The URL can be used to link to this page

Home My WebLink About041-110-07878 \hh� DON WALLRICHD�'� �/� e/ �r/, • "Y"; 4 N/S Hidden Valley Rd, app 9/10 ` Clark Rd, Paradise Areai Contr: D.L. Const, Chico " 1 Permit#1315-83B,P,E,M(new single family) 41-11-78 )99-83B,P,E(� new private pool) - a.� 5 y� f ` B07-1,980 r 04. -078 MISCELLANEOUS ovtaic Sys Grid WIND TURB RID TIED(W1MI 4139.H ° n N VALLEY RD - _ - - LRICH;DO.NALD'&;JANICE'LIVI• 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 ` ` • "` `. t._,. a INFORMATION; `� ,, " • ' SCOTT JACKSON _: ,PROJECT • _ _ _ Site Address: 4139 HIDDEN VALLEY RD CHICO, CA 95928 Owner: Pennit NO: B07-1980 APN: 041-110-078 ` WALLRICH, DONALD & JANIC DBEH Building Review Fee Permit type: MISCELLANEOUS- $408.93 4139 HIDDEN VALLEY ROAD Issued Date: 10/22/2007 By GLB Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95965 Expiration Date: 10/21/2008 Description: WIND TURBINE GRID TIED(WIND Occupancy: Zoning: U .., ..a. .,r r+ppitcant: square rootage: ST CLAIR CONST CO SCOTT JACKSON Building Garage Remdl/Addn 2560 PARK AVE 2360 PARK AVENUE CHICO, CA 95973 CHICO, CA 95928 Other Porch/Patio Total (530) 894-5590 (530) 894-5590 ` FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Photovoltaic System $408.93 :LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. /Class / Expires ST CLAIR CONST CO 181845 / A B / 8/31/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing wi Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force a effect. X 10/22/2007 Contractor's Signature Date 1. _ WORKERS' COMPENSATION DECLARATION' 1 I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. TAy Workers' Compensation insurance carrier and policy number are; Carrier: STATE FUND _ Policy Number:713-16045-05 Exp. Dale:6/1/2008 (This section need not be completed if the permit is or on' n. hundred dollars ($100) or ess. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, 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. 0 10/22/2007. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDINGAGENCY ' I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Balance Due: Paid: int No: OWNER /BUILDER DECLARATION—, I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: ❑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 Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: �X 10/22/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct'I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal ' injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte' County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prop owner or am authorized to act on the p�erty owners behalf. f/� r S " t I Q " CkSO Y, , 10/22/2007 Name of Permittee ISIGNI Print I nary Owner 1:1 Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE R.EOUIRED AT TIME OF APPLICATION *PLEASE PRINT CLEARLY" OWNER Name. W(U-1 A+M F '5t- CLAk(z' Last Name ('0 ok I rlG "first Naris 6 Q�! U0j 1 Address Zip9 5UB City O r v State E-mail rp 9"r 96 S Phone Fax Fax E-mail Planner CONTRACTOR Name. W(U-1 A+M F '5t- CLAk(z' Address 2.3t'ab Pi°aR.K kVEIJUE. City 04 tcG State CA Zip9 5UB Phone 53o - got y - 55`36 Fax Sao -S`ycf - So 5 t E-mail Lic. # l8 l 8 is I CA'76 APPLICANT NAME ARCHITECT/ENGINEER Name Flood Zone Address SRA City State State Zip Phone Fax S�_�clY"CJOS( Fax E-mail Planner State License Number APPLICANT NAME Zoning Name L V _Q Flood Zone Address '236o PARK Ad1W t) 1F- SRA City , CD State Occ. Zpcj$`f ZS Phone Fax S�_�clY"CJOS( Page E-mail tMMajJ1te�^N4 A&t.. Gnvh APPLICANT SIGNATURE X For office use only: Zoning Property Address `11.38 4W,,,,Vdl/ Flood Zone Cross Street \ �►a�k • Z P.�nl 1 SRA I Yes I No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP BIN # LOCATION AP# 0 _Ig 0 / Property Address `11.38 4W,,,,Vdl/ City ' pruv�l� Cross Street \ �►a�k • Z P.�nl 1 WORKER'S COMPENSATION Policy Number -7 13 — ((ooy 5-oS Carrier NUcosrjf Chi TV- !^UNo> If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: L✓!11 � Ea r 6I v� rr — cl'i -p cl Sq. Footage �9 ❑ Structure Built Wthou ermits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by. Amount: Bldg SP,A Receipt # Sheriff SIAIP Other ther Total V T H : BUTTE COUNTY FEE SUMMARY Printed: 09/18/2007 o 00 7 County Center Drive 3:04 pm Oroville, CA 95965 0 0 0 0'' Department of Development Services 0 o Phone (530) 538-7541. Fax (530) 538-2140 ` you ��r • ' . j , - Permit Number: B07-1980 "'Job Address: 4139 HIDDEN VALLEY RD Contractor: ST CLAIR CONST CO 2560 PARK AVE CHICO, 'CA 95973 E Fee Description Account Number Fee Amount Paid Date Pmt Amt ' DBEH Building Review Fee 0021-540013-4614901-1010. $75.70 09/18/2007 $75.70 DBMSC Photovoltaic System i 0010-440001-4210500-1010 $408.93 09/18/2007. $408.93 ... 484.63 $484.63 Printed By: Tammie Powell ' Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the ' permit: These fe may cha a during the plan checking process.' Signature: Date: 09/18/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from'the.date of approval of the project or from the impostion of the above referenced items during which`you.may request a protest. The requirments ' for a protest are specified in Government'Code Section 66020(a). ' •. ' 1. + , Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.butt&county.net/dds ` PERMIT APPLICATION DATA SHEET � � �•�\��lll////ice • � t' • r Y4f.t' j _ F Reference Number: B07-1980 Date: 09/18/2007 Location: 4139 HIDDEN VALLEY RD By: TMP Parcel Number: 041-110-078 Su ype: Phtovtaic Svs Grnd Owner Name: WALLRICH, DONALD & JANICE LIVI hone: Description: WIND TURBINE GRID TIED(WINDMILL) The above permit application has the following Clearances required prior to pe t issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit appli tion. Yes No DRAINAGE DISTRICTS Thermalito Irrigation District, 410 Grand Avenue, Oroville C 5965 - (530) 533-0 40 ❑ El LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533 000 f City of Chico, 545 Vallombrosa, Chico CA 95926 - (53 895-4711 O. PARKS & RECREA ON DISTRICTS Chico Area Recreation District, 545 Vallombros'pv,"Chico CA 95926 - (530) 895-4711 Sig(iature of Property Owner: FILE Date: 09/18/2007 Durham Park & Recreation District, 9447 • way, Durham CA 95938 - (530) 345-1921 E ❑ Feather River Recreaction & Park Distri , 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 �. Paradise Parks & Recreation; 6626 S ay,, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS 0 ❑ Biggs Unified School District, 30 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District 163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School Di rict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 29 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Di rict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 t Oroville Elementa y School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union igh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Un' ied School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorde copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City o Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Ot er: ❑ ❑ ther: Other: Sig(iature of Property Owner: FILE Date: 09/18/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1980 Location: 4139 HIDDEN VALLEY RD Parcel Number: 041-110-078 Date: 09/18/2007 Owner Name: WALLRICH, DONALD & JANICE LIVI Phone: Description: WIND TURBINE GRID TIED(WINDMILL) Signature of Property Owner: Date: 09/18/2007 FILE Butte County Department of Public Works J. MICHAEL•CRUMP, DIRECTOR q„� T TFp '.. LAND DEVELOPMENT DIVISION O O. Storm. Water Managment Program O O O O 7 County Center Drive o, o Oroville, CA 95965 ; (530) 538-7266 Telephone • (530),538-7171 Fax: "8ClC �yp�►�g. www.buttecounty.net/dds . National Pollutant Discharge'Elimination System (NPDES) Phase II ,Construction Storm Water .Permit and Storm Water. Pollution Prevention Plan (SWPPP) Acknowledgment [LESS:THAN 1 ACRE 1 Reference Number: B07-1980 Date: 09/18/2007 , Location 4139 HIDDEN VALLEY RD By: TMP Parcel Number: 041-110-078 Sub Type: Phtovtaic Svs Grnd Owner Name: WALLRICH, DONALD &.JANICE LIVI Phone:, Description: 'WEND TURBINE GRID TIED(WINDMILL) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore; do not need to apply for a Construction Storm Water Permit from the State of California ' Regional Water Quality Control Board. Phased'projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil°will require a Construction Storm ' Water. Permit from the state: of California Regional Water Quality Board: I am aware that submitting -false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project.that'disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided bylaw. Signed: Date: 09/18/2007 Title: - z: FILE' „ r I R V QK 0 Not OK ' = Not Applicable MOBILEHOMES MISCELLANEOUS = Not Ready + - Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements—Setbacks-Easements Date DECKS, COVERS, CARPORTS,eETC. (Plans) OK except #'s 1. Zoning Requirements—.Setbacks—Easements 2. Soils; Special MH Support—Sketch t' " 2• Footings; Size-Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails r i 4. Water; Location—Test—Easement Needed.(Sketch) 4" Wood Awn.; Posts—Beams—Rttrs.—Connec.—Shthg.—Rfg.—Bracing__ 5. Electricity; Location—Clearances—Grnd.—/' / Amp—Concrete 5. Alum. Awn.-, Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L'10 /"Nat.or/ /"L"ft./ /"LPG, 6. Carports; Windows—Doors 7. Utility Clearance _ 7. Elec. t _ Card -BI Card -BI Date Date Card -BI Date } Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date POOL (Plans) OK except #'s 1. Zoning Requirements—Setbacks—Easements Se cks—Easements 2. Footings; Size—Spacing—Marriage Line oils; Compaction -Structure Stab) ity 3. Gas; MH'Test—Demand—Valve-Connector 3 0l Structure; St —Conne ions—Thic s—DeadtMen—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances lec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector aq-5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 4-6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and -Sewer Connected—C/O to Grade—HD Approval. Elec.; Bond`; Metal '—Circulating Equipment—Heater 8. Gas and Electricity Tagged CO 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg.' f Boxes—Enc losures— Pane lboards—Ins. to Main in Conddit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy ear ent Approval _+10. Plumb; Cir. Test—Water Supply Test Card B-1 Date Card -BI Date Card -BI Date _) Card -81 . Date Card B-1 Date Card -BI Date Card -BI U Date Card -BI Date J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) _ * = r*r Rba6'- . Date UNDERFLOOR Plans OK except#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /'' Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except #'s 57. Smoke Detector _ 14. Water Ht.: Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.L & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels _ 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -81 Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. 67. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except #'s 68. A.C. Duct in Garage -Damper - 20. Fixture & Transformer Clearance -Ins. Protection 69: Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection _ 21. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. - 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes73. Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size -- - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral -]Yes El No 75, Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes []No; Planters ❑Yes ❑No - 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish -- 29. Equip. Clearances; Pane Is-Motors-Mech. Equip. 77, 78. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. - 30. Clothes Closet Light -Shower Light - ---- ------ 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I _ --- Date Card -BI _ Date __- - 81. Ventilation throughout House Card B -I Date Card -BI Date 82, 83. Glass Protection _ Corrections from Previous Inspections Date _ - MECHANICAL (Perrr!it) OK except #'s 31. A.C. Ducts: Insulation &Support 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ _33. Condensate Drain _& Overilow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Card -BI Card -81 35. Attic Access & Platform if Furnace in Attic --- -- -- - - --- - Date--- Card -BI Date Date Card -81 Date Card -81 Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: 36. Sills; Proper Material & Anchors _ 37. 38. 38. 39. _ Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing,__ _ Draft Stop in Walls (rat proof) 40. _Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Purlin -Roof Brat.-Truss-Shthng.-Rfng - Fireplace Ties or Type A Flue -Fireplace Throat 45. 46. 47. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windo_ws_or Exiting Doors -Sill H_gt. & Dimensions__ Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-`2751 •_�- 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 RRECTION NOTICE ILDING OR PROPERTY ADDRESS A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need) additional explanation, 'please contact this office immediately. f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California .95965 - Telephone 916/534-4541 APPLICATIONAND PERMIT PERMIT NO. Zvi ASSESSOR PARCEL NUMB�E�2 /" z°"'"G BUILDING PERMIT OWN EV��_ / I�L7L�/ /LING V/� TELEPHONE SO. FT. OCC. BUILDING VALUATI QO e,70. &0 OWN!!/�/p//�tX/X///FAVI 34,EV V �G—+�/ �. O�VV/W�• CON�TRR'/ACTOR'5 NAME wdo TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDE '�' UNKNOWN Total Valuation $ S Filing Fee $ 10.00, LENDER'S MAILING A DRESS Permit Fee $ r0'0 .fpT QF3,E,IV�".,IN ER �50� /�� 7/MO'�RjT_,E/VNIGI /��O�lo 17 Plan Checking Fee $ , Penalty $ ARCHITECT EER' AILING ADDRESS O/L ES LA JSC- d A//60 Permit fee $ 152, SV BUII,q�G ADDF3/�� nx- ^�n^ �/� �/- /�fj// /�7[�� Al �/w /'/' r PLUMBING PERMIT Fi ling Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 -5 pro LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other P_Rt 000L- SPECIFY Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New [Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ /5t e7 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2:50 NEW CONST.( DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. Z1h�SQft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): F1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) H�I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI.OUTLET 2,50ea NON -REBID BRANCH CIRC ITS. NEW CONSTR POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. Ex. Occu / 20@50C p\o Ts OR FIXTURES 9AL@30 FIXED APP LNS. OR ED EX. OCCUp. OUTLETS (RESID.) EA. 2.00 - Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring oc gv 15.00 ,r ctt7 Permit Fee $ 2,5_, 0.0 Contractor puekw, WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in consequence of the granting of this permit. X %1aYy� �Z— Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ®— An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ oC;UP. GROUP I TYPE of CONST. rP- PAPtL PD ND 199 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OE PUBLIC 41 91� BY PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date /�'"jJ'-.�� tover //3 Receipt No. V e 6 ori WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT '�G/�•a /�'� �PERMIT NO. 1315-83B iP,E e M '\/��-e �✓"0 PERMIT EXPIRES ✓/�/ �� ` ( d OWNER 4WIM DON WALLRICH CONTR. D.L. Construction, Chico ASSESSOR PARCEL 4111-78 •A LOCATION NIS Hidden Valley Rd, app 9/10 mi E of Cla rk Rd, Paradise area Jed r O vI3 - ac z �i Temp. Power Pole Y f' Called PG&E Temp. Elec. Service�� } Called PG&E eiy. x- Temp. Gas Service Called PG&E JOB FINALED'(Date) z Signature a J _ OK 0 • Not OK - = Not Applicable MOBILEHOMES MISCELLANEOUS _ .Not Ready Date MOBILEHOME UTILITIES (Plans) OK except #'s 1• Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s ' 1. Zoning Requirements-Setbacks—Easements 2. Soils; Special MH Support—Sketch _ 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/O—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing-Stairs—Rail's 4. Water; Location—Test—Easement Needed (Sketch) 4• Wood Awn.; Posts—Beams-Rftrs.—Connec.—Shthg.—Rfg.—Bracing_ 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /'1L"ft./ /"Nat. or/ /';L'"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. , Card -BI Date Card -BI ,-.�'t?Y Date Y Card -BI Date Card -BI Date Card -BI Date Date Card -BI *Date MOBILEHOME INSTALLATION (Plans) OR except #'s 1. Zoning Requirements—Setbacks—Easements 1 Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks—Easements ' 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4• Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector _ ,,5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test—Regulator—Connector 7. Water and Sewer. Connected—C/O to Grade=HD Approval 6. Elec.; Enclosures; Conduit Entries-Terminals—Listed 7• Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater-'j, 8. Gas and Electricity Tagged 8.' Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool.Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.7-Sketch 10• Cert. of Occupancy 9. Health Department Approval .10. Plumb;,Cir. Test—Water Supply Test. Card B-1 Date Card -BI Date Card -BI: Date Card -BI Date',-. Card B -I Date Card -BI Date Card -BI 'Date Card -BI Date J = OK 0 Not OK — = Not Applicable Not Ready t RESIDENTIAL'(Sin'g.le and Duplex) = Date UN FLOOR Plans OK exce t#'s Date FRy4(Continued) Ar Zoning requirements-Setbacks-Eas ents 4VPrppt<rty Line Firewall & Openings t , Main; Soils-Steel-Elec.A nd,- /1,5/" Ftg. Depth 4 x oo One 3' -Check Garage -3rd story, 2 exits i age; Soils -Steel- / /" Ftg. Depth 50 tai ; Width -Headroom -Rise -Run -Landing -Fire Protection t ., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51 lywood on Roof Overhang -Attic Vents -Rafter Outriggers to alls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6 alts, Garage; S I-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7VP' s-Firepl t). -Steel 54.GI 'ng Area -Glass Protection -Skylights -Plastic _ - .W.V.: Fall -Fittings -Test -2 way -C/ Sewer- st hear Walls; Nailing -Bolts 9. Ga ipe; Size -Anchors 1 ater Pipe; Test-Anchors -Reg uIato 11. E frit; Underground 12 len & Ducts; Clearance -Material -Support -Ins. 1 rders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI pate Card -BI Date Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -81 ate Card -BI Date �-']� = Date FINA (Plans) OK except #'s Card -BI to - Card -BI to Date PLUMBING (Permit) OK except #'s E t. Steps -Door & Sidelight Protection -Landings Smoke Detector 1fl er Ht.; Ve s - ustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In G rage; Above Floor-Ducts-Mech. Protection (��_ `v Water T ail Protection -Nail Protection edroom Exiting _Anchors 1 tower Pan; Test, First Floor -Tub Access _•I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels _ 19. Gas Pipe; Size & Anchors airs & Rails §8 iyeplace or Stove; Clearances=Hearth 44 Card -BI ate Card- Date7-- lec. Outlets at Wood Panel; Int. & Ext. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -81 t Je, ft Card -BI Date Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. ge Fire Door; Swing -Landing -Closer Duct in Garage -Damper 20. Fixture & Transformer Clearanc I -- tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. ProtectioA � Tlec. Receptacles Spacing -Lights & Switches at Doors Plb., Elec. & Mech. Equip. Listed for Location 262" -Size Boxes & No. of Conductors -Stapled Ie p. Receptacles in Garage; (G.F.I.)-Romex Protec. Romex Installed Close to Edge of Studs & C.J. ---- _ 24._ Ground made up w/Mech. Fasteners -Bond Gas & Water nsulation-Foam-Looked in Attic ❑Yes ua�ai's & Deck Construction -Post Caps 2 Appliance Circuits in Kitchen & ductor Size — dn. Venis & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor es 26. Subfeed Wire Size/ ga. Cu o A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, InI Iated Neutral Dyes [I No 9k_ Following instld.: Drive ❑ No; Walks es j] No; Planters ❑Yes No _ 28fa-Riser Conductors & Ground -Main Disconnect - _ 29!(!Se �ysr(f Clearances; Panels-Motors-Mech. Equip. -76, Stucco; -Brown -Finish Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Clothes Closet Light -Shower Light ___-- _ _ &a - Tents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. —_ —_ Card B -I _ate Card -BI Date Card B- Date Card -BI Date Date MECH IC .L (Permit) OK except #'s ater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground talion throughout House lass Protection _ KP;f®rrect from Previous Inspections V. as lagged; Gas -Electric A .Ducts: Insulation & Supportter & Sewer Connected -C/O to Grade -HD Approval 3 Vent Fan; Exhaust above Insulation 2t,_Lrr6'rgy Compliance Certificate -Other Certificates _ 33. Condensate Drain _& Overilow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 335.. Attic Access & Platform if Furnace in Attic --_---�-Y/— Card -BI �I Dat(J� Card -BI I_ Date Card -BI Date Card -BI Date Card -BI Date and -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMI Plans) OK except #'s Comments at Final: it roper Material & Anchors -36 37. Studs -Nailing, Spacing _& Bracing -Plates -Sound 38 Bp ng Walls over Girders & Floor Nailing__ :,D`rg1K'Stop in Walls (rat proof) _ _39 _ 40. S ops; Furred Ceilings -Stairs -Chases -Tub 41. der & Beam -Size & Bearing 42. Ha s -Post Caps -Anchors- nnectors 4 Ing. Joist-Rftr. Ties- ur -Roof Brac.- russ-Shthnq.-Rfnp. _ 44. Fireplace Ties or Type Flue-Firg�JELr��jF��v is ss: Size &_Romex Protection -Draft Stop -Ins. Baffles 41 Windows or_Exiti_ng Doors -Sill Hgt. & Dimensions _--_ 4 Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) r , Yt Pj „ r.:. , , , tom'_ �• ,t .. E OF i1M, C� M r rT-1 CER" IFICATE OF CONFORMANCE HE UNDERSIGNED' MANUFACTURER HEREBY CERTIFIES that.the products, identified below and'on attached sheet's Nos.. are marked with the Collective Mark of the'AMERICAN.INSTITUTE OF TIMBER -CONSTRUCTION (AITC) and ' were manufactured in conformance with `..applicable provisions of t U. S. Product Standard PS 56-73, for Structural Glued Laminated Timber; and that such manufacture has been at our plant in Drain, Oregon ,.which.plant has a quality control system approved by the inspection Bureau of the AMERICAN INSTITUTE�OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The "manufacture 'of these 'membeks complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: SegUcia $apply JOB LOCATION: Fairfield, CA cusTOMER'SORDERNO. ' PU;i 90-15110 -DATE 3-30-83 MFGR'SORDERNO. 3093-3 t. 2.4F -V3 DF. WP' Glue, Arch'. AT)U c . Indy . Wrap. t SIGNATURE '-�!Z /i%'L1 G`'""` �COMPANY ' Duco—Laz i Inc. ' "TITLE. utility ('onI .rO.l Di DRESS Box' 277' Drain, Ott DATE April 26, 1983 A/ TC HEREBY CERTIFIES -that the said company at its said.plant is licensed by the AMERICAN" INSTITUTE 'OF TIMBER CONS T.RUCTION to use the AITC Collective Markin respect of products; which, comply with applicable. provisions of .said. Standard, that the adequacy of the quality control system in effectat said -plant is periodically inspected and verified by the Inspection Bureau of "the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that,,in thejudgrrient•of\the under- signed,. said company is capable of'complying;with applicable. manufacturing and testing provisions of said (Standard in'fespect of products.'manutacturerd at'said. plant. Conform•an.ce with the,Standard in respect of any speci#ic .or particular: product -Js the''sole responsibility of the manufacturer;--AITC's guarantee hereunder•bein.g that. the said, company is qualified to produce a product meeting.,the said Standard and 'that its plant is periodically inspected and verified by the AITC Inspectiori Bureau. 11 IA1TC Certificate 'N.o. A 6 (0 8 `� t f , Signed for AMERICAN -INSTITUTE OF; TIMBER -CONSTRUCTION ' p r �RUsse!/ P W�bbens + ` Jack Minneci ; h, fxecutwe V c' e',Piesidenr r Director, Inspection Bureau f ai ; +:. • :.y a tl � . .. ,. INSTITUTE OF TIMBER CONSTRUCTION t' RITC FORM IBCA . S r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO.: A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i Inspector__ __ Date J7 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 • 7 County Center Drive, Orovi Ile — Phone: 534-4541 ti Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57' ; CORRECTION N•OTICE . �.- 7 BUILDING OR PROPEF TJt' AIDDRESS* A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify thii "office . when correction of work is completed. If you have any question pertaining -to this 'please matter, or need additional explanation, contact th.is'office immediately. aC� 4 4. D' a .4� ' r r Al 4�116 :, r .. Inspector ' Date i 4..k RESIDENTIAL ENERGY CONSERVATION f ' I ` CONSTRUCTION IF ICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED 'IN CONFORMANCE WITH CURRENT ENE•RGY.CONSERVATION REGULATIONS r.1 AT an R d . (location), BUILDING PERMIT NO. 3/, ; R01 A . P 'NO,q1-11-;76 irlc r v11.11vw tivu ntivz tsnnly IDIZUALLr,L Ab rhK ,A/YYKUVhV- YLAN5 (Check each item or write N/A if,.no&' placable) INSULATION: GLAZING: Slab Edge Single Glazed Fdn. Walls Special (Insulated) Floors R11 CERT. & LABELED WDS .�, Walls R13eR19 & SLIDING DRS.,/ Ceiling/Roof R30 WEATHERSTRIPPED DRS. Ducts BACK DAMPERED FANS Circulating Pipes INTERMITTENT IGNITION D � ES APPROVED HEATER �_ CERT. APPLIANCES APPROVED WTR.HTR. Y T. ' r ''4.... , I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLEW IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. , Insulation Applicator Name LOOwkn ' (1S`til.at.ioiZ 00,. a (pleas print) Signature of � Insulation Applicator State Contractors License No. A`5Z2.518 General Contractor/Owner Name ) S iplea in`gnature of _ General Contractor/Owner i � ate State Contractors License -No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO_ . REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. m . .i z i 4..k RESIDENTIAL ENERGY CONSERVATION f ' I ` CONSTRUCTION IF ICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED 'IN CONFORMANCE WITH CURRENT ENE•RGY.CONSERVATION REGULATIONS r.1 AT an R d . (location), BUILDING PERMIT NO. 3/, ; R01 A . P 'NO,q1-11-;76 irlc r v11.11vw tivu ntivz tsnnly IDIZUALLr,L Ab rhK ,A/YYKUVhV- YLAN5 (Check each item or write N/A if,.no&' placable) INSULATION: GLAZING: Slab Edge Single Glazed Fdn. Walls Special (Insulated) Floors R11 CERT. & LABELED WDS .�, Walls R13eR19 & SLIDING DRS.,/ Ceiling/Roof R30 WEATHERSTRIPPED DRS. Ducts BACK DAMPERED FANS Circulating Pipes INTERMITTENT IGNITION D � ES APPROVED HEATER �_ CERT. APPLIANCES APPROVED WTR.HTR. Y T. ' r ''4.... , I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLEW IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. , Insulation Applicator Name LOOwkn ' (1S`til.at.ioiZ 00,. a (pleas print) Signature of � Insulation Applicator State Contractors License No. A`5Z2.518 General Contractor/Owner Name ) S iplea in`gnature of _ General Contractor/Owner i � ate State Contractors License -No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO_ . REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO/ �- 7 County Center Drive - OrovillerCalifoMia 95965 - Telephone 916/534-4541 / t APPLICATION ARID PERMIT ASSESSOR PARCEL NUMBER - - ' I..._ ZONI G �j• BUILDING PERMIT TEL PHONE IONow SQ. FT'. OCC. BUILDING VL AT r - " 0 a OWNER'S MAILING ADDRESS Ju CO ACTOR'S PffME ITELEPHONE CO ACTOR'S NG ADDR SS �■. - • '� . Fireplace Sr� ' CONSTRUCTION LENDER UNKNO N`, -Total Valuation $ - Filing Fee $ 10.00 LENDER'S MAILING ADDRESS `Permit Fee $ ACT ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 19M 11M Penalty $ ARCHITECT OR ENGINEER'S MAILING AD R Ss - - Permit fee $ BUILDI G DDRESS , 4- A^ n S/j V PLUMBING,PERMIT Filing Fee 10.00 Each Trap 2.00 MOD Solar.Water Heater 20.00 , i .S Ye Water piping ' 5.00 , LOT NO. SUBDIVISION NAME - .P R EL MAPS--� Each Qas water heater Or vent 5.00 — `(J Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE Building sewer 5.00 --� SF L7 Duplex ❑ Mobi lehome ❑ Other Mobile Home S I G I W 10.00 e SPECIFY TYPE OF WORK Permit Fee $ b r New Addition Rem , el❑ Utili ies❑ Installation❑ OtherEJ* Contractor Descr' ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10 00. 1 - Main service EA. ADD'L 100 AMP 2.50 , NEW CONST. DWELLIN L? 2'�2QSgft OR ADDNS. � ACC. BL �j CONTRACTORS LICENSE LAW NEWCONSTR ULT' -OUTLET 2.50 ea ' I declare under penalty of perjury (check one): r NO N.R ESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &') . ■ NON-RESID. `SINGLE OUTLET CIR. / I am licensed under provisions of Chapt. 9, Div. 3 of the Business , Ex. Occu / aAL@30 P\o Ts OR FIXTURES and Professions Code -and m license is in full force and effect. y FIXED FIXED APP LNS: OR DAL®30Q . � License No. Classification Ex. Occup. OUTLETS (RESID.) EA.) 2.00 —1 2 Temporary service ❑ I, as the owner, or my employees with wages as their sole compen- 10.00 sation, will do the work;and the structure is not intended or offered Mobile Home Facilities 15.00 for sale. (Sec. 7044) Misc. Wiring 15.00 ❑ ' I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) , ❑ I am exempt under Sec. Business and Professions Code Permit Fee $ for this reason - Contractor. MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE., I declare under penalty of perjury (check'one): Heating1.1 Do ❑ . The permit is for $100.00 (valuation) or less. S ' Lei have placed on file with the County of Butte Building Department Cooling/ so ` a Certificate of Workmen's Compensation Insurance. or a Certificate of Consent to Self-Insure.'C� Hood 3.00 ❑ I shall not employ any person in any manner so.as to become subject, Ventilation S .3 9,0v .0a to the W. C. laws of California.. Notice to Applicant: If after making this,statement, should you become subject permFee $it to the W. C. provisions of the Labor Code, you, must, forthwith comply with such provisions or this permit shall be deemed revoked. Contractor - 1 certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws -relating to building construction, and hereby authorize representatives of the County ot, Butte to enter upon the above mentioned property for inspection purposes. TOTAL PERMIT FEE $ I al a to save, indemnify and keep harmless the County of Butte against all liabilitl s, ju nts, costs, and expenses which may in any way accrue" Occup GROUP TYPE 01- CONST. 141PARCWT P,D D SSU q V ag inst said Cou i con a uence of the granting of .this permit. This permit is hereby issued under the applicable provi- X - Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner LJ' Contractor ❑ Agent ❑ _ work indicated above for which fees have been paid. An OSHA permit is required' for excavations over 5'0" deep and demolition or construct" DIRECT PUBLIC WORKS ion of structures over 3 stories in height. ' By Date�17 �� Receipt No. t� P 3/ WHITE-D.P.W., YELLOW-ASSESSOR,PINK-INSPECTOR, GOLDENROD -APPLICANT - ■ IT EXPIRES Date f NOT COMPARED WITH - Return to DPW QRLGLNAL D UMENT•' OFFIC;AL RECorDS AGRICULTURAL STATEMENT OF ACKNOWLEDGEME�� BUTTE COUNTY-C9(.I,,t WALLRICH FOR RESIDENTIAL DEVELOPMENT (iE C'OR0S REou4 rr B} 9695 King Road, Lobmis, Ca. 95650 COMMONWEALTH TITLE CO. Section 26-8.1 of the Butte County Code requires this acknowledgement MAY ZQ �i j2 AM 1903 be recorded prior to issuance of a building permit. fLEANOR,M BECKER The property described herein is adjacent to land or included 'CL8PFK RECOR(}E8 within an area zoned for agricultural•purposes, and residents of 83-i ssi� FEE this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including,- but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established. agricul- tural.zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCF.T. nNF. Being a portion of Sections 14, 15, 22 and 23, Township 21'North, Range 3 East, M. D. B. & M., more particularly described as follows: Parcel 3, as shown on that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on December 15, 1980, in Book 81 of Parcel Maps, at pages 10 thrqugh 14. PARCEL TWO A 60 foot non-exclusive public easement for ingress and egress and for public utilities as shown on said Map as Hidden Valley Road, on Parcel Map recorded December 15, 1980, in Book 81 of Parcel Maps, at pages 10 through 14. Date: f / 7 z�O SE p TRUE CER1T1F_? RRECT COP A Common""of`� Butte FouSit IN c Escrow o State of Calif orn'a On this the 19tday of May , 19 83 , Butte ) SS. before me, the undersigned Notary Public, personally County of ) appeared Donald R. Wallrich and Janice G. Wallrich -, y OFFICIAL SEAL � 1 ' VIRGINIA I (�^.C::!n0 ' NOTARY PUB. IC %'.IFORIuIA ;y, My comm. expiies PN 4, 1995 A/P 41041-11-0-078-0 Escrow 41100104 -CE Present A.Y. NO are known to me to be the persons) whose name(s) subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notar1v Public RESIDENTIAL PLAN CHECKING GUIDE E(S.F., DUPLEN„ & MISC. ONLY) Bldg. Permit # OWNER �CL'Y�n A. P. A . GENERAL ��- / d . oning requirements (sideyards and parking). . i� Valuation. ,- Z :.� Signature by R.C.E.'or Architect (if required). B;': PLOT•PLAN omplete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C. FLOOR PLAN ,.Y Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). 4.' Allowable glazing for energy'requ.irements.(20% max. per.State law). .'• Human impact glass (Sec. 5406). ' f Required room sizes, ceiling heights (Sec. 1407). !` G.F.C.I.'s-in baths and exterior outlets (Sec. 210-8). '_,:y8 Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. + Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. x Garage firewall, door size, and closer (Sec.'503(d)(4)). 3'0" exterior exit door (Sec. 3303d). Fireplace location. j:3 -'Smoke detectors (Sec. 1413 . D ;:'STRUCTURAL DETAILS Foundation plan complete.,enough to construct building. Floor construction details, complete enough to construct building. levations and wall construction details complete enough to construct building. qRoof-construction details complete enough to construct building. sfireplace construction details and calcs if over one-story in height. ufficient data and details to satisfy energy insulation requirements (State law). 'E., MISCXLLANEOUS ITEMS TO LOOK OUT FOR CC plywood on exposed locations and'overhangs. M' �tairway details (Sec. 3305).: guardrail details (Sec. 1716). $rick'or stone veneer (Chapter 30). .Exterior plaster - weep screeds (Secy. 4706 & 4708). sC� Proper roof pitch for roof covering (Chapter 32). . after ties or bearing ridge beam. rage door or porch header sizes. Ldequate bracing.• iving area over garage, -•complete 1 -hour separation required including supporting walls.and posts; etc. Two (2) exits on three-story dwellings (Sec. 3302). ,. } 2n1/E'W t� _i 41 From the desk .of s f� ' �T?/ov Y l L " MEMO " • :� $ � �' � _• � - ,; { To � ; �- - � a(). CDyl1l TY•UIC.QI1 ��3PT f i a j / w '� ' - •Re...._.�4cJ�...r~.�....��p�UC?M.�.�.:e�s,�.DENC�'..,..,,,,,, _:4 :. i• y=� i` _ , + adt�Cl!�i4L�-Gl ` ,, t - �i 1 JACK BURMAN. • - • � , •1� �- _ � '� �` :..a. ]; 4 • & ASSOCIATES' ' _ �= 4, .. ,, ; ; .: �,. ' '%,TM!4:g.3. g .Q ,. } Jack Burman & Associates ,e 1919 Mangrove Avenue • Ch'icoo, 95926.9 (916)'343-6663, 2n1/E'W 41 s .},• i a ! / w ]; 4 . 1. •'�: .�. `s - 7 }. ., - ..k """' r J. r' .>. ............ .......... ....... _,....".,...... ` 4 - 14 ,,.,...•::.....,... ............................,...........�................ a ..,� ...:..., iii j _ �3 - z. .-�;y, �{•' +a` !C =r^%: - Y)j! 'vwy t �.' �,�,'.a..a••.."�. �•.'��i-�� _..*_a. �* fa-z-.�=.�•i. y ;r^: ��•� _-_ -' r^ .F ` • +# S ° - i Ili } w lCC ) .. ...�«...,...w. .. ,..................... ....... ........ .......,.... ..w......,.............,.. � t t' .,. ......................... ...... .__.,� �mm c 4 r z ... �;: .. . _. ... .. i '� F• I.. A � C G � i C( • .' . Jack Burman & Associates ,e 1919 Mangrove Avenue • Ch'icoo, 95926.9 (916)'343-6663, JACK BURMAN & ASSOCIATES From the desk of: To: 607-M 60UAI/7-! 901L01,V y QE:PT Re :—?= V� {�E_�J�20vM _N/�ESI J�CiVC� — BVICDiA! A_ ........... 1_......._7o_TA.c:.....C�..q.� iv... ._............................. .... _..__._...._..__w.. l FE. ENGE l�V�[�C BE M -A ._.UP.....4.s..,......_: ocl�owf 17AIAY83 Jack Burman & Associates 9 1919 Mangrove Avenue • Chico, CA 95926 • (916) 343-6663 ST/�r4 ........ ... ... ..................... .5!41 �NC7 S ,2 doM1N... .......:............_._._S_�zE....... .... _ _ M,4Rcs ................................ _... ........................... _.... (....?)_ ...._..................._.__.._ 9a� 8 ..(.?) _ _ . _'� .................. _.__. _._ -�-_10.0.2. -F-I..xEo_....._...RIC_..__.............................. tM Wt M4}srMe .w8/,e......................:/...0..0 6 8 ..M.._.:......._.......... 0 _8 - ._._.............................C.'?_ _✓ _ ......: __..___.............._. �. �Nc . i.......... ............. /0..06.8 __ ...:........................... .. 068—..___... ............................. .....C7> ✓..._........... _................ :_._. ._..r.._....__.._ ...............2—.— CA H. 2 OZo I XE.D................. Clv.) ENTRY . Sp c .................. 45� M. ._...._..................... R�I� OYE..,....................... ..... .._. .w w(_34-..................... EJ�tOv� q.KE..._.1/iNAtiws .............. ........_._ _.._._...._ ................ ....... ...._.. _ _.,.............................. ....._...w..._._............................ ........................ ...... . Jack Burman & Associates 9 1919 Mangrove Avenue • Chico, CA 95926 • (916) 343-6663 BUILDING DIVISION COUNTY OF BUTTE - DEPd141-MiNT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538- 541 AGRICULTURAL BUILDING EXEMPTION PERMIT NO. c� J? Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO./ D ZONING OWNER1 eC oall PHONE NO. I , L_— OWNER'S,A` D S I lEl C' R t/ LOCATKW OF BUILDING t� Wl USE OF Biq ILNG Aar% �0 7 -, ic- 7 --- An o� C2 P ri r r a e- ra Y' el I n,16L C, SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME n ySTEEL CONCRETE OTHER (Specify) TYPO SIDING �e— ROOF C VERING FLOOR TYPE o o6q r ✓1 ESTIMATED COST OF CONSTRUCTION $ (0000 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: , FRONT � �{wd-� SIDES REAR ��-b AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date �— <Z90 ^ �3 Permit Fee — $50.00 Receipt No. Signature of Owner The above describertf o Building is exempt from a building permit. F- FLOG PARCF,l� P.D. i ROOF ISSUE ,, I Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant n.•-�+�/ r'. �' '3-r�'1 �'. ..ti .a., � �... J"F''n' +r +'?�'- l��/j�irK.i,�s 1"+'"0.1v�;. 14,. COUNTY OF BUTTE -DEPARTMENT 6PDEVELO�PMENTSERVICES - BUILDING'DIVfSION �y >OWNER _ Proposed At time of 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 53541 P RMI E T APPLICATION DATA SHEET 0 r ;e --A A. P No. C 41 - 40 - OA? Building Inspector6A6 -Date O I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items, have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered: plans and calcs, 3/4 sets, with wet signature on plans. ............. 5.. Hazardous Material Form . ...........................': ................. 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ - . .......................I .................. 11. Impact fees as shown on attached schedule. ............ r ................ k 12. California Department of Forestry plan approval/fees. ....................... . t13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit ..... . 16. Plot plan and,business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. ... . Prelri pedion n:quew 20. Pre-inspeetion. for required. . to Building Inspector (Date) 21. Contractor's license.information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given'to owner , Mail to owner .......... . 24. Recorded -copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ...... ............................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of. intent on building use . ........................................... 28. Mobilehome utility clearance . ...................................... s.... . 29. Documentation of legal access . ...................... .......... i..... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed Viand (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. '..................................... . 32. Plan check list . .....................................: . .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pi ku at office. Deliver with inspector. Other Parcel Creation _ Acreage Applicant "GG/'�'Date Copy of Haz-Mat form sent Health Dept. Fire Dept. (,Z Air Pollution Date Copy;ofjpIans sent' Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance:=(Ci clenew item not checked above). 1. Index permit for above items No. +r 2. Additional items required:' Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by -Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works Robert A McGhie ` Structural Engineer 4205 Anjou Court (530) 891-0903 Chico, -California 95973 FAX (530) 899-9817 September 17, 2007 ` - ep qTJ.F vi ONIS1 A Butte County Building Department��,� 7 County Center Drive Oroville, CA: 95965 (011 - RE: Building PermitApplication for Wind Generator To be located at 4139 Hidden Valley Rd., Oroville, CA 95965 Dear Building Official:. - At the request of Evergreen Development and St. Clair Construction I reviewed the attached i `. TowerAAnalysis for a Southwest Windpower, Inc. 70 foot Wisper 175 wind generator. The analysis J was prepared and signed by Perry G. Wood, a Registered Mechanical Engineer in California (No. 31808). The report, designated is Report #00010, ,consists of Mr. Wood's analysis, Southwest Windpower, Inc.'s Wisper 175 Foundation details, a COSMOS M computer analysis and a Southwest Windpower, Inc. installation manual for the Whisper 175. These documents and analysis show'that the tower and foundations will comply with the present 2001 California Building Code requirements if constructed according their requirements. If you have any questions, please do not hesitate to call me. Sincerely, aoFESSI D. Mc -C Fyc a, No. '$ 2320 4 Robert D. McGhie CTV�P� \Q 3 TF OF CAUFO�a ' winaPow«a.wPa Expires Dec. 31, 2007 BUTTE COUNTY ' SEP 18 2007 ` DEVELOPMENT SERVICES ='CO - RECEIVED _...__ .00T -2 rt1� ,jam Southwest Windpower, Inc. n 00n - Report #00010 � D N m (; co =Y QNp(j 6 Southwest Windpower; Inc. 70' Whisper Tower Analysis k10/20/2002 ®� • Olt 1. 16 -7 F cc 80.31808 9A or cau4 1. Introduction: The following analysis covers tower stress and anchor loads for the Southwest Windpower H175 turbine tower due to wind loading. The tower is built from 5.5625" OD schedule 40 steel Pipe. The analysis covers the 70 ft tower. The construction of this tower can be seen in Fig 1. Wind Drag on. the tower was calculated with the use of the 1997 UBC standard table. H175.turbine and electrical cable wt. is2401b and the thrust load at 100 mph is 800 Ib. The analysis is static only. FEA analysis was used to determine the support point reaction loads and tension in cables. The analysis and results follow. 2. Analysis Guy wire diameter .313" i Tower bottom section dimensions OD=5.5625" Tower top section dimensions OD=5.5625" Thrust'Load from the turbine at 100 mph wind speed = 8001b , The purpose of the analysis was to determine: 1. The factor of safety for the most heavily loaded portions of the tower for the given wind speed 2. Compliance with the 1997 UBC column loading requirements for the given loads. 3. The guy cable loads to determine support anchor loads. 4. Reaction loads at the tower base to support requirements. Quantify loads ' Wind speed= 100mph Turbine thrust=800 lb. Mass of Tower =.1020 lb. Wind Pressure Ref UBC 1997 Section 1613 Exposure D was used as it represents the most severe exposure. Definitions: Cecombined combined. height, exposure and gust factor coefficient Cq pressure coefficient for the structure or portion of structure under consideration I,pImportance factor , P=design wind pressure %=wind stagnation pressure at the standard height of 33 feet The 1997 UBC design wind -.pressure equation: P=CeCggswv Q '510 'No, 318.08 � Esp�� •fir . sr AFCHO��a n�`� � 1 .... .. .,:mak .. r. 1. Introduction: The following analysis covers tower stress and anchor loads for the Southwest Windpower H175 turbine tower due to wind loading. The tower is built from 5.5625" OD schedule 40 steel Pipe. The analysis covers the 70 ft tower. The construction of this tower can be seen in Fig 1. Wind Drag on. the tower was calculated with the use of the 1997 UBC standard table. H175.turbine and electrical cable wt. is2401b and the thrust load at 100 mph is 800 Ib. The analysis is static only. FEA analysis was used to determine the support point reaction loads and tension in cables. The analysis and results follow. 2. Analysis Guy wire diameter .313" i Tower bottom section dimensions OD=5.5625" Tower top section dimensions OD=5.5625" Thrust'Load from the turbine at 100 mph wind speed = 8001b , The purpose of the analysis was to determine: 1. The factor of safety for the most heavily loaded portions of the tower for the given wind speed 2. Compliance with the 1997 UBC column loading requirements for the given loads. 3. The guy cable loads to determine support anchor loads. 4. Reaction loads at the tower base to support requirements. Quantify loads ' Wind speed= 100mph Turbine thrust=800 lb. Mass of Tower =.1020 lb. Wind Pressure Ref UBC 1997 Section 1613 Exposure D was used as it represents the most severe exposure. Definitions: Cecombined combined. height, exposure and gust factor coefficient Cq pressure coefficient for the structure or portion of structure under consideration I,pImportance factor , P=design wind pressure %=wind stagnation pressure at the standard height of 33 feet The 1997 UBC design wind -.pressure equation: P=CeCggswv Q '510 'No, 318.08 � Esp�� •fir . sr AFCHO��a n�`� Wind Pressure Ref USC 1997 ° Exposure D Ce := 1.88 -(taken along full height of tower) Drag coefficient (C� on the tower is found in table 16H UBC 1997 and is equal to:. i Cq - .8 , Stagnation Pressure (qs) at 100 mph per table 16F UBC 1997 is equal to: lbf q,:= 25.6.— ftz ' Importance factor is found in table per table 16K UBC and is equal to: i P:= Ce Cq•gs•IW P = 38.5021bf The projected area on the tower is equal to: Aprojected�Htower6Dpipe •'tower :='70•ft Mpipe := 5.5625•in ` "Projected Htower•ODpipe ! Aprojected = 32.448 ftz Wind load on 5.5625 in portion of tower is equal to: ; Lwind : = Aprojected•P Lwi d = 1.249 x 1031bf " QAOFESSIpy The projected area of the guy wire is equal to:. A� ' °9uy=L9uv0D9UY a :'No. 31808 a •�50ro5 OF CAI�Ed No. 31808 �' Of AL�� Tower Forces a. Point of Maximum Moment 1. Max. Moment in tower: ` Mtow== := 73760•in•.Ibf (Element 9) This occurs at the top guy wire attachment 2. The axial load at this point Ftowemi := 240-lbf 3. The stress due to bending in this area: Gbending := 13310 -psi 4. The maximum shear force: xn.:= 924.9•Ibf 5. Margin of Safety: 30000 -psi FS := osteal r G bending FS = 2.254 b. Point of Maximum axial Load 1. Maximum axial load: P:= 4238.1bf (Element 1) 2. Moment at base:My 0•in-lbf MX :=-29010-in-lbf Highest moment in lower section ' 3. Stress due to axial load: Glower := 967.8 -psi 4. Stress due to bending: abendinglow« := 5234 -psi 5. Margin of Safety: ' FS Ql tow« Glower + abendinglower FSlaw« = 4.837 i . .. EES51p�,��c No. 31808 sf4�fCNAN�LaO��• FOF CAGE c. Buckling in lower section of tower is reviewed for compliance with UBC 1997 chapter 22 div VII: - D:= 5.563 -in t:= 263 -in I+PiPa := 21 -ft D = 21.152 441 "E/Fy=441 t radius of gyration: rp;� := 2.781 in ; •s A 1C rP1Pe4 7C \rPiPe _ t)4 . "e :_ 7C-'rpi 2 PC — 7C \rP1Pe - t)2 + 4 4 k :_ = 4.378 in 7C -rPiPe2 _ x - (rPipe — t)2 4 4 f, l,,1•rPiPe 7C (rPiPe — t) 4 4 k = 1.876 in I = x15.405 in4 Slenderness ratio: ' S,a ;_ I -"P° k. Sratio = 134.344 134.344 < 200 ` P = 4.238 x 1031bf E:= 30.106 -psi ., Modulus of Elasticity for Steel Kfaatm = 1 Effective length Factor. , LP;Pe = 21 ft Un -brace length of member Fe 7CC2E CKfaetor'LPiP.I2 k ) Fe= 1.641 x 104 psi �oQ�pFE5SJ0 Fe Pa := Q 1.92 No. 31808cc P — 3.741 x 104Ibf P, C A t,A��F��\� a steel P..:=A.- 1.92 Pao= 6.841 x 1041bf Pmoaified := P .75 ^ Pmodified = 3.179 x 1031bf MX = 2.901 x Iein•lbf Section Modulus: Se:- I rpip. Se = 5.539in3 M.:= Se'asteel' Mn = 1.662 x 105 ili-lbf Mn Mmax := M,,. = 9.951 x 104in•lbf 1.67 Mumodified':= Mx -.75 Mxmodified` 2.176 x .104in•lbf My = 0 in•Ibf Mn M := M 9.951 x l04 in lbf M" ay .. 1:67 Mym«liscd := My' --75 My = 6 in•Ibf 2 1 Po, := I Pte. = 7.183 x Ile lbf (Kfactor'I'pipe)2 �.. ` ECSSIp P ` a,:=I — 1.92• ax— 0.887 cr P 1 1 –1.92.— ay = 0.887 Cr_Na 31808 Eap. -c05 ;Day:= Per /t Cm := 1 1P�fCHAN1C��. �e OF CA P CM -Mx Cm,My 71 b :_ — +.. + rl b = 0.442 1 5 1 Pa Mmax•ax Mmax•ax MX M = y" + + TI, 0.353 v I Pao Morax May The cable is connected to the cabie'hanger by conventional means and looped back onto itself where it is clamped with cable clamps (3 ba. per cable) The mammum load on the cable is 2820 lbf. The typical 5/16" cable strength = 6230 lbf ' Factor of Safety = 2.2 , Foundation Design V Clay allowable bearing pressure =1000 PSF Pconcaete = 150 Ib3 f Volume of concrete de:= 42 --in 1k 36 -in \2l Ve = 28.863 ft3 Weight of concrete ° V-:= Pconcreta'vc We = 4.33 x 1031bf < Soil Bearing Pressure , Reaction load due wind load: Wr:= 4238•1bf Total weight on foundation: W,:= We + W� Wt = 8.568 x 103 lbf Wt asoil :_ a QgpfESSrp�,q No. 31808 890.489 lb2 E 9,30-05 f Ip OF C AL Lateral resistance. Ajj Ap�j. - 10.5 ft2 Lateral allowable bearing =100 psf to 1', 200 psf to 2" 300 psf to 3' Lateral force resistance (bearing): Resulant lateral force= 165.1 Ibf 2 lbf 2 IV 2Ibf FI := 3 fl • 100•— + 3•ft •200 — +(3.f'.'300• ft2. ft2 ft2 F, = 1.8 x 1031bf ' F, 165.1 Ibf Fey = 10.902 OK 4c�pFESSlp�y,�� - So. 31808 stq�'FGHAMI Of C A��E A 8 6 MwO ww. NLf. Uf'OOGwfw Mrc��R us5.nr u miIX01i[Q Rud wa..nf ' o"�M9K 04 p[CI.I wlsrtaKul 042,00- F . 1. MIMINUM CONCRETE STRENGTH: 250C 2. MINIMUM REBAR GRADE 40. 3. ANCHORS SHALL BE SOLIDLY CAST INTO CONCRETE AND THE SERVICE SHEAR AND TENSION LOAD SHALL NOT EXCEED 1400 PSI (TENSION), 1550 PSI (SHEAR).9.75- E 4.FIRMLY COMPACT. ALL FILL. 5. ALL CALCULATIONS ARE BASED ON A CLAY -SOIL COMPRESSIVE STRENGTH OF 1000 PSF. SOIL SAMPLE SHOULD BE TAKEN AND VERIFIED TO A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSF. 6. ALLOW CONCRETE TO SET FOR 28 DAYS. 7. ALL CALCULATIONS PER UBC 1997. 6.00 CI AI IF �m 1C REVISION pI OCT 07 O.JONES ons on.s.�u srtoae .x w.mow us n.K.RI eRs outh wes[WRMIX.ower A sous.xcu un fV.WTAff. Aii�7J4. n w° O JONES IfEnol WHISPER 6.15 FOUNDATION DETAIL woo IfEeol DESIGI`, z 1 } Tower Cable Anchor Design Volume of Concrete uplift load: rb := 18 -in ' tb := 42 -in F,,,,:= 2978•1bf ~ side load: Vc:_ 7c-rb- tb V, = 24.74ft3 Fgt := 18831bf Density of Concrete: ' 150. lb3 - Pconcsete ft We = Vo'Pconcrete We = 3.7 1.1 x 103IV Soil Bearing Pressure WC . � p s = Z 7c.rb. Pg = 525 IV DK ft r Lateral resistance: Ab :_ (2•rb•tb) - 216-in2 Ab = 1.296 x 103 int 1 Lateral allowable bearing = 100 PSF to 1', 200 PSF to 2, 300 PSF to 3, 400 PSF to 4' Lateral Force resistance (bearing) 2 lbf z Ibf 2 IV z Ibf ( ft • 100•— + 3 -ft •200• — + 3 -ft -300-- +.1.5•fl: •400•— I — I fe ft2 ft2 . • R2 ' F, = 2.4 x 1031bf - e�OFESS1pyQ Lateral force resitance. friction = (anchor weight-uplift)".25 F>atcai := (W, - Fw)-.25 Flt., = 183.252 IV cc No. 31808 E* 9__ 5° slq�FOHAWI��Q��\� OfCA1.� f Total Lateral resistance: } Ftot = FI + Flat.,3 Fwt Fwt = 2.583'X 10 lbf .. FS := F FS = 1.372 M Reinforcing Steel: Maiaum shear in anchor: i Fgl limas = Z c ICA ti = 1.85 psi Fw i. anux n rb2 F 2.926 psi , Minium reinforcement required: per UBC sec 1910.5.3 reinforcing steel area is to be 1.33 times greater than that required by analysis. J . Load at the 36X42" section = 2049 IN a)aai tension + maxium possible transfer moment to base of that section: F K tth _ 6•in)Fd Mr = 51.649 x 1038•lbf Tensile toad in re6ar: T,:= f 66211bbf'. (tb + 6 in�1 + Fw i, Tr = 4.964 x 1031bf oQ�OEESS/ pygz No. 31608 � Erb,-3o-cz5 NA�C�'o�`�\Q Of CAi�� t Per UBC sec 1909.2.2, tensile load: Tl:= 1.3 -TT Tl 6.453 x 1031bf Require rebar area: . Tl 40000psi A,, R =.0.161 int #6 rebar = .442in2 OK At base the maxium moment'seen by the base section: Mbase Fs1-tb Mbase = 6.59 x 1031lbf Maxium tensile load in rebar. Tte..ilc := 880• lft •tb Ttensiie = 3.08 x 1031bf . Per UBC sec 1909.2.2, tensile load: • r M1 l t= := 1.3-Ttemile Lt. = 4.004 x 1031bf Required Area-. Lt._ 40000 -psi A,.,q2 = 0.1 int No. 31808 x #6 rebar area = .442in2 ; Use one stamd #6 centered in column section for base of column, connection. Use two*starand #6 in each direction perpendicular to each other in base as shown in fig.' I. Per table 19D use -3/4"" eyebolt:embeded into concrete 7" deep tied adjacent to rebar. . f oQ�oFE5Slp�� No. 31808_ sf��FOHA%k-aO��\Q OF CM, i F 1. MIMINUM CONCRETE STRENGTH: 2500 PSI. • �\ 2. MINIMUM REBAR GRADE 40. • 3. REBAR ENDS ARE TO BE LOCATED 3.00" FROM EDGE OF CONCRETE. 4.FIRMLY COMPACT ALL FILL. 6. ALLOW CONCRETE TO SET FOR 28 DAYS 7. REMOVE ALL CONCRETE FORMS AFTER POUR. BACKFILL ND COMPACT ti►. ` _ Jr' AROUND CONCRETE AFTER FORMS ARE REMOVED. I..---=al�003: I n� [IIIIIIIIIIII o� AI 0 - 0 11 FULL LENGTH STRANDS 1D'3Xil3 R B AR 0.��,O�Fxv�12 OO,n}EY.E�BO;,I�T 8'ED -MIN INTO CONCRETE. ALIGN EYE WITH CABLE REVISION 2300102 O.1CNE3 IF Ic W Kv . 1 Analyzing the stresses in the guy tab: Tensile Load in the cable: +cable 2820•Ibf Width of Tab: Wbb := 1.5 -in Thickness of Tab: Tib := .5 -in ` Diameter of Cable hole: Db,te:= .625 -in Cross sectional Area: • Atab:= Wtab'Ttab.— Dhole•Ttab Atab = 0.437M'2 Stress in tab: Lcabte Citab Aub b 'arab = 6.446 x 1.03 psi Applying stress concentration Factor: (fig A-26-1) Dholc ratio Wtab ratio = 0.417 ' Stress concentration factor = 2,25 acow := 2.25•atab ' acom = 1.45 x 104 psi any:= 30000 -psi t FS := a cont FS = 2.069 OK WSS1pyQ� Ida. 31808 E* �-- -- sj �fCHAti��.�� 4lf Of CA ' MECHANICAL ELEMENTS APPENDIX 837 no e, no Table A-26 CHARTS OF THEORETICAL STRESS c o G — �, m -CONCENTRATION FACTORS K,' rn rn 0 0 ' 0 0 0 o C 3.0 L OOOo C O C C O C u a 28 u 2.6. I • as y s K, ' 2.4 otno'no a 2.2 0 0 0 0 0 0 0 0 0 0 A 0 6 o c o a 2.00 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 d/w FIGURE A-26-1 Bar in n D 0 0 0 y tension or simple compression with a transverse hole. a = F/.4. coo o where A = (u, — d)t, and where i is the thickness. u a - N � 3.0 — o m r O t0 Na O O o 0 O Z) o 2.6 � w 2.2 -S M\ �M s ^,o h r o Ke 40 i u x N 1.8 7.0 u _ t > 3 L 1.4 � y � 1.0 ' 0000 -- 0 0.1 02 0.3 0.4 0.5 0.6 0.7 0.8' d/w _ FIGURE,A-26-2 Rectangular bar with CL UoEU ,.:/. a transverse hole in bend- . ing. ao = iVfc/% where / _ (w — d)h3/l2. ^ CO Oi O M m cnA. c u °p Unless otherwise stated• these factors are from R. E. Peterson, "Design Factors for rentration,'• Stress Con - Alachine Asign, vol. 23, no. 2, 'February 1951, 169, p. no. 3, March 1951 p.161;"no. 5, May 1951, p. 159; no. 6, June 1951, p. 173; no. 7, July 1951, p. 155; reproduced with the permission Of the author and pubiiihcr. The tower is°attached to a structural bolt at its base. There is a resultant load of Fbolt := 42381bf - applied to the structural bolt. The analysis below looks at the structural bolt's shear load. D6scription: ' Dtgtt :_ .875 -in- Fbolt = 4.238 x 103 ibf a,t,,l := 36000 -psi From the distortion theory: tight := a zat�t = 2.078 x 104psi 4-3 r-5.5.63 .. R 4238. IV �.. F.875" STRUCTURAL BOLT _ — - —' - }- �L2X 5.0 x 3.5 ANGLE . Analyzing the pin where the tower is attached t Fbolt i — 3.524 x 103 psi bolt �= 2 bolt — P . (Dbolt gal 2 ) Factor of Safely QuOfESSIpy� G. FS := FS = 5.898. OK' CC No. 31808 � 'bolt Exp 930 ^c7� OF CAL�E� There is a certain amount of load involved in raising the 70 ft tower. The following anaylsis looks at these loads. Description: The mass of the 70'ft pole: ' Dpipe := 5.563-in Tpipe := .258•in . Psteel := 488• ]b3 Lpipe := 70 ft ft 2] masspipe := Lpipe' Psteel' R DZ it D2 pe '— , iae1 massP;pe = 1.02 x .103 IV . 4 The mass of the Gin pole: Lgen := 35-ft, 2] massgen = Lgen- P steel' n' D2 Pe — 7 D2 p — Tpipe) massgen = 510.012 IV C� / Floud Solving for the load required to lift /poFree body diagram:Guy5101bF (G(n Aole) 7'+0.00"R%0• 240 IbF Turbine 35'-0.00" RYa 10401bF 80' Pole QFESSIQyq�� 70'-0.00" r^ No. 31808 � OF C h1 �E� A Summing moments about point A: + IM,:= 0 Ftoad 70ft-240•lbf + 35'ft••1000•lbf Fiat = 1.48 x 10IVOK 35-ft Summing reaction loads at point A: EFX := 0 Rxa FI.d Rxa = 1.48.x 103 IV EFy := 0 ? massgen := 510.012-lbf masspipe :=-1020'Ibf Rya := massgen + 240' lbf + masspipe Rye = 1.77 x 103 IV OK ' 1 • 40 ��,pF/E reo. 3�aoa ExIL 9-9 '++•' rr v:. : .J.,!....v ::•?'SYi Jv3i+)i?,},..!}}vw. :•r '++'iY+'>"hYh'la:h++:3}•: a+••+3>}i3Y'Fii•ni} .},]i?Y'!S:: J,Y: n}]:}Yri}},+ ... •?ii'vy„y;.y:;,+;}}:•.+S?i}i3SS?+?iS+i:r,?]S};.:}},:}:^YY lil+}+'�Ca:C'•Y, l.. r / }. S^:)%�:.i.[.. i .n% ,. ... rnv rvC.f. , .:.:v.. - ... .. .,:.+v.. n.. ,•:.: ,/.n n: :.n. v.r ....... , r rv.7 ..... ...$ .) ..}.ah ,. ...Sf4.,.,v:}:!+x: •, •f r.r... ....•: 4:1„!!•ir!.{: ,?:C•FA rr;�;.; .,.i?i:i.. :'Mv'{w;?: has .. n..; JrhYr(.•:yC ,ni•A?�Nrkf •r.Cr2 :r.4v3� �Yr3 :a � • :�e,hr . ,e/% r � >. � : •a�tr• `"fh•.• srrr •rnY ;kb:} rr}>.'•�'+ 3:7jE:i: ”:»:;:J.G::•r,..:r .�:•/.`: iR"'�i:�.<•,✓rn ., , � ..>3 . b/v• w. N r�yrrf r: .r`Sy�,, ./ / <a/• r<r r.•%•r •`::• f�/.r✓f•�...:.f.�Y'•rrri �/%,�;'•c+Sr.3Y`.f '•�4: f.G..•].rr: i!N %flu:,f: •.% yJ{u� r./,�:{:..,raY:!.':'S:{!r.::v�a.,�../,�;r.;ffr,f,:rf:,,�/�.,•.✓,T{.7;'t /.a.j�..,{r-.;' ./rti ].. •,//' . •,4�:✓�.. �+5, ', i IF , r '� .a+' yijj � <:, .rc� � . - i r : :..{ ':,U ra � L � .% ?'ii7C:'rir �hyu'{j1.•�N, . ri .r{ .. rrN:r.. r<. fr,j...,y v,Vv7rr;; ..4 Y'%' '<r . G Y G• . �� f . c, r ::.•:. .•N , ... r. /:....-0.!.��{F,-.....,t:l,. r.,, G%firr,� t {<t•$�'.: 5':•j�`�./`•., kj.�K+/ R .U. , r as' : .93:.} u r 4•r.c r,?f: /»/ rr :j 'h'+ S {Y �,<,L,v � y^�f.•.7,<y-`n'... N..•r£+a;/'.�ra..'. i�••Y:•'��',•/ ::�..,,.... .:'3i .,.. ft� �... J{.lA'••:, ;S. . <.. .K w Jt:: ..Yfc f��rr��..t>a::Ya. ,,... r,�r{; L..c•{r.KN{•>r h{f:k,!:,,,;...;.j�.,:. >a ^V. ]N.•' . A.w?. �7•'!' � 0. .J• Tr.. ..< 'f ;>r:'.S?< . $} k� r\ .a •:S rv'J!4 :?:'r:•YYJ. :.�h �:'fr'':N>{.! S'r �. C.C].f• n, .:. 1 :..}�.� .:.fY.\. ::f n.. u..: nt!!• ' '%f.. ! :. -- '�`• ,... r.:. ``Q.,•i�S •�<.r.^,.J`.,;,y ro.,{. r:.�..k..n'F• ,,!4.,. {.,'3,.:•:,fs^A..... A�..t •?Z'+�,r..,.K, N. r�s'. may, ':,:4. Rf. h,....<a:•>:..,t..,-...,r. ..K+rao!.f r .,..;t......::: ��/( ..Y `: :..'%� l/.'},• :. rv� r -}.'J•,,•• •u�t`: i. -4.::'. ...rY.rr ...{ti:i� h:»... Vu<:!: {h:• -v.\. ,hJ'��i'"'t:�]!ny: .r:.r •%.. rr .:: { .j rv.r,.: rr.. .. r, v::, .•YSj :; ...?Cr.Y ,. �.!, .up,hf. {{:{r: •'^ :::C .l.: n,.. r. ,... .W:n. .. .d,. .0 ;••.,• u• aka a-•:.,,,.�.. ;,a.:. <SS :Fray.a .:s�,,l;;,E:p *:.'r.G<r. } �;,-!r.,,,•!•4.'•:.)'r.�,'Ra?S.S;3.: .:..•,: a.:T.. r ,: Z,%+ \•.. ..{ :• .k.,•. '• k' . J.`a-.:•• �t..4c . rr .. ,.» J: : �'t .rr..r. i� .. .. S .:. f ..: u.. ..k :..r...- ... .:. ..:!: •�'i.r. r"r,..>>,rK.:: f✓�'aiX•: ��. •xY:Y'•..:.. Q.;:�k2�^]' ..;.5,;-- ,:•ra:..-. ..�. eel`�rr�r�yC'�k«.^�u<�'dk;e�•:.:!alb �rY%:faY%'�'+:�2.a,Efef�•ffe6far?.Yr�,.''.:c«<`hu.<2uuf%4CuG•:e<l%a'iY,+Rc.xf<J2ecawGZ4tvulrfr:fi..Rax<ue<ti,'<rYRJiS,Gfr.'3w'G,G,L.u<�ou�<iu<N.u.O,{.lkb!.;�L.:Vraear.«�`<nftf;2:::i<{iY,ta'�.�tu'e:Ni.4ra�.u<,>..:!4.<�'fi, <�rf��,<•.-'�a, r"ruifllwlNu ft::�:;:5_::'{is�:?:>i:::�<:;:?�?:fi:%:i::`i��j:�Y:;�:;�33:�:�:::::�::5:`'S:::j:�j:�::::i:::�:::;�'::i::<<?:�i:��:�`^�::;:;:;:;i�:;.{•::�:%::%�::::.� _ �:•>:r.•<•:::-Y+:-::•+:},:::::::r.•Y:�:;3:::::}}�3:�;;•::•.,: Y:,.o:; 3:•-:3:•:•i;.: •33:. r:•: �J::-::.};•::�:]::]•:}••:::�::•is�n:-::�;::.::::::+Si:•Y:r::;ra:_:::-:: ;YYS:.;:r r . .............. ,........ ,..,....,,...t. r... Sr................ ......,. •.,............. ,.................,........]....................... .. . _..:.,..........k.,.......<...:.:....:.....:...:...J,.,....,....,.]..r.,...,..r..-....r.:..:..:.........:..,.r..r...........::.r:.:n�::::::::,: ..::::..... -•a:•:: :.. �: r.h::::::: <: :.::.r.-:n:�:::::.�::::::•:::::::::::::::::::::;.3':.:::.;:•:•.:�:.:::.:.;:.S:.,Y;;o:;c :Y':;-5:�:: Sj;ii4Y3::::r: STRESS EVALUATION FOR STATIC ANALYSIS (ELEMENT NUMBERING) 240 LBF 800 LBF (THRUST LOAD) 20 17.6 :LBF/FT (WIND LOADING) i j 2820' -LBF. TENSION +. `c 4�pfESSlp�4 . r.. 14 No: 31808.-. -Eur 9-30 17 725.5 LBF TENSION of cA -165.1 LBF. - -1883 LBF , r 4238 LBF -2978 LBF ** CCCC 0000 ISSSS M M 0000 SSSS / M M ** ** C •0 O S MM MM 0 ,O S / MM MM ** ** C O O SSSS M M M M 0 0 SSSS /. M M M M ** ** C 0 O S M M M O 0 S / M M M ** ** CCCC 0000 SSSS M M 0000` SSSS/ M M ** ** ** ** ** ** VERSION: 2.5 ** ** DISTRIBUTED BY: ** ** STRUCTURAL RESEARCH AND ANALYSIS CORPORATION ** ** 12121 WILSHIRE BLVD. SUITE 700: ** ** LOS ANGELES, 'CALIFORNIA 90025 ** ** TEL. NO. (310) 207-2800 ** ** COPYRIGHT 1988 S. R. A. C. - . Problem name: 70fttower Problem Date 10/20/2002 Time: 13:13:40 Title Subtitle C O N T R O L I N F O R M A T I O N NUMBER OF LOAD CASES . . . . . . . . (NLCASE) = 1 SOLUTION MODE . . . . . . . (MODEX)' = 0 EQ. 0, STATIC ANALYSIS EQ.. 1, BUCKLING ANALYSIS EQ. 2, DYNAMICANALYSIS SOLVER TYPE . . . . . ... . . . . . . (ISOL) = 0 EQ. 0; DIRECT SPARSE SOLVER EQ. 1, DIRECT SKYLINE SOLVER EQ. 2, ITERATIVE SOLVER THERMAL LOADING FLAG . . ... . . . . . ..(ITHERM) 0 EQ. 0, NO THERMAL EFFECTS CONSIDERED EQ. 1, ADD TEMPERATURE_ EFFECT GRAVITY LOADING.FLAG . . . '. .(IGRAV) - 0 EQ. 0, NO GRAVITY LOADING CONSIDERED EQ. 1, ADD GRAVITY LOADING EFFECT CENTRIFUGAL LOADING FLAG .(ICNTRF) _ 0 EQ. 0, NO CENTRIFUGAL LOADING CONSIDERED EQ..1, ADD CENTRIFUGAL LOADING EFFECT IN -PLANE STIFFENING FLAG . ... . .(INPLN) = 0 EQ. 0, NO IN -PLANE EFFECTS CONSIDERED i EQ.;1, IN -PLANE EFFECT5,CONSIDERED SOFT 'SPRING ADDITION FLAG...' (ISOFT) = 0 EQ. 0,. NO SOFT SPRING OPTION - EQ. 1, SOFT SPRING ADDED SAVE DECOMPOSED STIFFNESS MATRIX FLAG . . . (ISAVK) = 0 EQ. 0-, DO NOT SAVE DECOMPOSED K EQ. 1, SAVE DECOMPOSED K'.. FORM STIFFNESS MATRIX FLAG .(IFORMK) = 0 EQ.•0, FORM STIFFNESS MATRIX EQ. 1,.USE EXISTING DECOMPOSED STIFFNESS.MATRIX SPIN SOFTENING FLAG . . . . (ISPIN) _ 0 EQ. O, NO SPIN SOFTENING.EFFECTS,CONSIDERED EQ. ,1, SPIN SOFTENING EFFECTS CONSIDERED " INERTIA RELIEF FLAG . . . . ... . . . .(.IFORMK) _ '0 EQ.,O, NO INERITA RELIEF EFFECTS CONSIDERED ° EQ. 1, INERITA RELIEF EFFECTS CONSIDERED• RIGID CONNECTIONS.FLAG . . . . . . . . (IRIGID) = 0 ' EQ. O, HINGE CONNECTIONS BETWEEN SOLIDS & SHELLS EQ. -1, RIGID CONNECTIONS BETWEEN SOLIDS & SHELLS T O T A L S Y S T E M D A T A NUMBER OF EQUATIONS . . . . . . . . . . . .(NEQ) - 134 MAXIMUM HALF BANDWIDTH . . . . . . (MK )- 1 ' MEAN HALF BANDWIDTH . . . . . . . . . . . .(MM) = 15 NUMBER OF ELEMENTS. . . . . . . . . . . . ..(NUME) = 28 NUMBER OF NODAL POINTS. . . . . . . . . . . .(NUMNP)= 25 ORIGINAL NO.`OF MATRIX ELEMENTS . .(NWK) - 516• ` * R E S P 0 N S E P R I N T O U T ( LOAD CASE '. QRpfESSla,y .4 STATUS OF THERMAL EFFECTS FOR THIS LOAD CASE: G. Opr��C --=----------------------------------=------- °c N0'31808 = Thermal flag is off (no thermal effect) CHAM I P EME.NT S I"OFCsf,1E l D S LAC NODE X-DISPL. Y-DISPL. Z-DISPL. XX -ROT. YY -ROT. ZZ -ROT. 1• 0.00000 0.00000• 0.00000 '. 0.00000 0.00000 5.76673E-03 - 2 -0.53425 -3.50426E-03 0.00000 0100000 .0.00000 .3.73081E-03. 3 -0.70833 -7.00851E-03 0.00000 0.00000 0.00000 -4.51884E-04 4 -0.49897 -1.05128E-02 0.00000 0.00000 0.00000 -2.93126E-03 5.-0.28714 -1.40170E-02 0.00000 0.00000 0.00000 1.42785E-'04 6 0."00000 0.00000 0.00000 0.00000 0.00000 0.00000 7 -0.40766 -1.49117E-02 0.00000 0.00000 0.00000 2.65612E-03 , 8 -0.73526 -1.58064E-02 0.00000. .0.00000- 0.00000 5.23721E-03 9 -1.3169 - . -1.67011E702 0.00000 0.00000 0.000010 8.86948E-03 10 -2.2823 -1.75958E=02 0.00000 0.00000 0.00000 1.45364E-02 11 .-2.6208 -1.76355E=02 0.00000 '0.00000 0.00000 1.75452E-02 - 12 -3.0129 -1.76752E-02 . 0.00000 0.00000 0.00000 1.96569E-02 i 13 -3.4403 -1.77148E-02 0.00000 0.00000 0.00000 2.09024E-02 14 -3.8850 -1.77545E-02 0.00000 0.00000 0.00000 2.13124E-02 15 0.00000 0.00000 0.00000 0.00000 0.00000 -1.26787E-03 16 2.00268E-02 8.83071E-02 0.00000 .0.00000 0.00000 1.20987E-04 17 -6.95097E-02 '6.70509E-02 0..00000 0.00000 0.00000 8.19049E-04 18 -0.19608 8.76503E-03 0..00000 0.00000 0.00000 8.26315E-04 19 0.24355 0.44789 0..00000 0.00000 0.00000 -2.17394E-03 20 0.35235 0.82092 0.00000 0.00000, 0.00000 • 1.58069E-04 • 21 -0.28561 0:77909 0.00000 0.00000 0.00000 .5.72817E-03 22 -0.32101' -1.44644E-02 0.00000 0.00000 0.00000 1.45244E-03 $ 23 -0.54436 -1.53591E-02 0.00000 0.00000 0.00000 3.87673E-03 24 -0.98796 -1.62537E-02 0.00000 .1 0.00000 0.00000 6.86049E-03 25. -1.7401 -1.71484E-02 0.00000 0.00000 0.00000 1.13871E-02 MINIMUM/MAXIMUM DISPLACEMENTS NODE 14 14, 9 MIN. -3.8850 -1.77545E-02 0.00000 0.00000 0.00000 -2.93126E-03 NODE 20 '20 ;25 25 25 14 „ MAX. 0.35235 2.13124E-02 0.82092, 0.00000 0.00000 0 4q� cL�Q�d G. �- MAXIMUM RESULTANT DISPLACEMENT 31808vo NODE 14 MAX. 3.8850r srq�FCHAN��p�`�'\� TOTAL STRAIN ENERGY. .... . = 0..221933E+04 OF AL R E A C T I O N F=0 R C E F O R L O A D C A S E N 0 - NODE CSYS' Fx Fy Fz Mx My Mz 1 0 165.1 4238. 0.0000 0.0000 0.0000 15. 0 1883. -2978. 0.0000 0.0000 0.0000 ---------- FOR+REQUESTED (Global Cartesian Coord. System) NODES FX FY FZ MX, MY MZ Total React. 0.2048E+04 0.1260E+04 0.0000E+00 O.0000E+00.O.0000E+00 0.0000E+00 S O L U T I O N T I M E L 0 G I N S E C FOR PROBLEM TIME FOR INPUT PHASE . . . . . . . . - 0 TIME FOR CALCULATION'OF STRUCTURE STIFFNESS MATRIX= .0 TRIANGULARIZATION OF STIFFNESS MATRIX . . . . = 0 TIME FOR LOAD CASE SOLUTIONS . . . . • - 0 TIME FOR REACTION/GRID'FORCE BALANCE. . . . . . . = 0 T 0 T A L S O L U T I O N T I M E 0 ( 0: 0:. 0)` S T R E:S S E V A L U A T I,0 N FOR- 'S T A T I C A N A L Y S I S * S T R E S_ S P R I N T 0 U T ( LOAD CASE 1) Rj STATUS OF THERMAL EFFECTS FOR THIS LOAD CASE: e y Q�Q o0 .----------- --- --------=----------------------- w No. 31808 E*�� -.Thermal flag is off (no thermal effect) sly FCHAMGE OF f, at. ' STRESS OUTPUT FOR BEAM ELEMENT GROUP° .1 CASE NO. 1 ELEMENT FORCES MOMENTS STRESSES NUMBER NODE1 NODE2 NODE1 NODE2 NODE1 NODE2 1 ( 1 2 l Fr= .4238E+04 -.4238E+04. Tr= .0000E+00 .0000E+00 (P/A) =-.9678E+03 -.9678E+03 Vs= -.1651E+03 .1651E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= 0000E+00 ..0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.1455E-10 -.1733E+05 (Mt/St)= .2626E-11 -.3128E+04 (Tr*CTOR/Jp.)= .0000E+00 :0000E+00 Smax =-.9678E+03 .2160E+04 n . f Smin =-.9678E+03 -.4096E+04 2 [ 2 3 l Fr= .4238E+04 -.4238E+04 Tr= .0000E+OQ .0000E+00 (P/A) =-.9678E+03 -.9678E+03 Vs= -.8990E+01 .8990E+01. Ms= .0000E+00 .0000E+00 (Ms/Ss)= ..0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= .1733E+05 -.1828E+05 (Mt/St) .3128E+04 -.3298E+04 ' (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .2160E+04 .2331E+04 Smin =-.4096E+04-:4266E+04 3 [ 3 - 4 ] Fr= .4238E+04 -.4238E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.9678E+03 -.9678E+03 Vs= :1471E+03 -.1471E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt--' .1828E+05 -.2832E+04 (Mt/St) =-.3298E+04 -.5110E+03 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax •_ .2331E+04 -.4568E+03 ' Smin =-.4266E+04 -.1479E+04 4 [ 4 5 l Fr= .4238E+04 -.4238E+04 Tr= .0000E+00 :0000E+00 (P/A) =-.9678E+03 -.9678E+03 Vs= .3032E+03 -.3032E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= .2832E+04 .2901E+05. (Mt/St) =-.5110E+03 ..5234E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax. =-..4568E+03 .42.66E+04 , -Smin =-.1479E+04 -.6202E+04 5 [ 5 7 ] Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03 Vs==.2686E+02 ..2686E+02 Ms= .0000E+00 .0000E+00_ (Ms/Ss)= .0000E+00 :.0000E+00 Vt= .0000E+00 .0000E+00 Mt= --:1450E+05 .1225E+05 (Mt/St). .2617E+04 .2210E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax. _ .2308E+04 .1901E+04 Smin =-.2926E+04 -.2519E+04 6 [ .. 7 8 ] Fr= .1353E+04 -:1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03 Vs= .3544E+02 -.3544E+02 Ms= .0000E+00 ..0000E+00 (Ms/Ss.)= .0000E+00 .0000E+00 Vt= :0000E+00 .0000E+00 Mt= -.1225E+05 .1522E+05 (Mt/St)= .2210E+04- .2747E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .1901E+04 .2438E+04 Smin =-.2519E+04 -.3056E+04 7 [ 8 9 ] Fr= .135.3E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03 r e4tlJ a No. 31808 E;p 9'jO-c�5 �FCNANiC�% Vs= .9774E+02 -.9774E+02 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000.E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.1522E+05 .2343E+05 (Mt/St)= .2747E+04 .4229E+04 (Tr*CTOR/Jp)= .0000E+00 :.0000E+00 Smax. _ :2438E+04 .3920E+04 Smin =-.3056E+04-`.4538E+04 8 [ 9 10 l Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03 .Vs= .1600E+03 -.1600E+03 'Ms=..0000E+00' .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.2343E+05 .3688E+05 (Mt/St)= .4229E+04' .6655E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax _ .3920E+04 .6346E+04 ' Smin =-.4538E+04-:6964E+04.. 9 ( 10 Fr= .2400E+03 -.2400E+03 Tr---- .0000E+00 .0000E+00 (P/,A) =-.5481E+02 -.5481E+02 Vs= -.9249E+03 .9249E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 0000E+00 Mt= -.7376E+05 .5433E+05 (Mt/St)= .1331E+05 .9805E+04 (Tr*CTOR/Jp)= .0000E+00 ..0000E+0.0 Smax .1325E+05 .9750E+04 Smin =-.1336E+05 7-.9860E+04 10 ( 11 , 12 ] Fr=,.2400E+03 -.2400E+03 Tr= .0000E+00 .0000E+00 (P/A) =-.5481E+02 -.5481E+02 Vs= -.8937E+03 .8937E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)=. .0000E+00 .0000E+00 fi Vt= .0000E+00 .0000E+00 Mt= -.5433E+05 .3557E+05 (Mt/St)= .9.805E+04 .6418E+04 (Tr*CTOR/Jp)= :0000E+00 .0000E+00 Smax = .9750E+04 .6363E+04 . .' Smin .. =-.9860E+04 -.6473E+04 11 [ 12 13 ] Fr= .2400E+03 -.2400E+03 Tr= .0000E+00 .0000E+00 (P/A) =-.5481E+02 -.5481E+02 Vs= -.8624E+03 .8624E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= e�MESSi��,�{ .0000E+00 .0000E+00- Vt= ,.0000E+00 .000.0E+00 •Mt= -.3557E+05 .1746E+05 . (Mt/St)= .6418E+04 .3150E+04 e �o. 31808 (Tr*CTOR/Jp) = . 00.00E+00 .0000E+00 Smax = 6363E+04 3095E+0419L% 3095E+04 Smin =-.6473E+04 -.3205E+04 �CHA�1C�� f 12 [ 13' 14 j OF Fr= .2400E+03 -.2400E+03 Tr= .0.000E+00' .0000E+00 (P/A) =-.5481E+02 -.5481E+02 Vs= -.8312E+03 .8312E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+M .0000E+00 Mt= -.1746E+05 -.5585E-08 (Mt/St)= .3150E+04 -.1008E-08 , (Tr*CTOR/Jp)= .0000E+00 ...0000E+00 lSmak = .3095E+04 -.5481E+02 Smin =-.3205E+04 -.5481E+02 13 [ 15 , 16 Fr= -.7255E+03' .7255E+03 -Tr= .0000E+00 .0000E+00 (P/A) .9429E+04 .9429E+04 Vs= -.4280E-03 .4280E-03' Ms= .0000E+00 .0000E+00 "(Ms/Ss) .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.1596E+00 .9601E-01 (Mt/St)= .5301E+02 .3189E+02 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .9482E+04 .'9461E+04- Smin. 9461E+04Smin = .9376E+04 .9397E+04 14 ( 16 17 ] Fr= -.7255E+03 .7255E+03 Tr= .0000E+00 .0000E+00, (P/A) .9429E+04 .9429E+04 Vs= -.4280E-03 .4280E-03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= ..0000E+00 .0000E+00' Vt= .0000E+00 .0000E+00, Mt= -.9601E-01 .3245E-01 (Mt/St)= .3189E+02 .1078E+02 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 ;Smax = .9461E+04 .9440E+04 Smin = .9397E+0.4 .9418E+04 15 [ 17 18 ] Fr= -.7255E+03 .7255E+03 Tr= .0000E+00 .0000E+00 (P/A) _ .9429E+04 1.9429E+04 Vs= -.4280E-03 .4280E-03 Ms-- .0000E+00 A0QOE+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 -.0000E+00 Mt= -.3245E-01 -.3111E-01 (Mt/St)--' .1078E+02 -.-1033E+02 Y (Tr*CTOR/Jp)=..0000E+00 '.0000E+00 Smax = . .9440E+04 .9440E+04 Smin = .9418E+04 .9419E+04 16 [,- 18 5 .] Fr= -.7255E+03 .7255E+03 Tr= .0000E+00 .0000E+00 (P/A) _ .9429E+04 .9429E+04 Vs= -.4280E-03 .4280E-03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00, .0000E+00 Vt= .0000E+00 .0000E+00 Mt= .3111E-01 -.9467E-01 (Mt/St) =-.1033E+02 -.3145E+02 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .9440E+04 ".9461E+04 Smin - .9419E+04 .9398E+04 17 1 • [ 15 19 ) Fr= -.2820E+04 .2820E+04 Tr=..0000E+00 .0000E+00 (P/A) .3665E+05 .3665E+05 Vs= .9464E-03 -.9464E-03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= .1596E+00 .4506E-01 (Mt/St) .5301E+02. .1497E+02 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = .3670E+05 .3667E+05 ' Smin. = .3660E+05 .3664E+05 18 [ 19 20 .j Fr= -.2820E+04 .2820E+04 Tr= .0000E+00 .0000E+00 (P/A) _ Nc. 31909 ` r .3665E+05 .3665E+05 Vs= .9464E-03 -.9464E-03 .Ms= .0000E+00 .0000E+00 (MS/SS) .0000E+00 .0000E+00 Vt= .0000E+00� .0000E+00 Mt= -.4506E-01 .2497E+00 (Mt/St)= , .1497E+02 .8294E+02 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = .3667E+05 .3673E+05 ' Smin = .3664E+05 ..3657E+05 19. [ 20 21 ) Fr= -.2820E+04' .2820E+04 Tr= .0000E+00 .0000E+00 (P/A) _ . .3665E+05 .3665E+05, Vs= .9464E-03 -.9464E-03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 - Vt= .0000E+00 .0000E+00 Mt= -.2497E+00 .4543E+00 (Mt/St)= .8294E+02 ..1509E+03 .(Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = .3673E+05 .3680E+05 Smin. _ .3657E+05 .3650E+05 20 [ 21 , 10 ) Fr= -.2820E+04 :,2820E+04 Tr= .0000E+00 OOOOE+00. (P/A) _ .3665E+05 .3665E+05 < Vs= .9464E -03•-.9464E-03 Ms= .0000E+00 0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .000.0E+00 , Mt==.4543E+00 ,.6589E+00 (Mt/St)= .1509E+03 .2189E+03 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 $max = .3680E+05 .3687E+05 Smin = .3650E+05 .3643E+05 21 [ 5 , 22 ) Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A). =-.3089E+03 -.3089E+03 - Vs= -.2686E+02 .2686E+02 Ms= .0000E+00 .0000E+00 (Ms/Ss)= ..0000E+00 .0000E+00. Vt= :0000E+00 .0000E+00 Mt= -.1450E+05 ..1337E+05 (Mt/St)= .2617E+04 .2414E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = ' .2308E+04 .2105E+04 Smin. =-.2926E+04 -.2722E+04 22 [ 22 7 1 Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 ...0000E+00 (P/A) =-.3089E+03 -.3089E+03- Vs=-.2686E+02 .2686E+02 Ms= .0000E+00 .0000E+00 '(Ms/Ss)= nits 0000E+00 .0000E+00 G Jyp� Vt= .0000E+00 .0000E+00 Mt= -.1337E+05 .'1225E+05 (Mt/St)= ..2414E+04 :2210E+04'. - N0. 31808 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = .2105E+04 ..1901E+04 -50 Smin =-.2722E+04 -.2519E+04 sFCHAVI 23 [ 7 23 ) Of CA�� Fr= .1353E+04 -..1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3.089E+03 -.3089E+03 Vs=..3544E+02 -.3544E+02 Ms= .0000E+00 .0000E+00 (Ms/Ss)= - .0000E+00 .0000E+QO Vt= .0000E+00 :0000E+00 Mt= -.1225E+05 .1374E+05 (Mt/St)= .2210E+04 .2479E+04 (Tr*CTOR/Jp)= .0000E+00. .0000E+00 • Smax - .1901E+04.217.0E+04 Smin =-.2519E+04 -.2787E+04 23 24' [ .23- Fr= .1353E+04 _.1353E+04 Tr= Fr= .0000E+00 .0000E+00' (P/A) =-.3089E+03 -.3089E+03 . Vs= .3544E+02 -.3.544E+02 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 ' Vt= .0000E+00 -.0000E+00 Mt= -.1374E+05 .1522E+05 (Mt/St)= .2479E+04 .2747E+04 ' (Tr*CTOR/Jp)'= .0000E+00 .0000E+00 Smax _ .2170E+04 .2438E+04 Smin =-.2787E+04 -.3056E+04 25 [ 8 24 ]: , Fr= .1353E+04 -..1353E+04' Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -..3089E+03 Vs= .9774E+02 -.9774E+02 Ms= .0000E+00• :0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 `Mt= -`.1522E+05 .1933E++05 (Mt/St)= .2747E+0`4 .3488E+04 " (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .2438E+04 .3179E+04 Smin =-.3056E+04 -.3797E+04 26 ( 24 ,' 9 ] Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03. Vs= .9774E+02 -.9774E+02 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.1933E+051 .2343E+05 (Mt/St)= .3488E+04 .4229E+04 (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax = . .3179E+04 .3920E+04 Smin =-.3797E+04 -.4538E+04 27 [ 9 25 ] Fr=T.1353E+04 -.1353E+04" Tr= .0000E+00 .0000E+00 (P/A) =-.3089E+03 -.3089E+03 Vs= .1600E+03 -.1600E+03 Ms= .0000E+00 .0000E+00 (Ms/Ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 . Mt= -.2343E+05 . .3016E+05 (Mt/St)= FESSIOgq .4229E+04 .5442E+09p l� �' (Tr*CTOR/Jp)= .0000E+00 .0000E+00 Smax .3920E+04 .5133E+04 Smin .. .31808 =-.4538E+04 -.5751E+04 E 9 S 28 [ 25 �. 10 ] Fr= .1353E+04 -.1353E+04 Tr= .0000E+00 .0000E+00 (P/A) J+ �FCNAH��. �Q l�P�OF =-.3089E+03. -.3089E+03 CA1.�E�� Vs= .160.0E+03 -.1600E+03 Ms= %0000E+00 .0000E+00 (Ms/ss)= .0000E+00 .0000E+00 Vt= .0000E+00 .0000E+00 Mt= -.3016E+05 .3688E+05 (Mt/St)= .5442E+04 .6655E+04 (Tr*CTOR/Jp)= .O000E+00 .0000E+00 Smax = .5133E+04 .6346E+04 Smin =-.S`)S1E+04 -.6964E+04 S 0 L U T I O N T I M E L O G I N S E C` FOR STRESS CALCULATIONS READING GENERAL INFORMATION AND ELEMENT DATA. _ 0 STRESS CALCULATION AND PRINTOUT . . . . . = 0 UPDATING DATABASE - 0 T 0 T A L S 0 L UT I 0,N T I M E......= O ( 0: 0: 0) $$$$$$%%%%%%%%%%%%$$$$$$%%%%%%%%%%%%$$$$$$%%%%%%$$$$$$$$$$$$$$$$$$%%%%%% Whisper 175 70 Foot Tower Manual . Document #0032 REV A DISCLAIMER CONGRATULATIONS! You have just received the simplest, most economical tower kit available for your Whisper 175' wind turbine. This kit is designed to be safe and economical, and it requires the user to pay careful attention to detail in the assembly of the kit. You should read this manual thoroughly before. beginning assembly. If you have any questions on proper installation or usage please call either Southwest. Windpower or, your dealer for more information. TABLE OF CONTENTS CONTENTS Page DISCLAIMER .............................................. ............... ............. .................................. 2- .........:.............:...........................:....................................2 TABLE OF CONTENTS . Introduction............:...............................................................................................3 SafeInstallation............................................:......................................................4 TowerKit Parts List :..................... '................................................................5 Unpacking, Inspection and Approval Step 1: Site Selection................................................:............................................8 Step 2: Mast Pipe and Hardware Selection...:..:.....................:..............................9 Step 3: Tower, Base and Anchor Layout......:....::.........:......................................13 Step 4: Tower Base & Quy Wire Anchor Assembly Step '5: Assembly of Pipe sections.*...................................:.........:........................22 Step 6: Attaching Guy Wires.......................::......................................................23, 'Step 7: Grounding the Tower...................:.............:.............................I...............27 Step 8: Raising the Tower.............................................:........................:.::::......27 SOUTHWEST WINDPOWER 6/1/01 2 Whisper 175 70 Foot Tower Manual _Document #0032 REV A' Introduction This tower kit is designed specifically for the Southwest Windpower Whisper 175 wind turbine. To our knowledge this is the most economical and user-friendly tower kit available for the Whisper 175 wind turbine. The tower kits are designed to use guy wires, allowing the use of 5" schedule '40 pipe while providing adequate strength, even in high wind conditions. At least two people should be present to safely raise the tower. Carefully read and understand the disclaimer at the beginning. While simple in concept these towers require basic mechanical aptitude and attention to detail. Read the system planning section of the Owners Manual and determine the location for the tower. It is much easier to work with nearly level ground. Parts listed to construct these towers are readily available inmost parts of the world. Thank you'for purchasing our products and for your. interest in renewable energy. We expect that you will enjoy the benefits of your wind powered electrical system, , for many years to come. If, after reading this manual, you have any further questions please contact your local dealer or Southwest Windpower and we will do our best to assist you. SOUTHWEST WINDPOWER 6/1/01 3 ' Whisper 175 70 Foot Tower Manual Document #0032 REv A Safe Installation Safety is the most important consideration to take into account when installing a. tower an&wind turbine. It is very important to.remember that any wind turbine ; has high speed spinning parts and can be very dangerous if not installed properly! Make sure that the Schedule•40 steel pipe used for the tower is of adequate strength, that all bolted connections are tight and the guy wire anchors are suitable for your soil conditions. All of these elements are explained,in further detail later ,in this manual. Important! Choose a very calm day to do your installation. A gust of wind at the wrong moment could cause A VERY SERIOUS ACCIDENT! K PLEASE.... READ ALL OF THIS MANUAL BEFORE ,DOING ANYTHING ! ` . ; r ' SOUTHWEST. WINDPOWER 6/1/01 4 _ 'Whisper 175 70 Foot Tower Manual Document #0032 REV A Tower Kit Parts List ~ GP3-21K8L (70 Ft/ 21m) Your tower Idt includes: • QUANTITY ' PART No. PART DESCRIPTION 3 2 ILWHA03 BASE ANGLES 4 LWHC12 GUY TAB -PUNCHED (30°) ` 6 LW HC 1 l GUY TAB -PUNCHED (450). 1 LWHB35 LINK—GIN POLE TO 2 TURNBUCKLES 2 LWHB25 - LINK --GIN POLE TO ANCHOR, EYEBOLT 8 LWHD33 PIPE INSERT BOLT --5/8-11 X.6 1/2 GR 5 ZINC 5 LWHD30 SIDE GUY TAB BOLT --5/8-11 X 7 GR 5 ZINC , .3 LWHD24 HEX HEAD BOLT --7/8-9 X 8 GR 5 ZINC ' 1 LWHD32 HEX HEADBOLT--7/8-9 X 3 GR 5 ZINC 13 LWHD34 NYLOCK HEX NUT --5/8-11 GR 5 ZINC 4 LWHD35 NYLOCK HEX NUT --7/8-9 GR 5 ZINC 4 LWHD06 ANCHOR BOLT FOR BASE ANGLES --3/4 X 18 GALVANIZED 4 LWHD38 3/a" SPLIT LOCK WASHER,FOR BASE ANCHOR BOLTS 20 LWHC06 THIMBLE --5/16 HEAVY DUTY 68 LWHC19 WIRE ROPE CLIP --5/16 DROP FORGED STEEL 8 LWHCOS TURNBUCKLE -'/2 X 9 EYE & AJW DROP FORGED 700 LWHC04A GUY WIRE --5/16" 4 LWHB16 PIPE CONNECTOR 5" X. 180 WALL (7 GAUGE) HREW 2 LWHB32 TUBE SPACER FOR BASE ANGLE LOCATION 3 LWHD37 SHACKLE --2 TON, SIZE'/z" Items NOT Included in This Kit: Description ' . Quantity 5" Schedule 40 Steel Pipe 5 x 21' (6.4m) 3/4" x 12 inch forged eyebolt for anchor 2 3/4".x 8 inch forged eyebolt for anchor. 2 Copper ground rod 1 Grounding Wire 10 ft Rope for tower lift line (8000 lbs min: breaking strength) 80 ft Rope for gin pole lift line,& ladder side support 175 ft (4000 lbs min. breaking strength) Pulley for tower lift line (min. 4500 lbs rating) 1 Pulley for gin pole lift -line (min. 3000 lbs rating) 1 ' SOUTHWEST w NDPOWER 6/1/01 5• ' e' Whisper 175 70• Foot Tower Manual Document #0032 REV A 10 ft ladder rated for 2501bs 1 Concrete (2500 psi rating) 4.5 yd3(0.9/anchor) Rebar —various sizes and lengths. See Anchor Details Wood blocks, bricks to lift pipe 7" above ground level Sledgehammer Heavy duty. 1/2" drill leather gloves Safety glasses Grease to slide pipe inserts into place Metal file to remove excess metal in pipe edges Recommended sources for rope, pulley and eyebolts Adventure Gear: (888) 241-1864 <www.ewalker.com> ® Sterling 1 lmrn static rope, 8000 lb'strength, List Price: $.67 per foot ® LMS 2" pulley, 7500• lb strength, Cat#0904800002, List Price: $19.49 (Note: this type of pulley requires the following carabiner to connect it to the eyebolt) e Omega D carabiner, 70001b strength, Cat#0806400001, List Price: $4.98 Bent Gate Mountaineering: (877) 236-8428 <Www.bentgate.com> o Sterling 1 lmm static rope, 8000 lb strength, List Price: $.70 per foot ® DMM Twist.pulley, 6700 lb strength, List Price: $20.95 (Note: this type of pulley requires the following carabiner to connect it to the eyebolt) s Omega D carabiner, .7000 lb strength', List Price: $4.98 Chicago Hardware and Fixture: (847)455-6609 <www.chicagohardware.com> ® 3/4" x.8 inch forged eyebolt, galvanized, Part No. 081146, List Price: $26..12 ® %14 x 12 inch forged eyebolt, galvanized, Part No. 081207, List Price: $28.96 Call to get a local distributor of their products. IMPORTANT: Do, not attempt to use lower quality rope. - A standard knot on a rope will diminish its strength in half. 'For this 'tower kit we only recommend the ropes available at Adventure Gear or Bent Gate Mountaineering. These'are mountain climbing ropes designed for. higher strength than the ropes found at your hardware store. ' Do NOT attempt to install this tower kit using a lower quality rope.. SOUTHWEST WINDPOWER 6/1/01 6 Z V✓Wsper 175 70 Foot Tower Manual Document #0032 REV A Unpacldng, Inspection and Approval 1. Inspect the parts included in your tower kit and _make sure that nothing is missing or damaged. Use the Parts List for assistance identifying parts as you unpack your kit. ` 2. Parts NOT included in the Tower Kit must be procured locally, and should be available at a hardware store. Pipe for the tower can be purchased from a local plumbing or steel supplier. Use the list of suppliers recommended by Southwest Windpower for the for lift lines, pulleys, and anchor eyebolts. Refer to the Parts List to determine the total length and number of pipes required for the tower itself and the lift pipe (ginpole). - Make sure your ' materials supplier cuts the pipes to the appropriate length BEFORE you have them delivered to your site! The kit will require drilling holes on the pipe. You also need to decide if you will be liftingthe tower by vehicle or winch, and obtain,the necessary equipment and components.. An appropriately sized winch can be used instead of a vehicle and pulley system. .. 3. This tower kit has been reviewed for tower stress and anchor load analysis per the 1997 Uniform Building Code (UBC) for static analysis only. A , registered professional engineer who is licensed to practice in the States of Nebraska and California did the analysis. For counties that require a building permit, request PE Stamped Engineering approved tower and . ' foundation plans (Nebraska,, California) from Southwest Windpower. Submit the engineer -approved tower and foundation plans to your local building permit authorities and obtain a building permit. 4. Before installation, clean, prime and paint all parts including the base,angles furnished in the kit. In -particularly corrosive environments you may wish to consider having parts hot -dipped galvanized. Hardware (nut, bolts, turnbuckles, guy wire, etc.) furnished by Southwest Windpower in the tower kits are galvanized for corrosion resistance. Whisper 175 70 Foot Tower Manual Document #0032 REV A Step 1: Site Selection Site selection is. the most important factor affecting the per, f'ormance of your wind turbine! The energy in the wind is the kinetic energy of the .moving air mass. What a wind. turbine does is convert some of that kinetic energy into. mechanical energy, which is then converted to electricity. The formula for the amount of power in the wind is a cube function of the wind speed. Thismeans basically that an increase. in wind speed of 10% (say from 9 mph to 10 mph) will result in approximately a 37% " increase in the energy available from the wind and a similar difference in turbine performance. In almost all locations the wind speed increases, as you get higher off the ground. This is why, the taller the tower the better. As a rule, the turbine should be mounted as -high in the air and as far away from obstructions as is possible. To find the best location to erect your tower and wind turbine, study the area available and take note of how the prevailing (most common) winds blow through it. If there are trees, buildings, hills or. other obstructions take note of how high they are and where they are in relation to the prevailing wind direction and your proposed tower location. The best site for, your tower and turbine will be upwind and above any obstructions which may .exist. If there are houses or trees in the surrounding area it is best to mount the turbine at least twice as high as any obstruction in the area. If the turbine is to be mounted at the crest of a hill or on a beach where winds come from across the water, a lower tower may be acceptable. The next consideration in siting your tower and'turbine is the distance from the turbine to your batteries. The shortest distance will require the least amount of wire and reduce the amount of power lost through the wiring. If a long distance is required between your tower and the batteries it will be necessary to use heavy gage wire to reduce the resistance of the wire. The power consumed by the wires can be calculated using the formula: Power = Current x Current x Resistance ,(P=PP) Since the resistance of the wire is directly proportional to its length, making the run shorter will dramatically reduce the amount of power "lost". in the wires. Refer to the Whisper Owner's manual and make sure you are using correct gage wiring to minimize system losses. The person laying out your power system should be aware of these considerations when the system is in the planning stages. SOUTHWEST WINDPOWER ' 6/1/01 8 Whisper 175 70 Foot Tower Manual Document #0032 REV A Step 2: Mast Pipe and ]Hardware Selection Due to the high cost of shipping and the widespread availability of pipe used for the tower, Southwest Windpower does not provide these materials. Materials are readily available through most hardware stores or plumbing companies and will cost much less when purchased locally than if they were shipped from our factory. The Whisper 175 is designed to be mounted on a 5" inside diameter pipe (12.7 cm). The pipe is classified as 5" Schedule 40 steel pipe. Around the world pipe may come in different sizes. Make sure your pipe is Schedule 40 with a wall thickness of 0.258" (6.5 mm), and an external diameter of 5.563" (14.1 cm). NOTE: In some areas there are subsidies and grants available for installing renewable energy systems. If you live in one of these areas and need an engineering analysis for this tower assembly to satisfy your local authorities please contact us. We have an engineering analysis available for this tower kit. Pipe Lenjzth Table for 5 inch Schedule 40 Pipe 70Ft(21m) Tower. (See Figure 1 -tower �verLiCill)..;;E�ll:ulner_p1pr� fur luwer:. Z.JLiI Figure 1 describes the way the different pipe lengths are assembled. SOUTHWEST WINDPOWER 6/1/01 9 Whisper 175-70 Foot Tower Manual c Anchc Grour Document #0032 REV A SOUTHWEST WINDPOWER Figure 2: Birdseye View 12' ove Whisper 175 70 Foot Tower Manual' Document #0032 REV A , i See Figure 4.3 ! , See Figure 4.3 F 1, See Figure 4.3 - See Figure 42. Isometric View Figure 2: Anchor and cable layout Step 3: Tower, Base and Anchor Layout This tower kit must only be erected. on a calm day (no wind). The tower. base and anchors should be laid out as described in Figure 2 and Figure 7. The tower will be assembled. laying on the ground and then tilted up into position. IMPORTANT!: . 'Whisper 175 70 Foot Tower Manual Document #0032 REV A If the tower is being erected on the side of a hill it will be much easier to raise the tower if it is assembled to the uphill side of the base, as it will already be part way up once it is assembled. In this'case the two opposing anchors should be at the same height on the hill as the tower base, one anchor should be directly uphill and one directly downhill from the tower base. The ground must be level or made level between the side anchors and the tower base. The ground may slope steadily downward from the tower top (when it is in the lowered position) to the tower base, and from the tower base to the lift anchor. When the lift anchor lies lower than the tower base there is more room for winches, lifting pulleys, etc. Be sure the anchor points and base position are in a line when sighted from anchor to anchor. It is very important that the center of the eyebolts on the side anchors are in line with the center pivot bolthole on the base angles. This means that the center of the eyebolts on the side anchors should be 6 inches above the top of the 4 - inch concrete anchors for a total distance of 16 inches above the ground (see Figure 4.3). This must correspond with a base anchor that is 6 inches above ground level because the hole in the angles is 4 inches above the concrete for a total distance of 10 inches above ground (see Figure 2). This will ensure that the forces on the guy .wires are balanced properly, make final guy wire adjustments simpler and will help a great deal during the actual raising of the tower. The side anchors and tower base should also be at the same height. If either of these requirements are not met, the guy wires will either tighten excessively or become excessively slack as the tower is raised. If the guy wires tighten excessively the tower may buckle and collapse, causing possible injury or even death and at the very least, damage to both the tower and the turbine. Carefully read the section on raising the tower for further instructions on making the proper adjustments in these situations. A tower should never be close to occupied buildings. A good rule of thumb is to select a location that is a distance of at least one and a half times the tower height. Thus, if you are installing a 70' (21m) tower, the tower should be a distance of at least 105 feet (30 m) from any occupied buildings. CAUTION! NEVER INSTALL A TOWER WHERE IT COULD CONTACT POWERLINES IN ANY DIRECTION. DANGER OF LETHAL SHOCK! CONTACT WITH OVERHEAD POWER LINES WILL CAUSE INSTANT ELECTROCUTION SOUTHWEST WINDPOWER 6/1/01 14 Whisper 175 70 Foot Tower Manual Document #0032 REV A These towers may often be set in wooded areas. It is only necessary to clear enough trees for the guy wires. Clear the path for the guy wires as the tower is raised and lowered. Be sure the height of the tower is'at least 30 ft (10 m) above trees and structures within 300 ft. (100 m) radius of the wind generator. The center of an open field is ideal and can reduce the tower height requirement. Determine Location for Tower Base Select a location for the tower base, and determine the direction in which the tower will lower and raise. If you will be using a vehicle to raise the tower, clear a path for the lift line from the lift anchor to the vehicle. A swivel pulley will be installed at the lift anchor, between the tower base and the vehicle. Mark the ground locations for the base and anchors. This tower kit is designed to be installed on a.flat surface. If you have a location that is on an incline or side of a hill,you will need to have a local certified engineer review your installation. The design of this tower requires the gin pole (lift pipe) to rest on the eyebolt/anchor. If the gin pole was not supported from the ground "it would cause unnecessary stresses and could force the tower to buckle. In addition, on an"incline, your upper anchor should be installed on a dugout in order to make sure enough dirt is. actually supporting the .stresses of the anchor. If you are unsure of your design, and before you begin your project on a hill, we recommend you contact the head engineer at Southwest Windpower to make sure your installation is.safe. , When your tower is being installed on an incline you must make sure that the side anchors and base anchor are level: The front and back. anchors must be directly up, and down slope with the gin pole .on the downhill section. This will help raise the tower since the turbine will be resting uphill. Make sure the anchor points and base anchor are in line when sighted from anchor to anchor. This will ensure the forces on the guywires are balanced properly. SOUTHWEST WINDPOWER ' 6/1/01 • 15 B 7 so 9.75 4X #6 REBAR FULL LENGTH 036.00. ` 1: MIMINUM CONCRETE STRENGTH: 2500 PSI. m� 2. MINIMUM REBAR GRADE 40. 0.75 3. ANCHORS SHALL BE SOLIDLY CAST 4 INTO CONCRETE AND THE SERVICE- SHEAR AND TENSION LOAD SHALL ' 1 11 FULL LENGTH STRANDS NOT EXCEED 1400 PSI (TENSION), OF #4 REBAR ON 30.00" 1550 PSI (SHEAR). 9.75�.� TIED 3X WITH #3 REBAR E F 4.FIRMLY COMPACT ALL FILL. ,o` X30.00 5. ALL CALCULATIONS ARE BASED •--' ON A CLAY -SOIL COMPRESSIVE STRENGTH OF 1000 PSF. SOIL SAMPLE 036.00 4X 0.75" TIE ROD. SHOULD. BE TAKEN•AND VERIFIED TO A MINIMUM COMPRESSIVE STRENGTH 4X 0.75" TIE ROD OF 1000 PSF. 6. ALLOW CONCRETE TO SET FOR #3 REBAR 28 DAYS. - 7. ALL CALCULATIONS PER UBC 1997. 6.00 3.00 #6 REBAR 15.00 / / / / / 42.00 / / #4 REBAR 6.00 1. MIMINUM CONCRETE STRENGTH: 2500 PSI. 2. MINIMUM REBAR GRADE 40. 3. REBAR ENDS ARE TO BE LOCATED 3.00" FROM EDGE OF CONCRETE. 4.FIRMLY COMPACT ALL FILL. 6. ALLOW CONCRETE TO SET FOR 28 DAYS 7. REMOVE ALL CONCRETE FORMS AFTER POUR. BACKFILL AND COMPACT AROUND CONCRETE AFTER FORMS ARE REMOVED. D 6.00 e I" 9-m 4 #6 REBAR FULL LENGTH /AT CENTER --036.00 11 FULL LENGTH STRANDS SOF #4 REBAR ON 0 30.W' TIED 3X WITH #3 REBAR —030-00 0.750" EYE BOLT - EMBEDDED 7.00" MIN /INTO CONCRETE AND ORIENTED WITH CABLE #3 REBAR Whisper 175 70 Foot Tower Manual Document #0032 REV A Step 4: Tower Base & Guy Wire Anchor Assembly Buried concrete anchors will work in any situation other than solid rock. A hole must be dug in the ground at the desired anchor point. The calculations made for this manual and anchor design are for clay soil, which is the worst-case scenario. All design considerations and notes included in this manual assume a clay soil situation. You can use the blueprints for other types of soil as well. Use the two 1" tube spacers along with two of the long 7/8" bolts to assemble the base angles in the proper orientation. The spacers make sure the distance between the angle plates is correct and to make the assembly of the tower base anchor easier. The length of the spacers is the same as the width of the 5" schedule 40 steel pipe. The spacers will be used as positioning devices allowing the angles to be perfectly spaced while the concrete sets. Once the concrete has solidified you can remove the spacers and install the bolts with the lift pipe and turbine pipe. PRECAUTION: Make sure the flexible conduit coming down your turbine pipe has enough spacing to bend at the cement anchor. If there is not enough space you can create a groove (typically 1 inch deep) in the cement before it solidifies. Use 2500 -psi concrete and let cure for 28 days (mix ratio - contact your local concrete supplier if there are any questions) and pour the base and anchor foundations. The four 3/4" x 18" anchor bolts should be bolted to the base angles with the 3/4" split lock washer between the nut and the angle, and then wire wrapped to the rebar structure for the base foundation (see Figure 5). The four eyebolts should be wire wrapped to the rebar structure shown in Figure 6. The concrete is then poured around these structures. Level the foundation tops with a slight slope to assure that water will not pool around the anchor rods and base. The base anchor should be 6 inches above ground level. The four guy wire anchors should be 4 inches above ground level (see Figure 2). The two side anchors should have the center of the 3/4" x 12" eyebolt located 6 inches above the top of the concrete anchor (see Figure 4.3). The backside anchor and the lift -pipe anchor should have the center of the 3/4" x 8" eyebolts 1.5 inches above the concrete anchor (see Figure 4.2). The lift anchor has hardware and plates that connect it to the lift -pipe anchor (see Figure 4.1 and 4.2), and if you do not level the anchors appropriately you will have problems installing the kit. Also, the anchor for the gin pole is offset to the side between 3 and 4 inches to accommodate the linkage hardware (see Figure 7). See Figure 4.2 and Figure 8 for details. SOUTHWEST WINDPOWER 6/1/01 21 Type"of Soil Will Concrete Anchor r work? Sand Yes Yes Solid Rock <',No Use the two 1" tube spacers along with two of the long 7/8" bolts to assemble the base angles in the proper orientation. The spacers make sure the distance between the angle plates is correct and to make the assembly of the tower base anchor easier. The length of the spacers is the same as the width of the 5" schedule 40 steel pipe. The spacers will be used as positioning devices allowing the angles to be perfectly spaced while the concrete sets. Once the concrete has solidified you can remove the spacers and install the bolts with the lift pipe and turbine pipe. PRECAUTION: Make sure the flexible conduit coming down your turbine pipe has enough spacing to bend at the cement anchor. If there is not enough space you can create a groove (typically 1 inch deep) in the cement before it solidifies. Use 2500 -psi concrete and let cure for 28 days (mix ratio - contact your local concrete supplier if there are any questions) and pour the base and anchor foundations. The four 3/4" x 18" anchor bolts should be bolted to the base angles with the 3/4" split lock washer between the nut and the angle, and then wire wrapped to the rebar structure for the base foundation (see Figure 5). The four eyebolts should be wire wrapped to the rebar structure shown in Figure 6. The concrete is then poured around these structures. Level the foundation tops with a slight slope to assure that water will not pool around the anchor rods and base. The base anchor should be 6 inches above ground level. The four guy wire anchors should be 4 inches above ground level (see Figure 2). The two side anchors should have the center of the 3/4" x 12" eyebolt located 6 inches above the top of the concrete anchor (see Figure 4.3). The backside anchor and the lift -pipe anchor should have the center of the 3/4" x 8" eyebolts 1.5 inches above the concrete anchor (see Figure 4.2). The lift anchor has hardware and plates that connect it to the lift -pipe anchor (see Figure 4.1 and 4.2), and if you do not level the anchors appropriately you will have problems installing the kit. Also, the anchor for the gin pole is offset to the side between 3 and 4 inches to accommodate the linkage hardware (see Figure 7). See Figure 4.2 and Figure 8 for details. SOUTHWEST WINDPOWER 6/1/01 21 'Whisper.175 70 Foot Tower Manual Step 5: Documtnt #0032 REV A Assembly of Pipe sections . , 7 The following steps have been taken before you reach this point: ' ❑ You have dug .5 holes. Four Anchor holes and one base hole. You have made sure they are centered and at equal distances from the center hole. Review Figure 2, 4.2, 4.3, and 7'to understand the position of holes. ❑ You have worked witha. civil contractor, who has used our blueprints, to build anchor rods, installed eyebolts for anchors and base bolts for base` anchor and poured the concrete. To make sure the base bolts are properly, . centered you have assembled the base angle with the spacers provided and poured the concrete. You have allowed 28 days for the concrete to solidify. ❑ You now have the base anchor with the base "angle and the four eyebolt anchors ready to be used. Now you are ready to assemble the pipe sections. Pipe'Assembly: e Your pipe'has already -been cut to length according to the Pipe Length Table. ® The guy tab holes -have been drilled according to Figure 1.2. ® The Guy tabs have been installed on the appropriate pipe lengths and now you are ready to assemble the pipe You will need.to have some grease, a file and help (or a lift) to assemble the pipe lengths together. In addition, we recommend having wood blocks and a sledgehammer to help you introduce the pipe inserts into the pipe ends..;It will also be helpful to use a clamp to compress the insert before you try to insert it into the pipe. Never hit the tubes directly with the sledgehammer. Use wood blocks as a cushion between the pipe and the sledgehammer. ,® Drill a hole through the tower and lift -pole bottom sections, -as shown in Figure 3.1 ® Bolt lift pole to tower base assembly. ® Connect second lift pole section to the bottom lift pole section as shown in Figure 1.1 Once the pipe inserts are secured in the pipe ends .you are ready to, drill the holes to hold the pipe insert bolts in place. Figure I :1 describes the distance and the type of bolt used. When you finish assembling the gin pole and tower pipe the installation should look like Figure 10. Remember to have on hand wood pieces or bricks to support the pipe sections 7 inches aboveground. This is important since you -do not want to be moving the tower and lift -pipe sections around. They are very heavy. SOUTHWEST WINDPOWER 6/1/01 I 22 Whisper 175 70 Foot Tower Manual Document #0032 REV.A Remember to have help around to move the pipes into place., See figure 2 and 10 for details? The last hole to be drilled is the one in the gin pole that connects it to the steel anchor links (see Figure 4.2). This hole cannot be drilled until the anchors are in place and the assembled gin pole is bolted to the base angles. 0 . Connect the two steel links to the eyebolt with the 7/8" x 3" hex bolt. The eyebolt hole end of the steel links will determine the location of the hole that must be drilled on the gin pole.*, This hole should be located near the centerline of the pipe. o Fasten the three steel plates to.,the gin pole with the 7/8" x 8" hex bolt as shown in Figures 4.1 & 4.2. ' ® Connect a turnbuckle to'each of the two holes in the center steel plate. Step 6: ' Attaching Guy Wires Now that the pipe sections are assembled you are ready to install the guy wires. . • Install a shackle to each of the two side anchor eyebolts and to the backside anchor eyebolt. ® Install two turnbuckles to'each of these shackles. At this point you should have all eight turnbuckles connected to the anchors. ® Position each of these turnbuckles in the middle of its range so it can be used to either tighten or_loosen the cable. ® Cut the. steel cable into the proper lengths for the upper and lower guy cables. The following table indicates the individual cable lengths that are necessary for this tower. The last column in this table is the approximate working length .of cable that will exist between the turnbuckle on the anchor and the tab on the tower pipe.. Note: You should have 20 feet of cable left over after cutting the guy cables. This last piece of cable should be cut into four 5' sections. These cable lengths will be used as backup security loops after, the tower is erected and the guy cables.are properly tensioned (see Figure 4.3). Guy Wire Location (vertical location) Lower level (35') Upper level.(63') SOUTHWEST WiNDPOWER Size to cut.steel cable 6 ,' 60' 4 (@ 80' Approx. length from turnbuckle to guy tab (ft 48 ft 70.5 ft Whisper 175 70 Foot Tower Manual Document #0032 REV A ® Attach the side anchor guy wires to the gin pole as shown in Figure 7. o Attach a thimble to the tab on the gin pole and also to the side anchor eyebolt. Note that the left and right guy wire for the gin pole are connected directly to the eyebolts and do not connect to the turnbuckles (the eight " turnbuckles are only used for guy wires that come from. the tower pipe). ® Guy wires should be as tiglif as possible pulling by hand. Six inches of side- to-side slack at the end of the -lift pole is acceptable. Three cable clamps shall. always be used to secure each end of the guy cables. Be sure that the forged side of the cable clamp is used on the.cable that is under load (see r Figure 9.2). Note: Thimbles may need to be spread open to install them on your eyebolts. This can be done with a pair of pliers. Be sure to press the open end of the thimbles back together (with -pliers) before attaching the guy wires. See Figure 9.1 for details. • Attach *upper and lower guy cables to the two side :anchors. Again, use a cable thimble on each of the guy tabs, and also on the turnbuckles. The table in this section tells you.how long to cut these cables and also how long the approximate: cable length should be after being attached to the turnbuckle and the tower pipe. • You should have around five feet of cable on each end to make the connections with the cable clamps. Again, be sure that the forged side of the cable clamp is used on the cable that is under load (see Figure 9.2). • Attach'upper and lower backside guy cables from the tower pipe to the backside anchor. This is the'anchor that. is presently laying right next to the . tower pipe. These are the guy cables that will prevent the tower from rotating past vertical when the tower is erected. It is very important that these cables are, secured to the tower pipe before you try to raise the tower. • Use the table in this section to estimate the length of these cables. Pulling it to a side anchor and placing a piece of tape on the wire'at the distance of the turnbuckle on the side anchor can also estimate the rear wire length.. ; • The rear wire must then be attached to its respective anchor at the point marked by the tape. This should make its lengthapproximately correct when the tower is up (again, it will be readjusted, so don't worry about a few inches one way or the other). Make sure that none of the guy wires are crossed and that the side wires are straight without the rear wire crossed on top -of theme! SOUTHWEST WINDPOWER 6/1/01 24 Whisper 175 70 Foot Tower Manual Document #0032 REV A ® Attach the -side and rear wires securely as shown in the drawing with three clamps on each wire. Use 30 -ft-lb. of torque on each nut. It is important (for., .good strength) that the saddle part of each clamp is on'the loaded (tower) side of the guy wire (see Figure 9.2). ® The last set of guy wires are the'ones that connect the gin pole to the tower ' pipe. For now, attach these wires to the turnbuckles that are attached to the gin pole (see Figures 4.2, 8, & 10). You will have an easier time attaching these cables to the tower pipe if you make a mark on each of these cables at the•estimated`point of attachment.with the guy tabs on the tower pipe. This can be done by measuring appropriate amount of cable (see Table) and then bend the cable to mark it. These cables will eventually be attached to the tower pipe after the gin pole has been raised. Figures 7, 8, 9.1 and 9.2 show details on how the guy wires should be assembled. Make sure you measure the length of the guy wires'correctly, otherwise they will not be the proper length and you will spend much time resetting them. Leave about 6 inches of slack in the wires to allow for any misalignment or unnoted elevation differences (the wires will be adjusted more precisely later). Centerline Front Anchor (Lift Pipe) 4" Note: Lift -pipe Anchor is above Offset from Centerline ground, approximately 3.6 inches Eyebolt flush with cement e. s• • Right Anchor Left Anchor ' 4" above 4" above - ground. ground,. Eyebolt 6" Eyebolt 6" above above cement cement Back Anchor 4" above ground, eyebolt flush ; with cement Figure 7: Birdseye View of Anchors and Lift -Pipe SOUTHWEST WINDPOWER 6/1/01 25 r Whisper 175 70 Foot Tower Manual Document #0032 REV A CI ip Thirib le cob le tension Note that the forged part of the clomp secures the , cab loaded Figure 9.2 Step 7: ing the Tower It is critically important that the tower be properly grounded before it is erected. Grounding will provide static and lightning protection for the turbine, tower-, and the rest of your system. Typically, grounding is accomplished by driving an eight = foot copper ground rod into the earth near the tower base. A wire is then used to connect the tower base to the ground rod (see Figure 3.1). , Grounding is a critical part of any tower installation. Not grounding your system will void your warranty AND cause damage to your turbine, and Balance of System (BOS). It is recommended to ground all guy wires to the same ground rod; especially in high lightning -strike, areas. Consult your electrical contractor + regarding local laws regarding the grounding of structures. . Step 8: Raising the Tower . Important Note - Since you ariabout to lift the complete tower, we want to double check the procedure to make sure it is safe to coniinue. The following must be completed before proceeding with the following section: o Tower pipe is properly grounded ❑ . Tower pipe and gin pole must be connected to the tower base o All sections of tower pipe and gin pole must be fitted together ❑ All guy wire tabs are fastened to tower pipe and gin pole o Top of towerpipe.is drilled to accommodate the tower insertfor the wind turbine yaw shaft (see wind turbine owner's manual) SOUTHWEST WINDPOWER 6/1/01 27 i Whisper 175 70 Foot'Tower Manual Document #0032 REV A o All side guy cables for the tower and gin pole are connected to the side anchors. The cables should be properly tensioned so only minor modifications with the turnbuckles will be required after the tower is raised. ❑ The guy cables on the backside of the tower are connected to the anchor. This is the anchor that is next to the tower pipe laying on the ground. The cable length should be similar to the cable lengths for the side anchors so that the tower pipe does not tilt past vertical during the tower erection. ❑ The guy cables that connect the tower pipe to the gin pole should be cut to Oanchor e approximate length and attached to the turnbuckles on the, gin pole. he 7/8" hole should be located and drilled in, the gin pole that connects the to the gin pole via the steel plates. The steel plates should be secured o the gin pole with the large through -bolt. The two turnbuckles should be attached to the smaller steel plate. (see Figure 4.2) a All guy connections and bolts must be re -checked 1. The tower lift line must be connected to the gin pole before the gin pole is erected. ■ Remove the bolt that connects the two steel -plates on the gin pole to the eyebolt anchor. 0 After removing this from the anchor, connect the plates -back together with the bolt and tie the tower lift line to this bolt. - This is the rope that will eventually be used to raise the tower pipe. This rope -should be around 80, feet long and must have a minimum breaking strength of 8000 . lbs: The slack length of this rope should allow the gin pole to rotate just past ertical. This length is approximately 55' for a 35' gin pole. The tower lift line s ould be threaded through a pulley on the anchor. This pulley must be rated for at ast 4500 lbs. A knot (or other means of anchoring) should be tied on the lift side " of the'pulley that will prevent more than 55' of rope from being let out. 2. The first step to raising the. tower is to raise,the gin pole. The gin pole for the 70' 175 tower weighs over 500 pounds so a secondary gin pole is necessary to raise the gin pole. One option for this secondary gin pole is to use a. 10' ladder with a minimum rating of at least 250 pounds (see Figure 10). Do not use a stepladder for this because it must be able to rotate on its base. The ladder should straddle the tower -pipe and be located near the tower base. An extension ladder with the proper rating should work just fine. The ladder should be given side-to-side support by tying a rope from the top of the ladder to each of the side anchors. This rope should have a minimum breaking strength of 40001bs. These two ropes will prevent the ladder from falling to either side during:the gin 28 SOUTHWEST WINDPOWER. 6/1/01 -NVWsper 175 70 Foot Tower Manual 4 Document #0032 REV A pole erection. If a ladder is not available,'then an A -Frame can be built out of 2x4s (see Figure 15). 3. It will be easier to attach the guy cables from the gin pole to the tower pipe in Step 7 if the cables are pre-bent at the estimated location of attachment to the tower pipe. This should be done before the gin pole is raised. 4. Connect the gin pole lift line to one of the turnbuckles on the gin pole. The minimum breaking strength for this rope must be 4000 lbs. The'gin pole lift rope is then run across the top rung on the ladder before it goes through a pulley connected to the anchor. This pulley must be rated for at least 3000 lbs. The end of this rope should be attached to the bumper on the vehicle raising the gin pole. An alternative to a vehicle is to use an appropriately sized winch connected to the anchor (see Figure 10). 5. You will have to temporarily hold the ladder vertical while a second person begins to pull on the gin pole lift line. However; once the ladder will stay vertical due to the tension in the lift line, everyone should:evacuate the area around the ladder andgin pole while it is being raised. CAUTION: DO NOT ALLOW ANYONE NEAR THE 1LADDER.OR GIN . POLE WHILE RAISING TIDE GIN POLE 6. Slowly begin to pull on the gin.pole lift line while a second person observes this procedure from a safe distance. Immediately stop this procedure if the ladder slips orif anything else does not seem right. Pay attention to the tension in the side guy cables on the gin pole.while it is being raised. , Stop if the guy cables either become excessively taut or slack. The ladder should fall to the ground after the gin pole is 10 feet off the ground. Continue to lift the gin pole until it just passes the vertical point. Gravity should then naturally move it a few degrees past center until the tower lift line holds it in place (see Figure 11). 7. Connect the.upper and lower guy cables from the gin pole to the tower pipe. This will be made easier if you pre-bent the cables at the approximate location while the gin pole was still on the ground as described in step 3.. CAUTION: BE SURE THE GIN POLE IS SAFELY ANCHORED SO IT DOES NOT FALL ON THE PERSON CONNECTING THE LOWER GUY CABLE TO THE TOWER PIPE. SOUTHWEST WINDPOWER 6/1/01 29 Whisper 175 70 Foot Tower Manual Document #0032 REV A 8. ` Move the vehicle to the other side of the tower and prepare it to begin pulling on the tower lift line. Be sure the tower lift line goes through a pulley on the anchor and is then securely attached to the vehicle. ® Pull on the tower lift line until the tension in the guy cables just begins to lift the tower pipe off the ground. ® Stop the vehicle and check that'the gin pole and tower pipe are at a 90° angle (see Figure 12). The tension in the upper and lower cables should be equal. If the two pipes are not at a 90° angle or if the cables do not have equalized tension, then lower the gin pole just enough to be able to make adjustments in the cable length on the tower pipe (see Figure 11 and 12). ® Repeat this process until the gin pole and tower pipe are at a 90° angle and the tension in the upper and lower guy cables are equalized. 19. Now you should be,ready to erect the tower pipe for the "first time.. Do not raise the tower with a turbine on top until you have raised and lowered the tower several times without a turbine. It will be easier to make adjustments to the tower if there is not a turbine on the tower pipe. Also, it is important to learn how to smoothly raise and lower the tower before you try to do this with your new wind turbine. CAUTION:. NEVER STAND NEAR OR UNDER TOWER, GUYS, OR GIN POLE WHEN RAISING OR LOWERING TOWER IO.Raise tower slowly- carefully observing the tension in the side guys. If the side guys become taut, stop lifting and lower the tower and loosen the side guys that are too tight. Repeat if necessary. Excess tension in side guys due to anchors being lower than base pivot point will collapse the pipe. Raise tower until nearly vertical but with tension still on lift cable. A second person or the driver can now catch the lift pole and lower it gently to the ground. Allowing the lift pole to crash to the ground puts a serious strain on the back guys and other tower components. At the end of this step, the tower should be vertical (see Figure 13). 11.Check that the length of cable on the backside guy cables is not too slack or too taut. Minor adjustments can be made with the turnbuckles, but major adjustments should be made by lowering the tower and adjusting the length of cable through the cable clamps. Also, check that the cable length on the side guys is correct. Be sure to lower the tower if any adjustments need to be made. SOUTHWEST WINDPOWER 6/1/01 30 Y `Whisper 175 70 Foot Tower Manual Document #0032 REV A 12.Fasien the lift pole to the anchor. Using a long level against the side of the tower toward each anchor, adjust the lower. turnbuckles until the tower is plumb at the base. Sighting up the tower, now tighten the upper turnbuckles until tower is straight. Guy wires should be lust tight enough to eliminate sag. 13.After`the tower pipe is vertical and the guy cables are properly tensioned, ;- practice lowering and raising the tower several times without the turbine installed. 14.Once you are comfortable lowering and raising your tower, it is time to install the turbine. Lower the tower pipe so the end is resting on a support stand near the top guy. cables (see Figure 14). This stand should hold the end of the tower .pipe, approximately 3 to 4 feet off the ground. You may need several wood blocks of different heights to support the tower. 15. Install the turbine to the top of the tower by following the instructions in the Wind turbine owner's manual. The electrical wires for the wind turbine should be installed inside the tower pipe. Double check the rotor blades, tail, and tower insert are properly secured to the turbine and tower. The ends of the electrical wires from the wind turbine should be shorted to prevent the turbine from spinning while raising the tower. 16. Connect the tower to ground. You need to install a ground rod and using a AWG # 10 solid copper wire or bigger connecting the tower to the rod. Consult your local building code specifications for grounding of towers., See Figure 3.1 Side view for details.. 17.After the turbine is installed, raise the towerTollowing the same procedure as described in step 10. 18. Secure the. gin pole to the anchor and make any final adjustments to the tension in theguy cables with the turnbuckles. ' 19.Follow the turbine instruction manual on how to connect the turbine to the controller. 20.Congratulations! - You are now ready to begin harnessing power from the wind. 31 Whisper 175 70 Foot Tower Manual - Document #0032 REV A A Section of rope (not shown) 10' Ladder Hefight Two guy. wires shall to be cut to osecur Note. All side guy cables shall for tower -and gin pole and be tied from the top of d length and secured the backside guy 'cobles ladder to each of the side turnbuckles before gin gi anchors shall be secured to the u cu (tea temporary (two tem loader) pole Is raised anchors: before gin pole guy PP L1ne is erected ate V�4t Gin Pole Tower Plpe Loy tower pipe and li Gln pole Ilft line shall be Tower Ilft Ilse Shell be attached to gin pole and tied off of ter being gin pole on logs or pole nttoched top of gin ole, threaded through pulleyy on anchor. ' bricks pipe p p p horizontal move ocCross center of he top rung on ladder and thread The I th of rope shall allow the in o e to rotate just beyond vertical through.a pulley on the anchor 9 P . Figure 10 �- Length of tower lift line from gin pole to pulley NOTE; shall ollow the gin polo 00 not allow any person to be Gln pole to rotate just beyond under the ladder or gin pole 11ft line vertical while. lifting -_ 'and Lpaperlower Connect the upper and lower guy ' - cables to .tower pi Pc so that the guy cables Gin Pole Kl1at in Sower lift guy cables will hove slack line or other neons of anchoring the when the gin pole and tower a at o 90 degree angle line shall prevent • are the gin pole'from over rototing . Ladder should fall to ground during tfie gln pole erection Tower Pipe O O A winch ottached to this anchor can be used if a vehicle is not available Figure 1.1 ' SOUTHWEST WINDPOWER Whisper 175 70 Foot Tower Manual Document #0032 REV A Gln pole Length of upper lift line Is and lowerguy not used cables shall be after gin pole adjusted so there erection is not any slack when the In a pole and £ower Tower lift line pipe are at a 90 degree angle O O 34 Document #0032 REV A Whisper 175 70 Foot Tower Manual Note: - Raise and lower the tower '. `s several tines before- In'to)IIng - the turbine:to the tower. ' Note:' diust the tensim In the guy cables tl the turnbuckles so thot the tower _ - pipe Is vertical. If this requires the -cable then lover ry loosening of the clonp, the -tower pipe and do this on the ground. - CAUTION Overtlghtening the turnbuckie3 can cause , donoge to the tower -that can result serious In a very unsafe tower. Tension 'in the cables should only be enough to eliminate obvious sag. . -. •Tower Pipe - - - - A'properly tightened gguy cable - - ' - should have some sloe k The backside guy cables Shall be secured to the anchor before the toyer pipe erection Renove ^gg I n pole' 11%Ilne . f Be careful the • gin pole does not crush the pulley, - Gin Pole 34 Whisper 175 70 Foot Tower Manual le Document #0032 REV A 4.5 Figure 4.2: Side View of Ginpole Anchor (Eyebolt Flush with Concrete) .Drawing NOT TO SCALE ,. 5/16" safety cable - on, aprox length able clamps Cement 4„ Anchor Figure 4.3: Concrete Anchor View (back and side anchors only) SOUTHWEST WINDPOWER 6/1101 18 'Whisper 175 70 Foot Tower Manual 7-N LOCK NUT I _ . NYLOCK NUT GUY TAB 0 o y 5/8 X 7BOLT , 1 ;W bisper 175 70 Foot Tower Manual SOUTHWEST WiNDPOWER Isometric View Ground rod and vrire Base Anchor Side View Figure 3.1:- Base Anchor Layout Whisper 175.70 Foot Tower Manual Document 40032 REV A Figure 8: Tower Assembly Side View Figure 9.1 Turnbuckle and Guy Wire attachment SOUTHWEST WINDPOWER 6/1/01 26• Whisper 175 70 Foot Tower Manual Document #0032 REV A Holes: 1.5° from Tube edge, Turbi a 7/8' Hole Tube 1 ' Lift Tube Figure 3.2: Base Anchor Detail, View Gin Pole Figure 4:1: Ginpole. Anchor Angle View Introducing the all new grid -connected wind system for home & business. 0 3 Enjoy the benefits of utility power while reducing your electric bill every time the wind blows! A Whisper 500 grid connected system will significantly reduce or even eliminate your monthly electrical bill., Serious power from a small wind turbine - the Whisper 500 in combination with Magnetek's Wind Interface and Aurora Inverter synchronizes with the power in your home or office, eliminating batteries and creating enough i energy to pay an average monthly electric bill. Completely redesigned in 2004, the Whisper 500 works in harsh, high wind environments with its' two fiberglass reinforced blades and patented side furling design optimizing output at P.. any wind speed. Assuming a 12 mph (5.4 m/s) wind, a Whisper 500 will produce { as much as 500 kWh per month. {; Available May 2006 11 A .� �..1^ � t. ��Lr •,� ♦� � r. ,.1 ...t��`•hi,'•'�.. %.—� iii �: ��r, *` ,- 14. "4 iii , Y,;� ♦1 r r _ y �J. ,y_ `'-ate.■y9 �a �_� � �"� � •?7C ' ..7 _ . I[ i +.! ' JJ -.-....- r ._ le+e�.. � i..;f""' �' '4. W„ b7"'o' +w ,.. : Y .2••« ' mss# er uuiet: RQtinnic±: Pe E t Rotor Diameter 15 ft (4.5m) Weight 155 lbs (70kg) Shipping Weight & Dimensions (2 boxes) Body: 295 lbs. (133.8kg) 36 x 25 x 32" (914 x 635 x 812mm) Blades: 38 lbs. (17.2kg) 88 x 12 x 6" (2235 x 305 x 152mm) Mount 5" schedule 40 (127mm) Start -Up Wind Speed 7.5 mph (3.4m/s) Rated Power 3000 watts at 24mph (10.5m/s) Peak Power 3200 watts at 27mph (12m/s) Body Welded steel; Powder coated protection Blades (two) Carbon reinforced fiberglass Overspeed Protection Patented side -furling Kilowatt Hours Per Month 500 kWh/mo @12mph (5.4m/s) Survival Wind Speed 120 mph (55 m/s) Warranty MADE IN 5 Year limited warranty USA Y 500 Technical Specifications GRI -CONNECT 11 8 10 12 14 9.8 4.5 $A 8.9 Energy Curve MAGNETEK UNCOMMON POWER Power Curve Preliminary data collected from SWI Beech Mountain, NC. Aurora Inverter High speed MPPT optimized for W500 permanent magnet alternator Max Power Input Current 10 Amps per MPPT Channel, 20 Amps total . True Sine Wave Output Anti-Islanding protection Max Efficiency 96% Size (height x width x depth) 16.5inx 12.8 in x6.75 in (420mm x 326mm x 141 mm) IP65/NEMA 4X Enclosure Weight [Ib] (kg) 29 (13kg) Wind Interface Size (height x width x depth) [in] 10.125 in x 11.125 in x 3.6 in (255mm x 280mm x 90mm) Weight [Ib] (kg) 5 (2.3kg) Standards and Codes U� Aurora inverters comply with GAstandards set for grid -tied operation, safety and electromagnetic compatibility including: UL1741, CSA and CE certification Southwest Wandpo wer Renewable Energy Made Simple 1801 West Route 66 Flagstaff, AZ 86001 USA tel: 928.779.9463 fax: 928.779.1485 e-mail: info@windenergy.com www.windenergycom S Installation and Operator's Manual . Page 13 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) Aunwe Wind Inverter .._................._....._.__. Aurora Wind DC/DC Boost Convener Grid Interface Inverter Imefece Box . - 20A Line Fltler i PUG 9.e MN 3.61tW input _ V. = 400 V max � ' V_ 380 V nom. Gate Drive Board Gate Drive Board V_ 40 L i Optoisclation mew (0M_Q oc rL.w Fae®etli Inverter u..m�CL�N FaMaIX Embedded Gv%+w yaOap FaemeG Otl Wtp Femetli I Controller i i i Operator i Interface O t _ 2_ line LCD Reset 0 K1 i20A To I + I Distribution r Pertelboard Breaker r Fig.4 AURORA block diagram The block diagram shows the model AURORA PVI-3600-OUTD-US-F-W with its two input Dc -Dc converters. The. two Dc -Dc ,converters are controlled in parallel by the Wind maximum power point tracker control. Thanks to its high efficiency and large heat -sink, AURORA offers max. power operation over a wide ambient temperature range. The inverter is digitally controlled by means ,of two independent Digital Signal -Processors (DSP), and one microprocessor. Two single -chip independent computers maintain control in full. compliance with the electric standards relating to systems power supply and safety. The AURORA operating system performs inter -process communication checks to ensure the entire unit operates properly. t _ <::MAGNETEK .// !UNCOMMON POVW..ER U Installation and Operator's Manual Page 14 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) This process ensures optimal performance levels of the whole unit, as well as a high efficiency over the input voltage operating range and load conditions, always in full compliance with the applicable directives, standards and regulations. 2.4 Protective Devices 11 2.4.1 Anti-Islanding When the -local power distribution grid" fails due to a fault or when the equipment is shut down for maintenance operations, AURORA shall be physically disconnected under safety conditions, so as to protect the people working on the grid, in full compliance with the applicable prevailing national standards and regulations. To avoid any possible islanding operation, AURORA is provided with an automatic disconnection protective system called Anti-Islanding. The AURORA PVI-3600-OUTD-US-F-W model is equipped with an advanced Anti-Islanding protection certified according to the UL 1741 standard. 2.4.2 Ground Fault The Ground fault detection identifies ground faults that are present on the DC input conductors and the AC output 'conductors. An advanced ground fault protection circuit continuously monitors the -ground connection and shuts down AURORA, in case a ground fault is detected and indicates the ground fault condition by means of a red LED on the front panel. AURORA is equipped with a (chassis) ground screw clamp, which shall be used for connection of the plant Protective Earth conductor (equipment grounding conductor). See section 3.5 (step 4/7) for detailed grounding instructions. WARNING: Do not connect the Wind AURORA inverter to multiple wind turbine inputs. The.AURORA inverter is designed for connection to a single wind turbine only. NOTE: For detailed information on AURORA disconnection and on malfunctioning causes, refer to the corresponding sections. 2.4.3 Further Protective Devices AURORA is equipped with additional protections to guarantee safe operation under all circumstances. The protections include: ➢ Continuous monitoring of the grid voltage . to ensure the frequency and voltage values are within, the proper operational limits; `P:MAGNETEK • / UNCO'MKON POWER Installation and Operator's Manual Page 23 of 63 (PVI-3600-OUTD-US-F-W Rev.: 'L0) AURORA to the grid. Recommended ratings for the Ac over -current protection device is maximum 20A, 240V. id Wire in accordance with NEC and applicable local codes Fig. 10 General wiring diagram CAUTION: 'To reduce the risk of fire, connect only to a circuit provided with 20A maximum branch circuit overcurrent protection in accordance with the National Electical Code, ANSI/NFPA 70." WARNING: Always safety brake the wind turbine before opening the AC disconnect breaker. MAGNETEK �{ UNCOMMON - POWER }y 0 Installation and Operator's Manual (PVI-3600-OUTD-US-F-W Rev.: Lo) Page 27 of 63 Step 1/7: Open the Ac disconnect switch or circuit breaker and lockout the Ac disconnecting means. Step 2/7: Open the Dc' disconnect' switch and lockout the Dc disconnecting means. Step 3/7: Verify there is no voltage ,on,the connection terminals. - Step 4/7: Connect AURORA to the Main Ground (Protective Earth) The input and output circuits are isolated from the enclosure. The plant must have a Protective Earth (Equipment main ground) connection as required by the National Electric Code ANSI/FNPA 70 for proper equipment ground conductor sizing. The Protective Earth cable must be connected to the AURORA chassis ground connection as shown in Fig. 14 using the screw provided. Tighten the screw to a torque of 0.6 Nm .(5.3 in -lbs). Fig. 13: Location of Main Ground PE Screw • �y y1µ ye}'�� 3t,�..r �- 1 t w, !t{ 1M 4,, --.MAGNETEK .U,NGO'MKON• POWER point 9 Installation and Operator's Manual Page 29 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) I:OI C4 " + I ® a. . 7 ° a .. z f ■ ?■ ■ + e WO ■ �Z I� ■noun ■■■■■■ii a z_ >z F[ T Fig. 14: Wind Input with the two input sections paralleled NOTE: Paralleling the two input sections, the input current rating becomes equivalent to 20A (24A short circuit). In the parallel mode configuration the maximum input power limit is equivalent to the max output power plus losses. It can -be rated to 3800W. ' WARNING: Take special care to ensure the. Wind MPPT voltage polarity corresponds to the symbols "+" and "-" labeled on the contacts V1 the Wind Interface Box. Before connecting AURORA with the Wind Interface Box, Magnetek recommends checking, using a proper gauge, that the polarity, value and the allowable .voltage value between positive and negative contacts are correct. Wind MPPT connection: Follow this procedure for connecting the Wind Interface to the Aurora Wind Inverter. 1) Install the suitable wire method between AURORA Wind inverter and Wind Interface'Box. MAGNETEK UNCOMMON. POWER . k Installation and Operator's Manual * Page 36 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) A NOTE: All inverter statuses signaled by the corresponding LED coming on or blinking, are also identified on AURORA LCD by a message relating to the operation being carried out or to the defect/fault found (see following sub -sections). MAGNETEK UNCOMMON POWER LEDs Status Power (Green): Fault (Yellow): GFI (Red): Operational Status AURORA self -disconnection during no wind conditions Remarks Input voltage below 50 Vdc on the MPPT input 2 3 Power (Green): 0 Fault (Yellow):settings GFI (Red): Power (Green): Fault (Yellow): GFI (Red): AURORA initialization, loading and waiting for grid check is exporting to grid f Input voltage above 50 Vdc for the MPPT input. It is a transition status while operating conditions are checked. Standard'machine operation (search of max. power point or constant voltage). Power (Green): Fault (Yellow): System insulation device faulty Ground leakage found 4 GFI (Red): F 5 Power (Green): Z Fault (Yellow): GFI (Red):. Malfunction — fault! The�Fault can be inside or outside the unit. See the alarm appearing on the LCD. 6 'Power (Green): Fault (Yellow): GFI (Red): Z Installation phase: A is disconnected from grid. During installation, it refers to set-up of the address for RS - 485 communication. A NOTE: All inverter statuses signaled by the corresponding LED coming on or blinking, are also identified on AURORA LCD by a message relating to the operation being carried out or to the defect/fault found (see following sub -sections). MAGNETEK UNCOMMON POWER Installation and Operator's Manual' Page 37 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0), G 1) 'Sleep Mode , Y ® AURORA is in the sleep mode disconnection phase; this happens R ® whenever the input power is too low to ' export power to the feed grid and power the inverter control system as well. -' G 0 2) AURORA Initializatioa.and Grid Check, Y ® The unit is in. the initialization phase: energy _ supply for the R ® inverter control system is high enough.. AURORA is : also checking that starting conditions. — such as input voltage, starting time, etc. - necessary for the initialization process, are satisfied. Grid check is then started. G 3) AURORA Under Production Y ® Once all electronic and safety self -tests are over, the unit starts the R .,Z exporting process. As stated above, during this phase AURORA carries out an automatic search and analysis .of the power curve max power point tracking (MDPT). ' G ❑ 4) Ground Insulation Y ❑ The inverter signals a ground fault." R ;� This can be due to an insulation defect on the .wind interface ,box input connection. ➢ Insulation De ect An insulation fault condition has been detected. in the wind turbine or in the corresponding connection:. a connection is conductive with the grounded potential. ' WARNING: Trying to remove the; fault by yourself is • extremely dangerous. The instructions below have to be -followed very carefully. In case you are not . experienced or skilled enough to work safely -on the unit, contact, a specialized. technician. What to do after an insulationdefect has been found Whenever the red. LED comes on,`press the special multifunction push-button next to the LCD side to reset it. If this fault can be reset, the AURORA will continue working. If the fault cannot be �•/'MAGNETEK - '; UNCOMMON- POWER - Installation and Operator's Manual Page 38 of 63 (PVI-3600-OUTD-US-F-W. - Rev:: 1.0) reset, there could ' be a water seepage due to. condensation that is causing a ground fault or 'there is some other insulation breakdown. Have the system inspected by qualified -personnel. If the signal cannot be reset, .insulate AURORA on both Dc and Ac sides so " as to ' reach a safe condition; then contact an authorized center for repairing the fault. G ® 5) Malfunction -Fault Signal Y Every, time • AURORA . check system detects an operative R ® malfunction or fault, the. yellow LED comes on and a message showing the type ofproblem found appears on the LCD. G ® 6) RS -485 Address Setting Signal Y 0 During installation; the yellow LED will flash until the address is R ® confirmed. For further information about setting the address, refer to chapter 6.3: 5.4 Messages and Error Codes The system status is identified through message .or error signals appearing on the LCD. The tables below summarize the two'types of signals that can be displayed; MESSAGES identify the AURORA actual status; so they do not relate to faults .and nothing has to be done: The message swill disappear as soon as standard conditions are restored? ; ERRORS identify,a possibletfault of the equipment or of the connected parts. The signal will disappear:as soon aas the -causes are removed, except for the ground insulation fault. Usually, when an error signal appears, an action, is needed. This action will be managed as much as possible by AURORA or, in case this is not possible, AURORA will supply all the necessary` information to assist the person fixing the fault on the"equipment o'r system. �f. ♦tai "1't',:1�.' :MAGN,ETEK POWER , +r i Installation and Operator's Manual Page 39 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) Message Warning Type Error Type Description Wind Low W001 // Input Voltage under threshold Input OC // E001 Input overcurrent Wind Low W002 // Wind Energy low Input OV // E002 Input Overvolta e Internal Error // E003 SW error Bulk OV // E004 Bulk overvolta e Internal Error // E005 Communication Error Out OC // E006 Output overcurrent Internal Error // E007 IGBT saturation Internal Error // E008 Bulk undervolta e Internal Error // E009 Internal Error Grid Fail W003 // Grid Fail Internal Error // E010 Bulk Low Internal Error // E011 Ramp Fail DC/DC Fail // E012 DcDc error revealed by inverter Wrong Mode // E013 Wrong Input setting (Single instead of dual Over Temperature // E014 Overtemperature Capacitors Fault // E015 Bulk Capacitor Fail Inverter Fail // E016 Inverter fail revealed bv DcDc Internal Error // E017 Start Timeout Ground Fault // E018 I leak fail Internal Error // E019 leak Sensor fail Internal Error // E020 Self test error 1 Internal Error // E021 Self test error 2 Internal Error // E022 Self test error 4 Internal Error //'.; .., , E023 Dc -Injection Error Grid OV _I W004 // Grid overvolta e Grid W W005 ` // Grid undervolta e Grid OF W006-- _ // Grid overfre uenc Grid OF W007 // Grid underfre uenc Z Grid HI W008 // Z Grid out of range Internal Error ! // E024 Internal Error -------------- ] // E025. Riso low (log only) Internal Error ., // E026 VRef Error Internal Error 1 V/ E027 " VGdd Measures error Internal Error 1 ",/V r -'E028 FGdd Measures error Internal Error // E029 ZGrid Measures error Internal Error // E030 ILeak Measures error Internal Error // E031 Wrong V Measure Internal Error // J E032 Wrong I Measure Internal Error // ' E033 Undertem erature xSt MAGNETEK UNCOMMON POWER I Installation and Operator's Manual Page 45 of 63 ' (PVI-3600-OUTD-US-F-W Rev:: A :0) - The sequence of the screens is summarized in the following figure: Grid fail Finitializing... , 11 Please Wait - Vgrid Fgrid , Out of range ' Out of range Vgrid Fgrid Next Connection In range In range sec Regular cycle Regular cycle Type Part N° - S/N • Firmware , Loop of error return regular cycle' Model P/N Pac Vint • � ERROR � Pac • Vin2 )Regular cycle Firmware ' Exit from the Y regular cycle, 9 E -Total .ti r cyl�7�:, h -Total TimeGrid �. NumGnd i fit r. r". ;�i yet litreE-Today Modelnverter - , j, ` .:MAGNETEK • y n'' "UNGO'MMIDW POWER ' Installation and Operator's Manual Page 46 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) The values that can be displayed on the previous screens are summarized in the. table below: Data ' Description I; Vinl i Input voltage from Wind Interface Box, IN terminals Vin2 - Input voltage from Wind Interface Box IN2 ? Pac ; Output Ac power - I E -Total ' Total energy transferred to the grid since the unit was first operated r` E -Today Total energy exported to the grid today h -Total 1� Total time since the unit was first operated TYPe Type of AURORA S/N um Serial Number _ I' j' Part N° Part Number I, ' Firmware Firmware release number TimeGrid Time during which the unit exported energy to the grid NumGrid Number of connections to the grid Leakage Leakage current I' rr. MAGNETEK UNCOMMON POWER Installation and Operator's Manual Page 59 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) Description Value PVI-3600-OUTD-US-F-W r Nominal input voltage I r 360Vdc Minimum input voltage to,SOVdc connect to the grid "Absolute Maximum Rating" 600Vdc ' W...... �.... for i9put voltage Input ^voltage, MPPT operating SOVdc to 530Vdc range 4 Input voltage, MPPT range at 200Vdc to 530Vdc full power. Max.- operating input current s 20Adc Wind MPPT Input Max. input power 3800 W Wind MPPT In ut DC Ground fault protection Found fault detection and shut off of utility -interactive inverter MPPT configuration Single Wind MPPT, Power Curve is specific to I the Wind Turbine model As stated above, AURORA Wind performs MPPT on the programmed Wind turbine power curve and constantly researches the max. input Dc power point. This process is called MPPT (Maximum Power Point Tracking). 0:�FNOTE: If the input current supplied by the Wind Interface Box connected to the inverter is above the max. value and the input voltage is within the allowed range, the inverter is not damaged. "�� `� MAGNETEK ' {, UNCOMMON POWER Installation and Operator's Manual Page 60 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) 8.2 Output Values Description Nominal output power Value PVI-3600-OUTD-US-F-W IF 3600 W� I Grid voltage, nominal operating values I ^� 240Vac / 208Vac Grid voltage, operating ranges I 211 to 264Vac / 183 to 228Vac I Grid frequency, maximum range IF 47 to 63 Hz Grid frequency, nominal I 60 Hz Grid frequency, operating range F 59.3 to 60.5 Hz Nominal output current �` 16 Arms Output over current protection I 20 Arms _ ~I 8.3 Grid protection characteristics Anti islanding protection I According to UL 1741 I MAGNETEK 'y UNCOMMON POWER Installation and Operator's Manual Page 61 of 63 (PVI-3600-OUTD-US-F-W Rev.: 1.0) 8.4 General characteristics MAGNETEK UNCOMMON POWER Description Value PVI-3600-OUTD-US-F-W Maximum efficiency _ ��—_- --v_l � � 96% Internal consumption during stand-by ' <8W Internal consumption during night time < 0,30 W Operating ambient temperatureI -25°C to +60°C (-13°F to 140°F) I, Enclosure type` Nema 4X Relative Humidity – - �0 – 100 %condensing Audible Noise _ r �; < 40dBA Size (height x width x depth): I 420 x 310 x 144 mm i Weight- ' _ ~ i i 12.5 kg . I MAGNETEK UNCOMMON POWER F 1. MIMINUM CONCRETE STRENGTH: 2500 PSI. •' ' \ .2. MINIMUM REBAR GRADE 40. • 3. REBAR ENDS ARE TO BE LOCATED 3.00' FROM EDGE OF CONCRETE. ,4.FIRMLY COMPACT ALL FILL. b. ALLOW CONCRETE TO SET FOR 28 DAYS 7. REMOVE ALL CONCRETE FORMS AFTER POUR. BACKFILL ND COMPACT AROUND CONCRETE A TER FORMS ARE REMOVED. o= o= 11 FULL LENGTH ST_ ANl EBf �1s•� `1 1NITHI REBAR REVIWNA 2300702 OJONES �lm my 1 0 nma..a +ri'm'.ivap. rw ow it w � � �nwm.osm'atuoi.�w'.�ii' ewrvaeo .wrr rva Ri K 9.75 0 42.00 1. MIMINUM CONCRETE STRENGTH: 2500 PSI. 11 FI 2. MINIMUM REBAR GRADE 40. 3. ANCHORS SHALL BE SOLIDLY CAST x¶°gip INTO CONCRETE AND THE SERVICE SHEAR AND TENSION LOAD SHALL NOT EXCEED 1400 PSI (TENSION), 9.75 1550 PSI (SHEAR). 4.FIRMLY COMPACT ALL FILL. 5. ALL CALCULATIONS ARE BASED , ON A CLAY -SOIL COMPRESSIVE M � 4�` STRENGTH OF 1000 PSF. SOIL SA SAMPLE " SHOULD BE TAKEN AND VERIFIED TO A MINIMUM COMPRESSIVE STRENGTH <a ?V71 OF 1000 PS F. cz 6. ALLOW CONCRETE TO SET FOR ERS 28 DAYS. i-3.00 7. ALL CALCULATIONS PER UBC 1997. , , LENGT�1,,.', N' a" "ON: .0or# 3X WITH #3 REBAR 6.00 T c �- V. mo 11 1 1 A .v Q oo �. Na 31808 E* ■o ■0 ■v REViPONA 21OC102 O.IONES w�W Ol.f...a[.IICIeo •s x.o-ga—.o ru Ou[M wast W1HC1P.o w�i A. .NeK m M wCMe m.e. ....•.., .qm rmn..[u .m MGlfAlf. AtW1A a„ JONES lf& WHISPER 815 ,,. '°° m' FOUNDATION DETAIL l.0 m O 0 O N 01 N J L M r M N 1— 200 AMP PCE SERVICE METER lMvI==TI= 0 P -L, 1321,15' 88852,31" PROPOSED WIND TUR51NE SITE I a I i I 3: pLANNING MOSION - BUILDNI GPLAN use: ate: QX -i I Parking:rLandscaping: — I I Other. Signature: I I 5 FT 1565 II l I. N I! p 'I °l.o .I I, ROVED j z AND H IELD ' I! 0 .j CL 'I I, I I! REPLACEMENT FIELD � 'I I, 'I I, I! I! I! . I I, If 'I I! I !PJUSE COUNTY i6U.ILDING I -I V1gjpt;,! 'IAPPROVED- j (Ownor:10 4 Tc�-=1-- NIN Pio=� PN: o lio-676 /04,07 FILE 'i I, ------------------------------ BUTTE ' COUNTY -----------------------I----------------------------------------------------------- I SEP 182007 DEVELOPMENT SERVICES REVISIONS September 13, 2C01 z LU (L0 UJ ' > > (Pv UJ Q ) p Z Ul 3 Uj OL p (P L A�o�oo (y - U.! LU U (y- (y UJ U UJ 6, V• � Q z z U Q � Q Q � —1 Z (, 0 O��QC September 13, 2001 SCALE=S 3/ fro "=10'-O BY: D SCOTT JACKSON JOIB : 3I-1EET C1 OF BHEETB PV i-4000-WIND-1NTEfRF,4CE Not To Exceed 264 V AC With CEC Approved internal Meter Dual Pole 20 Amp Breaker O3 Phase Disconnect Min 600VOC-60amps SQUARE D " 4361 RB AC/DC OExternal, Visable, and Lockable Disconnect, Min 240 YAC/60 amp AC SEIMANS GF222 NR OUse 06 AWG if Run Exceeds 80 Ft. OUse w2 AWG If Run Exceeds 120 Ft. OTypical Utility Main Service "51-0irectional" Meter BUTTE COUNTY DUIDING DMISION APPROVED BUTTE COTTINTY SEP 18 2007 BEVEL0prgE,NT RFEVISIONS September 13, 2001 {— z Uj OL O > lu C4 Uj >( LDhoV Uj OL v L UJ Q Q) QCO�po N 3 U >9 Uj V — 1 Uj Z —j Q Z Z Q ^ Z (P 0 0 m QC November 16, 2005 SCALE-= NTS 8Y: D SCOTT JACKSON J015: SKEET OF SHEET6