ JDATE: 8-I�X770 D -1.T OD 40D<O D (n-nMX (7D m N m NNnC6 Z O m X IN) D XCCVDI u>m(n O C n r -1N-(-u0 00rW Ii' Z Z --I m O c mpr>-A Z r. O D(o 00-101 z D rOrlK X Ij O 0 == Z D --f 0 0=mpg y r ;o oiE; K (O r D� v 00 0 .2 "C) _ mkzm A t7 m m WEMC La8LANc COMMUNICATIONS IM r CmLw 110, SAE Sts ;u D D fCD> z mr M DESIGN PROFILE 00 105 FT LSR-75 AND PLATFORM vmn0 r CALIFORNIA K K Z D O SCALE mm ^ N I N 0 COLUMBUS. OHIO 43215 N "ozM �n 0 v I JDATE: 8-I�X770 NN v \Dm - - X 00 '01 ^z m0 or* O m X IN) z;u:rrI D (o O O N ;0 ;urrI rOrlK X D ;0n 9 0z .2 "C) WEMC La8LANc COMMUNICATIONS IM r CmLw 110, SAE Sts RICNAROSOK TEIIAS 75080 DESIGN PROFILE 105 FT LSR-75 AND PLATFORM PAUL d Faso ANDCorrPANY SA -531-05, BUTTE COUNTY, CALIFORNIA STRUCTURAL EMOINEERf 250 E. BROAD STREET SUITE sw SCALE DRAWING N0. REV. COLUMBUS. OHIO 43215 PHONE NO. 614-221-6679 FAX NO. 614-221-0166 NTS I S-1 JDATE: 8-I�X770 0 PLAN 1. ALL CONCRETE SHALL HAVE A MINIMUM .COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI AT 28 DAYS. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (GRADE 60) EXCEPT PIER TIES MAY BE ASTM A615 (GRADE 40). 3. MINIMUM CONCRETE COVER OVER REBAR IS 3". 4. SEE PAGE S-3 FOR ANCHOR BOLT SIZE AND LENGTH. 5. TOTAL CONCRETE = 51 CUBIC YARDS 6. FOUNDATION DESIGN BASED UPON SOILS REPORT BY BMI, INC., PROJECT NO. 98S-289, DATED JULY 7, 1998. #6 ® 9 7/8" % EA WAY TOP & BOT 18* -6" COMBINED FOOTING 2839873 ANCHOR BOLT 1 1/2"0 x 4'-6" (4) ANCHOR BOLTS ON 17 1/2"0 BOLT CIRCLE EVERY 90' 5'-0 9/16" 1 5'-0 9/16" 10'-1 1/8" 00 I N FIELD NOTE: 1. BASE PLATE MUST BE SUPPORTED BY NON -SHRINK GROUT. 2. BASE PLATE MAY BE RAISED TO AVOID ANY INTERFERENCE BETWEEN TOWER DIAGONAL AND ANCHOR BOLT. 1 1/2"0 FLATWASHER Z X a v v (Omni O ANCHOR BOLT DOUBLE -NUT TOP - BASE PLATE WELDMENT o v O^ olI II a � a� 41. ^ Oa II ; Yr,z I I. z to II II =w LJ uNZL� I Z'0. w Z ,N V) II II ANCHOR BOLT TEMPLATE LOBLANC COMMUNICATIONS Im r aLm aw. an ms RICHAROSOK TEW 73080 ANCHOR BOLTS LAYOUT 105 FT LSR-75 AND PLATFORM PAUL FORD AND COMPANY fTRYCTURAI ENGINEERS SA -531-05, BUTTE COUNTY. CALIFORNIA 250 E. BROAD STREET SUITE 500 COLUMBUS. OHIO 43215 SCALE DRAWING N0. DATE: PHONE NO. 614-221-6679 FAX NO. 614-221-0166 NTSS-3 �'11 Imp I I�IJ]Y JREvo. J :1. j m =o c� H o LEG SHEAR = BASIC WIND SPEED: 90 MPH M in a RADIAL ICE: 0.5"o �zti (n o `D 0_ 0 0 TWIST AND SWAY DO NOT EXCEED � o m Satz°` o o_ N JW n D8 3z Utt o cx W^ Q D] �I C14 Q,' I I I Fmo� o 2 z I I I .roa. -cn I I � CV V] W o 3 Ih � Lo n M in (V d' V) W O ZtU M V, Fizz MSU' d' ANDREW BLOX HANGERS OR ] 000 � NS2 OR EOUIVALENT MOUNTED a a o Za O 0 EE OW�O ON STANDARD W/G LADDER. Vf FIZ 2(xV) I Md to V) tp l�a0 Q1� J Nd 1' O 0 O N m V) Q DESIGN SPECIFICATION: EIA -222-F =o c� H o LEG SHEAR = BASIC WIND SPEED: 90 MPH §o cn RADIAL ICE: 0.5"o �zti (n o 0_ ¢ TWIST AND SWAY DO NOT EXCEED � o 0.5' AT 50 MPH W/NO ICE Satz°` o o_ N JW LIJ J i Uzr D8 3z Utt o cx W^ Q D] K r - o C14 Q,' I n'ZUJ� �L- In Fmo� o 2 z �°r°waoa .roa. -cn 10'-1 1/8' / o LEG DOWNLOAD = KIPS LEG SHEAR = KIPS TOTAL 0. T. M. = FT -KIPS �zti (n D8 3z Fmo� o�z W o 3 W O ZtU Fizz ANDREW BLOX HANGERS OR ] OR EOUIVALENT MOUNTED a a o ON STANDARD W/G LADDER. o`" W Zz 1' O 3 �OW U= m _ UOU m 1 a m ANTENNA LOADS: (6) D8961OD90E ON PLATFORM ® TOP W/ (24) 7/8" COAX (2) 2' STD ® 100' W/ (2) 1/2" COAX -- MAX EXPOSED (12) TX LINES FOUNDATION REACTIONS LEG UPLIFT = KIPS LEG DOWNLOAD = KIPS LEG SHEAR = KIPS TOTAL 0. T. M. = FT -KIPS I 18'-6 9'-3 9'-3 h 5'-0 9Z16 5'-0 9/16 4'-2 7/16 10-1 1/8 4'-2 7 I6 PLAN VIEW MOTES6 1.) FOR ANCHOR BOLT LAYOUT SEE DWG. NO. 4780742-E3 2.) FOR REBAR UST AND TYPICAL FOUNDATION NOTES SEE DWG. NO. 4780742-E4 3.) TOTAL CONCRETE REQUIRED FOR (1) FOUNDATION: 51 CUBIC YARDS 4). FOUNDATION DESIGN BASED UPON SOILS REPORT BY: BMI, INC., /98S-289, DATED 7-7-98 GRADE (23) /6 REBAR X 18'-0' ALLY SPACED AS SHOMN (TOP h BOTTOM) (92) TOTAL REO'D. COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS INC. M-06-981 71X DATE I DRAWN BY O 9 7/8' - 18'-0' ia,-A. ���Nr L,BIANC COMMUNICATIONS INC. If✓aAR ENGINEERING -STRUCTURES DN. RICHARDSON. TEXAS 4780742 TOWER FOUNDATION PACIFIC BELL MOBILE SYSTEMS 105' LSR-75 + PLATFORM SA -531-05, CA SCALE I DRAWING NO. ISSUE NTS 4780742-E2 0 b. rn I ,a / \ 10 I m n I c, / \ N Y 1 io 5'-0 9Z16 5'-0 9/16 4'-2 7/16 10-1 1/8 4'-2 7 I6 PLAN VIEW MOTES6 1.) FOR ANCHOR BOLT LAYOUT SEE DWG. NO. 4780742-E3 2.) FOR REBAR UST AND TYPICAL FOUNDATION NOTES SEE DWG. NO. 4780742-E4 3.) TOTAL CONCRETE REQUIRED FOR (1) FOUNDATION: 51 CUBIC YARDS 4). FOUNDATION DESIGN BASED UPON SOILS REPORT BY: BMI, INC., /98S-289, DATED 7-7-98 GRADE (23) /6 REBAR X 18'-0' ALLY SPACED AS SHOMN (TOP h BOTTOM) (92) TOTAL REO'D. COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS INC. M-06-981 71X DATE I DRAWN BY O 9 7/8' - 18'-0' ia,-A. ���Nr L,BIANC COMMUNICATIONS INC. If✓aAR ENGINEERING -STRUCTURES DN. RICHARDSON. TEXAS 4780742 TOWER FOUNDATION PACIFIC BELL MOBILE SYSTEMS 105' LSR-75 + PLATFORM SA -531-05, CA SCALE I DRAWING NO. ISSUE NTS 4780742-E2 0 PIAN VIEW FIELD NOTE• • BASE PLATE MUST BE SUPPORTED BY NON -SHRINK GROUT. • BASE PLATE MAY BE RAISED TO AVOID ANY INTERFERENCE BETWEEN TOWER DIAGONAL ANGLE AND ANCHOR BOLT. ANCHOR BOLT 1 1/2•f X 4'-6- PART #A99440 -4A 1 1/2.1 FLATWASHER —T u' _3�JIII a o 1 1 1/2.0 NUT BASE PLATE WELOMENT PART /LSR75-EIPO e USE LSR75—AB4 FOR TOP TEMPLATE. (DISCARD AFTER USE) ANCHOR BOLT TEMPLATE PART /LSR75-AB4M TYPICAL ANCHOR BOLT DETAIL COPYRIGHT: DUPLICATION. RECORDING. USE AND Le8LANC COMMUNIGITIONS INC. • DISCLOSURE IS PROH181TED WITHOUT WRITTEN 1201 �ENGINEERWG—STRUCTURES ON. CONSENT OF LeBLANC COMMUNICATIONS INC. RC ARDSON, TEXAS 4780742 ANCHOR BOLT LAYOUT PACIFIC BELL MOBILE SYSTEMS 105' LSR-75 + PLATFORM SA -531-05, CA . 0 8-7-98 TLK 21 'SCALE DRAWING NO. ISSUE REV. aTE DRAWN eY CHX' APP'NTS 4780742-E3 0 GPNERAL FOUNDATION CONSTRUCT614 NOTES 1), CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. 2,) REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARD 318. 3. MINIMUM CONCRETE COVER OVER REBAR ;IS 3'. 4, POUR CONCRETE PAD ON UNDISTURBED SOIL. 5, BACKFILL SHALL BE SELECTED MATERIAL, WELL COMPACTED IN LAYERS NOT EXCEEDING 12'. 6,) BACKFILL SHALL BE PLACED SO AS TO PREVENT THE ACCUMULATION OF WATER AROUND THE FOUNDATION. 7.) EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY LaBLANC COMMUNICATIONS INC. ALL OTHER MATERIAL TO BE SUPPLIED BY FOUNDATION CONTRACTOR. 8. REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615-85. 9.; ALL REBAR TO BE GRADE 60 (UNLESS NOTED). 10.) ALL REBAR (HORIZONTAL do VERTICAL) SHALL BE SECURELY WIRE TIED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. 11.) COLD CONSTRUCTION JOINTS TO BE THOROUGHLY CLEANED k WETTED PRIOR TO SECOND POUR. „COUNDATION AND ANCHOR TOLERANCES ALL TOWERS 1. CONCRETE DIMENSIONS: PLUS OR MINUS 1' (25mm). 2. DEPTH OF FOUNDATION: PLUS 3* (76mm) OR MINUS 0'. 3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE. 4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS1 2" INCLUDING CONCRETE COVER. 5. PROJECTIONS OF EMBEOMENTS: PLUS OR MINUS 1Y' (6mm). 6. VERTICAL EMBEOMENTS OUT OF PLUMB: 1.0 DEGREE. SFI F -SUPPORTING TOWERS 7.) FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR SOLT CIRCLES: PLUS OR MINUS 1/16' (2mm) PER 5 FT. (1.5m) OF FACE SPREAD: e.) MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE OF FOUNDATION: 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2` 51m),. 9.) MAXIMUM DIFFERENCE BETWEEN ANY .TWO FOUNDATION ELEVATIONS: 1�m 2` (12mm). 10. ANCHOR BOLT SPACING: PLUS OR MINUS 1/16" (2mm). 11. ANCHOR BOLT CIRCLE ORIENTATION: PLUS OR MINUS 0.5 DEGREE. 12. ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/16' (2mm). GLTYFD TOWERS 13.) GUY RADIUS: PLUS OR MINUS 3 PERCENT OF TOWER HEIGHT. 14. ANCHOR ELEVATION: 3 PERCENT OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORS VARY BY MORE THAN 3 PERCENT, ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUY FORCE RESULTANT, CALL LeBLANC ENGINEERING FOR ASSISTANCE IF REQUIRED. 15. ANCHOR ALIGNMENT (PERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1.0 DEGREE. 16. ANCHOR ROD SLOPE: PLUS OR MINUS 1.0 DEGREE. 17. ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT PLUS OR MINUS 0.25 DEGREE. 18. GUY INITIAL TENSION: PLUS OR MINUS 10 PERCENT OF VALUE SPECIFIED ON TOWER ASSEMBLY DRAWING. 19.) GUY ANCHOR HEAD SIDES VERTICAL PLUS OR MINUS 1 DEGREE. 'BAR LIST FOR REINFORCING STEEL OTY. BAA I TOTAL LENGTH I TOTAL I f,, BENOM DIAGRAM REO'D. SIZE OF w WEI" DIM. w COPYRIGHT: DUPLICATION. RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF La BLANC COMMUNICATIONS INC. -7-98 TLK DATE I DRAWN BY loLAWLc8LANC COMMUNICATIONS INC. ENGINEERING -STRUCTURES DIV. RICK-ADSON, TEXAS 4780742 REBAR LIST/FOUNDATION NOTES PACIFIC BELL MOBILE SYSTEMS 105' LSR-75 + PLATFORM SA -531-05. CA SCALE DRAWING N0. ISSUE NTS 4780742-E4 0 ......:.mmnammma.....aa...a.a..........aa.sa:..ss....sasa..a.a.a...a.:aa..a:r. . jT - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultant' Inc. Processed under license at: �LANCma ROYLE TELCOM INC. - Sioux City, Iowa. on: .6 aug 1998 ats 10:33:37 masa...............amm........s.aaa......m.......uu....uu......... C BELL;105'LSR75; 90+1/2 - GEOMETRY ( ft ) V ..■............ PANEL ,NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPICAL E, LEGS BOTTOM TOP BOTTOM TOP PANEL HEIGHT 'x 3 100.00 105.00 6.25' 6.25 5.00 x 3 95.00 100.00 6.25 6.25 5.00 x 3 90.00 95.00 6.25 6.25 5.00 x 3 85.00 90.00 6.25 6.25 5.00 'x 3 89.00 85.00 6.25 6.25 5.00 x 3 75.00 60.00 6.25 6.25 5.00 x 3 70.00 75.00 6.25 6.25 5.00 x 3 65.00 70.00 6.25 6.25 5.00 ' x - 60.0D 65.00 6.25 6.25 5.00 X'- 3 55.00- 60.00 6.25 6.25 5.00 X, 3 50.00 55.00 6.25_ 6.25. 5.00" X . 3, 45.00' 50.00 6.25 6.25 5.00: T 3. d0.00- 45.00 6.25 6.25' 5.00, ,x_ 3- 35.00' 40.00 6.73 6.25• 5.00^ x 3 30.00 35.00 7.21 6.73 5.00 'x 3 25.00 30.00 7.69' 7.21 5.00 x 3 20.00 25.00 8.17 7.69 5.00 x 3 15.00 20.00 8.65 8.17 5.00 x 3 10.00 15.00 9.14 8.65 5.00 X 3 5.00 10.00 9.62 9.14 5.00 x 3 .00 5.00 10.10 9.62 5.00• PROPERTIES F .. ■ass's.'... MEMBER BOTTOM TOP R-SECTN RADrUS ELASTIC THERMAL TYPE ELEV ELEV AREA OF GYRAT MODULUS ExPANSN ' ft ft in.'Q in ksi /C deg LE 80.00 105.00 3.142 .000 29000. .0000000 ' LE 60.0080.00 3.976 .000 29000. .0000000 LE 40.00 60.00 4.909 .000 29000. .0000000 LE .00 40.00 5.940 .000 29000. .0000000 DI .00 105.00 .937 .000 29000. .0000000 am.a...aa.a........a.a......a.as..a.....aa...................................... �ADING CONDITION A........a...........................................o..a Loading 11 Wind from 0 MAST LOADING k i LOADING ............... ATTACHMENT 1.....ANTENNA....... 1Z ELEV AZI RAD LOAD' ELEV' APPLY'..LOAD:.A?`" LOAD ..:...FORCES:..... ft ....... NOMEITfS...... 100.0.0 ft RADIUS ft AZI AZI HORIZ kip DOWN kip VERTICAL ft -kip TORSNAL ft -kip C 110.0 .00 .0 .0 .85 .30 4.24 .00 110.0 .00 .0 .0 1.70 2.00 8.47 .00 D 105.0 .00 .0 .0 .11 .09 .01 .00 D 1100.0 100.0 .00 .00 .0 .0 .0 .0 .11 .12 .09 .12 .01 .01 .00 .00 95.0 .00 .0 .0 12 .12 .01 .00 D 95.0 .00 .0. .0 .11 .09 .01 .00 90.0 90.0 .00 .00 .0 .0 .0 .0 .11 .12 .09 .12 .01 .01 .00 .00 85.0 .00 .0 .0 .12 .12 .01 .00 D 85.0 .00 .0 .0 .11 .09 .01 .00 80.0 .00 .0 .0 .11 .09 .O1 .00 ' 80.0 .00 .0 .0 .11 .13 .01 .00 D 75.0 .00 .0 .0 .11 .13 .01 .00 D ' 75.0 70.0 .00 .00 .0 .0 .0 .0 .10 .10 .10 .10 .01 .01 .00 .00 70.0 .00 .0 .0 .11 .13 .01 .00 D 65.0 .00 .0 .0 .11 .13 .01 .00 65.0 60.0 .00 .00 .0 .0 .0 .0 .10 .10 .10 .10 .01 .01 .00 .00 60.0 .00 .0 .0 .11 .14 .01 .00 D 55.0 .00 .0 .0 .11 .14 .01 .00 55.0 .00 .0 .0 .09 .11" .01 .00 ' 50.0 .00 .0 .0 .09 .11 .01 .00 D' 50.0 .00 .0 .0 '.10 .14 .01 .00 D 45.0 45.0 .00 .00 .0 .0 .0 .0 .10 .09- .14• .11 .01 .01 .00 .00 40.0` .00 .0= .0 .09' .11:. .01: .00 D 40.0 .00 .0 .0 .10 .16 .01 .00 35.0.00 35.0 .00 .0 .0 .0 .0 .10 .09 .16 .12 .01 .01 .00 .00 30.0 .00 .0 .0 .09 .12 .01 .00 D 30.0 .00 .0 .0 .10 .17 .01 .00 25.0 .00 .0 .0 .10 .17 .01 .00 25.0 .00 .0 .0 .09 .12 .01 .00 20.0 .00 .0 .0 .09 .12 .01 .00 D 20.0 15.0 .00 .00 .0 .0 .0 .0 .11 .11 .20 .20 .01 .01 .00 .00 ' 15.0 .00 .0 .0 .10 .13 .01 .00 D 10.0 .00 .0 .0 .10 .13 .01 .00 10.0 5.0 .00 .00 .0 .0 .0 .0 .11 .11 .21 .21 .01 .01 .00 .00 5.0 .00 .0 .0 .10 .13 .02 .00 D .0 .00 .0 .0 .10 .13 .02 .00 LOADING ............... irPRESS PRINTING aa............ ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .15.00 .03 .00 -.04 -.05 .03 -.03 ...FOR THIS LOADING.. ......... b=3341MS.......... ATTACHMENT 1.....ANTENNA....... 1Z ELEV AZI RAD AZI ft ft 100.0.0 4.0 .0 100.0 120.0 4.0 120.0 irPRESS PRINTING aa............ ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .15.00 .03 .00 -.04 -.05 .03 -.03 ...FOR THIS LOADING.. ......... b=3341MS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOQNDN INPUT FORCES LOADS. FORCES LOADS ' no yes yes yea no no no no ' tA,D,IM, CONDITION •H.............................................. s......................................................... ....■ ................■......... �adinq 17 Wind from 30 ST LOADING ' AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ...... MOMENTS ...... E RADIOS AZI AZI HORIZ DOWN VERTICAL' TORSNAL ft ft kip kip ft -kip ft -kip 110.0 .00 .0 30.0 .85 .30 4.26 .00 ' 110.0 .00 .0 30.0 1.69 2.00 8.47 .00 105.0 � 100.0 .00 .00 .0 .0 30.0 30.0 .11 .11 .09 .09 .01 .01 .00 .00 ' 100.0 .00- .0 30.0 .12 .12 .01 .00 D 95.0 .00 .0 30.0 .12 .12 .01 .00 95-.0 90.0 .QO, .00' .0 .0 30.0 30.0' .11 ..111 .09 .09. .01. .01 .00• .00. 90.0 .00' .0 30.0 .12 .12 .01 .00' D 85.0 .00' .0 30.0 .12 .12, .01 .00 85.0 .00 .0 30.0 .11 .09- .01. .00 , 80.0. .00= .0: 30.0• .11 .09.: .O1'. .00:. D 80`.0. .00 .0 30.0 .12 .13 .01 .00' D 75.0 75.0'. .00 .00 .0 .0 30.0 30.0 .12 .10 .13 .10 .01 .01 .00 .00 70.0 .00 .0 30.0 .10 .10 .01 .00 D 70.0 .00 .0 30.0 .11 .13 .01 .00 65.0 65.0 .00 .00 .030.0 .0 30.0 .11 .10 .13 .10 .01 .01 .00 .00 60.0 .00 .0 30.0 .10 .10 .01 .00 D 60.0 .00 .0 30.0 .11 .14 .01 .00 55.0 .00 .0 30.0 .11 .14 .01 .00 ' 55.0 .00 .0 30.0 .10 .11 .01 .00 D 50.0 .00 .0 30.0 .10 .11 .01 .00 D 50.0 45.0 .00 .00.0 .0 30.0 30.0 .10 .10, .14 .14 .01 .01 .00 .00 45.0 .00 .0 30.0 .09 .11 .01 .00 D 40.0 .00 .0 30.0 .09 .11 .01 .00 40.0 35.0 .00 .00 .0 .0 30.0 30.0' .10 .10 .16 .16 .01 .01 .00 .00 35.0, .00 .0 30.0 .09 .12 .01 .00 D 30.0 .00 .0 30.0 .09 .12 .01 .00 30.0 - .00 .0 30.0 .10 .17 .01 .00 25.0 .00 .0 30.0 .10 .17 .01 .00 ' 25.0 .00, .0 30.0 .09 .12 .01 .00 D 20.0 20.0 .00 .00 .0 .0 30.0 30.0 .09 .11 .12 .20 .01 .01 .00 .00 ' 15.0 .00 .0 30.0 .11 .20 .01, .00 D 15.0 .00 .0 30.0 .10 .13 .01 .00 10.0 10.0 .00 .00 .0 .0 30.0 30.0 .10 .12' .13 .21 .01 .01 .00 -.01 5.0 .00 .0 30.0 .12 .21' .01 -.01 D 5.0 00- .0 30.0 .10 .13 .02 -.01 s e I .0 .00 .0 30.0 .10 .13 .02 -.O1 ANTEPM& LOADING r............. .......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip STD 100.0 .0 6.0 .0 .16 .00 .03 -.01 100.0 120.0 PRESS PRINTING 4.0 120.0 .00 -.04 .03 ' -.03 ................. ' ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL bU MHER FOUNDN INPUT FORCES LOADS FORCES LOADS no yea yea yes no no n0 n0 ...a.....a...a.aaaaa...a.a..aua.a.aaa..a ..........................aa.......`. ADI -NG CONDITION C a...a..........aa.a ........................a............. Eoadinq 17 Wind from 60 MAST`LOADING', .. - ... .......... ELEV APPLY:.LOAD.•.AT-' LOAD, ......FORCES...... o ......DSOMENTB...... TYPE RADIUS' AZI AZI HORIZ' DOWN VERTICAL ' TORSNAL, ft 110.0 ft .00 .0 60.0 kip .85 kip .30 ft -kip 6.26 ft -kip .00 C 110.0 .00 .0 60.0 1.69 2.00 8.67 .00 105.0 .00 .0 60.0 .12 .09 .01 -.01 D 100.0 .00 .0 60.0 .12 .09 .01 -.01 100.0 95.0 .00 .00 .0 .0 60.0 60.0 .13 .13 .12 .12 .01 .01 -.01 -.01 95.0 .00 .0 60.0 .11 .09 .01 -.01 D 90.0 .00 .0 60.0 .11 .09 .01 -.01 90.0 85.0 .00 .00 .0 .0 60.0 60.0 .13 .13 .12 .12 .01 01 -.01 -.01 85.0 .00 .0 60.0 .11 .09 .01 -.01 D 80.0 .00 .0 60.0 .11 .09 .01 -.01 80.0 .00 .0 60.0 .12 .13 .01 .00 75.0 .00 .0 60.0 .12 .13 .01 .00 D 75.0 :00 .0 60.0 .11 .10 .01 .00 D 70.0 70.0 .00 .00 .0 .0 60.0 60.0 .11 .12 .10 .13 .01 .01 .00 .00 65.0 .00 .0 60.0 .12 .13 .01 .00 D 65.0 .00 .0 60.0 .10 .10 .01 .00 60.0 60.0 .00 .00 .0 .0 60.0 60.0 .10 .11 .10 .14 .01 .01 .00 .00 55.0 .00 .0 60.0 .11 .14 .01 .00 D 55.0 .00 .0 60.0 .10 .11 .01 .00 50.0 .00 .0 60.0 .10 .11 .01 .00 50.0 .00 .0 60.0 .11 .14 .01 .00 ' D 65.0 .00 .0 60.0 .11 .14 .01 .00 D 45.0 .00 .0 60.0 .09 .11 .01 .00 s 40.0 .00 .0 60.0 .09 .11 .01 .00 40.0' .00 .0 60.0 .10, .16 .01 .00 D .35'.0'- .00, ....0'• 60'.0" .10. .16• 01. .00s: -' - 35.0 .00 .0 60.0 .09' .12 .01 .00 30.0 .00 .0 60.0 .09 .12 .01 .00 30.0 .00 .0 60.0 .11' .17 .01 -.01 D 25.0 .00 .0 60.0 .li .17 .01 -.01 25.0 .00 .0 60.0 .10 .12 .01 -.01 20.0 .00 .0 60.0 .10 .12 .01 -.01 D 20.0 .00 .0 60.0 .12 .20 .01 -.01 15.0 .00 .060.0 .12 .20 .01 -.01 15.0 .00 .0 60.0 .10 .13 .01 -.01 10.0 .00 .0 60.0 .10 .13 .01 -.01 D 10.0 .00 .0 60.0 .12 .21 .01 -.01 5.0 .00 .0 60.0 .12 .21 .01 -.01 5.0 .00 .0 60.0 .11 .13 .02 -.01 .0 .00, .0 60.0 .11 .13 .02 -.01 FTENKA .LOAD... .. .....ANTENNA....... ATTACHMENT ...........ANT1220M FORCES.......... E ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip TO 100.0 .0 4.0 .0 .17 .03 .03 -.02 TD 100.0 120.0 4.0 120.0 .17 -.03 .03 .02 SUPPRESS PRINTING, ................. . .. ...PORs.THIB"LOADING— ..... ......MAXZlblOMS........... LOADS. 'DISPL: MEMBER. FODNDN, ALL. DISPL, MEMBER., FOUNDN ' 1'NPOT' FORCES. LOADS, FORCES LOADSy ' a0 yea yea yea no no no no ............................................u--....--..---.----.....-----...... I[,-nMCONDITION D --------------------- ........ .......................... . Loading 1; Wind from 90 e 1 ` IFT LOADING LOAD ELEV APPLY.. LOAD.. AT LOAD .. .FORCES...... ......MOMENTS...... ft IrE RADIUS ft AZI AZI HORIZ kip DOWN kip VERTICAL ft -kip TORSNAL ft -kip C 110.0 110.0 .00 .00 .0 .0 90.0 90.0 .85 1.70 .30 2.00 4.24 8.47 .00 .00 D 105.0 .00 .0 90.0 .11 .09 .01 -.01 100.0 100.0 .00 .00 .0 .0 90.0 90.0 .11 .12 .09 .12 .01 .01 -.01 -.01 95.0 .00 .0 90.0 .12 .12 .01 -.01 D 95.0 .00 .0 90.0 .11' .09 .01 -.01 90.0 90.0 .00 .00 .0 .0 90.0 90.0 .11 .12 .09 .12 01 .01 -.01 -.01 85.0 .00 .0 90.0 .12 .12 .01, -.01 D 85.0 .00 .0 90.0 .10 .09 .01 -.01 ' 80.0 .00 .0 90.0 .13 80.0 .00 .0 90.0 D'= 75.0`- .00� .0- 90':0' -.01 75.0 .00 .0 90.0 .11 70.0 .00 .0 90.0 .13 70.0 .00 .0 90.0 D 65.0 .00 .0 90.0 .00 65.0 .00 .0 90.0 ' 60.0 .00 .0 90.0 D 60.0 .00 .0 90.0 D 55.0 .00 .0 90.0 .00 .10 55.0 .00 .0 90..0 .11 .01 50.0 .00 .0 90.0 D 50.0 .00 .0 90.0 .10 .16 45.0 .00 .0 90.0 .01 -.01 45.0 .00 .0 90.0 .10 .17 40.0 .00 .0 90.0 D 40.0 .00 .0 90.0 -.01 35.0 .00 .0 90.0 ' 35.0 .00 .0 90.0 D 30.0 .00 .0 90.0 D 30.0 .00 .0 90.0 125.0 .00 .0 90.0 .11 25.0 .00 .0 90.0 D 20.0 .00 .0 90.0 .02 -.01 20.0 00 .090.0 15.0 .00 .0 90.0 15.0 .00 .0 90.0 D 10.0 .00 .0 90.0 10.0 .00 .0 901.0' 5.0 .W .0 90.0 D. 5.0 .00 .0 90.0. D .0 .00 .0 90.0 ' LIMM, ............... LOADIM, . ANTENNA. ...... 7►TTECBMENT ELEV AZI HAD AZI ,ft ft loo.o a.o 10.0 . 4.ITDD 110.0120.0 PRESS PRINTING .............. .10 .09 .01 -.01 .11 .13 .01 0.01 11 13' .01 -.01 .10 .10 .01 -.01 .10 .10 .01 -.01 .11 .13 .01 -.01 .11 .13 .01 -.01 .10 .10 .01 .00 .10 .10 .01 .00 .11 .14 .01 .00 .11 .14 .01 .00 .09 .11 .01 .00 .09 .11 .01 .00 .10 .14 .01 .00 .10 .14 .01 .00 .09 .11 .01 .00 .09 .11 .01 .00 .10 .16 .01 .00 .10 .16 .01 .00 .09 .12 .01 -.01 .09 .12 .01 -.01 .10 .17 .01 -.01 .10 .17 .01 -.01 .09 .12 .01 -.01 .09 .12 .01 -.01 .11 .20 .01 -.01 .11 .20 .01 -.01 .10 .13 .01 -.01 .10 .13 .01 -.01 .11 .21 .01 -.01 .11 .21 .01 -.01 .10 .13 .02 -.01 .10 .13 .02 -.01 ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION hip kip kip. ft -kip .00 .04 .03 .03 .16 .00 .03 .01 '...FOR THIS LOAD127G.. .........bIA7LZD1UM9.......... LOADS DISPL NEMER FOUNDN . ALL DISPL DEER FOUNDN INPUT FORCES LOADS FORCES LOADS ' no yen yea yen no no no no Xaa..........a...a..s............................................. LOADING CONDITION E ........................................................ �ading 11 Wind from 120 LAD• ELEV APPLY..LOAD..AT LOAD ......FORCES...... .......MOMENTS...... RADI08 AZI AZI 80RIZ DOWN VERTICAL TORSNAL . ft. ft' kip.. kip-, ' ft -kip:. ft-kiP,.. ' 110.0 .00 .0 120.0 .85 .30 6.26 .00' C 110.0 •.00 .0 120.0 1.69 2.00 8.47 .00 105.0 .00 .0 120.0 .11 .09 .01 -.01 100.0 .00 .0 120.0 .11 .09 .01 -.01 D 100.0 .00 .0 120.0 .12 .12 .01 -.01 V95.0 95.0 .00 .00 .0 .0' 120.0 120.0 .12 .11 .12 .09 .01 .01 -.01 -.01 90.0 .00 .0 120.0 .11 .09 .01 -.01 D 90.0 .00 .0 120.0 .11 .12 .01 -.01 85.0 .00 .0 120.0 .11 .12 .01 -.01 85.0 .00 .0 120.0 .10 .09 .01 -.01 D 80.0 .00 .0 120.0 .10 .09 .01 -.01 D 80.0 75.0 .00 .00 .0 .0120.0 120.0 .11 .11 .13 .13 .01 .01 .00 .00 75.0 .00 .0 120.0 .10 .10 .01 .00 D 70.0 .00 .0 120.0 .10 .10 .01 .00 70.0 65.0 .00 .00 0 .D 120.0 120.0 .11 .11 .13 .13 .01 .01 .00 .00 65.0 .00 .0 120.0 -10 .10 .01 .00 D 60.0 .00 .0 120.0 .10 .10 .61 .00 60.0 55.0 .DO .00 .�0 .0 120.0 120.0 .10 .10 .16 .14 .01 .01 .00 .00 55.0 .00 .0 120.0 .09 .11 .01 .00 , D 50.0 50.0 .00 .00 .0 .0 120.0 120.0 .09 .10 .11 .16 .01 .01 .00 .00' 65.0.00 .0 120.0 .10 .14.. .01, .00. D 45.0. -.00 .0' 120..0. .09• .11 .01 .00- . "0.0 60.0 .00 .00. .0 .0 120.0 120.0 .09 .10 .11. .16 .01. .01 .00 .00 35.0- .00" .0, 120.0 .10 .16•- .01: .00: D 35.0' .00 .0 120.0 .09 .12 .01 .00 30.0 30.0. .00 .00• -0 .0 120.0 120.0 .09 .10 .12. .17 .01 .01 .00 -.01 25.0 .00 .0 120.0 .10 .17 .01 -.01 D 25.0 .00 .0 120.0 .09 .12 .01 -.01 , 20.0 .00 .0 120.0 .09 .12 .01 -.O1 20.0 .00 .0 120.0 .10 .20 .01' -.01 D 15.0 .00 .0 120.0 .10 .20 Al -.01 D 15.0 10.0 .00 .00 .0 .0 120.0 120.0 .09 .09 .13 .13 .01 .01 -.01. -.01 10.0 .00 .0 120.0 .11 .21 .01 -.01 D 5.0 .00 .0 120.0 .11 .21 .01 -.01 5.0 .0 .00 .00 .0 .0 120.0 120.0 .10 10 .13 .13 .02 .02 -.01 ° -.01 ANTENNA LOADING , �a...........■. .......ANTENNA....... -ATTACHMENT ...........ANTENNA FORCES.......... . ,TYPE ELEV AZI HAD AZI AXIAL SHEAR GRAVITY TORSION ° ft ft kip kip kip ft -kip STD 100.0 .0 4.0 .0 -.06 .05 .03 .03 100.0 120.0 CPRESSPRINTING ' 6.0 120.0 .15 .00 .03 .00 ................. ' ...FOR THIS LOADING..- ......... MAXIMUM .......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN c II:POT FORCES LOADS FORCES. LOADS , 1 no yes.. yea:- yen- I no no, no. no-- .................. = ............................................................. o ....■.............................................■........................... LADING CONDITION F . ..................................................a.... Loading 1; Wind from 150 DSAST LOADING LAD •ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI 80RIZ.. DOWN VERTICAL TORSNAL 1 ft ft kip kip ft -kip ft -kip C 110.0 .00 .0 150.0 .85 .30 4.24 .00 110.0 105.0 .00 .00 .0 .0 150.0 150.0 1.69 .11 2.00 .09- 8.47 .01 .00 .00 D 100.0 .00 .0 150.0 .11 .09 .01 .00 100.0 95.0 .00 .00 .0 .0 150.0 150.0 .12 .12 .12 .12 .01 .01 .00 .00 95.0 .00 .0 150.0 .11 .09 .01 .00 D 90.0 .00 .0 150.0 .I1 .09 .01 .00 90.0 .00' .0 150.0 .12 .12. .01 .00 85.0 .00 .0 150.0 .12 .12 .01. .00 D' 85.01 .00 .0 150.0 .11 .09. .01 .00 D 80.0 80.0 .00 .00 .0 .0 150.0 150.0 .11 .12 .09 .13' .01 .01 .00 .00 ` 75.0' .00" .0. 150.0• .12'' .13 .01 .00 D 75.0 .00 .0 150.0 .10 .10 .01. .00 70.0.00 70.0 .00 .0 .0 150.0 150.0 .50. .11 .10 .13 .01 .01 .00 .00 65.0 .00 .0 150.0 .11 .13 .01 .00 D 65.0 .00 .0 150.0 .10 .10 .01 .00 60.0 .00 .0 150.0 .10 .10 .01 .00 60.0 .00 .0 150.0 .11 .14 .01 .00 D 55.0 .00 .0 150.0 .11 .14 .01 .00 D 55.0 50.0 .00 .00 .0 .0 150.0 150.0 .10 .10 .11 .11 .01 .01 .00 .00 50.0 .00 .0 150.0 .10 .14 .01 .00 D 45.0 .00 .0 150.0 .10 .14 .01 .00 45.0 40.0 .00 .00 .0 .0 150.0 150.0 .09 .09 .11 .11 .01 .01 .00 .00 40.0 .00 .0 150.0 .10 .16 .01 .00 D 35.0 .00 .0 150.0 .10 .16 .01 .00 35.0 .00 .0 150.0 .09 .12 .01 .00 30.0 .00 .0 150.0 .09 .12 .01 .00 D 30.0 .00 .0 150.0 .10 .17 .01 .00 D 25.0 25.0 .00 .00 .0 .0 150.0 150.0 .10 .09 .17 .12 .01 .01 .00 .00 20.0 .00 .0 150.0 .09 .12 .01 .00 D 20.0 .00 .0 150.0 .11 .20 .01 .00 15.0 15.0 .00 .00 .0 .0 150.0 150.0 .11 .10 .20 .13 .01 .01 .00 .00 10.0 .00 .0 150.0 .10 .13 .01 .00 D 10.0 .00 .0 150.0 .12 .21 .01 -.01 5.0 5.0 .00 .00 .0 .0 150.0 150.0 .12 .10 .21 .13 .01 .02 -.01 -.01 .0 .00 .0 150.0 .10 .13 .02 -.01 t. 7m LOADING ........ •• .ANTMOM....... ATTACHMENT ............ AtiTE NA FORCES........... , ELEV , AZZ RAD AZZ AXIAL • SEXAR GRAVITY TORSION. ft ft kip kip kip ft' kip ' 100.0.0 4.0 .0 -.07 .04 .03 .02 100.0 "120.0 4.0 1200. .16, .00 .03 -.01 PRES PRINTING .... ' ...FOR TSIS LOADING.- ......... 24AXIMDNS.......... DZSPL MEMBER FOMM ALL DISPL MEKBER FOIINDN 'LOADS INPUT FORCES. LOADS FORCES LOADS no yes yea yea no no no no • =0 CONDITIONaaG '........D ..■ ............................................. ................................aa............. tding 1; wind from 180, .T"LOADING: ........., AD; ELEV' APPLY -LOAD RADIUS -AT AZE:, LOAD. A= ......FORCES...... HORIZ' DOWN., ...... mamENNTS...... VERTICAL. TORSNAL.. , ft' ft kip, kip ft -kip- ft -kip- ' ' 110.0 110.0 .00 .00 .0 .0 180.0 180.0 .85 1.70 .30 2.00 6.24 8.47 .00 .00 D 105.0 .00 .O 180.0 .12 .09 .01 .00 100.0 .00 .0 180.0 .12 .09 .01 .00 100.0 .00 .0 180.0 .13 .12. .01 .00 D 95.0 .00 .0 180.0' .13 .12 .01 .00 95.0 90.0 .00 .00 .0 .0 180.0 180.0 .12 .12 .09 .09 .01 .01 .00 00 90.0 .00 .0 180.0 .13 .12 .01 .00 D 85.0 .00. .0 180.0 .13 .12 .01 .00 85.0 80.0 .00 .00 0 .0 180.0 180.0 .11 .11 .09 .09 .01 .01 .00 .00 80.0 .00' .0 180.0 .12 .13 .01 .00 D 75.0 .00 .0 180.0 .12 .13 .01 .00 75.0 .00 .0 180.0 .11 .10 .01 .00 ' 70.0 .00 .0 180.0 .11 .10 .01 .00 D 70.0 .00 .0 180.0 .12 .13 .01 .00 D 65.0, 165.0 .00 .00 .0 .0 180.0 180.0 .12 .!.1 .13 .10 .01 .01 .00 .00 60.0 .00 .0 180.0 .11 .10 .01 .00 D 60.0 .00 .0 180.0 .12 .14 .01 .00 55.0 55.0 .00 .00 .0 .0 180.0 180.0 .12 .10 .14 .11 .01 Ol .00 .00 50.0 .00 .0 180.0 .10 .11 .01 .00 D 50.0 .00 .0 180.0 .11 .14 .01 .00 45.0 .00 .0 180.0 lr .14 .01 .00, 45.0 .00 .0 180.0 .10 .11 .01 .00 D 40.0 .00 .0 180.0 .10 .11' .01 .00 D 40.0 • .00 .0 180.0 -Ii .16 .01 .00 35.0 .00 .0 180.0 35.0 .00 .0 180.0 D 30.0 .00 .0 180.0 30.0 .00 .0 180.0 ' 25.0 .00 .0 180.0 D 25.0 .00 .0 180.0 20.0 .00 .0 180.0 20.0 .00 .0 180.0 15.0 .00 .0 180.0 D 15.0 .00 .0 180.0 .11 10.0 .00 .0 180.0 .09 10.0 .00 .0 180.0 .09 5.0 .00 .0 180.0 D 5.0 .00 .0 180.0 ' 0 .00 .0 180.0 ANTENNA LOADING .12 .01 ............ I...... ANTENNA ....... ATTACHMENT TYPE ELEV AZZ RAD AZZ NTD ft 100.0 .0 ft 6.0 .0 STD 100.0 120.0 6.0 120.0 PRESS PRINTING ................. .01 .00 .10 ...FOR 3'HIS LOADING.. LOADS; DISPL MEMBER' FOUNDN INPUT'' .13 FORCES_. LOADS'. .11 .16 .01 .00 .09 .12 .01 .00 .09 .12. .01 .00' .11 .17 .01 .00 .11 .17 .01 .00 .10 .12 .01 .00 .10 .12 .01 .00 .12 .20 .01 .00 .12 .20 .01 .00 .10 .13 .01 .00 .10 .13 .01 .00 .13 .21 .01 .00 .13 .21 .01 .00 .11 .13 .02 .00 .11 .13 .02 .00 ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.10 .00 .03 .00 .17 .03 .03 -.02 ....:. MAXIDSlm .......... ALL DISPL MEMBER: FOUEID2i- FORCES:, LOADS' ' no, ., year. yeHn yeas, no_ no no< no. ..........................................■.......■.............■............. LOADING CONDITION H .....................■............................■.....■ Loading 1; Wind fsom.210 LT LOADING �AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZZ AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip 110.0 .00 .0 210.0 .85 .30 6.26 .00 C 110.0 .00 .0 210.0 1.69 2.00 8.67 .00 105.0 .00 .0 210.0 .11 .09 .O1 .00 100.0 .00 .0 210.0 .11 .09 .01 .00 D 100.0 .00 .0 210.0 .12 .12 .01 .00 95.0 95.0 .00 .00 .0 .0 210.0 210.0 .12 .11 .12 .09 .01 .01 .00 .00 90.0 .00 .0 210.0 .11 .09 .01 .00 D 90.0 .00 .0 210.0 .12 .12 .01 .00 85.0 .00 .0 210.0 .12 .12 .01 .00 85.0 .00 .0 210.0 .11 .09 .01 .00 .D 80.0 .00 .0 210.0 .11 .09 .01 .00 D 80.0 .00 .0 210.0 .12 .13 .01 .00 75.0 .00 .0 210.0 .12 .13 .01 .00 75.0 .00. .0 210.0 .10 .10 .01 .00 D 70.0 .00` .0' 210.0 .10 .10' .01. .00"- 70.0 .00 .0 210.0 .11 .13 .01 .00 65.0 .00 .0 210.0 ..il .13 .01 .00 D 65.0 .00 .0 210.0 .10 .10 .01 .00 D 60.0 .00 .0 210.0 .10 .10 .01 .00 60.0 .00 .0 210.0 .11 .14 .01 .00 55.0 210.0 .11 .14 .01 .00 .00 .0 n D 55.0 .00 .0 210.0 .10 .11 .01 .00 50.0 .M .0 210.0 .10 .11 .01 .00 50.0 .00 .0 210.0 .10 .14 .01 .00 45.0 .00 .0 210.0 .10 .14 .01 .00 D 45.0 .00 .0 210.0 .09 .11 .01 .00 40.0 .00 .0 210.0 .09 .11 .01 .00 40.0 .00 .0 210.0 .10 .16 .01 .00 35.0 .00 .0 210.0 .10 .16 .01 .00 D 35.0 .00 .0 210.0 .09 .12 .01 .00 30.0 .00 .0 210.0 .09 .12 Al .00 30.0 .00 _0 210.0 .10 .17 .01 •00 , D 25.0 .00 .0 210.0 .10 .17 .01 .00 25.0 .00 .0 210.0 .09 .12 .01 .00 20.0 .00 .0 210.0 .09 .12 .01 .00 20.0 .00 .0 210.0 .11 .20 .01 .00 ° D 15.0 .00 .10 210.0 .11 .20 .01- .00 15.0 .00 .0 '210.0 .10 .13 .01 .00 10.0 .00 .0 210.0 .10 .13 .01 .00 10.0 .00 .0 210.0 .12 .21 .01 .01 D 5.0 .00 .0 210.0 .12 .21. .01 .01 5.0 .00' .0 210.0 .10 .13 .02 .01 .0 .00. .0 210.0 .10 .13 .02 .01 ANTENNA,LOAD32IG. ............■. ` .......ANTENNA........ ATTACH21ENT ...........ANTENNA FORCES...:....... , ELEV AZI ' ft: RAD St AZI AXIAL kip SHEAR kip GRAVITY' kip TORSION ft'1dD STD 100.0 .0 4.0 .0 -.07 -.04 .03 -.02 �TD 100.0 120.D 4.0 120.0 .00 .04 .03 SUPPRESS PR321TING s.........■....■. ' o ...FOR .TRIS LOADING.. .......... MAX33010.......... LOADS DISPL MEMBER FODNm4 ALL DISPL DEMOMM FOUNDN ° IIZPUT FORCES LOADS FORCES LOADS no yen yea yea no no no no'. .......... a......■.mamam.....m ....................................m............ - ADING CONDITION I ......................................................... Loading 1Wind from 240 MAST LOADING ED ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS 'AZI AZI HORIZ DOWN .VERTICAL TORSHAL r ' ft ft AXIAL SHEAR kip kip ft -kip ft -kip C` 110.0= .00 .0. 240.0> .85, .30- 4.24_ 00 .03 110.0 .00 0 240.0 1.69 2.00 8.47 .00 105.0 .00 .0 240.0 .11 .09 .01 .01 D 100.0 .00 .0 240.0 .11 .09 .01 .01 100.0 .00 .0 240.0 .12 .12 .01 .01 95.0 .00 .0 240.0 .12 .12 .01 .01 D 95.0 .00 .0 240.0 .11 .09 .01 .01 D 90.0 .00 .0 240.0. .11 .09 .01 .01 90.0 .00 .0 240.0 .11 .12 .01 .01 85.0 .00 .0 240.0 .11 .12 .01 .01 D 85.0 .00 .0 240.0 .30 .09 .01 .01 80.0 .00 .0 240.0 .30 .09 .01 .01 80.0 .00 .0 240.0 .11 .13 .01 .00 75.0 .00 .0 240.0 .11 .13 .01 .00 D 75.0 .00 .0 240.0 .10 .10 .01 .00 70.0 .00 .0240.0 .10 .10 .01 .00 ' 70.0 .00 .0 240.0 .11 .13 .01 .00 D 65.0 .00' .0 240.0 .11 .13 .01 .00 D 65.0 .00 .0 240.0 .10 .10 .01 .00 ' 60.0 .00 .0 240.0 .10 .10 .01 .00 60.0 .00 .0 240.0 .10 .14 .01 .00 D 55.0 ,.00 .0 240.0 .10 .14 .01 .00 55.0 .00 -0 240.0 .09 .11 .01 .00 50.0 .00 .0 240.0 .09 .11 .01 .00 50.0 .00 .0 240.0 .10 .14 .01 .00 'D 45.0 .00 .0 240.0 .10. .14 .01 .00 45.0 .00 .0' 240.0-. .09 .11 .01 .00 40.0 .00 0 240.0 .09 .11 .01 .00 ' D 40.0 .00' '0 240.0 .10 .16• .01 .00 D 35.0 .00 .0 240.0 .10 .16 .01 .00 ' 35.0 .00 .0240.0. .09' .12 .01 .00 30.0° .00. 0? 240.0 .097 .12: .01 .00• D 30.0 .00 .0 240.0. .10 .17 .01. .01 25.0.00 .0 240.0 .10 .17 .01 .01 25.0. .00 .0 240.0 .09 .12 .01 .01 20.0 .00 .0 240.0 .09 .12 .01 .01 D 20.0 .00 .0 240.0 .10 .20 .01 .01 15.0 .00 .0 240.0 .10 .20 .01 .01 15.0 .00 .0 240.0 .09 .13 .01 .01 D 10.0 .00 .0 240.0 .09 .13 .01 .01 D 10.0 .00 .0 240.0 .11 .21 .01 .01 ' 5.0 .00 .0 240.0 .11 .21 .01 .01 5.0 .00 .0 240.0 .10 .13 .02 .01 D .0 .00 .0 240.0 .10 .13 .02 .01 LOADING'. as oaaaaaa ua .. FE...ANTENNA ...... * ATTACHMENT ELEV AZZ RAD AZI ft ft 100.0 .0 4.0 .0 r, 100.0 120.0 4.0 120.0 fPRFSS PRINTING ..........-.ANTIS FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip -.04 -.05 .03 -.03 -.04 .05 .03 .03 ...FOR THIS LOADING.. .........MAXIMUMS... ...... I LOADS DISPL MEMBER FOUNDM ALL DISPL DERIDER FOUNDN ]SNFUT FORCES LOADS FORCES LOADS no yea yes yes no no no 'no r..................................................... LOADING CONDITION J ......................................... ding 1; wind from 270 .T L40ADIM ..■. ELEV. APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... _ RADIUS AZI. AZZ 80RIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip 110.0 .00 .0 270.0 .85 .30 4.26 00 ' 110.0 .00 .0 .270.0 1.70 2.00 8.67 .00 .� 105.0 100.0 .00 .00 .0 .0 270.0 270.0 .11 .11 .09 .09 .01 .01 .01 .01 100.0 .00 .0 270.0 .12 .12 .01 O1 D 95.0 .00 .0 270.0 .12 .12 .01 .01 .0 .0 995 DO.270.0 00 .0 270.0 .11 .11 .09 .09 .01 .01 .01 .01 .0 .00 .0 270.0 .12 .12 .01 .01 D 85.0 85.0 .00 .00 1.0 ..0 270.0 270.0 .12 .10 .12 .09° .01 .01 .01 .01 80.0 .00 ..0 270.0 .10 .09 .01 .01 D 80.0 .00' .0 270.0 .11 .13. .01 .01. 75.0, 75.0. .00 .00 .SID .0 270.0. 270.0 .11 .10. .13 .10 .01 .01 .01 .01 70.0 ..00' .0- 270.0 .10 .10 .01_ .01- 0LD D 70.0 .00 .0 270.0 .11. .13 01. .01 65.0 65.0 .00 .00 .0 .0 270.0 270.0 .11 .10. .13 .10 .01 .01 .01 .00 60.0 .00' .0 270.0 .10. .10 .01 .00 D 60.0 .00 .0 270.0 .11 .14 .01 .00 55.0 .00 .0 270.0 .11 .14 .01 .00 ' 55.0 .00 .0 270.0 .09 .11 .01 .00 D 50.0 .00 .0 270.0 .09 .11 .01 .00 D '• 50.0 65.0 .00 .00 .0 .0 270.0 270.0 .10` .10 .14 .16 .01 .01 .00 .00 45.0 .00 .0 270.0 .09 .11 .01 .00 D 60.0 .00 .0 270.0 .09 .11• .01 .00 60.0 35.0 .00 .00 .0 .0 270.0 270.0 .10 .10 .16 .16 .01 .01 .00 .00 35.0 .00 .0 •270.0 .09 .12 O1 .01 D 30.0 .00 .0 270.0 .09 .12 .01 .01 30.0 .00 0 270.0 .10 .17 .01 .01 25.0 .00 0 270.0 .10 .17 .01 .01 D 25.0 .00 .0 270.0 .09 .12 .01 .01 . D 20.0 20.0 .00 .00 .0 .0 270.0 270.0 .09 .11 .12 .20 .01 .01 .01 .01 15.0 .00 .0 270.0 .11 .20 .01 .01 D 15.0 .00 .0 270.0 .10 .13 .01 .01 ' 10.0 10.0 .00 .00 .0 .0 270.0 270.0 .10 .11.. .13 .21, .01 .01 .01 .01 5.0 .00 .0 270.0 .11 .21 .01 , .01 .D w 5.0 00 .0 270.0 .10 .13 .02 .01 ' 0 .00 0 270.0 ;10 .13 .02 .01 ANTER A LOADING ............. t I.....ANTENNA....... ATTACHDMNT . TYPE. ELEV' AZI' RAD" AZI' GRAVITY' ft 100.0 .0 ft 4.0 .0 STD 100.0 120.0 4.0 120.0 tPRESS PRINTING ................. -.04 .03 ..FOR THIS LOADING - - LOADS DISPL MEMBER FOUNDN IN7QT FORCES LOADS no ve9 yea yea' ...........ANTENNA FORCES.......... AXIALSHEAR` GRAVITY' TORSIONS kip kip kip ft -kip .00 -.04 .03 -.03 -.07 .04 .03 .02 ......... N 3301UJS.......... ALL DISPL MEKBER FOUNDN FORCES LOADS no no no no .............................................. ............................ �ADZNO CONDITION R ........... ....................................... ....... adiny 1y Wind from 300` LLOADING JAD: ELEV APPLY..LOAD..AT LOAD ......FORCES....... ...... NODENTS...... _ TYPE' RADIUS. AZI AZZ' HORIZ, DOWN, VERTICAL. TORSNAL ft• ft kip kip ft -kip ft -kip ' 1101.0- .00, .0 , 3007.0" .85: .30: 4.24. .00 C' 110.0 .00 .0 300.0 1.69 2.00 8.47' .00 105.0 .00 .0 300.0 .12. .09 .01 .01 100.0 .00 .0 300.0 .12 .09 .01 .01 D 100.0 .00 .0 300.0 .13 .12 .01 .01 95.0 .00 .0 300.0 .13 .12 .01 .01 ' 95.0 .00 .0 300.0 .11 .09 .01 .01 D 90.0 .00 .0 300.0 .11 .09 .01 .01 D 90.0 85.0 .00 .00 .0 .0 300.0 300.0 .13 .13 .12 .12 .01 .01 .01 -01. ' 85.0 .00 .0 300.0 .11 .09 .01 .01 D 80.0 .00 .0 300.0 .11 .09 .01 .01 80.0.00 75.0 .00 .0 .0 300.0 300.0 .12 .12 .13 .13 .01 .01 .00 .00 75.0 .00 .0 300.0 .11 .10 .01 .00 D 70.0 .00 .0 300.0 .11 .10 .01 .00 70.0 .00 .0 300.0 .12 .13 .01 -00 65.0 .00 .0 300.0 .12 .13 .01 .00 65.0 .00 .0 300.0 .10 .10 .01 .00 D 60.0 60.0 .00 .00 .0 .0 300.0 300.0 .10 .11 .10 .14 .01 .01 .00 .00 ' 55.0 .00 .0 300.0 .11 .14 .01 .00 D 55.0 .00 .0 300.0 .10 .11 .01 .00 50.0 50.0 .00 .00 .0 .0 300.0 300.0 .10 .11 .11 .14 .01 .OS .00 .00 45.0 .00 .0 300.0 .11 .14 .01 .00 D 45.0 .00 .0 300.0 .09 .11 .01 .00 40.0 40.0 .00 .00 .0 .0 300.0 300.0 .09 .10 .11 .16 -01 .01 -00 .00 35.0 .00 .0 300.0 .10 .16 .01 .00 D 35.0 .00 .0 300.0 .09 .12 .01 .00 0 0 Ci 7 - - I 30.0 .00 .0 300.0 .09 .12, .01 .00 30.0 .00 .0 300.0 .11 .17 .01 .01 D 25.0 .00. .0` 300'.0• .11 .17: 25.0 + .00 .0 300.0 .10 .12 .01. .01 20.0 .00 .0 300.0 .10 .12 .01 .01 i D 20.0 .00 .0 300.0 .12 .20 .01 .01 , D 15.0 .00 .0 300.0 .12 .20 .01 .01 15.0 .00 .0 300.0 .10 .13 .01 .01 10.0 .00 .0 300.0 .10 .13 .01 .01 Di 10.0 .00 .0 300.0 .12 .21 .01 .01 5.0 .00 0 300.0' 9.12 .21 .01 .01 5.0 .00 .0 300.0 .11 .13 .02 .01 .0 .00 .0 300.0 .11 .13 .02 .01 LOADING ...ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... �E ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip ' 100.0 .0 100.0 120.0 4.0 .0 4.0 120.0 .17 -.10 -.03 .00 .03 .03 .02 .00 SUPPRESS PRINTING , �....■.......a. ...FOR THIS•LOADINO.. , ......... MAX33dVKS ...... - .... LOADS.. DISPL. MEMBER' ' INPUTFORCES., FOUNDN- LOADS ALL DISPL MEMBER FORCES FOULIDN LOADS' . no yea+ yee< yea: no. no, no no . ■...................................■...........■.....■......■.............■■.... 'ADING CONDITION, L ..................... ....................oma■...,..........• r Loading 11 Wind from -330 r T LOADING LOAD ELEV APPLY.. LOAD.. AT LOAD ......FORCES...... ......MOMENTS...... ' E . RADIUS ft ft AZI AZI HORIZ kip DOWN kip VERTICAL ft -kip TORSNAL ft -kip C 110.0 .00 .0 330.0 .85 .30 6.26 .00 ' 110:0 .00 .0 330.0 1.69` 2.00 8.47 .00 D 105.0 .00 .0 330.0 .11. .09 .01 .00 D 100.0 .00 ' 100.0 .00 .0 330.0 .0 330.0 .11 .12. .09 .12 .01 .01 .00 .00 95.0 .00 .0 330.0 .12. .12 .01 .00 D 95.0 .00 .0 330.0 .11 .09 .01 .00 ' 90.0 .00 •� 90.0 .00 .0 330.0 .0 330.0 .11 .12 .09 .12 .01 .01 .00 .00 , 85.0 .00, .0 330.0 .12 .12 .01 .00 D 85.0 .00 .0 330.0 .11 .09• .01 .00. 80.0 .00• .0 330.0 .11 .09 .01 .00 80.0 .00 .0 330.0 ,.12 .13 .01 .00 D 75.0 .00' .0 330.0 .12 .13 .01 .00 D 75.0 .00 .0 330.0 .10 .10 .01 00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D .0 .00 Lm LOADING' ............... ANTEHIA....... LE... ELEV AZI ft .0 70.0 .00 .10 70.0 .00 D 65.0 00' .13 65.0 .00 .0 60.0 .00 D 60.0 .00 D 55.0 .00 ' 55.0 .00 .0 50.0 .00 D 50.0 .00 .0 45.0 .00 .14 45.0 .00 .0 40.0 .00 D 40.0 .00 .0 35.0 .00 ' 35.0 .00 D 30.0 .00 D 30.0 .00 125.0 330.0 .00 .14 25.0 .00 D 20.0 .00 .14 20.0 .00 .0 15.0 .00 .11 15.0 .00 D 10.0 .00 .11 10.0 .00 ' 5.0 .00 D 5.0 .00 D .0 .00 Lm LOADING' ............... ANTEHIA....... LE... ELEV AZI ft .0 330.0 .10 .10 .01 .00 .0 330.0 .11 .13 .01 .00 .0 330.0" .11 .13 .01 .00 .0 330.0 .10 .10 .01 .00 .0 330.0 .10 .10 .01 .00 .0 330.0 .11 .14 .01 .00 .0 330.0 .11 .14 .01 .00 .0 330:0 .10 .11 .01 .00 .0 330.0 '.10 .11 .01 .00 .0 330.0 .10 .14 .01 .00 .0 330.0 .10 .14 .01 .00 .0 330.0 .09 .11 .01 .00 .0 330.0 .09 .11 .01 .00 .0 330.0 .10 .16 .01 .00 .0 330.0 .10 .16 .01 .00 .0 330.0 .09 .12 .01 .00 .0 330.0 .09 .12 .01- .00 .0 330.0 .10 .17 .01 .00 .0 330.0 .10 .17 .01 .00 .0 330.0 .09 .12 .01 .00 .0 330.0 .09 .12 ..01 .00 .0 330.0 .11 .20 .01 .00 0 330.0 .11 .20 .01 .00 .0 330.0 .10 .13 .01 .00 .0 330.0 .10 .13 .01 .00 . .0 330.0 .12 .21 .01 .01 .0 330.0 .12 .21 .01 .01 .0 330.0 .10 .13 .02 .01 .0 330.0 .10 .13 .02 .01 ATTACHMENT ...........ANTENNA FORCES.......... RAD, .AZI: AXIAL. SHEAR:'' GRAVITY' TORSION= ft kip kip kip ft -kip 4.0 .0 .16 .00 .03 .01 20.0 -.07 -.04 .03 -.02 100.0 .0 IT, 100.0 120.0 4.0 1 PRESS PRINTING ................ '...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDN INPUT FORCES LOADS .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS ' no yes yes yes no no no no '.. ususs..a.............s..s......aa.aa.......■.............................. LOADING CONDITION M■.......a..s.s.s...a.a.as.■................a............. �adinq 21 Wind from 0 . LOADING ..■■... AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... E RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip t 11 110.0, .00 .0 .0 .76 .40 3.81 .00 110.0 .00 .0 .0 `1.65' 2.60 8.26 .00 105.0 .00 ,° .0 .0 .13 .15 .01 .00 100.0 .00 .0 .0 .13 .15 .01 .00 100.0 .00 .0 .0 .14 .20 .01 .00 D 95.0 .00 .0 .0 .14 .20 .01 .00 95.0 .00 .0 .0 .13 .15 .01 .00 ' 90.0 .00 .0 .0 .13 .15 .01 .00 D 90.0 .00 .0 .0 .13 .20 .01 .00 D 85.0 .00 .0 .0 .13' .20 01 .00 ' 85.0 .00 .0 .0 .12 .15 .01 .00 80.0 .00 .0 .0 .12 .15 .01 .00 D 80.0 .00. .0 .0 .13 .21 .01 .00 75.0 .00 .0 .0 .19 .21 .01 .00 75.0 .00 .0 .0 .12, .16 .01 .00 70.0 .00 .0 .0 .12 .16 .01 .00 D 70.0 .00 .0 .0 .13 .21, .01 .00 65.0 .00 .0 .0 .13 .21 .01 .00 ' 65.0 .00 .0 .0 .12 .16 .01 .00 D 60.0 .00 .0 .0 .12 .16 .01 .00 D 60.0 .00 .0 .0 .12 .22 .01 .00 55.0 .00 .0.0 .12 .22 .01 .00 55.0 00 .0 .0 .11 .17 .01 .00 D 50.0 .00 .0 .0 .11 .17 .01 .00 50.0.00 .0 .0 .12 .22 .01 .00 65.0 .00 .0 .0 .12 .22 .01 .00 45.0 .00 .0-• .0 .11 .17 .01 .00 D 40.0 ..00 .0 .0 .11 .17 .01 .00 40.0 00T .0 .0 .11. .24: .01. .00, 35.0 .00 .0 .0 •.11 .24 .01. .00 D 35.0 .00- .0 .0 .10 .191" .01. .00 D 30.0 .00" .0 .0 .10' .19 .01' .00' 30.0 .00, .0 -0 -11. .26. .01. .00 25.0' .00. .0 0`.. .11 .26-- .01: .00. D 25.0 .00 .0 .0' .10- .19 .01 .00, - 20.0 .00 .0 .0 .10 .19 .01 .00 20.0 .00 .0 .0 .12 .29 .02 .00 15.0 .00 .0 .0 .12 .29 .02. .00 D 15.0 .00 .0 .0 .11 .20 .02 .00 10.0 .00 .0 .0 .11 .20 .02 .00 10.0 .00 .0 .0 .12 .31 .02 .00 5.0 .00 .0 .0 .12 .31 .02 .00 D 5.0 .00 .0 .0 .11 .20 .02 .00 .0 .00 .0 .0 .11 .20 .02 .00 ANTE4NA LOADING ............. �...... , e ANTE NLA....... ATTACHMENT ...........ANTENNA FORCES.......... - TYPE ELEV AZZ RAD AZI AXIAL SHEAR GRAVITY TORSION lTD ft ft kip kip kip ft-kip 100.0 .0 4.0 .0 .11 .00 .05 .00 STD 100.0 120.0 4.0 120.0 -.03 -.04 .05 -.02 �PPRESS PRINTING ..s............. ' ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMSER FOUNDN INPUT. FORCES LOADS FORCES LOADS ° ' o no yes yea yea no no no no .............................................................................. LG CONDITION N 2 Wind from q j 30 MAST LOADING ......... RAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZZ AZZ RORIZ DOWN VERTICAL TORSNAL ft 110.0 ft .00 .0 30.0 kip .76 kip .10 ft -kip 3.81 ft -kip .00 C ' 110.0 105.0 .00 .00 .0 .0 30.0 30.0 1.65 .13 2.60 .15 8.26 .01 .00 .00 D 100.0 .00 .0 30.0 .13 .15 .01 .00 100.0 95.0 .00 ..00 .0 .0 30.0 30.0 .11 .11 .20 .20 .01 .01 .00 .00 95.0 .00 .0 30.0 .13 .15 .01 .00 D 90.0 .00 .0 30.0 .13 .15 .01 .00 . 90.0 85.0 .00 .00 .0 .0 30.0 30.0 .13 .13 .20 .20 .01 .01 .00 .00 85.0 .00 .0 30.0 .12 .15 .01 .00 D 80.0 .00 .0 30.0 .12 .15 .01 .00 80.0 .00 .0 30.0 .13 .21 .01 .00 ' 75.0 .00 .0 30.0 .13 .21 .01. .00 D 75.0 .00 .0 30.0 .12 .16 .01 .00 D 70.0 70.0 .00 .00 .0 .0 30.0 30.0 .12 .13 .16 .21 .01 .01 .00 .00 ' 65.0 .00 .0 30.0 .13 .21 .01 .00. D 65.0 .00 .0 30.0' .12 .16 .01 .00 60.0 60.0 .00 .00 .0 .0 30.0 30.0 .12 .12 .16 .22 .01 .01 .00 .00 55.0 .00 .0 30.0 .12 .22 .01 .00 D 55.0 .00 .0 30.0 .11 .17 .01 .00 50.0 .00 .030.0 .11 .17 .OS .00 50.0 .00 .0 30.0 .12 .22 .01 .00 15.0 .00 .0 30.0 .12 .22 .01 .00 D 15.0 .00 .00 .0 .0 30.0 30.0 .10 .10 .17 .17 .01 .01 .00 .00 140.0 10.0 .00 .0 30.0 .11 .21 .01 .00 D 35.0 .00 .0 30.0 .11 .21 .01 .00 35.0 30.0 .00 .00 .0 .0 30.0 30.0 .10 .10 .19 .19 .01 .01 .00 .00 30.0 .00 .0 30.0 .11 .26 .01 .00 D 25.0 .00 .0 30.0 .11 .26 .01 .00 25.0 20.0 .00 .00 .0 .0 30.0 30.0 .10 .10 .19 .19 .01 .01 .00 .00 20.0 .00 .0 30.0 .12 .29 .02 -.01 D 15.0 15.0 .00 .00 .0 .0 30.0 30.0 .12 .11 .29 .20 .02 .02 -.01 -.01 ' 10.0 .00 .0 30.0 .11 .20 .02 -.01 D 10.0 .00 .0 30.0 .12 .31 .02 -.01 D 5.0 .00 .0 30.0 .12 .31 .02 -.01 ' 5.0 .00 .0 30.0 .11 .20 .02 -.01 .0 .00 .0 30.0 .11 .20 .02 -.01 ..... . .......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... �E ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip 100.0 .0 4.0 .0 .12 .00 .05 -.01 100.0 120.0 4.0 120.0 .00 -.03 .05 -.02 SUPPRESS PRINTING ...FOR THIS WADING.- .........MAXIMUM.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN ' INPUT FORCES LOADS FORCES LOADS no yea yes yea no no no no ................................................................................ �ADING CONDITION 0 ......................................................... Loading 2; Wind.from 60 �T LOAD171G . LOAD ELEV' APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS....... RADIUS AZI- AZI' HORIZ DOWN' VERTICAL, TORSNAL;. 1r, 1t ft kip kip„ ft -kip ft -kip C 110.0 .00 ' 110.0 .00 .0 .0 60.0 60.0 .76 1.65 .40. 2.40 3.81 8.26 .00' .00 D 105.0 .00 .0 60.0 .13 .15 .01 -.01 100.0 .00 100.0 .00 .060.0 .0 60.0 .13 .14 .15 .20 .01 .01 -.01. -.01 95.0 .00 .0 60.0 .14 .20 .01. -.01 D 95.0 .00 .0 60.0 .13 .15 .01 -.01 90.0 .00 .0 60.0 .13 .15 .01 -.O1 90.0 .00 .0 60.0 .14 .20 .01 -.O1 85.0 .00 .0 60.0 .14 .20 .01 -.01 D 85.0 .00 80.0 .00 .0 .0 60.0 60.0 .13 .13 .15 .15 .01 .01 -.01 -.01 80.0 .00 .0 60.0 .13 .21 .01 -.01 D 75.0 .00 .0 60.0 .13 .21 .01 -.01 75.0 .00 70.0 .00 .0 .0 60.0 60.0 .12 .12 .16 .16 .01 .01, -.01 -.01 70.0 .00 .0 60.0 .13 .21 .01 .00 D 65.0 .00 .0 60.0 .13 .21 .01 .00 65.0 .00 60.0 .00 .0 .0 60.0 60.0 .12 .12 .16 .16 .01 .01 .00 .00 60.0 .00 .0 60.0 .12 .22 .01 .00 D 55.0 .00 55.0 .00 .0 .0 60.0 60.0 .12 .11 .22 .17 .01 .01 .00 . .00 ' 50.0 .00 .0 60.0 .11 .17 .01 .00 D 50.0 .00 .0 60.0 .12 .22 .01 .00 45.0 .00 45.0 .00 .0 .0 60.0 60.0 .12 .11 .22 .17 .01 .01 .00 .00 40.0 .00 .0 60.0 .11 .17 .01 .00 D 40.0 .00 .0 60.0 .11 .24 .01 .00 35.0 .00 35.0 .00 .0 .0 60.0 60.0 .11 .10 .24 .19 .01 .01 .00 -.01 30.0 .00 .0 60.0 .10 .19 .01 -.01 D 30.0 .00 .0 60.0 .11 .26 .01 -.01 ' 25.0 .00 .0 60.0 .11 .26 .01 -.01 25.0 .00 .0 60.0 .11 ..19 .01 -.01 D' 20.0 .00 .0' 50.0 .11. .19 .01. -.01': 20.0' .00 ..O 60.0 .12 .29 02 -.01 Y5.0 ©D .0 60.0 .12 .29 .02 -.01 :15.0 -DD .0 60.0 .11 .20 .02 -.01 D 11!0..(0 .00 .0 60.0 .11 .20 .02 -.01 a(0-(P .00 .0 60.0 .13 .31 .02 -.01 ' 5.0 .00 .0 60.0 .13 .31 .02 -.01 D 5.0 .00 .0 60.0 .12 .20 .02 -.01 0 .00 .0 60.0 :12 .20 .02 -.01 Immm LOADING . ...■■......■..■ ....... ILE ATTACHMENT .............iTIMMA FORCES.. ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip 'TD 100.0 .0 4.0 .0 .12 .02 .05 -.01 STD 100.0 120.0 6.0 120.0 .12 -.02 .05 .01 R.E......... ...... ' ...FOR LOADS DISPL THIS LOADING.. HEMER FOUNM ...... .............. ALL DISPL MEMM FOIINDN INPOT FORCES LOADS .FORCES LOADS ' ao. yes:, yes- yes. no no no no .... n....... .. ... . ....................■ m...........n LOADING CONDITION: P-................. ..:-.a.-m.mm---mmma:r.a----------..o.v.: Fading 2; Wind fraoa. 90 T' LOADI NG ............ . L1) ELEP APPLY..LOAD..AT' LOAD ......FORCES...... ...... MOMENTS...... E RADIOS AZI AZZ HORIZ DODOS VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip 110.0 .00 .0 90.0 .76 .60 3.81 .00 1,0 .0 .00 .0 90.0 1.65 2.60 8.26 .00 105.0 .00 .0 90.0 .13 .15 .01 -.01 100.0 .00 .0 90.0 .13 .15 .01 -.01 100.0 .00 .0 90.0 .16 .20 .01 -.OS D 95.0' 95.0 .00 .00 .0 .0 90.0 90.0 .16 .12 .20 .15 .01 .01 -.01 -.01 90.0 .00 .0 90.0 .12 .15 .01 -.01 D 90.0 .00 .0 90.0 .13 .20 .01 -.01 85.0 85.0 .00 .00. .0 .0 90.0 90.0 .13 .12 .20 .15 .01 .01 -.01 -.01 8.0,.0 .00 .0 90.0 .12 .15 .01 -.01 D) N0..0 .A01 .0 90.0 .13 .21 .01 -.01 75.0 75.0 .00 .00 .0 .0 90.0 90.0 .13 .12 .21 .16 .01 .01 -.01 -.01 70.0 .00 .0 90.0 .12 .16 .01 -.01 D 70.0 .00 .0 90.0 .12 .21 .01 -.01 ' 65.0 .00 .0 90.0 .12 .21 Ol -.01 65.0 .00 .0 90.0 .11 .16 .01 .00 D 60:0- .00. .0: 90.0 .11. .16. .01. .00- 60.0 .00 .0 90.0 .12 .22 .01 .00 55.0 .00 .0 90.0 .12 .22 ..01 .00 55.0 .00 .0 90.0 .11 .17 .01 .00 D 50.0 .00 .0 90.0 .11 .17 .01 .00 50.0 .00 .0 90.0 .11 .22 .01 .00 ' 45.0 .00 .0 90.0 .11 .22 .01 .00 D 45.0 .00 .0 90.0 .10 .17 .01 .00 D 40.0 .00 .0 90.0 .10 .17 .01 .00 t 40.0 .00 .0 90.0 .11 .24 .01 .00 35.0 .00 .0 90.0 .11 .24 .01 .00 D 35.0 .00 .0 90.0 .10 .19 .01 -.01 30.0 .00 .0 90.0 .10 .19 .01 -.01 30.0 .00 .0 90.0 .11 .26 .01. -.01 25.0 .00 .0 90.0 .11 .26 .01 -.01 D 25.0 .00 .0 90.0 .10 .19 .01 -.01 20.0 .00 .0 90.0 .10 .19 .01 -.01 t 20.0 .00 .0 90.0 .11 .29 .02 -.01 D 15.0 .00 .0 90.0 .11 .29 .02 -.01 D 15.0 .00 .0 90.0 .11 .20 .02 -.01 ' 10.0 .00 .0 90.0 .11' .20 .02 -.01 10.0 .00 .0 90.0 .12 .31 .02 -.01 D 5.0 .00 .0 90.0 .12 .31 .02 -.01 5.0 00 .090.0 .11 .20 .02 -.01 .0 .00 .0 90.0 .11 .20 .02 -.01 ANTENNA LOADING r.............: .......ANTENNA........ ATTACHMENT ...........ANTE MN FORCES:.,.......... TYPE' ELEV AZI, RAD AZI AXIAL, SHEAR: GRAVITY' TORSION' ' ft ft, kip kip... kip ft-kip. STD 100'.0 .0 4.0' .0 .00- .03. .05' .02•' ' 100.0 120.0 [PRESS 4.0 120.0 .12 .00 .05 .01 .PRIZiTINO ...........o.... ' ..FOR THIS LOADING.. ......... MAXIMUK8.......... LOADS. DISPL MEMBER FOUNDN ALL DISPL MEMBER POONDN INPUT FORCES LOADS FORCES LOADS no yes yea yea no. no no no ................................■...........................■................ [DING CONDITION Q.................................................. ...... ding 2; wind from 120 MAST LOADING ........■ LELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip 110.0 .00 .0 120.0 .76 .40 3.81 .00 C 110.0 .00 .0 120.0 1.65 2.40 8.26 .00 ......ANTENNA....... ATTACMfENT ...........ANTENNA FORCES .......... ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip �TD 100.0 .0 4.0 .0 -.03 .04 .05 .02 TO 100.0 120.0 4.0 120.0 .11 .00 .05 .00 SUPPRESS PRINTING ...FOR THIS LOADING.- 'LOADS DISPL MEDIDER FOUNDN INPUT FORCES LOADS .... .. DlAXIDSWl.4 ........... ALL DISPL bO;DMER FOUNDN FORCES LOADS Ino yea yes yes no no no no ................................................................................ 105.0. .00 .0 170.0 .13 .15 .01 -.01 D" 100.01' .00" .0 120.0 .13 .15 .01.. -.01. 100.0 .00 .0 120.0 .13 .20 01 -.01 95.0 .00 .0 120.0 .13 .20 .01 -.01 95.0 .00 .0 120.0 .12 .15 .01 -.01 D 90.0 .00 .0 120.0 .12 .15 .01 -.01 90.0 .00 .0 120.0 .13 .20 .01 -.01 85.0 .00 .0 120.0 .13 .20 .01 -.01 D 85.0 .00 .0 120.0 .12 .15 .01 -.01 80.0 .00 .0 120.0 .12 .15 .01 -.01 80.0 .00 .0 120.0 .13 .21 .OS -.01 75.0 .00 .0 120.0 .13 .21 .01 -.01 D 75.0 .00 .0 120.0 .12 .16 .01 -.01 70.0 .00 .0 120.0 .12 .16 .01 -.01 70.0 .00 .0 120.0 .12 .21 .01 .00 65.0 .00 .0 120.0 .12 .21 .01 .00 D 65.0 .00 .0 120.0 .11 .16 .01 .00 60.0 .00 .0 120.0 11 .16 .01 .00 60.0 .00 .0 120.0 .12 .22 .01 .00 D 55.0 .00 .0 120.0 .12 .22 .01 .00 SS.O .00 .0 120.0 .11 .17 .01 .00 50.0 .00 .0 120.0 .11 .17 .01 .00 50.0 .00 ..0 120.0 .11 .22 .01 .00 D 45.0 .00 .0 120.0 .11 .22 .01 .00 45.0�. .00 .0 120.0 .10 .17 .01 .00 40.0 .00 .0 120.0 .10 .17 .01 .00 40.0 .00 ..0 120.0 .11 .24 .01 .00 D 35.0 .00 .0 120.0 .11 .24 .01 .00 35.0 .410 A) 120.0.10 .19 .01 -.01 30..0 .00 .0' 120.0 .SO .19 .01 -.01 D 30.0 .00 -0 120.0_ .11 .26 .01 -.01 D 25.0 .00 .0 120.0 .11 .26 .01 -.01 25.0 .00 .0 120.0 .10 .19 .01' -.01. 20L0 .00 .0 120.0 .10, .19• .01 -.01 D •20.0 .00 .G 120.0 .11 .29 .02. -.01 15.0 .00 .0 120.0 .11 .29 .02 -.OS 15.0 .00 .0 120.0 .11 .20. .02 -.01 10.0 .00 .0 120.0 .11 .20 .02 -.01 D 10.0 .00 .0 .120.0 .12 .31 .02 -.01 5.0 .00 .0 120.0 .12 .31 .02 -.01 5.0 .00 ..0 120.0 .11 .20 .02 -.01 D .0 .00 .0 120.0 .11 .20 .02 -.01 U-01AaY.OADIffiO ......ANTENNA....... ATTACMfENT ...........ANTENNA FORCES .......... ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip �TD 100.0 .0 4.0 .0 -.03 .04 .05 .02 TO 100.0 120.0 4.0 120.0 .11 .00 .05 .00 SUPPRESS PRINTING ...FOR THIS LOADING.- 'LOADS DISPL MEDIDER FOUNDN INPUT FORCES LOADS .... .. DlAXIDSWl.4 ........... ALL DISPL bO;DMER FOUNDN FORCES LOADS Ino yea yes yes no no no no ................................................................................ , LnM CONDITION R ......................................................... ding 21 Wind from 150 I .WADIM ..■ LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... RADIUS AZI AZI HORIZ DOWN VERTICAL TORSUAL ft ft hip kip ft -kip ft -kip 110.0 110.0 .00 .00 .0 .0 150.0 150.0 .76 1.65 .40 2.60 3.81 8.26 .00 .00 D 105.0 .00 .0 150.0 .13 .15 .01 .00 100.0 .00 .0 150.0 .13 .15 .01 .00 ' 100.0 .00 .0 150.0 .14 .20 .01 .00 D 95.0 .00 .0 150.0 .14 .20 .01 .00 D 190.0 95.0 .00 .00 .0 .0 150.0 150.0 .13 .13 .15 .15 .01 .01 .00 .00 90.0 .00 .0 150.0 .13 .20 .01 .00 D 85.0 .00 .0 150.0 .13 .20 .01 .00 85.0 80.0 .00 .00 .0 .0 150.0 150.0 .12 .12 .15 .15 .01 .01 .00 .00 80.0 .00 .0 150.0 .13 .21 .01 .00 D 75.0 .00 .0 150.0 .13 .21 .01 .00 75.0 .90' .0 150.0 .12 .16. .01. .00 70.0• .00. .0 150.0 .12- 16. .017 .00' 70.0 .00 .0 150.0 .13 .21. .01. .00 D 65.0 65.0 .00 .00' .0 .0 150.0 150.0 .13 .12. .21. .16 .01 .01. .00' 00 60.0 .00., °.0% 150.0' .12. .16':. .01 .00,., D 60.0 .00 .0. 150.0- .12 .22 .01, .00` 55.0 55.0 .00 .00 .0 .0 150.0 150.0 .12 .11 .22 .17 .01 .01 .00 .00 50.0 .00 .0 150.0 .11 .17 .01 .00 D 50.0 .00 .0 150.0 .12. .22 .01 .00 45.0 45.0 .00 .00 .0 .0 150.0 150.0 .12 .10 .22 .17 .01 .01 .00 .00 40.0 .00 .0. 150.0 .10 .17 .01 .00 D 40.0 .00 .0 150.0 .11 .24 .01 .00 35.0 .00 .0 150.0 .11 .24 .01 .00 ' 35.0 .00 .0 150.0 .10 .19 .01 .00 D 30.0 .00 .0 150.0 .10 .19 .01 .00 D 30.0 25.0 .00 .00 .0 .0150.0 150.0 .11 .11 .26 .26 .01 .01 .00 .00 25.0 .00 .0 150.0 .10 .19 .01 .00 D 20.0 .00 .0 150.0 .10 .19 .01 .00 20.0 15.0 .00 .00 .0 .0 150.0 150.0 .12 .12 .29 .29 .02 .02 -.01 -.01 15.0 .00 .0 150.0 .11 .20 .02 -.01 D 10.0 .00 .0 150.0 .11 .20 .02 -.01 .00 .0 150.0 .12 .31 .02 -.01 110.0 5.0 .00 .0 150.0 .12 .31 .02 -.01 D 5.0 .00 .0 150.0 .11 .20 .02 -.01 D .0 LM LOADING ........... .00 .0 150.0 .11 .20 .02 -.01 ANTENXA....... ATTACMCENNT ...........ANTENNA FORCES.. = ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip 1 100.0 .0 4.0 .0 -.05 .03 .05 .02 STD" 100:0 120'.0' 4.0': 120.0 .12; .00 .05 -.01 kPRESS PRINTIMM ..■......... ...FOR TRIS LOADING.. ......... DD►E13SWl.9.......... LOADS DISPL MEKBER FOUNDN ALL DISPL MEMBER FOUNM INPUT FORCES LOADS FORCES LOADS no yea yes yea no no no no �.a.asaa..a...assn.a.aa .....................................................■ LOADING CONDITION -8 ......................................................... Ling 2; Wind Crum 180 'AST LOADING oa......... ' tAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ...... bfOblENTS....... ➢3ADZUS AZI AZI 8ORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip 110.0 .00 .0' 180.0 .76 .40- 3.81 .00 C 110.0' .00' .0 180.0 1.65. 2.40 8.26 .00 105.0 .00 .0 180.0 .14 .15 .01 .00 100'.0 .00= .0 180.0 .14, .15 O1 .00 ° D 100.0 .00 .0 180.0 .15 .20 .01 .00 95.0 95.0 00'' .00 .0 .0 180.0 180.0 .15 .13 .20 .15 .01 .01 .00. .00 90.0 .00 .0 180.0 .13 .15 .01 .00 D 90.0 .00 .0 180.0 .14 .20 .01 .00 85.0 .00 .0 180.0 .14 .20 .01 .00 85.0 .00 .0 180.0 .13 .15 .01 .00 D 80.0 .00 .0 180.0 .13 .15 .01 .00 D 80.0 75.0 .00 .00 .0 .0 180.0 180.0 .14 .14 .21 .21 .01 .01 .00 .00 1 75.0 .00 .0 180.0 .13 .16 .01 .00 D 70.0 .00 .0 180.0 .13 .16 .01 .00 70.0 65.0 .00 .00 .0 .0 180.0 180.0 .13 .13 .21 .21 .01 .01 .00 .00 65.0 .00 .0 180.0 .12 .16 .01 .00 D 60.0 .00 .0 180.0 .12 '.16 .01 .00 60.0 55.0 .00 .00 .0 .0 180.0 180.0 .13 .13 .22 .22 .01 .01 .00' .00 55.0 .00 .0 180.0 .12 .17 .01 .00 D 50.0 50.0 .00 .00 .0 .0 180.0 180.0 .12 .12 .17 .22 .01 .01 .00 .00 45.0 .00 .0 180.0 .12 .22 .01 .00 D 45.0 .00 .0 180.0 .11 .17 .01 .00 40.0 40.0 .00 .00 .0 .0 180.0 180.0 .11 .12 .17 .24 .01 .01 .00 .00 35.0 .00 .0 180.0 .12 .24 .01 .00 D 35.0 .00 .0 180.0 .10 .19 .01 .00 30.0 30.0 .00 .00 .0 .0 180.0 180.0 .10 .12 .19 .26 .01 .01 .00 .00 25.0 .00 .0 180.0 .12 .26 .01 .00 D 25.0 .00 .0 180.0 .11 .19 .01 .00 1 20.0 .00 .0 180.0 .11 .19 .01 .00 20.0 .00 .0 180.0 .12 .29 .02 .00 D' 15':0' .00.'." .0' 180.0 '.12'. - .29' -. .02`. --.00^ 15.0 .00 .0 180.0 .11. .20 .02 .00 10.0 .00 .0 180.0 .11 .20 .02 .00 10.0 .00 .0 180.0 .13 .31 .02 .00 D 5.0 .00 .0 180.0 .13 .31 .02 .00 5.0 .00 .0 1804 .12 .20 .02 .00 .0 .00 .0 180.0 .12 .20 .02 .00 ANTE2M LOADING �............ .......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES........... ELEV FE ft AZI RAD ft AZI AXIAL kip SEF.AR kip GRAVITY kip TORSION ft-kip STD 100.0 .0 4.0 .0 -.07 .00 .05 .00 100.0 120.0 6.0 120.0 .12 .02 .05 -.01 SUPPRESS PRINTING ................ ' ...FOR THIS LOADING.. .........MAXIDIQM3.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN 'INPUT FORCES LOADS FORCES LOADS _ no yes., yes yes no no no- no ................................................................................. ING,CONDITION'. T............................................................ Loadiny'2f Wind-from-210 MAST LOADING 1AD ELEV APPLY..LOAD..AT. LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft I ft kip kip ft-kip ft-kip C 110.0 .00 .0 210.0 .76 .40 3.81 .00 110.0 105.0 .00 .00 .0 .0 210.0 210.0 1.65 .13 2.40 .15 8.26 .01 .00 .00 D 100.0 .00 .0 210.0 .13 .15 .01 .00 100.0 95.0 .00 .00 .0 .0 210.0 210.0 .14- .14 .20 .20 .01 .01 .00 .00 95.0 .00 .0 210.0 .13 .15 .01 .00 D 90.0 .00 .0 210.0 .13 .15 .01 .00 .00 .0 210.0 .13 .20 .01 .00 190.0 85.0 .00 .0 210.0 .13 .20 .01 .00 D 85.0 .00 .0 210.0 .12 .15 .01 .00 D 80.0 ' 80.0 .00 .00 .0 .0 210.0 210.0 .12 .13 .15 .21 .01 .01 .00 .00 75.0 .00 .0 210.0 .13 .21 .01 .00 D 75.0 .00 .0 210.0 .12 .16 .01 .00 70.0 70.0 .00 .00 .0 .0 210.0 210.0 .12 .13 .16 .21 .01 .01 .00 .00 65.0 .00 .0 210.0 .13 .21 .01 .00 D 65.0 .00 .0 210.0 .12 .16 .01 .00 1 60.0 .00 .0 210.0 .12 .16 .01 .00 60.0 .00 .0 210.0 .12 .22 .01 .00 ' D. 55.0 .00+ .0 210'.0- .12. .22, .01. .00• 55.0 .00 .0 210.0 .11 .17 .01 .00 ft -kip 50.0 .00 .0 210.0 .11 .17 .01 .00' 3.81 .8.26 50.0 .00 .0 210.0 .12 .22 .01 .00 D 45.0 .00 .0 210.0 .12 .22 .01 .00 45.0 .00 .0 210.0 .10 .17 .01 .00 40.0 .00 .0 210.0 .10 .17 .01 .00 D 40.0 .00 .0 210.0 .11 .24 .01 .00 D 35.0 .00 .0 210.0 .11 .24 .01 .00 j 35.0.00 .0 210.0 .10 .19 .01 .00 30.0 .00 .0 210.0 .10 .19 .01 .00 D 30.0 .00 .0 210.0 .11 .26 .01 .00 i 25.0 .00 .0210.0 .11 .26 .01 .00 25.0 .00 .0 210.0 .10 .19 .01 .00 20.0 .00 .0 210.0 .10 .19 .01 .00 D 20.0 .00 .0 210.0 .12 .29 .02 .01 15.0 .00 .0 210..0 .12 .29 .02 .01 15.0 .00 .0 210.0 .11 .20 .02 .01 D 10.0 .00 .0 210.0 .11 .20 .02 .01 ' D 10.0 .00 .0 210.0 .12 .31 .02 .01 5.0 .00 .0 210.0 .12 .31 .02 .01 5.0 .00 .0 210.0 .11 .20 .02 .01 D.0 .00 .0 210.0 .11 .20 .02 .01 F-MNNALOADING ANTEMM ..... ATTACHMENT ...........ANTIMMA FORCES.......... S° Et.EV' U AZZ. RAD, AZI AXIAL SHEAR, GRAVITY TORSION. ft, ft. kip kip kip ft -kip TD100.0. .0 4.0 .0 -.05 -.03 .0 -.02 TD? 100.0: 120'.0 4.0: 120.0 .00. .03 .OS .02. PRESS PRINTING ............s. . ...FOR THIS LOADING.. .........B=31 MS.......... 'LOADS. DISPL ME29E11 FOUNDN ALL DISPL 1MMCBER FOIIND2I �7POT FORCES LOADS FORCES LOADS n0 yea yea yea 110 IIO a0 no s.....u■...................■.......o....sae..............................�� LING CONDITION D ............ ............................................. �adiny 2; wind from 240 LOADING . ......... ir LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip 110.0 110.0 .00 .00 .0 .0 240.0 240.0 .76 1.65 .40 2.40 3.81 .8.26 .00 .00 D 105.0 .00 .0 240.0 .13 .15 .01 .01 ' 100.0 .00 .0 240.0 .13 .15 .01 .01 100.0 .00 .0 240.0 .13 .20 .01 .01 D 95.0'"''` 00L .0-• 240:0 .13 .2Oa' .01. .01- 95.0 .00 .0 240.0 .12 .15 .01 .01 90.0 .00 .0 240.0 .12 .15 .01 .01 90.0 .00 .0 240.0 .13 .20 .01 .01 D 85.0 .00 .0 240.0 .13 .20 .01 .01 85.0 .00 .0 240.0 .12 .15 .01 .01 80.0 .00 .0 240.0 .12 .15 .01 .01. D 80.0 .00 .0 240.0 .13 .21 .01 .01 75.0 .00 .0 240.0 .13 .21 .01 .01 75.0 .00 .0 240.0 .12 .16 .01 .01 70.0 .00 .0 240.0 .12 .16 .01 .01 D 70.0 .00 .0 240.0 .12 .21 .01 .00 65.0 .00 .0 240.0 .12 .21 .01 .00 65.0 .00 .0 240.0 .11 .16 .01 .00 60.0 .00 .0 240.0 .11 .16 .01 .00 D 60.0 .00 .0 240.0 .12 .22 .01 .00 55.0 .00 .0 240.0 .12 .22 .01 .00 ' 55.0 .00 .0 240.0 .11 .17 .01 .00 D 50.0 .00 .0 240.0 .11 .17 .01 .00 50.0 .00 .0 240.0 .11 .22 .01 .00. 45.0 .00 .0 240.0 .11 .22 .01 .00 45.0 .00 .0 240.0 .10 .17 .01 .00 D 40.0 .00 .0 240.0 .10 .17 .01 .00 40.0 .00 .0 240.0 .11 .24 .01 .00 35.0 .00 .0 240.0 .11 .24 .01 .00 35.0 .00 .0 240.0 .10 .19 .01 .01 D 30.0 .00 .0 240.0 .10 .19 .01. .01 30:0 .00- .0 240.0 .11 .26c 01 - .or- 2 23.0 .00- .0 240.0 .il. .26 .01. .01 D 25:0 .00? .0' 240.0 .10 .19 O1. .01. D 20.0 .00 .0 240.0.. .10 .19 .01' .01 ' 20.0 .00- .0. 240.0 .11 .29 .02 .01 15'.0. .00^ .0< 240.0- .11 .29= .02. .01. D 15.0 .00' .0 240.0 .11 .20 .01 .01 10.0 .00 .0 240.0 .11 .20 .02 .01 10.0 .00 .0 240.0 .12. .31 .02 01 5.0 .00 .0 240.0 .12 .31 02. .01 D 5.0 .00 .0 240.0 .11 .20 .02 .01 '0 .00 .0 240.0 .11 .20 .02 .01 ANTENNA. LOAD3310 ............ I...... ANTEIM ....... ATTACHMENT ...........AN-11MA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SBMAR GRAVITY TORSION ft it kip kiP kip ft-kiP 100.0 .0 4.0 .0 -.03 -.04 .05 -.02 STD 100.0 120.0 4.0 120.0 -.03 .04 .05 .02 PRESS PRnf INO ...■.■■.■........ ...FOR THIS LOADING.. ......... MAXDSOMS.......... ' LOADS DISPL MEMBER FODNDN ALL DISPL MEMBER FOIIDIDN INPUT FORCES LOADS FORCES LOADS no yen yea yen no no no no '...............oay.........aas aaa..a........................................ LOADING CONDITION V ...................................■........■............ 1 Ling 2; Wind.from 270 DD18T LOADING! LELEV APPLY..LOAD..AT LOAD ......FORCES...... rE ......MOMENTS...... TYPE STD RADIOS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft 110.0 ft .00 .0 270.0 kip .76 kip .40 ft -kip 3.81 ft -kip .00 C 110.0 .00 .0 270.0 1.65 2.40 8.26 .00 ' 105.0 .00 .0 270.0 .13 .15 .01 .01 D 100.0 .00 .D 270.0 .13 .15 .01 .01 D ' 100.0 95.0 .00 .00 .0 .0 270.0 270.0 .14 .14 .20 .20 .01 .01 .01' .01 95.0 .00 .0 270.0 .12 .15 .01 .01 D 90.0 .00 .0 270.0 .12 .15 .01 .01 90.0 85.0 .00 .00 .0 .0 270.0 .270.0 .13 .13 .20 .20 .01 .01 .01 .01 85.0 .00 .0 270.0 .12 .15 .01 .01 D 80.0 .00 .0 270.0 .12 .15 .01 .01 80.0 .00 .0 270.0 .13 .21 .01 .01 ' 75.0 .00 .0 270.0 .13 .21 .01 .01 D 75.0 .00 .0 270.0 .12 .16 .01 .01 D 170.0 70.0 .00 .00-- .0 .0 270.0 270.0 .12 .12 .16 .21 .01 .01 .01 .01 65.0 .00 .0 270.0 .12. .21, .01 .01 D 65.0 .00 .0 270.0 .11' .16 .01 .00 60.0 60.0 .00. 00 .0 .0 270.0 270.0 .11 .12 .16 .22. .01. .01. .00 .00 55.0 .00 .0 270.0 .12 .22 .011. .00' D 55.0 .00 .0 270.0 .11 .17 .01 .00 50.0 .00 .0 270.0 .11 .17 .01 .00 50.0 .00 .0 270.0 .11 .22 .01 .00 65.0 .00 .0 270.0 .11 .22 .01 .00 D 45.0 40.0 .00 .00 .0 .0 270.0 270.0 .10 .10 .17 .17 .01 .01 .00 .00 40.0 .00 .0 270.0 .11 .24 .01 .00 D 35.0 .00 .0 270.0 .11 .24 .01 .00 35.0 30.0 .00 .00 .0 .0 270.0 270.0 .10 .10 .19 .19 .01 .01 .01 .01 30.0 .00 .0 270.0 .11 .26 .01 .01 D 25.0 .00 .0 270.0 .11 .26 .01 .01 25.0 20.0 .00 .00 .0 .0 270.0 270.0 .10 .10 .19 .19 .01 .01 .01 .01 20.0 .00 .0 270.0 .11 .29 .02 .01 D 15.0 .00 .0 270.0 .11 .29 .02 .01 15.0 .00 .0 270..0 .11 .20 02 .01 ' 10.0 .00 .0 270.0 .11 .20 .02 .01 D 10.0 .00 .0 270.0 .12 .31 .02 .01' 5.0 5.0 .00 .00 .0 .0 270.0 270.0 .12 .I1 .31 .2'0 .02 .02 .01 .01' .0 .00 .0 270.0 .11 .20 .02 .01 LOAD31TC7 .......ANTENNA....... ATTACHMENT ELEV AZI RAD AZI rE !t ft STD 100.0 .0 4.0 .0 ,` ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .00 -.03 .05 -.02 100.0 120.0 4.0 120.0 -.05 .03 .05 .02 gQppRE88' PRI1Q'IIIiG' - .. ' .....■.....■■.. ...FOR THIS LOADING.. .........MAXIMUMS.......... LOADS DISPL MEMBER FOUN N ALL DISPL MEMBER POIIlmET ' 327POT FORCES LOADS FORCES LOADS ' ................................................................................ no yea yes yee no no no no JADJW CONDITION W ......................................................... Loading 27 wind from 300 T LOADING .......... LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... I E RADIUS !t ft AZI AZI HORIZ kip DOWN kip VERTICAL ft -kip TORSNAL ft -kip C 110.0 .00 .0 300.0 .76 .40 3.81, .00 ' 110.0 .00 .0 300.0 1.65 2.40• 8.26 .00; D 105.0_ .00' .0" 300.0 .13 .15 O1. .01 D 1100.0 100.0 .00 .00" .0 .0 300.0 300.0 .13 .14 .15 .20 .01 .01 Or 01 95'.0' .00- .0 300:0 .14- .20'. Or. .01_ D 95.0 .00: .0 300.0 .13 .15 .01. .01 90.0 90.0 .00 .00 .0 .0 300.0 300.0 .13 .14 .15 .20 .01 .01 .01 .01 85.0 .00 .0 300.0 .14 .20 .01. .01 D 85.0 .00 .0 300.0 .13 .15 .01 .01 80.0 .00 .0 300.0 .13 .15 .01 .01 ' 80.0 .00 .0 300.0 .13 .21 .01 .01 D 75.0 .00 .0 300.0 .13 .21 .01 .01 D 75.0 70.0 .00 .00 .0 .0 300.0 300.0 .12 .12 .16 .16 .01 .01 .01 .01 ' 70.0 .00 .0 300.0 .13 .21 .01 .00 D 65.0 .00 .0 300.0 .13 .21 .01 .00 65.0 60.0 .00 .00 .0 .0 300.0 300.0 .12 .12 .16 .16 .01 .01 .00 .00 60.0 .00 .0 300.0 .12 .22 .01 .00 D 55.0 .00 .0' 300.0 .12 .22 .01 .00 SS.0 50.0 .00 .00 .0 .0 300.0 300.0 .11 .11 .17 .17 .01 .01 .00 .00 50.0 .00 .0 300.0 .12 .22 .01 .00 D 45.0 45.0 .00 .00 .0 .0 300.0 300.0 .12 .11 .22 .17 .01 .01 .00 .00 ' 40.0 .00 .0 300.0 .11 .17 .01 .00 D 40.0 .00 .0 300.0 .11 .24 .01 .00 35.0 35.0 .00 .00 .0 .0 300.0 300.0 .11 .10 .24 .19 .01 .01 .00 .01 30.0 .00 .0 300.0 .10 .19 .01 .01 D 30.0 .00 .0 300.0 .11 .26 .01 .01 25.0 25.0 .00 .00 .0 .0 300.0 300.0 .11 .11 .26 .19 01 O1 .01 .01 20.0 .00 .0 300.0 .11 .19 .01 .01 D 20.0 .00 .0 300.0 .12 .29 .02 .01 .0 300.0 15.0 .00 .02 15.0 .00 D ' 30.0 .00 .01 .0" 300.0 10.0 .00 .02 .01 5.0 .00 D 5.0 .00 D .0 .00 Ln", ..............■ LOADINO .0 300.0 LE....ANTENNA ........ .02 .01 ELEV AZI .20 ft .01 .0 300.0 .12 .29 .02 .01 .0 300.0 .11 .20 .02 .01 .0" 300.0 .11 .20' .02 .01 .0 300.0 .13 .31 .02 .01 .0 .300.0_ .13 .31 .02 .01 .0 300.0 .12 .20 .02 .01 .0 300.0 .12 .20 .02 .01 ATTACHMENT RAD AZI ft 100.0 .0 1.0 .0 8TD 100.0 120.0 6.0 120.0 �PPRESS PRINTING ............... ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .12 -.02 .05 .01 -.07 .00 05 .00 ...FOR THIS LOADMG.. .,........MAXIMUMS.......... LOADS DISPL MEMBER FOUMN ALL DISPL MEMBER FOUNDN INPUT FORCES :LOADS FORCES LOADS ' no yes yes yea no no no no 1-17-1 ... I.... -------------------- ................. . . LOADING�COHDITIONZ X,-..-mm.---..m------mm--mm--m--.-.-------.-..----..o---.-- Wind.frow-330 AA--L0ADXNG ......,. AD ELEV APPLY..LOAD..A= LOAD ......FORCES...... ......MOMENTS...... E' RADIUS AZZ AZI BORIZ DOWN VERTICAL, TOR.SDAL ft ft kip kip ft -kip ft -kip ' 110.0 .00 .0 330.0 .76 .10 3.81 .00 110.0 .00 .0 0 330.65 1. 2.10 8.26 .00 105.0 100.0 .00 .00 .0 .0 330.0 330.0 .13 .13 .15 .15 .01 .01 .00 .00 100.0 .00 .0 330.0 .11 .20 .01 .00 D 95.0 .00 .0 330.0 .11 .20 .01 .00 95.0 .00 .0 330.0 .13 .15 .01 .00 90.0 .00 .0 330.0 .13 .15 .01 .00 D 90.0 .00 .0 330.0 .13 .20 .01 .00 D 85.0 85.0 .00 .00 .0 .0 330.0 330.0 .13 .12 .20 .15 .01 .01 .00 .00 80.0 .00 .0 330.0 .12 .15 .01 .00 D 80.0 .00 .0 330.0 .13 .21 .01 .00 75.0 75.0 .00 .00 .0 .0 330.0 330.0 .13 .12 .21 .16 .01 .01 .00 .00 70.0 .00 .0 330.0 .12 .16 .01 .00 D 70.0 .00 .0 330.0 .13 .21 .01 .00 65.0 .00 .0 330.0 .13 .21 .01 .00 65.0 .00 .0 330.0 .12 .16 .01 .00 D 60.0 .00 .0 330.0 .12 .16 .01 .00 D 60.0 .00 .0 330.0 .12 .22 .01 .00. 0 .12 55.0 .00 .0 330 .17 55.0 .00 .0 330 D 50.0 .00` .0'- 330 .00 .0 .12 50.0 .00 .0 330 .17 .01 45.0 .00 .0 330 .00 .0 .11 45.0 .00 .0 330 D 40.0 .00 .0 330 .01 40.0 .00 .0 330 .00 35.0 .00 .0 330 D 35.0 .00 .0 330 .19 .01 30.0 .00 .0 330 .00 .0. .12 30.0 .00 .0 330 .29 .02 25.0 .00 .0 330 D 25.0 .00 .0 330 .0 .12 20.0 .00-0 .01 330 .31 20.0 .00. .0 330 .02 15.0 .00 .0 330 D 15.0 .00 .0 330 10.0 .00 .0 330 ' 10.0 .00 .0 330 D 5.0 .00 .0 330 5.0 .000 330 .0 .00 .0 330 ANTENNA LOADING �•• •ANTElDDI....... ATT TYPE ELEV AZZ RAD. ' !t ft STD 100.0 .0 4.0 ITD100.0 120.0 PRESS' PRXNTXW-- &.0 120 ...■....■........ '...FOR THIS LOADI&G.. LOADS •DISPL IUM3M POUNDS INPUT FORCES LOADS no yes yas• Yea 0 .12 .22 .01 .00 .0 .11 .17 .01 .00 .0' .11. .17` .01 . M .0 .12 .22 .01 .00 .0 .12 .22 .01' .00 .0 .10 .17 .01 .00 .0 .10 .17 .01 .00 .0 .11 .24 .01 .00 .0 .11 .24 .01 .00 .0 .10 .19 .01 .00 .0 .10 .19 01 .00 .0 .11 .26 Ol .00 .0 .11 .26 .01 .00 .0 .10 .19 .01 .00 .0 .10 .19 .O1 .00 .0. .12 .29 .02 .01 .0 .12 .29 .02 .01 .0 .11 .20 .02 .01 .0 .11 .20 .02 .01 .0 .12 .31 .02 .01 .0 .12 .31 .02 .01 .0. .11 .20 .02 .01 .0 .11 .20 .02 .01 ACHMENT ............ANTENNA FORCES.......... AZX. AXIAL, SEEAR. GRAVITY' TORSION - kip kip kip it -kip: .0 .12" .00' .05' .01 .0 -.05 -.03 .05. -.02, ......... MAXIlUMS........... ALL. DISPL MEMSER FOUNDN, FORCES. LOADS, no no no 110 .....uu.........................■.........................................■ T - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Processed under license at: LANG 4 ROYLE TELCOM INC. - Sioux City, Iowa. ons 6 aug 1998 at: 1003s37 ..■.........................................■.....■■...............■...■....... �AC SELLJ105'LSR75N 90+1/2 ZNO CONDITION A ■ .............................■■■...■■.....■..■■■..■..... Loading 1; Wind from 0 ......... MAXIlUMS........... ALL. DISPL MEMSER FOUNDN, FORCES. LOADS, no no no 110 .....uu.........................■.........................................■ T - Latticed Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Processed under license at: LANG 4 ROYLE TELCOM INC. - Sioux City, Iowa. ons 6 aug 1998 at: 1003s37 ..■.........................................■.....■■...............■...■....... �AC SELLJ105'LSR75N 90+1/2 ZNO CONDITION A ■ .............................■■■...■■.....■..■■■..■..... Loading 1; Wind from 0 _ P OP OWE M DHy M gm a a a H � O � � � � µ {ayµ 9 jp�► pp 9 n r ■i ■ b ■ 01 ■ o ■ o � o � $' 7i '�' 1L MQM MpM pro B 90 pro 9 4 B N 9 pl W N N ■i o r a ■ A. ■ r ■ o ■ o r o ■ o r Y ■ ■ r Y ■ ■ r ■ ■ M tl Y tl A Y Y r ■ ■ tl ■ tl ■ Y 0 ■ ■ ■ ■ Y p ■ Y r ■ Y Y A M r ■ ■ ■ r ■ ■ ■ r r OWE M DHy M gm µ M pP H N M 9S w a a a H p O H 9 tl pp 9 n r ■i ■ b ■ 01 ■ o ■ o � o � µ M pP H N M 9S w N E OOH tl HH HH N E Oz tl M N E 00 zO tl M N E N OZz tl H E tl MH E tl W H p M E tl 1' yM P E � y � M E � H H ph z tfApf z pt QM Id 1QM� x 6 O pM x 6 'L' t1 9 pti 9 0 v N ►. o ■ ■ N coo o ■ � Y w O e � N N O ■ � b ■ O ■ O� 0 O ■ W u o ■ ■ O ■ W W o ■ ■ LINO CONDITION II ......................................................... Fading 21 Wind from 240 UDING CONDITION V .......................................................... ITading 21 Wind from 270 tADING CONDITION W ......................................................... Loading 2; Wind from 300 'OADINO CONDITION 8 ................................................■....■... Loading 2; Wind from 330 ............. ........a......... ...... .............. ........................... T'- Latt$oed Tom Analyeia (IInguyed) (c) 1995 Weisman Consultants.Inc. o Ir Processed-,under.,license- ati SLANG & HOYLE. TELcom nic. - ................................................. Sioux City, Iowa. ons ■............................ 6 aug 1998' ats 100307 . �IMOM MAST DISPLaCE[EEMs ..........................., ' ELEV -----DEFLECTIONS (ft)---- --TILTS (DEO)-- TWIST ft NORTH' EAST DOWN NORTH EAST DEO 105.0 .665 8 -.634 P .005 8 .593 8 -.567 P -.008 8 100.0 .612 8 -.583 P .005'8 .590 8 -.565 P -.008 H 95.0 .561 8 -.534 P .005 S .582 S -.557 P -.008 B 90.0 .509 8 -.485 P .004 8 .572 S -.547 P -.007 B 85.0 .459 8 -.437 P .004'8 .557 8 -.532 P -.007 B ' 80.0 .411 8 -.391 P .004 8 .538 8 -.514 P -.007 B 75.0 .364 8 -.346 P .003 S .520 8 -.496 P -.006 B 70.0 .318 8 -.303 P .003 8 .497 S -.474 P -.006 B 65.0 .275 8 -.261 P .003 8 .469 8 -.447 P -.005 B ' 60.0 .234 8 -.223 P .003 S .437 8 -.416 P -.005 B 55.0 .196 S -.186 P .002 8 .406 8 -.386 P .005 V 50.0 .161 S -.153 P .002 8 .370 S -.352 P .004 V ' 45.0 .129 8 -.122 P .002 8 .330 S -.314 P .004 V 40.0 .101 S -.096 P .002 8 .284 8 -.270 P .003 V 35.0 .077 S -.073 P .001 8 .245 8 -.232 P .003 V 30.0 .057 S -.054 P .001 8 .207 S . -.196 P .002 V 25.0 .040 8 -.038 P .001 8 .170 8 -.161 P .002 V 20.0 .026 8 -.025 P .001 S .134 S -.128 P .002 V 15.0 .015 8 -.014 P .001 V .100 8 -.095 P .001 V ' 10.0 .007 S -.007 P .000 V 5.0 .002 S -.002 P .000 V .0 .000 A .000 A .000 A. MAEIKUM ANTENNA ROTATIONS: .......................... .066 S -.062 P .001 V .032 S -.031 P .000 V .000 A .000 A'.. .000=A ELEV ANT ANT -----.-SEAN DEFLECTIONS (DEO)------ ft AZI TYPE ROLL YAW PITCH TOTAL '100.0 .0 STD .565 P .009 u -.590 8 .590 8 100.0 120.0 STD -.577 R .008 V -.580 0 .580 0 Um TENSION IN MAST'DffiERS ...................................o (kiP) ' ELEV LEGS DIAD HORIZ BRACE ft 105.0 -------------------- .91 C .00 A '2.33 A------337 J 100.0 ---------- .82 A .00 A 8.54 A 1.82 G -------------------- .29 C .00 A '95.0 10.93 A 1.93 M 90.0 -------------------- .39 A .00 A 15.45 A 2.08 R 85.0 --------=----------- .17 M. .00 A. 19.59 A 2.35 R. 80.0 -------------------- .35 M .00 A._ 24.76.A 2.63 R ' 75.0. ____________________. 29 M: 00 A 30'.1l' A- 2..89 R. _ 70.0 -------------------- .38 M .00 A 15 M____--3 15 R ' 65.0 ---36 .45 M' .00 A. 42.92 M. 3.39.R. 60.0 -------------------- .48 M .00 A 50.39 M R ' 55.0 --- ----- ------ 47 M 00 A 58.27 M 3.90 R• 50.0 -------------'------ 38 M 00 A ' 66.86 M1-16 R 45.0 ---------_____-- .86 M .00 A 75.47 M 4.31 R 40.0 -------------------- .10 M .00 A 81.65 M---- 1.73 M 35.0 --- .71 71 M 00 A 85.02 M 1.59 R 30.0 -------------------- .33 M .00 A ' 87.66 M1 65 M 25.0 -------------------- .48 M .00 A 90.68 M 1.71 R ' 20.0 -------------------- .36 M .00 A 93.46 M 1.78 R 15.0 -------------------- .37 M .00 A ' 10.0 96.30 ----------_----- M 181 R .16 M .00 A 99.15 M 2.00 R 5.0 ____________________ .38 M .00 A 101.89 M2 03 R ' ,0 -------------------- .00 A .00 A 1 IMDM COMPRESSION IN MAST MEKBERS (kip) ......* ....................aria........ ' ELEV LEGS DIAD HORIZ ft 105.0 -------------------- -.86 A '-4.04 S --341 D 100.0---------------.80 C -10.63 G -1.84 A ' 95.0 -------------------- .22 E -13.59 8 ------2.01 G 90.0 -.34 C -18.72 S -2.13 R 85.0 -------------------- -.09 G ' -23.62 S242 R 80.0-------------------- -.28'0 -29.69 8 -2.68 R 75.0-------------------- -.21 0 -36.04 S -2.95 R 70.0-------------------- -.30 0 -43.20S -3.21 R ' ------------ 65.0 -- ------ -50.76 8 -3.48 R -.35 0 60.0 -------------------- -.38 G ' -59.14,-------3 72 R' 55.0---------- -.38 G -67.88 8. -3.98 R 50.0 ------------------- -.30 0 ' -77.47 S -6.19 R 45.0-------------------- -.69 G- -86.79 8 -4.56 S 40.0-------------------- -.08 S ' -93.90 S -2.02 8 35.0-------------------- -.58 S -98.43 S -1.59,R ' 30.0-------------------- .26 8 -101.84 8 ------1.82 8 25.0 --- =.38 8 -105.83 8 -1.76 R ' 20.0 -------------------- -.29 S -109.53 8 -188 8 15.0 ---------------- -.29 S -113.38 S -1.87 R ' ------- - ----- 10.0 ------- -117.29 8 -2.00 R -,12 S 5.0 -------------------- -.29 S ' -120.93 S -2.22 S 0 -------------------- .00 A XIMM .INDIVIDUAL FOUNDATION LOADSt Odd) r rrrrirrrrriirrrrriorrrrrrirrr■ ------------ LOAD___CODPONENTS------------ ' NORTH EAST DOWN UPLIFT 10.24 S -8.69 0 .122.92 S -103.37 M .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A .00 A TOTAL SHEAR 10.24 S I� MAXIIMW TOTAL, LOADS'-' OH.*POMMATIOF'? t (kip+L, kip-ft) ...............L................................ HORIZONTAL--: --- DOWN. --------- OVERTOTIAII+7G--------- TORSION NORTH EAST TOTAL NORTH EAST TOTAL Q 359.6 P 359.5 15.6 -16.6 15.6 24.3 1004.8 -951.6 1004.9 .7 8 P 8 V 8 P 8 V ............................................................................... IIGnL%L DATA FILE 4780742.usm 1 6ELP-SUPPORT TOWER STRESS ANALYSIS. PILE 14780742 Datet08/06/98 10s33e49 MEMS' t DE�ScarpTicar LENGTH I COMPR.1 TENS.1 I CAPACITY I BOLT n1FO I LaRI SRO I MEMBER P$�:TY-PE -M '-D B T I MAX I BaN I LOAD I LOAD IRT./RICOMPR.1 TENS.1 81 Dia. I CAP. 1ENDD1 CAP. I CAP. I P/P - -il----, -- •- -- ----- -----I------I------I-------I-------I----I------I------1--I------I------I'---I------I------I-------- 111 Oo SR. 2..0'0 x 2.00 x2.0001 5.001 5.001 4.081 2.3A1 1201 43.41 125.61 1 1 1 1 1 43.41 0.095 11 DO IL 2.00 x 2.00 x0.2501 3.821 3.821 3.4DI 3.4J1 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.30S 11 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 3.4D1 3.4J1 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.30S --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I'---1------I------I-------- 21 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 10.601 8.5A1 1201 43.41 125.61 1 1 1 1 1 43.41 0.24S 21 RZ 2L 2.50 x 2.50 x0.2501 5.931 5.931 0.8C1 0.8A1 921 44.21 28.21 11 0.6251 24.51 30 1 22.81 22.81 0.048 21 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.8AI 1_801 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.165 21 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.8A1 1.801 1161 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.16S --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 31 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 13.681 10.9AI 1201 43.41 125.61 1 1 1 1 1 43.41 0.31S 31 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.001 1.9M1 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.175 31 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.001 1.9MI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.175 --I---- -- ----- ----- -----I------I------I'-------I-------I----I------I------1--1------1------I----I------I------I-------- 41 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 18.7SI 85.5A1 1201 43.41 125.61 1 1 1 1 1 43.41 0.435 41 HZ 2L 2.50 x 2.50 x0.2501 5.931 5.931 0.3C,{ 0.4AI 921 44.21 28.21 11 0.6251 24.51 30 1 22.81 22.81 0.025 41 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.1RI 2.1RI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.185 Al DO 1L 2.00 x 2.00 x0.2501 3.821 .3.821 2.IRj 2.IR1 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.185 --I----'-------- ----- -----I------I------1-------1-------I----I------I------1--1------I------I----I------I------I-------- 51 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 23.651 19.6AI 1201 43.41 125.61 1 1 1 1 1 43.41 0.54S 51 DO SL 2.00 x 2.00 x0.2501 3.821 3.821 2.4R1 2.4R1 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.21S 51 DO 1L 2.00 x 2.00 x0.2501 3.821 3..821 2.481 2.4RI 1161 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.21S --I---- -- ----- ---------- I ------ !I ------ 1_ -_-_-'-II------- I ---- I ------ I ------ I --I ------ I ------ I'---1------ I ------I-------- 61 LO SR 2.25 x 2.25 x2.2501 5.001 5.001 :29.761 24.8A1 3.071 69.71 159.01 1 1 1 1 1 69.71 0.438 61 HZ 2L 2.50 x 2.50 x0.2501 5.911 5.911 0.4531 GAMI 921 44.31 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.025 61 DO SL 2.00 x 2.00 x0.2501 3.801 3.801 2.781 2.6RI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.235 61 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 2.7RI 2.681 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.238 ni------------ -- -----I------1- I-------1-------I----I------I------1--1------I------I----I------I------I-------- 71 LO SR- 2.25 x 2.25 x2.2501 5.00'•1 5..001 '36.061 30-2AI 1071 69.71 159.01 1 1 1 1 1 69.71 0.52C. 71 DO 1L 2.00 x 2.00 x0.2501 3.801 3•.801 3.0R'1 2_9RI 1181 13.31 11.71 11 0.6251 12:31 30'1 11.41 11.41 0.255 71 DO 1L 2.00 x 2.00 x0.2501 3.801 .3..801 3.081 2.9RI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.255 --I---- -- ----- ----- -----I------1------1'-------h-------I----I------I------1--I------I------I----I------I------I-------- 81 LO SR 2.25 x 2.25 x2.2501 5.00;1 5.001 43.281 36.2XI 1071 69.71 159.01 1 1 1 1 1 69.71 0.62C 81 RZ 2L 2.50 x 2.50 x0.2501 5.911 :5.911 0.6011 0.5MI 921 44.31 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.035 81 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.2R1 3.281 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.28S 81 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.2R1 3.2RI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.285 --I---- -- ----- -----I------I------1-------I-------I----I------I------1--I------I------I----I------I------I-------- 91 LO SR 2.25 x 2.25 x2.2501 5.001 5.001 50 -SSI 42.9MI 1071 69.71 159.01 1 1 1 1 1 69.71 0.73C 91 DO IL 2.00 x 2.00 x0.2501 3.801 3.601 3.5R1 3..4R1 1181 13.31 11.7.1 11 0.6251 12.31 30 1 11.41 11.41 0.305 91 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.5R1 3.4RI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.305 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----1------I------I-------- 101 LO SR 2.50 x 2.50 x2.5001 5.001 5.001 59.181 50.4HI 961 102.21 196.31 1 1 1 I 1 102.21 0.58C 101 RZ 2L 2.50 x 2.50 x0.2501 5'.891 5.891 0.901 0.8M1 921 44.41 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.045 1Q111M '"YY. 2.00 x 2.00 x0.2501 3.791 3.791 3.7RI 3.7R1 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.325 101 DO 1L 2.00 x 2.00 x0.2501 3.791 3.791 3.7RI 3.7RI 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.325 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 111 LO SR 2.50 x 2.50 x2.5001 5.001 5.001 67.951 58.3MI 961 102.21 196.31 1 1 1 1 1 102.21 0.66C 111 DO IL 2.00 x 2.00 x0.2501 3.791 3.791 4.OR1 3.9R1 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.345 111 DO 1L 2.00 x 2.00 x0.2501 3.791 3.791 4.0R1 3.9R1 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.34S --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 121 LO SR 2.50 x 2.50 x2.5001 5.001 5.001 77.551 66.9M1 961 102.21 196.31 1 1 1 I 1 102.21 0.76C 121 RZ 2L 2.50 x 2.50 x0.2501 5.891 5.891 1.201 1.0M1 921 44.41 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.058 121 DO 1L 2.00 x 2.00 x0.2501 3.791 3.791 4.2RI 4.2RI 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.365 121 DO 1L 2-00 x 2.00 x0.2501 3.791 3.791 4.2R1 4.2R1 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.368 1311 2,O .SR :2.50 x '2•.5'0 N2.500I 5.001 5.001 86.881 75.5MI 961 102.21 196.31 1 I 1 I 1 102.21 0.85C SELF-SUPPORT TOWER- STRESS''>•AX&LYSIB.•PILMw 84780742.. .. Date:08/06/98,•10s33a49 Fj F L I MEMBER-DSSCRIPTION I LEMTS I COMPR.1 T=S.I I CAPACITY I BOLT XNM I UXI BRO I XEXBER P#ITYPE = D B T I MAX I MIN I LOAD I LOAD IRz/RICOMPR..1 TMS -1 #1 Dia..1 CAP. 1ENDD1 CAP- I ------ CAP- I I-------- P/P --I---- 131 DO -- 1L ----- 2.00 ----- ----- I ------ x 2.00 x0.2501 I ------ 3.791 I 3.791 ------- I ------- 4.631 I 4.3R1 ---- I 1171 ------ I ------ 13.31 1--1 11.71 11 ------ I ------ 0.6251 I ---- 12.31 I 30 1 ------ I 11.41 11.41 0.388 131 DO 1L 2.00 x 2.00 x0.2501 3.791 3.791 4.681 4.3R1 1171 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.388 --I---- 141 LO -- SR ----- 2.75 ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- x 2.75 x2.7501 5.011 5.011 93.981 81.7111 871 138.61 237.51 1 1 1 1 1 138.61 0.68C 141 EZ 2L 3.00 x 3.00 x0.2501 5.861 5.861 1.481 1.2X) 761 60.81 33.01 11 0.6251 24.51 30 1 22.81 24.51 0.065 141 DO 1L 2.00 x 2.00 x0.2501 4.031 4.031 2.081 1.7X1 1241 12.21 11.71 11 0.6251 12.31 30 1 11.41 12.21 0.17S 141 DO 1L 2.00 x 2.00 x0.2501 3.721 3.121 2.081 1.7X1 1161 13.61 11.71 11 0.6251 12.31 30 1 11.41 12.31 0.165 --I ---- 151 LO -- SR ----- 2.75 ----- ----- x 2.75 x2.7501 ----- 5.011 ----- 5.011 98.4S1 ------ 85.OMI 871 136.61 237.51 1 1 1 1 1 138.61 0.71C 151 DO 1L 2.00 x 2.00 x0.2501 4.221 4.221 1.6R1 1.6R1 1301 11.11 11.71 11 0.6251 12.31 30 1 11.41 11.11 0.145 151 DO 1L 2.00 x 2.00 x0.2501 3.921 3.921 1.6R1 1.6RI 1211 12.81 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.145 - -I- -- ----- ----- I------I------I-------I-------1----I------I------1--1------I------I----I------I------ I -------- 161 LO SR 2.75 x 2.75 x2.7501 5.011 5.011 101.881 87.7MI 871 138.61 237.51 1 1 1 1 1 138.61 0.73C 161 HZ 2L 3.00 x 3.00 x0.2501 6.831 6.831 1.561 1.3X1 881 55.41 33.01 11 0.6251 24.51 30 1 22.81 24.51 0.065 161 DO 1L 2.00 x 2.00 x0.2501 4.421 4.421 1.881 1.7X1 1361 10.11 11.71 11 0.6251 12.31 30 I 11.41 10.11 0.185 161 DO 1L 2.00 x 2.00 x0.2501 4.131 4.131 1.851 1.7111 1271 11.61 11.71 11 0.6251 12.31 30 1 11.41 11.61 0.168 --I---- 171 LO -- SR ----- 2.75 ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- x 2.75 x2.7501 5.011 5.011 105.881 90.7M1 871 138.61 237.51 1 1 1 I 1 138.61 0.76C 171 DO 1L 2.00 x 2.00 x0.2501 4.621 4.621 1.8R1 1.7R1 1421 9.31 11.71 11 0.6251, 12.31 30 1 11.41 9.31 0.19S 171 DO 1L 2.00 x 2.00 x0.2501 4.331 4.331 1.8R1 1.7R1 1331 10.51 11.71 11 0.6251 12.31 30 1 11.41 10.51 0.175 --I---- 181 LO -- SR ----- 2.75 ----- -----I------I------I-------I-------I----I------I------1--1------I------I----1------I------I-------- x 2.75 x2.7501 5.011 5.011 109.581 93.5111 871 138.61 237.51 1 1 1 1 1 138.61 0.79C BZ' 2L 3.00 x 3.00 x0.3751 7.791 7.791 1.681 1.4MI 1031 71.11 49•:51. 11 0.6251 24.51 30-1 34.21 24.51- 0.078 '181 181 DO, 1L. 2.00 x 2.00.x0.2501 4.821 4.821 1.981 1.8R1 1481 8.51 11.71 11 0.6251 12.31 30 1 11.41 8.51 0.228: 181 DO:- 1L 2.00 x2.00 x0'.2501 4.541 4.541 1.981 1.8R1 1401' 9.61 11.71 11 0.6251' 12.31 30 1 11.41 9.61 0.208 --I---- -- �� ----- 2.75 ----- ----- I ------ x,2.75 x2-7501 I ------ 5.011 I 5.011 ------- I 113.4B1 ------- I 96.3M1 ---- I 871 ------ I ------ 138.61 1--1 237.51 1 ------ I 1 ------ I 1 ----I I ------ I 1 ------ I-------- 138.61 0.82C. 191 D0, 1L 2.00.x 2.00.x0.2501 5.031 5.031 1.9R1- 1.8R1 1551 7.81.. 11.71 11 0'.6251 12x31 30.•1 11.41 T.81, 0.24S 191 DO 1L. 2.00 x 2.00 x0.2501 4.751 4.751 1.9R1 1.8R1 1461 8.71 11.71 11 0.6251 12.31 30 1 11.41 8•.71 0.219 --I---- 201 LO -- SR ----- 2.75 ---------- x 2.75 x2.7501 ----- 5.011 --�-- 5.011 117.381 ------ 99.2XI 871 138.61 237.51 1 1 1 1 1 138.61 0.85C 201 8Z 2L 3.00 x 3.00 x0.375{ 8.751 8.751 1.8S1 1.5111 1151 61.51 49.51 11 0.6251 24.51 30 1 34.21 24.51 0.07S ,201 DO 1L 2.00 x 2.00 x0.250 5.241 5.241 2.ORI 2.ORI 1611 7:21 11.71 11 0.6251 12.31 30 1 11.41 7.21 0.288 DO 1L 2.00 x 2.00 x0.2501 4.971 4.971 2.ORI 2.ORI 1531 8.01 11.71 11 0.6251 12.31 30 1 11.41 8.01 0.255 '201 --I---- 211 LO -- SR ----- 2.75 ----------I------I------I-------I-------I----I------I------1--1------I------I--" x 2.75 x2.7501 5.011 5.011 120.981 101.9111 871 138.61 237.51 1 1 1 I------I------I-------- I 1 138.61 0.87C 211 DO 1L 2.00 x 2.00 x0.2501 5.451 5.451 2.281 2.ORI 1681 6.61 11.71 11 0.6251 12.31 30 1 11.41 6.61 0.338 Z11 DO 1L 2.00 x 2.00 x0.2501 5.181 5.161 2.281 2.ORI 1601 7.41 11.71 11 0.6251 12.31 30 1 11.41 7.41 0.30S Fj F L ( MAT FOUNDATION) ' LeBLANC COMMUNICATIONS INC. ' Towe-Project No: -Cu"stonier. Engineer: Kira Ivanova Site Name: Date: 8/6/98 Time: 10:39:55 AM Soil Reported By: ' 1. Base Reactions: Down Load = 25 Kips; Shear = 16 Kips; O. Moment = 100.5 K -Ft ' 2. Individual Loads in Legs: Compression = 123 Kips; Shear = 11 Kips; Uplift = 104 K -Ft ' 3. Soil Properties: Unit Weight of Soil = 110 ✓ Pcf ' Allowable Soil Bearing Capacity = 5200 Psf 4. Foundation Dimension of Pad = 18.5 Ft 'Width Thick. of Pad = 1.5 Ft Diameter of Pier = 3 Ft Depth of Bottom of Pad Below Grade = 3.5 Ft Total Concrete Volume = 20.9774 Cu. Yd. 5. Capacity Check: Calculated Overturning Moment =1069 K -ft ' Overturning Resistence =1670.4404 K -Ft Overturning Safety Factor = 1.5626 - ✓ .Calculated Soil Bearing Pressure = 1953.9926 Psf r'11'6: 4'Aebar.( Fy =60 KsiiD Fc = 3 Ks! ): Max. moment calculated for bolt. bar = 306.731 Kips -ft Required bottom rebar area of pad = 6.2183 sq. in. ' Max. moment calculated for top bar = 121.604 Kips -ft Required top rebar area of pad = 2.4653 sq. in. Select 23 x # 6 Rebars, Area = 10..1611 for both top and bottom each way Total rebar area each way is 20.3222 sq.in. > Min. Area = 7.1928 sq.in. 7 Check Slab Shear Capacity (1). One Way Shear ' Calculated Shear Force = 138.7047 Kips; Allowable Shear = 281.447 Kips (2). Two -Way Shear Calculated Shear Force = 163.3459 Kips; Allowable Shear = 518.7954 Kips 8. Design Pier Calculated Moment = 27.5 Kips -ft Req'd rebar area = 3.4106 sq. in. ' Use: 10 x # 8 rebar Area = 7.854 sq. in. > Min. Area = 5.0894 sq. in. 9. Check the Development Lengths Compression Development Length for Rebar of Pier ' = 9.5136 In. The Bar Length of Pier Available in The Pad = 15 In. "T .fI' 4. 9 C I 0 8 7 6 NOTES: UNLESS OTHERWISE SPECIFIED I. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, ITEM ® Ila'- o• 1081- 0' QUANTITY CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL AZIM PROX 0AREA DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF O TO Q 108' THE ENGINEER AND SHALL BE RESOLVED BEFORE DECIBEL #OB9320OG90E-M N / A PROCEEDING WITH THE WORK. ALL WORK SHALL BE 8 e 7/8' O TO ® PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE w J DECIBEL # OB9610090E-M WITH ACCEPTED CONSTRUCTION PRACTICES. - z IOo- 0' 2. NOTES AND DETAILS ON THESE DRAWINGS SHALL TAKE 108' 1 EA. PRECEDENCE OVER THESE GENERAL NOTES. a m 6.45 SO FT 3. THE DETAILS ON THESE DRAWINGS SHALL APPLY IN ALL m x CASES UNLESS SPECIFICALLY SHOWN OTHERWISE. WHERE NO z N DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR o x SIMILAR WORK. o ry 4. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE of COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE H zo RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, ry cc TIES. FORMWORK, ETC. IN ACCORDANCE WITH ALL is NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY C3 EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 801- O' 5. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND ui EXPERIENCED IN THE NECESSARY CRAFTS, AND WHO ARE Z COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE Qe WORK. m m 6. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE z x WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, = X CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 2 r" CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND z PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO rj o APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL $ LO WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER o AGREES TO INDEMNIFY AND HOLO DESIGN PROFESSIONAL 60'- 0' HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ,y ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK u ON THIS PROJECT. ¢ a M 7. THE TOWER DESIGN DOES NOT INCLUDE STRESSES DUE TO ERECTION ANO/OR TRANSPORTATION SINCE ERECTION z m EQUIPMENT AND METHODS ARE UNKNOWN, c:3cm x B. TOWER GROUNDING SHALL COMPLY WITH ALL LOCAL AND `v NATIONAL CODES. GROUNDING TO BE DONE BEFORE o N ERRECTION. N J 9. THE TOWER IS DESIGNED TO SUPPORT ONLY THE ANTENNASZ m AS SHOWN ON THE DRAWINGS. THE ENGINEER WILL NOT BE $LZI RESPONSIBLE FOR OVERSTRESS CONDITIONS WHICH MAY OCCUR DUE TO DEVIATIONS IN ANTENNA SIZES AND/OR o 40'- 4' LOCATIONS FROM THOSE SHOWN ON THE DRAWINGS. 10. ALL WORK SHALL COMPLY WITH OSHA SAFETYJ Lu REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF m a EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION z INSTALLATION. C X 11. ALL FACE WIDTHS ARE FROM CENTER LINE OF PIPE. o ^' X J 3 12. STEEL PIPE CONFORMS TO ASTM A53. PLATES, BAR. AND Cvi ry ANGLE CONFORMS TO ASTM A36. STRUCTURAL TUBING ry -- CONFORMS -TO ASTM A -513 -C1020 -DOM -TYPE S. ALL----- LL .- -WELDING WELDINGCONFORMS TO A.W.S. DI.1 LATEST REVISION. ry ALL GALVANIZING CONFORMS TO ASTM A-123 AND A-153 $Lo FOR HARDWARE. 0 20'- 0' 13. THIS PROJECT CONSISTS OF: LuJ INSTALLING (1) DECIBEL #OB9610090E-M PANEL ANTENNA oe u AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTORS. m a INSTALLING (2) DECIBEL #OB9320DG90E-M PANEL ANTENNA ? AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTOR A. x FUTURE (2) DECIBEL #OB932QOG90E-M PANEL ANTENNA N AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTOR C. o N CA (24) TOTAL RUNS OF 7/8' CABLE. N Z rym O L7 s a 0'- 0' S ELEVATION VIEW 5 m r` PROPOSED CINGULAR PROPOSED LINGULAR FUTURE CINGULAR ANTENNA INFORMATION ITEM ® ELEVATION QUANTITY ANT. TYPE AZIM PROX 0AREA LINE SIZE O TO Q 108' 1 EA. DECIBEL #OB9320OG90E-M N / A 6.45 SO FT 8 e 7/8' O TO ® 108' 1 EA. DECIBEL # OB9610090E-M N / A 5.74 SO FT 8 e 7/8' OTO(D 108' 1 EA. DECIBEL #0893200090E -M N / A 6.45 SO FT 8 e 7/8` w 4(/ PLAN VIEW @ 110' ELEVATION SEE SHEET 2 FOR MOUNTING DETAIL I QROE ESSto, ,, rv\41N 7,4-g,,.0 \ f v 2 0.35542 Expires /3 day tu ct'x ENGk 9� OF CALF .i ENGINEER: KARL K. TASHJIAN 2183 S. HIGHLAND AVE. SANGER CA. 93657 LADDER INFORMATION WORK (559) 495-0307 ELEVATION LOCATION TYPE MOUNTING FAX (559) 495-0557 --MOBIL-E-(-559) 284-9707— - — 0-TO-110—--INSIOE---F6"_--— RCE #35542 CARRIER: I CINGULAR WIRELESS 3851 NORTH FREEWAY BLVD SACRAMENTO, CA 95B34 JOB ADDRESS: HWY 70 & HWY 162 488 HWY 70 SOUTH OROVILLE, CA 95965 SITE NO. SA -531 N TOWER DESIGN LOADING WIND LOAD: EIA -222-F 75 MPH, EXPOSURE C. NO ICE U C 1 APPROVALS DATE ASHJIAN TOWER CORPORATION 2183 S. Highland Ave.. Sanger. CoIif. 93557 TAM 02/16/04 TITLE 110' SS TOWER ELEVATION D HWY 70 & HWY 162, SITE NO SA -531 ENG. Ate• SIZE CAGE CODE DRAWING NO. p s -i OD NOT SCALE ORAWING SCALE NONE 4 � 2 SHEET 1 OF 1 1 :m Al uMr��r nc-ei cr`rTnn rm—r- MT 2 ANTENNA MOUNT DETAIL C-) 1 7 1 1 I ID IB PLAN VIEW @ 110' ELEVATION NEI. APPROVALS DATE ASHJIAN TOWER. CORPORATION 2183 S. Highland Are.. Sanger. Calif. 93557 N TAM 05,54/04 TITLE A 110' SS TOWER ELEVATION KED HWY 70 & HWY 162. SITE NO. SA -531 APPD. SIZE CAGE CODE DRAWING N0. REV. ��NEINE S-2NOT SCALE DRAWING LE SHEET 2 OF 2 7 I C C .9 8 7 6 NOTES: UNLESS OTHERWISE SPECIFIED I. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, ITEM ® 1101- ol 1081- o• QUANTITY CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL AZIM PR0J'0 AREA DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF O TO O 108' THE ENGINEER AND SHALL BE RESOLVED BEFORE DECIBEL #089320OG90E-M N / A PROCEEDING WITH THE WORK. ALL WORK SHALL BE 8 e 7/8' OTO ® PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE w J DECIBEL # OB9610090E-M WITH ACCEPTED CONSTRUCTION PRACTICES. — z ¢ 100'- 0' 2. NOTES ANO DETAILS ON THESE DRAWINGS SHALL TAKE 108' 1 EA. PRECEDENCE OVER THESE GENERAL NOTES. ¢ m 6.45 SO FT m 488 HWY 70 SOUTH PART N0. 3. THE DETAILS ON THESE DRAWINGS SHALL APPLY IN ALL X CASES UNLESS SPECIFICALLY SHOWN OTHERWISE. WHERE NO z ^' DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR co X SITE NO. SA -531 SIMILAR WORK. o N ASHJIAN TOWER CORP❑RATION 4. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE ED COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE V1 C3 RESPONSIBLERESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, r" LD TAM 02/16/04 TIES. FORMWORK. ETC. IN ACCORDANCE WITH ALL a A NATIONAL. STATE, AND LOCAL ORDINANCES, TO SAFELY C:3 HWY 70 & HWY 162, SITE NO SA -531 EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. CINGULAR WIRELESS 1 ENG. APPD. 80'- 0• 5. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF Lu SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND p EXPERIENCED IN THE NECESSARY CRAFTS, AND WHO ARE LoZ OD NOT SCALE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS ¢ AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE uo 2 WORK. m m 6. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE z X WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, X CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME ce SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE o cli CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND¢ PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO rv u APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL a ¢ WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER o AGREES TO INDEMNIFY AND HOLO DESIGN PROFESSIONAL 60'- 0' HARMLESS FROM ANY AND ALL LIABILITY, REAL OR W ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORKLo ON THIS PROJECT. < a C0 7. THE TOWER DESIGN ODES NOT INCLUDE STRESSES DUE TO o ERECTION AND/OR TRANSPORTATION SINCE ERECTION = m EQUIPMENT AND METHODS ARE UNKNOWN. C X 8. TOWER GROUNDING SHALL COMPLY WITH ALL LOCAL AND r.' NATIONAL CODES. GROUNDING TO BE DONE BEFORE co rXv ERRECTION. 9. THE TOWER IS DESIGNED TO SUPPORT ONLY THE ANTENNASz `� AS SHOWN ON THE DRAWINGS. THE ENGINEER WILL NOT BE a o ¢ RESPONSIBLE FOR OVERSTRESS CONDITIONS WHICH MAY OCCUR DUE TO DEVIATIONS IN ANTENNA SIZES AND/OR co 40'- 4' LOCATIONS FROM THOSE SHOWN ON THE DRAWINGS. 10. ALL WORK SHALL COMPLY WITH OSHA SAFETY Lu J REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF ¢ m z¢ EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION z INSTALLATION. C3 X 11. ALL FACE WIDTHS ARE FROM CENTER LINE OF PIPE. `„ X J 12. STEEL PIPE CONFORMS TO ASTM A53. PLATES, BAR, AND C3 ry ANGLE CONFORMS TO ASTM A36. STRUCTURAL TUBING r\ CONFORMS TO ASTM -A-513 01020-OOM-TYPE 5: ALL — — - - --- Z — -- - --- - - WELDING CONFORMS TO A.W.S. 01.1 LATEST REVISION. ,,, o ALL GALVANIZING CONFORMS TO ASTM A-123 AND A-153 is Lo ¢ FOR HARDWARE. o 20'- 0• 13. THIS PROJECT CONSISTS OF: J INSTALLING (1) DECIBEL #089610090E -M PANEL ANTENNA ¢ z AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTOR B. m ¢ INSTALLING (2) DECIBEL #08932QOG90E-M PANEL ANTENNA ? AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTOR A. arc FUTURE (2) DECIBEL #08932QOG90E-M PANEL ANTENNA o N AT THE 108' ELEVATION FOR A TOTAL OF 2 ON SECTOR C. o N (24) TOTAL RUNS OF 7/8' CABLE. m z fV O Lo6 O 01- 0' 5 ELEVATION VIEW 5 4 i PROPOSED CINGULAR PROPOSED CINGULAR FUTURE CINGULAR I ANTENNA INFORMATION ITEM ® ELEVATION QUANTITY ANT. TYPE AZIM PR0J'0 AREA LINE SIZE O TO O 108' 1 EA. DECIBEL #089320OG90E-M N / A 6.45 SO FT 8 e 7/8' OTO ® 108' 1 EA. DECIBEL # OB9610090E-M N / A 5.74 SO FT 8 e 7/8' O TO 0 108' 1 EA. DECIBEL #08932DOG90E-M N / A 6.45 SO FT 8 e 7/8' w 4// rI f r PLAN VIEW @ 110' ELEVATION SEE SHEET 2 FOR MOUNTING DETAIL I Q—QF ES SJf\ Tgsy✓� w f>(o.35542 Ir;; °G Ex Tres 3 2005 J], /1 ENG 9TF�FCA ������ ENGINEER: KARL K. TASHJIAN 2183 S. HIGHLAND AVE. SANGER CA. 93657 LADDER INFORMATION WORK (559) 495-0307 ELEVATION LOCATION TYPE MOUNTING FAX (559) 495-0557 ---MOBIL-E-(-559-)-284-9707- -_-0_TO_110,- — INSIOE— --16' INS•IOE— -- — RCE #35542 ll C A CARRIER: TOWER DESIGN LOADING CINGULAR WIRELESS 3851 NORTH FREEWAY BLVO WIND LOAD: EIA -222-F 75 MPH, EXPOSURE C, NO ICE SACRAMENTO, CA 95834 JOB ADDRESS: HWY 70 & HWY 162 488 HWY 70 SOUTH PART N0. OROVILLE, CA 95965 SITE NO. SA -531 APPROVALS DATE ASHJIAN TOWER CORP❑RATION 2183 S. Highlond Ave., Songer, Colif. 93557 DRAWN TAM 02/16/04 TITLE 1 10' SS TOWER ELEVATION A CHECKED HWY 70 & HWY 162, SITE NO SA -531 CINGULAR WIRELESS 1 ENG. APPD. SIZE CAGE CODE CRAVING N0. REV. S-1 p OD NOT SCALE DRAWING SCALE NONE SHEET I DF I 4 I 2 1 31 CI i _ Al UM�vrn.-.i a-rrTnn rn�ur MT: 21 ANTENNA MOUNT DETAIL r, 1 7 C � A IN IN ID B PLAN VIEW @ 110' ELEVATION PAW Nu. APPROVALS DATE ASHJIAN TOWER. CORPORATION 2183 S. Highland Ave.. Sanger, Calif. 93557 DRAWN TAH 05,24/044/04 TITLE A CHECKED 110' SS TOWER ELEVATION HWY 70 & HWY 162. SITE NO. SA -531 ENG. APPO. SIZE S-2 CAGE CODE DRAWING NO. REV. � 00 NOT SCALE DRAWING SCALE NONE SHEET 2 OF 2 � 1 7 4 A! 7., 57 71,11M _10 717 1, ,08 N 61 N 61 1 co to ad nto A4 CO v N /./tea , ' �b'n , i• Co 9j,/ r1i to CIO 0/ z 00009 0 Icer 61 F j o \jC j Z" p a O O Q y, `r.7 �', 0) 47) pko C6 to r6 (0 ca q 0 N © ryO Q) 0) 00 " -,� $.9:�, .. I � -", O v 7 "0 Cv .. 1 1 . 1 J1 ci m W) O 0) , t, o2l 00,009 co q 7 7. 0';r V to to oi .,0 cr) to ci to ci V/ �rji. v,d •.� cn O Q � v Y Y ,,'� �' C\J Co 0,6 OZ TZ c Uj tn C\j CO to 4 qO CL 4,Lu tv Ii Chi 0) (.) . 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