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Home My WebLink About025-370-006MAS - NRY WALLS N E S -W 1st Lift 2nd I 'sft 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings + COMMERCIAL `036-69-0-006 00-1712 SAINTE C.B.I., LLC `Al?-- HWY 70, PACIFIC HEIGHTS, OROVILLE CONTR: SUNSERI CONSTRUCTION ' EQUIPMENT BUILDING OFFICE COPY Address GAS Meter By ELECTRIC Date i Meter By D V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date UN LOOK Plans OK except #'s Date FRAMING (Continued) - If3. on" -Setbacks-Easements-Flood-Slope-Soil Report 2 g., Main; Soils-Ufer Ground.-Ftg. Depth Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 46. Hangers -Post Caps -Anchors -Connectors 4 oof Shthing-Nailing-Diap.Chord Splice s 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backi ng 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs &Rails 70. Handicap -Door Levers -Fin. Floor ' 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location ' 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails &Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth { Clearance Looked under Floor O Yes j 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections ! 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric i 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates j 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. FI.V.A.C.-Ventilation-Roof Access 1 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs j 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7, County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PET,NO. (Rev. 12/96) APPLICATION AND PERMIT �%RM�a ASSESSOR PARCEL NUMBER 036-69—b-006 ZONING AR 221 BUILDING PERMIT OWNER SAINTE C.B.I. LLC (209) TELEPHONE 523-0777 SO. FT. OCC. BUILDING VALUATION 240 5 280.00 . OWNERS MAILING ADDRESS P.O. BOX 4159, MODESTO CA ATTN: CHESTER CONTRACTOR'S NAME SMITH, SUNSERI CONSTRUCTION TELEPHONE 891-6444 CONTRACTORS nalUNo ADDRESS 48 COMANCHE CT., CHICO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LASSEN DESIGN STUDIO—STEPHEN LICENSE NO. GILMORE Filen Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS P.O. BOX 560 MANTEN CA 96059 Plan Checking Fee $ 59-69 BUILDING ADDRESS HWY. 70—PACIFIC HEIGHTS RD., OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ 153.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMUNICATTON FACTUTY SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EQUIPMENT BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / L•��y y� License Class Lic. NO. Py �V /./ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier /c 4-P eq -f ter, Main Service To ,000A 46. 46.00 NEW CONST. DWELLING OCCUP. DWE200ALLING OR Ns. a ACC. S. so SO 3.50 C CONST, MULT"OUTLET 10 @7,50 75.00 POWER APPARATUS aUTLET OUTLET OUTLET OR FIXTURES �(. Occup. ES 20 1.00 00 Ex. Occup. ouT,EeDTs Ao .oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 141.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Policy Number _L Jr ',A— /'712 IIJ— % (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �� f D� X � — Date Signature of Applicant -PI Owner ❑ Contractor ❑ Age An OSHA permit is required for excavations over 5'0" dee ar�de,QT litipn r s gtiq , of structures over 3 stories in height. �� 6 t� Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 294.65 HA D. FE IMP , r FLOOD I CDF PARC PD D ISSUE This permit is hereby issued under of the Butte County ode and/or indicat abo or w icd`lees have B ^j�� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Tr/m 9�4 0 i7a,V6, Dete ReceiptNo. 302163 $139.40// '3 Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT „ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 , Telephone (530) 538-7541 PERMIT NO. Rev.12/96) ` APPLICATION AND PERMIT OD - ASSESSOR PARCEL NUER , /� �. J _©©� ZONING �, BUILDING PERMIT OWNER .5 '�� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADD/REESSS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ J20.ARCHITECT Permit Fee $ OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADO RESS Energy Plan Checking Fee $ $ PERMIT FEE $j` LOT NO. - SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 ' - USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other SPECIFY Solar or heat pump.water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Utilities ❑ Installation O Other O Describe Work: (% -i /. S (J �— (� / %�/ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ai OR mss 23.00 1 11 36)%%� p� UU O _�1�3 ReceiptNo. WHITE-D.D.S.-S.D. CANARY -ASSESSOR .®' t j e _ ! 3 9 qQ PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 100A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. 3.5¢F0: OR ADDNS. 8 ACC. BUDS. NEW MULTI-OUTLET A NON•RFSID. @7•50 CONST. POWER APPARATUS 8 SINGLE OUTLET CIR EX. OCCU OUTLET OR FocTUREs � eu ®1 Ex. Occup. GuntDrs R=) ERA. 5.00 TeriIporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 (V PERMIT FEE $ MECHANICAL PERMIT Fling Feel 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: 1 $ Mobile Home Installation Fee is Energy Inspection Fee Is OCC CONST. 111, TOTAL FEE $ , HAl D. FEES IMP FL000— CDF p0 HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 6 L By Date J PERMIT EXPIRES ON ata . �+ , Ai. _.. �.. `l-.-wrar-^'A.v,..r-�.:r� �... .: '� r-�('vr"r'it.-ti,yYvrl.... .., .,. �,�� y.- —.. ..�:"+•tv v . .. ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENT R'DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530),538-7541 e PERMIT APPLICATION DATA SHEET/ �\ / OWNER: ASSESSOR PARCEL ER: U' 3 (o w"2,0 Q a t0 Proposed Building Use: O /� Building Inspector:22�Date: At time of permit application, I -was'-advised the following data must be submitted prior to permit processing and/or issuance: !' Date Received By ❑ 1. All items have been submitted .-------------------1- - -- ---------------------------------------------------------------- ❑2. Pla ns, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ lete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- - plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 5. ? ngmeered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ rgy Design Compliance and supporting documentation. ---------------------------------------------------- A Vd'A atement of Intent for Non -Heated an/C Buildings. -------------------------------------- ----------- Hazardous Material Form. ------------ Z ---------------------------------------------- ❑ . M actured Home data and installation instructions in Tie Specifications .------------------ of$q-9 T',> �--- �'� ---- ------------ ----------------------------------- Iinpact fees as shown on the attachld scFiedule.------- California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- 4 Sanitation and plot plan approval Health Department. ------------------------------------------- 1 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- lot plan and business license approval from th City of Bi gs.---------------------------------------------- usc Purr 4pF ovc� oPV�;wi�6cntact lanning approval for (A) Use: DK (B) Parking: N /�-------------------------- � 2 0 0 P Land Development about 11Improvements, ❑ Drainage"�egal Parcel. ----------------------- w -W-1-21- o aM 14 �croachment Permit for driveway (construction approval prior to occupancy).---------------------------�� ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- , ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- KWh you issue the permit, process as ollows ❑ Mail to owner, ❑Mail to contractor. C�� Telephone �- 3 and hold for pickup at office. ❑ Deliver with inspector. S/'YL u c i s2 e---ZFf/d o /?,//.. Applicant: Date: 210, �0 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, o Other- Date: By: permit application for a above ite s numbered: Plan Check List 01416Index Additional items r wired: ti 0(� O, Contractor, design owner, as advised of the above required data by o phone, ,,ail, ❑ Building Division counter, by Date: O '� Contractor, design caner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in o Plan Cabinet, %A.P. folder. Note transfer by: XV Date: — Yellow Copy - Department of Development Services, Building Division. TO: FROM: SUBJECT: 9�, c_`:, Building Department Environmental Health Sanitation Clearance 00—�� I� 1 E. Sri.E ONLY •'s ;l'. Plot Plan Anoehod Floor Plan Sent to B. ac d / SaW24 MI LLC!, A c,t.�>! L k1h2� � �G Owner Location AP# Plan Approved for: Sewage Disposal Water _�"�Supply: Public Private Well Clearance for dwelling. Other -T t— R= d' lLY)'1)9 141 t LI? YJ�7�� ! �r Hold final for: Final clearance O.K. for: NOTE: Environmental Health Spe 8/96 list N —(.c.� Date August 18, 2000 i. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Sainte —CBI LLC P.O. Box 4159 Modesto, CA 95352-4159 Re: Building Permit Number: 00-1712 Assessor's Parcel Number: 036-690-006 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The plans indicate that BSK will perform the special inspections. The Butte County Building Division must approve the inspector. Please provide this office with the inspector's resume. 2. Plan sheet 1 states that all bolts installed are bearing type connections and special -inspection of the high strength bolts is not required. I am not aware of an exception for bearing type connections. Please provide U.B.C. code section allowing the exception or perform special inspection of all high strength bolts. Plan check will continue .upon receipt of the above items and those items listed in the letter sent to you from Glenn Gibbons on August 10, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Glenn or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:05AM; 06/21/00 SON 14:78 IMAX ZOO 443 6140 65IL SKEZKIA" t BSK & Associates Laboratory Certifications Page 2 WAUuyiuzv VSKIII Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:05AM; 06./21/00 YON 14:30 FAX 208 400 6140 SS1C YA1S1iIAL$ CEMENT'AND CONCRETE REFERENCE LABORATORY AY TM NATIONAL INSTITVM OF STANDARDS AND TECHNOLOGY GAITERSBURG, MARYLAND 20889 (301) 97Sb704 . SPONSORE0 BY cOaowrm o, oN c.Buvr cog"T 'ME Q -o on COiNCPWM AND oDUCRM AA6REGAWS AMEn1GAN SC*ETr FOR TESTING AND KA79RIAL.6 July 7, 2000 Page 3 100 Bureau Dr., Stop 8622 FAX 301-3301956 TO: partidpants fa Me CCRL Portland Cement CONCRETE Prefldeocy Swnple P7bgr= SUBJECT: CowreW Profidevcy Samples No.115 and No. 116 Faclosod a year copy of the ileal report on the test results for the CCRL Concrete Pwdd=cy Samples which were d Witted in App 2M. This report 000sisis of scatter diag &= and as30CWA1 4etai7.ed iafa rINUOU For your informadM much Of ibis program is based on the paper: "Stadsdcal Evaluation Of IMWIO a M" Ce =d TMta" by J.R. Csau au and R. L. Blaine, and "Statistical Aspects of the Cep Testing Program` by W.I. Youdm which can be found in Volume 59 (1959) of the PrOccediMs of the American Safety of Testing arb Matcrids. The CCRL Aronw4micy Samplo Programa are iatenae6 for ilmerital use by tba labor=y as a tool m identify pvteohal problems in laboratory Pr ft or lost equipaaw and to ioitiaxe remedial acdoes. These programs are designed to =qpjament the CCRL Laboratory inspection Propm as part of a total quality systm Care should be tAkm when ging this prWam for awir other we. B is pmady antldpated that the nem Coaaefe PraSdancy Samples will be d Witted in November 2000. sir�rety. Robin K Haupt S06-43", prdideLacy Sample Programs Coaoew and Conarm Rcfhwm Laboratory Building Materials DivIdOn Building and Fire Research LabCKatory Enclosure Sent By: BECKMAN TOWER; 559 275 4973; o6/21/o0 MON 14:39 ]PAZ 209 466 6140 SSK MATERIALS Aug -22-00 9:06AM; Page 4 W VYvI v,cv CALWORMA Db:PARTMENT OF TRANSPORTATION Central Califorola Region Independent Assurance ;01#!s CERTIFICATE OF (QUALIFICATION for a TESTING LABORATORY Primary Contact: Michael Shwlyhat DSK dt Associates 1445 "F" Street Fresno, CA 93706 Tao testing laboratory named above hat met the requin meats as outlined In Caltrans Ataxwut for Qaafify Comovi and Quato Assareace For Asphalt Concrete. This Cartiflcate Is valid for a period not to exceed twelve (12) montbt from the deft of approval shows below. Should any evidence indicate otherwise, tbo fadlity will be ngaWMW as often at the Resident Na&eer dooms uecessaq within this time Period. Although various criteria for qualification have been observed, It is pr=umt+d that otbK perinont eonsid&aGonr . t-lnasure the iute0rity of t"Itag ormmdads and fail compliance with all applicable Sections of the Standard SpodOptiobs, prof ect Plans and Special provisions, and safety requirements of the Callforuia DlvMlon of Opsrattenal Safety and I;ealth have likewise been not. "Is laboratory is cerlifled to perfam the following California Test Methods: tOS,12502011; 2,204,20j",207p2U,209,211,212,z13.214,216.217,120,221,223,224,22SM61227 52,366,367,370,302 ,R. S. Sekhon, P.E. Central Region Materials Engineer by: Mark Huddleston Approval date: December 21, 1999 CertifW lndepcndeat Assurance Sampler and Tester Certificate Number 56 Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:06AM; Page 5 08/21/00 SON 14:40 FAX 208 488 8140 SSR NATERULS OPSBate of calirornia 9 Department u( vcaerai sorvtccc • Cray Davis. Govrraor DIVISION OF THE STATE ARCHITECT Headquarters • 1130 K Street. 5nttc 101 - Sauartttntn. CA 95814 • (916),40-5100 June 18, 2000 Glen Knappe BSK & Associates 1445 'F' Street Fresno, CA 93706 Re: Renewal of LEA Acceptance Dear Glen Knappe: LEA 23 Our records show that the LEA acceptance for your facility will expire soon. There is currently a large backlog of LEA renewal applications pending at The Division of ft State Architect (DSA). DSA Jr. moving forward with renewal evaluation visits however; it will take some time to catch up with the backlog of renewals that are now pending. Your facility has been given an extension of its current LEA approval to December 31, 2000. Thank you for participating in the Division of the State Architect's LEA program. If you have any questions please call Jeff Enzler at (916) 322-2490. Sincerely, Jeffrey J. Erol®r, SE District Structural Engineer cc: Richard T. Conrad - DSA Headquarters Nat Chauhan - Principle, DSA San Francisco Office Jim McCarthy - DSA Sacramento Office Dan Levemier- DSA Sacramento Office Jack Bruce - Principle, DSA Los Angeles Office Mahendra Mehta - Principle, DSA San Diego Office Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:06AM; Page 6 _ _ _—...:�..._...... 1®OV7ivcv oeiztioo lint+ 14:40 FAX 109 463 0140 sS11 MATERIALS AASH 1 -_-- AV TUL y�T1UVlI I_ lus•rITL'7l' of $T• NII.l«bo Aso TCC11,401.00Y February 29. 2000 111'r1.nlvU ^_.4. Ro0M ACAS (LII T'111.N71N1'1t G. W1) -'04" YHII\1. 1.11111 ill�•I1�1iJ f•�\ / till I ll{t. 1VtiA Tb: particlparots in she riot Mix Asphalt Proficiency Sample Program From. D. A- SmseJA51 Subject Final Report on the Test Results for Not Mix Asphalt Samples 5 t and 52 This letter and dsc aceompanying tables and scatter diagrams constitute the final report and summary of results for Hot Mix Asphalt Proficiency Satnpks Nos. 51 and $2. The samples welt sent to participants on December 9, 1999- T'he asphalts used in preparing these Hot Mix Asphalt Samples were 84011kinOus proficiency Samples Nos. 177 and t78 for sample Nos. SI and 52. respvaivelj. the pereentages of asphalt used were 4.31 for sample No. SI am 4.03 for sample No. sz. The tnixcs were prepared indivldu&Uy by adding asphalt at a temperance of 150 4. 5°C In the amounts mentioned above to previously dried and weighed aggregate samples at a temperature of 177 ± I°C and then mixing the asphalt and aggregue fur 1 min. t S seconds. Data from 439 laboratories were prticessed. The material included in this rcpon comists of the followiltg: ( 1) Explanation of the Final Repon (2) Table of Ruulrs for Individual Uharatories (3) Summary of Results (4) Seventeen General Scatter Diagrams The ratinps have nor been assigned to results submitted for tests 15. 16 and 17. because of the insufficient data to cunduct a proper statistical analysis. All data were ptaccssed as received, nth the exception of tcsr Nos. 15. 16 and 17. results differing from the avetaBe by morC than three standard deviations were removed by the computer. The summary table shows rhe averages, standard deviations and coefficients of variation obtained before and after ttmovals. The scatter diagrams show the results remaining after all removals indicated or the summary tables. ailZ i ^.:rr.'. 1 :l M: .�.. •:. C -1 -mad IIIY1PIfif+iSl.Uov VV01 tiit►t h((p.//WVNv.n�Gtppv�lanrl nnnf.hq'.:.r. :. ••� : . ar.Q TAAN.r'0111ATJnN On-iLiAL Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:07AM; Page 7 — -- 1®006tosv 08/21/00 Roti 10:40 PAX 208 460 0140 B98 MATE"ALB AAS ri I �e *,6c§ nce o�a6o atom A'1' '1' N E NATIONAL, 1r18T1TUTrt OP 4,, "V^Aoa AND TEVNMAI-A4iv tsumot"G 226. 'to"" A363 QAITf14RaOVRO• Mn 20"y May 4. 2000 PNot4o (30t) 97$-O7Y4 P.X (301) 33o-1936 To: Pasicipants in the AMRL Suit Proficiency Sample Program From; R. E. Mlsb*es. Program SupervrW Subject_ puW Report on the Test Results for Soil Samples 137 and 138 This terser and the accompanying mble and scatter diagrams conadmte tie final report and VAMAwy of results for Soil ProfiaemCy Samples Nos. 137 and 138. the samples were sent to participants on February 17, 7.000. Data from 544 laboratories are Included. ne material included in this report consists of the following: (1) Explanation of the Final Report (2) Table of Resuks for individual Laboratories (3) Svnuttary of Results (4) Fifteen General Starter Viagraats All data were processed as received. With the exception of (cAt number 13, results differing from the average by more than three standard deviations vete m-mved by the compucr. Tho wmmary table shows tie averages, standard deviations and coeffrcients of va[iation obtained before and after removals. ne scatter diagrams show du results rcmairdog after ail removals indicated On the summary tabic. 91'UN80FIEq pY $U6 -ret: ON MATrAIAL5 B TA11: n 41-gpv�Uw1 AMERICAN A550CIATION OF 5YX(E HIGHWAY yyt.V 11iG6: httP://wNl"II^'' G AND TAAN5POHTATION OPPIL'IALS Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:07AM; Page 8 !18/11/00 MON 14:40 FAS 209 485 6140 DSK MATERIALS BSK & Associates Personnel Resumes` B51� Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:07AM; Page 9 08/21/00 YON 14:41 FAB 209 485 8140 9SK MATERIALS Title: Senior Materials La sneer Registrations: Registered Civil Engineer - California pAgis0ered Civil Fnginrer - Arizona Registered Civil Engineer - Oklahoma Experience: USK do Associates - 1990 to Present Arizona DOT -1989 to 1990 Western Technologies - 1984 to 1989 Tcrraeon Consultants, Inc. - 1979 to 1984 Education: M.S. Geotechnical Paigineering - 1979 lowa State University A.S. Civil Engineering - 1977 Iowa state University Professional Background: Mr. Feist has over 21 years of =perience as a pmticing geotechnical and materials engineer in private consultant practice and govemmentservicc_ His bac"nndisoludesgeocechnieakengsneerirtg: construction inspeoion and testing;�,t. His prior experience pavement mix designs; pavement section design: and evaluation and construction managem ittcludes management of central lab facility of Arbx" Depatmtnng of Transpormaon as Assistant Quality Assurtutce Engineer. He has bad design responsibility tirr various new roadway and roadway reconstruction ProjecU with Frcxno County, City of Fresno. City of Madera. Kings County and the Fresno County TrorsPomdO° Authority. Ile has been actively involved in PCC and. AC mix designs throughout the Central Valley. He has experience in several states with cement, lime, and flyash stabilization of weak or expansive %.oils. Roltwaot project ezpeeltace includes: City of f0ano Annual Cwrfraer -1996 Hol MLC R Cola M& Rseyding MOW - Provided analysis of existkng pavements on various Projects throughout Fresno. Fhesnn, CA Project Manageroftesting and ink cticm during asphalt Tazlwap/ADronBocoasfiucllorl at F►uav Airport, testin ratrts over Etta week ete concroverlay of taxiway and aprons. Supervised field, batch plant and laboratory g Pro6 period of paving. PlsellaAlrporr F.xpatuion,Visalia, CA - New Runway, Taxiway and Apron were eontibuated- Project inanagcr Car testing of aubgrgde, aggregate base, PCC and AC. All testing was to FAA guidelines. Davis Montken AFB, Tncxoe, AL - (Taxi"YlAPron Consawcdon) -Project MattetCer of testing and inspection during S4.5mllllon nconstraction raid paving of taxiways and gvws. Project work was perrormod ai night due to severe de'"n heat. Established "quick analysis" routine which was accepted by Deparament of Air Force for forecasting remits of 28- day beam Test results with one day "fa4t cure' spiilting tensile tests. Rapid Alen Facft at TmRer AFS,lNldwor 0% OAC- Project marrsgcr of QC teeing to military standards for ElA million construerion of new apron, taimac and underground bunkers for AWAC plant crews. Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:07AM; Page 10 06/21/00 XON 14:41 FAX 209 166 6130 DSK KATERIAL9 Page 2 7lr1se International Airport (New FCC Runway) - Cousnitaut to IRITD for preparation of all PCC mix designs for project and sggmpm certification. project martuger during required or of now t8 million caabirunway. of ding aSupavisednd r technicians in field laboratory providing all material testing required for HAA project with course capability breaking beams as -site. Conducted "source'' certification of sUregate base used for base course end pavement underdrains. All testing was to FAA guickfint3- Highway 168 Segment 6, Frame CA- Project Manager and ocnior design nginoerfghylicOe4rtrl mile�aayprojcct•Co-authored Materials li sign Report forprimryi f P df ch was reviewed by Caltrans. w4Y h 189 war, Xwy 99 to Ilwghea Avenue, Frame, CA - Project manager for QeoW tnrcal investigation for the Highway 180199 intersection and for the Matcariels Design Report for the 3 miles of freeway ands oe strt;ets• "a& involves pavement section design to Caltrans standards. for the City of Fresno for Atrrrdovr Avenas Ateonst►rtction, F►sano, CA - Pavement design sport pm Twed � project and authored widatlag of Herndon Avenuc to six lanes from Palet Avenue to Cedar Avoautesting ea existing �mg movement and mpoQt which included pboto journal of existing pavement condition, property subgrade, r,.nmc"dations for use of recycled aspWt as ag9'egate base and strueivral sccd= for roadway. Assasmcrtt Db&kf Im, Shaw A Qrswley, Fresno, CA- Pavement design report- Project involved "R" value samplin& pavement condition evaluation and section design. FowlerAvtmue Reconstruction, Fnwro, CA - Project manager for DSK on geotechnical report. Proieet involved 'R" Value sampling, pavement condition evaluation and section dcsign. AMliattions: American society of Civil ftagluem Ceiifomis Couveil of Civil FAglneers and Land Surveyors AmcdcAn Concraia institute American Society of Testing Materials Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:08AM; Page 11/19 o8/Y1/Oo YON 14:41 FAX 108 487 0140 H99 KATERYAL9 GLENN KNAPP Title- Materials Division Manager Registration! F;ngineer-16Training Lic No. Xe093770 CeCtiCcaticos: ACI ' n E HAZWR - 4014r. Nuclear Density/Moistum Gauge operator uc Perticic and De Penetrant Testing) ASNT Catit4ed Level 1 Tochnician (Magee g' Experience: BSK & Associate • 1993 to Presmt Rabe Eagineffing -1992 to 1993 BSK dt Associates • 1990 to 1991 Various Companies (AWS Certified Welder) 1976 to 1988 Education: A.A. Degree - Frestro CRY College, 1984 B.S.. Civil Enginocring - California Statc Univoraity, Fresno, 1992 Professional Background: Mr. Knapp has over 15 years experience in the Gew of structural Steel welding. Mr. Knapp has served in the roles of Welder tder i 1: abricator sa un,eyrnan We Foreman Welding / Fiamecutting for various shops in rho Ceaael V tUey. Mr. i'abricstor, Jo Knapp is ut nQineer-in.Training (RM with experience in field observation and IsborawrY testing of soils, 00"' to and structural steel. Itcicvant project experience includes: Fresn&X10 it "ImExpanslon fo 6a MOD - Earihwocit observation and soil testing, reinforced concry Inspection- concrete 3amplingand visual observation and concrete welding. SupcMscd ent Handled df four re technic oo C y of l'resno on S 00 milt,on n of coordirmled n mspectlonof r+e,nforc g project. RaisffAreSrPH4 rMora, Call/errnin- Tested and inspected plactrndtt oroonerete on a daily basis during conshvetion of four- stcry building. Visual inspection of wcadod structural got - tions - Clovis Wrflled School DUpicr- Special inspection and tensile testing of structural members. Frudrno MetrwpaJUan J7eod Confrvl Dfstlot?, Fta", CA- E "bworit obsMation. soil sampling and testing. Fietno Padf(e College- visual observation and Inspection ofwelded sections for tilt up walls: concrete observation, eampling and waang. Ked Bank Elsnmstary SchaoJ, CT&Ws UnJffcd Sehaal Distrld- Euthwork obmmt,ott. sampling and nesting for pipelines wtd struotural sections. Porterwar Callege- Ficld welding observation and inspoctt0n of structural members. Church ofLellerDay Salnu. Fresno, CA- K.artbwork observation. soil sampling and testing. Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:08AM; 08721/00 SON 14.42 FAX log 403 6140 DSK MATERIALS �e,�,�a_pdpQ Hnspiiai, Ksolirt, C'A• Visual observation and inspection of welded sttuccural members- Presno Comm mni(y llospilai, FMile, CA- Visual observation, sampling and 'inspcclion of fireproofing mstorial. AtliliAtions Amcriam Welding SOoidy American WSW Works Awociation Antedmn SocietY of Civil Enginmrs Nalivaal Society of Prorossioaxl kngiaoers American Construction Inspactora Association M �noceu►WUMr�vc..�rr �� Page 12/19 Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:08AM; Page 13/19 08/21/Oo MON 14:42 FAX 2o9 465 6140 8$R MATERIALS MICHAEL .S):I'WA[YHAT Titic: Laboratory Managcr Certifications., CalTrws Methods. JOS, 125,201.202 205,206,208,211,216,217,731,304, 518,533,539,540 - Laboratory Mix Design & Testing Asphalt do Concrete Experience: BSK - 1989 to Present F,ductition: B.S. 1988 Mechaulcal Engineering- California State University. Fresuo F.U. - Mechanical Engiaccring professional Background: Mr. Shwiyhid is nSK's central oft laboratory manager, directly responsible for We&Mling materials laboratory tasting services with division manegcnx, ficid technicians and clienu. Mf, Shwiyhet is rCsponaihle for sample quality control from "log -in" through testiq, calculations and final reports. He is inscrvmetrial in scheduling and malamiti ft the rigorous quality Control program of the lahorstory to ectsure compliance with pertinent codes and standards including the caordin4on and purchase of all laboratory supplica. Mr. Sbwiyhat has supervised and trained a staff of materials technicians and maintains the sample reference programs with LILk AMRL and CCRL. Relevant project experience includes (partial list); Sunnyside 1119h Sclnvnl - Ftemo, CelVemle, Laboratory Mauager for project over at two year period. Laboratory' testing of all structural 1280621!s Including soils, concrete, n-inf0mcment, masonry, fubproo g tca ,Lenwore NAS, P-188 (Mullipfe Bei/d/concrcic cylinder copressIt59thtesting, l aggregate base, and asphalt cornaemaximum density determinations. c i na�dfnal report generation. Ronald Reagan Educadenaf FacllihW - Ckvb, Calr4gmiA Laboratory Manager for long-term project. Testing of all structural materials including asphalt core density testing and street cross-section detetntinatiolts- - Sdme Pr more 7Ye+adog Play! - Setpntffimd Site: Served as materials laboratory Project manager engineer for projoa on Federal EPA/Army Corps of Bmgineer. Project involved proper moisture room curing of chemically stabilised contaminated soils, compression and permeability testing of the stabilized soils, and compression testing of rds for samples r gunite lisarnplos. Mr. Shwiyhot coordinated all chart -of -custody recogincers at lab and mey established safety protocol for sample handling, He lnter%ced with the Army Corp of Engineers (ACE) laboratory in Saa3mm w and provide QA sampltm for them and assisted the ACE In establishing protocol for saturating and running the permeability tests on the stabilized solls. During the project, an average of 23 potmeabilitieslweek were tun on 10&7 to 10&g ctrl/sec material with a total of 780 permeabilities over the life of the project, Deliverable documents were presented on a weekly basis to the ACE. Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:09AM; Page 14/19 • ry va.r• vim.. oe/21%00 MON 14:42 PAX 209 484 0140 859 MATERIA" MICHAEL SHWI MAT Page 2 of 2 Navy Clean 11 Program - Befekel National: Laboratory Manager Of Project over thrr:c year period which involved Leg samples from location all over southern California. Results were reported in strict accordanec with Bctehel National's specifications. Testing hicluded flexible wall permeabilities, constant head permeabilhles, air pcemcabilldes, atrerberb limits, hydrometer analysis and gradation analysis. S01W WN'TP: Laboratory tv%mgcr in charge of materials mating. inciuding sample gradations, extractions, Dermesbilities. R -values, sieve analysis, expansion and plasticity index testing. madera Airport Ovwlay Proica. Determination of soli, agStegate base and, asphalt maximum densities per FAA specirtoadons. Performed rice grtivitrhrpocific gravity for reconstructed ruttwayhaximmy areas. Calculation% of all laboratory tett results and final report generation. Kw i. Akwn Overlay Projed. Determinatioa of soil, aWvgate base sad, asphalt concrete maximum densities per .AA speclficariolis. Calculations of all laboratory test results and Final report generation. 4Pitatlm American Concrete Institute CCRU ARML ASML Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:09AM; Page 15/19 08/21/00 YON 14:40 PAZ !08 480 0140 B91t NATiMIAL9 ------ MICHAEL -----MICHAFsL C,ALIGARIS Title: b1spector 11 Registrations: AWS CW( 095120021 AWS CWL N%04400E Certified GMAW & FCAW ASN'1' uvel Il Uhrasonlcs Iaupectiou ASNT Level If Dye Pa CWmt inspection ASHT Lcve111 Magnetic Particle Destructive & Nwr-flcstructive TexGng Nuclear Density Certified ACI Level I Pmsum Leak Testing Experience: BSK dt Associates 1997 to Present Thu Egging Company 1990 to 1997 Prof"Sionstl Background: Mr. Caligeris has 23 years eocperieoee as a welder and 10 years as a welding itwnctor. Duties include auaervision of wekiiltg ine9>+�a, muk0ti% No oo°soht°g' Reepoas[ble for hterpretWon of blue pciars. bepuatioo pr+ocedtaea for WD -destructive matin& welding pwcd= mods� and welding proccduree. Perforins inspection of wolds. nruatusl Steel, footiog,s. reinfera{tsg steel on otber commereial bulidoogs. BSK A ASPocfalas, Fhaswo. CA - Supervision of welding inspectors, project management, marlm-ting and consulting. Responsible for interpretation of blue prints, lnspection procedures for nondestructive testing, welding procedure qualifwatim records, welding procedures. 21%e EX#ng Co. Carley, NE -Quality Control Inspector. Inspection of welding. ultrasonic bq*c;ioa, non- dcstructive sect destructive inspection..visible dyc penetrant, irUcquatation of bloc prints, inspection ptvocdurw of non-destructive tcstiag. welding procedure qualification records, welding procedure records, computer systems, work orders, refbrence manuals, pneumatic and hydraulic systems. WUUClOr at weidlag "Ming scboo" 1Leievant project experience includes: Sknnyslde Ho School - Fresno, U - Fresno Unified School District Sr. Welding [aspeetor for new high school and is responsible for inspection of all phases of welding on the Sunnyside High School, also assisted the Inspector of Kword with inspection of the seismic bracing in aosordance to Sheet Metal. Air Conditioning Contractors National Assoeiatlon, National Fire Protection Agency, Code 13 and penetrations ofratcd walls Caesar Chevaz Adult School- FrB8t0. CA - F=10 Unified School District Sr. Welding Inspector for remodel of exiAting building into new adult school and is responsible for inspection oral' phases of welding. He also assisted the Inspector of Record with inspection of the seismic bracing in accordance to Sheet Metal, Air Conditioning Contracuns National Association. tlujiliafwns: American Welding Society Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:09AM; Page 16/19 08/21/00 XON 14:43 PAR tog 485 8140 BSK NATERIALS IM11111111 KEN OLSTEN Title: Inspector It Re&trntions: AWS/CWt 0 95080501 ASNT leve] 11 Dyc Penetrant ASNT Level 11 Ultrasonic Inspection Level 1t -Radiography. Radiosopy, Tlurmography Level Il - C-leetronic Laser Shearognsphy and ANSI Nuclear Test Inspector nadir Crose-Section Testing Point and Coatings Ttfits da; lnuPccticrts ACl Grade 1 Inspector Certified - Nuclear Density/Moisture Meter Operator Experience: ASK Aywciates 1999 to Present Upright Inc. Seim&, Cl 19% to I "ll Tavis Corp. Marlposa, Ce 1995 to 1996 Northrop Corp, 8-2 Div. Pico Rivera. Co. 1990 to 199S Professional Background; Mr.Olsten has over 14 years in project Quality Assurance/Quality Control. Mr. Olsten retains an Associate Arts Degree in Metallurgy and Materials Science (5/1995) and has over 29 units in Construction Management in continued college education courses. Duties Include; supcwhion of welding inspectors. pr+Ojoct management, marketing and consulting. Responsible for inwrpretation of bluc*lAts, inspection procedures for non-destructive testing, welding procedure records and welding procedur+ea. Performs, inspection of welds. structural atoel. footings, reinforcing steel, concrete sampling and testing and soils testing. Mr. Olsten also has experience in Static and Dynamic Crush testing; Helium and Hydrostatic leak testing; calibration and metrology; vibration. shock and el mt�onics Nesting and; extensive metaltography lab experience. %tolerant project experience Includes (partial listing): Fkebaugh Mid/(e School Fireboagh. CA - Flrckugh Un(litd School District Sr. Welding Inspector for new middle school. Performad material identifscatlon, visual and NDT welding inspection of structural steel, sheet steel and steel studs. Performed on-site welder certifications, witnessed epoxy anchor installations, performed concrete sampling and testing and placement observatlons. performed high-atfc Wh bolt testing and inspection and torque and load testing of anchor bolts. Performed nuclear gage compaction testing of utilities and foundation areas. Cener Clravet - Adab Educadon School - Fftsno, CA - Fresno Unified School Anidei: Welding ispeetor for remodel of existing building into new adult school. Lupeetion of field erection, field welding, NDT testing and high stivogth bolting; concrete sampling and testing. Cenlerfor Advanced Xesearch and Technology, Fresno Un(f ed School Dictrld: Shop and field welding inspection. Pian reading, detail interlrreddtion. NDT Impovtion and visual welding inspection. High strength holt testing and Inspection. Field welding Inspection of "end -welded " rebar and embedded studs. Shot -pin pull testing (Hilts type for stud walls). Rcinfrncing bar inapectlon, concrete sampling and testing., compaction testing of sub -grade and aggregate base materials. Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:10AM; Page 17/19 00/2f/oo MON 14:41 FAX 200 488 614o HSR MATERIALS KEN OLSTEN page 2 of 2 Fresno City College.Tecondary Effects BKildbtg: Viaml and N01' hold welding inspection of structural steel welding and sheet steel stairs. inspect(ott of end welded studs and visual inspection. of "complete -joint -penetration" welds. Cuncmte sampling and witing. Ckvls Central Elerrrattary School, Clovis Unried School Dlrlrlct: Performed visual and ultrasonic weld inspection and [:sting on attttotural steel probers for both shop and field welding. Performed material identifianion , concrete s"ling and testing, compaetitm testing using the nuclear gage method. Aferceded EdwV& jkeoter Remodel, Clow[ Unified Schaal Db*id: Material Identification and shop and field welding Inspection. Pertonucd visual and NDT ultrasanic welding inspection of structure[ members. Pcrformcd ccacruic sampling and ta%ting and $011 compaction testing. Yta AWld High sang[[, Yasambs URW-Nc taalD'ar"' of struuurat steel members Performed material identification and shop de field vis I snd pdu nobscrvalrtesting n g d compaction I tasting. Performed concrete sampling and testUtg 48 Lenworc NAS - Weapons Arra, weapons Assemb& BwildbtS, Lexicon, Ca: of welding o orators. Field weldlog Inspection of carbon steel and corrosion resistant steel (CRSS). Field testing 8 P Liquid Dye Penetrant testing of weldments. Concrete sampling and testing and compaction testing of $oils and aggregate but material. • . ,4mllatlons: American Welding Sockty, American Concrete Institute Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:10AM; Page 18/19 06/2i%00 YON 14:44 PAZ 208 abs 61e0 BSK NATERIAL3 DANPALMER Title: Inspector if lUgistrations: AWS/CWl s 98050971 ASM level 11 Dye t'eaetrant ASNT Level it Ultrasonic inspection ASNT Level 11 Magnetic Particle ASNT Radiography Operator Destructive & Non-Uostructive Testing ACI Grade l inspector Certitled - Nuclear Density/Moisture Meter Opersor Experience: BSK & Associates 199? to Present United States Navy 1987 to 1994 Professional Background: Mr. Palmer has S Yum as a welding inspector for the Navy and 4 years at BSK & Associates. Duties illciude supervision of welding inspectors, Project management. marketing and comIting• Respotll lble (Or IaWq rotation of bluo-prluts, inspection procedures for non-destructive testing, welding procedure records and welding yfocedares. performs inspection of welds, structural steel, footings, reinforcing steel, oorwrete sampling and testing and soils testing. itelevant project experience Includes (partial listing): Sunnyuide High School - F%aao, CA - FYesno VX#?ed Se6001 Disf ict Sr. Welding Inspector for now high school and was responsible for inspection of all phases of welding; also assisted the lnspeotoc-of-Record with inspection of seismic bracing in aecordenCO to Sheet Metal, Air Condhioning Contractor: National Association; Inspection of field erection, fold welding. NDT testing and Inspection and high strength bolting testing and inspection. Cewer CWavez - AduU Uyeafloo School - Fresno, CA - Reset UqLfied Sthool Dh*kf: Sr. Welding Inspector for remodel of existing building into now adult school and was responsible for inspection of all phases of welding. Assisted Inspector -of -Record with inspeetwns of seismic bracing In accordance with Sheat Metal. Air Conditioning Contractors National Association: inspection of field oreelion, field welding. NDT testing and high strength bolting; concrete sampling and tesdag. GV, Araea✓Spertr FecilUy, BaxcrI/feld, CA-* delxil interpretation, NDT Inspection and visual welding inspection, and field welding inspection. Plan reading Nigh strength bolt testing and inspection. Buckanoa High Schavl Foosball Sladitint, Clovis Umljllad Sthoof Dltttricl: Shop and field welding inspecilon; plan reading, daWl interpretation. NDT inspection and visual welding inspection. Nigh strength bolt testing and inspection. Bolt torque testing. Polk & Affuviol Scfitx 1. Central UROW School Drsfrlcr Field welding inspection and NDT inspection of structural steel welding. . Affiffivilona: American Welding Society. American Concrete Institsto Sent By: BECKMAN TOWER; 559 275 4973; Aug -22-00 9:11AM; Page 19/19 o8/21aoo YON 14:44 FAX 209 485 6140 BSR MATERIALS — "-- MAM HENDJUX Title: Inspector / Technician Certifications: ACI Grade I (previously certified -pending March 2000 results) A WSK:A W l 1199050384 Experience: BSK - Match 3000 to Resent - Wclding Inspector Upright, Inc. 1998 to 3000 - Quality Aanuratice, Welding Inspector Hogan' Demolition 1995 to 1998 - SuporvisOr Steven's industries 1993 to I995 - Mechanic Education: Graduate - Cumberland High School, Greenup, ll. - 1979 Missle Systems Analyst, L•'lectionics Specialist - Air Force 1979 to 1984 Continued Education Clasm - 1984 to ptuaont ... ..... - .... Relevant project oxpericncc (partial list): l vt:::1►.t rVAn- llL,f,,..l,.. 1:...:l:J:... %...:.«., f...?�):«ail iti.C,......i .:..,�1 ....1.{:..e':..t..•l ran-i:...iwq.-wn+1'f.i,i --._.... welding an various types of structural steel members. Detetmlaod weldmcnts to be in accordance with size sad type required by AWS V11 .1 and approved spociticatiOns and plans. Material identification. Verified personnel and process qualiIiesions. Cenrrol Valley Meat Company - Fresnn, Ca. - perfumed welder and process quallfication snit ctatifitadion fur company welders. Obtained coupons for laboratory tesdag. performed laboralory tenting (tensile & bend) testing . Generation of reports of welder certifications. Fire"0918 Br*e Projecs - FW augh Ca. -Performed petsoafu;l and job control testing of minforcent etn for installation of Lenton and HRC -510 coupling units for extended depth relaibreement cages in drilled caissons. Observed coupler torquing and unit conformance to project and nonufactuners recommendatinns. Visual mapection of onsite welding of reinforcement. Hanan Middle Schv94 HirraW Coalinge Unljtcd School DiSIHO : Material identification; On-site visual welding inspoction and personnel and process qualification verification for structural steel, deck and stud welding. Lend 'O'Lakes Evaporalor No. 6 - 7411are CQ,: Shop and Add welding inspection. Material identification and peraonneVprocess qualification review. Visual inspection ofweldrnents for conformance to approved pleas. specifications, change orders and applicable codes and standards. ATA T. 8ul/dleg, Fresrro Ca.: MatOfial identification and visual welding inspection for building m -model project. Fcrsonnei end rrmm qualification review and inspection of weldments for conformance to approved plans, specifications and applicable codes slid standards , yosenrire llfah Stchool - Yosemke Un led School D1 (M. Observed recommended process for epoxy dowel installation. Followed ICBG report guidelines for installation of No. 6 reinforcing bora to existing concrete. Inspected drilled holes for size, depth and cleanliness and vcrirLd plan approved epoxy Type, expiration date, batch number and installation. Affiliations. American Welding Society American Contrite Institute 11 August 18, 2000 Sainte —CBI LLC P.O. Box 4159 Modesto, CA 95352-4159 Department of Development Services .Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1712,, Assessor's Parcel Number: 036-690-006 This office has performed the structural. review of the'above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: The plans indicate that BSK will perform the special inspections. The Butte County Building Division must approve the inspector. Please provide this office with the ,inspector's resume. 2. Plan sheet 1 states that all bolts installed -are bearing type connections and special inspection of the high strength bolts is not required. I am not aware of an exception for bearing type connections. Please provide U.B.C. code section allowing the exception or perform special inspection of all high strength bolts. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Glenn Gibbons on August 10, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Glenn or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer August 10, 2000 *Department of Develo lent Services P Develop lent Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Sainte — CBI LLC P.O. Box 4159 Modesto, CA. 95352-4159 Equipment Building Assessor Parcel Number: 036-690-006 Building Permit Number: 00-1712 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide construction details for the required secondary fuel containment at the diesel generator. i� Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 2. Contact the Butte County Planning Division to obtain approval. 3. Balance of fees = $155.25. 1 of 2 0 , If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 0 August 10, 2000 • • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Sainte — CBI LLC P.O. Box 4159 Modesto, CA. 95352-4159 KCVU Tower Assessor Parcel Number: 036-690-006 Building Permit Number: 00-1711 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART.— I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide construction details for the required secondary fuel containment at the diesel generator. 2. Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Provide the name of the Butte County approved Special Inspector. ,Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 1 of 2 0 • PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 2. Contact the Butte County Planning Division to obtain approval. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 • 0 V 11 � o M FF. .177--T - -F - T�-T .-7 - T7 - 71 4"x4"CURB ALL AROUND CONTIGUOUS W/ SLAB 1 112" DRAIN PIPE WITH LOCKING BALL VALVE IT K-4- 6" SLAB ON TOP OF - 6" GRAVEL W/ #6 REBAR ON 12" CENTERS SCALE: F=3' 11'X6' CONCRETE PAD W/ 4"X4" CURB CURB MUST BE CONTIGOUS WITH SLAB xc yy- r y PARADISE CM/C® C" LOCATION OROVILLE TOWER 065CRIPrmN GENERATOR PAO DATE 8/15/00 Br ALAN TOkWINS � M FF. .177--T - -F - T�-T .-7 - T7 - 71 4"x4"CURB ALL AROUND CONTIGUOUS W/ SLAB 1 112" DRAIN PIPE WITH LOCKING BALL VALVE IT K-4- 6" SLAB ON TOP OF - 6" GRAVEL W/ #6 REBAR ON 12" CENTERS SCALE: F=3' 11'X6' CONCRETE PAD W/ 4"X4" CURB CURB MUST BE CONTIGOUS WITH SLAB xc yy- r y PARADISE CM/C® LOCATION OROVILLE TOWER 065CRIPrmN GENERATOR PAO DATE 8/15/00 Br ALAN TOkWINS AUG -14-2000 09:51 FROM:SAINTE PARTNERS 2095239839 TO:530 993 1268 P.004/ooe , PLAN REVIEW RESPONSE FORM In ordcr to expedite the'teview of your place, please complete the following information and menumt this form with your re -submittal. If this forth is not complete, as to all correction items, we will not be able to accept your re -submittal fbr w4ew. There must be a valid response to every item requested in our plan correction letter. "By odwre' is not considered a valid respoaso,' Plcam indicate your respoose to each item and the location where the Information can be found on the plms/calcs. .frr.e.0 WU tea" M • Mev Ale WAN Is ed AM MM"CW t !T*ZO Awn ornmu tA/14'MI UFVLCFn ANn nstyttrwAi- NAYS. OWNE S�AME� - - - - - -_ ---- _--..... -• DATE: LOCATION ON PLA CS: COMMENTS: ASSESSORS PARCEL NUMBER PERMIT NUMBER ;, t D3.61 - 4yv "- RESPONSE FOR PLAN CHECK ER DATED: vo PLAN CHECK ITEM 0 RESPONSE BY: -/ LOCATION ON PLA CS: COMMENTS: PLAN CHECK (TEM N RESPONSE BY: LOCATION ON P NMALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLAN3►CALCS: COMMENTS: RES AUG -14-2000 09:53 FROM:SAINTE PARTNERS 2095230839 TO:530 893 1268 P.008/008 (PLAN REVIEW RESPONSE FORM 1 tease com late the ibllowia information and return ibis form your re -submittal. If In order to expedite the•review of your plans, P P • � this fbrm is not complete, as to A correction items, we will not be able to accept your re -submittal for revicw• Tbero must be a valid response to every item requested in our plan correction letter. uBy others" is not COVAdered a valid response.- Please indicate your response to each item and the location wb= the information can be 70d an the plarW%dcs. ATTACH THIS FORM TO A COPY OF YOUR PIAN RFi=W LEITER AND NRN WrM REME® AND OIMNAL PLANS. ow ERS NAME LPA I ft: .. ASSESSORS PARCEL NUMBER PERMIT NUMBER D36 -6V -[ ID -1?// RESPONSE FORP N HECK LETTER DATED: & ° d&4 PLAN CHECK ITEM 0 LOCATION ON PIAN CALCS: 41,1 o 711' /kk COMMENTS: PLAN dM-EC--K-M 0 RESPONSE SY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM it RESPONSE BY: LOCATION ON PLANSlCALCS: COMMENTS: AUG -15-00 02:05 PM ATC -APPLIED TESTING 530 891 4243 i APPLIED TESTING CONSULTANTS MAMMALS ENGINEERING TESTING AND INSPECTION ` August I5, 2000 County of Butte Building Department - 7 Countv CenterDr. ' Oroville. CA 95965 Gentlemen: In accordance with your request, K•c have been hired by Sainte—CBJ,1.1.0 to provide special inspection services for the A325 high strength bolting installation fbr the Oroville Tower Site located at HW Y 70 and Pacific Heights Rd. in Orovillc. The AP number for this project is 036-690-006. We propose to verily proper tensioning M*the A325 bolted connections using a calibrated dial indicator torque wrench. The will be tightened to the estublishcd test torque as indicated using a Skidmore- Willie) in load cell. This procedure will be executed per the specifications noted in the A1SC ruanual. Please call if further information is required. Very truly yours, APPLIED TESTING CONSULTANTS Brad Forsythe Vice President ' Director of Operations ;;ia. P.02 Environmental Health Jssu j*• ' Septic Permit Review: Well Permit Review: Land Development Review: parcel Ueated bv: ❑ Deeds Permit C/earance Agriaritt m Affldavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (ConyInd/Multl) ❑ No ❑ Yes Date of Creation- Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes. Road'Name: , Compiles with County Standards for Deed Creation: ❑ No Q Yes Comments: Map Date of Recording: O— y ^ 1 I Lot: onditions That Must bP Met Pricr to Issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: _ O per: 7 ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: IT 1 b,NS fa'l- V -� 570S 6- E/EQS ❑ APPROVED DI RONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROWU, PERMIT CLEARANCE Permit #: Date: Genera/a abion AP#: Owners Name: �� %�! / ire C Parcel Acreage: 3H i -- r> A e -- Owners Address: Building Site Address Provertvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel . ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ Septic ❑ Well 110ther -' o W E� q Zone District: YL `L - Date of Zoning Ordinance: General Plan: nn� Development Agreement: Use Permit: D"' Variance:. Parcel Is In: Land Conservation Agreement nNo ❑ Yes,, check use Minimum Acreage: Nitrate Action Plan I%No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain No E] yes Zone: ® Watershed Protection Zone No ❑ Yes Proposed Use Comolies With• E General Plan IM Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Orainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other 0 Other ❑ Cohasset Panel Number: �� O ❑ Accessory Building Use Zcninq Ccde Street & Highways Fre Prevention Subdivision Ma Front SC3 t— Side O Side s:reet Rear ( O Heiaht —� J b� �' �' , I–A I-A C_ 1a-1 "1,1C C Q 4' J 12 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Nam Address Nature of BUILDING PERMIT NUMBER DD �� /APN 036 - 4479- 06 Contact Person X94-1 )l s Phone # 530— Y-7 oZ 1. Does yo r business or that of your tennants handle, store, or transport hazardous materials? ❑ NO YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and. safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited .to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. . 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard t mperature 4 pressure), or formulation containing hazardous material? ❑ NO.RYES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (9116fftfiRIJ for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? ANO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, v p rs, or other volatile compounds? ❑ NO YES IF YES, tact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (D BCEHD BCAPCD 11The applicant has met or is meeting the applicable requirements of Section 25505, El25533,.and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature. Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW - Env. Health 0 PINK - APCD 0 GOLDENROD - Fire Dept. FROM Butte County Public Works FAX N0. : 530-538-7683 ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE. CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION Aug. 02 2000 02:57PM P1 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # DISTRICT I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county road* and highways, all In accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME:- !r;! n T� - C�1 L L SIGNATURE: MAILING ADDRESS: PHONE: 9.93'JA�T f `1�� — DATE: LOCATION OF WORK TO BE DONE: Jie cl ;l G --1G 9 -- 1. Curb: ❑ Gutter. ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): S-7/ A za A a,4-1-- r 3. Underground Conduit: " 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. All work shall conform to accompanying Detail Plans 0 Special Conditions ❑. Date Issued: Mike Crump Director of Public Works Surety: Yes ❑ No ❑ Expiration Date:8�'�=el / By XOM-.4 MASONRY WALLS . N' E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Propert Gypsum Board v 1st Layer 2nd Layer Walls Ceilin s i I 7 4 COMMERCIAL 036-69-0-006 1 - 00-1711 SAINTE C.B.I., LLC HWY 70, PACIFIC HEIGHTS, OROVILLE CONTR: SUNSERI CONSTRUCTION 100 FT COMMUNICATION TOWER V=OK O = Not OK - = Not Applicable = Not Ready COMMERCIAL Date dNDERFLOOR Plans OK except #'s oning-Setbacks-Easements-Flood-Slope-Soil Report /� >� g., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date and B- Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backi ng _ 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade _ 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall- Doo rs-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes A Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy time you visit the job site) * COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /J NO. (Rev. 12/96) APPLICATION AND PERMIT / ASSESSORPARCELNUMBERrp®� zoING� a BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION -1" OWNERS MAILING ADDRESS 0 C ' CONT 33,9000 CONTRACTOR'S NAME ° TELEPHONE CONTRACTORS MAILING ADDRESS C C CONSTRUCTION LENDER No LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 00.00 CHRECT OR ENGINEER e - i r LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 310-50 ARCHITECT OR ENGINEERt MAILING ADD ESS R"O• P.Jk sio lkenjohL Plan Checking Fee $ /' / /i] BUILDING AffRESrS '719/lJ' Energy Plan Checking Fee $ r $ PERMIT FEE $ 532.30 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ,j SF ❑ Duplex ❑ Mobilehome K Other sPEclry Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 1 Each as water heater or vent TYPE OF WORK NewX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �r ��10�rco�r►�n t� n,�.Z�i'�a�- ��weY-'Mobile Gas piping system 1- 5 outlets Buildingsewer Home S G W 215,00 PERMIT FEEELECTRICAL PERMIT 20.00 LESS Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L License Class �— Lic. No. [✓LC [ 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To IuooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50FT. "No�N-21D ' MULTI -OUTLET �G 7,50 8 POWERBINLE APUTLETPARATUS DOCIR. Ex. Occup. OUTLET OR FIXTURES z° @ I.00 BAL @ .so Ex. Occup. OFlxuTLEEDrsRa DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE s 575.30 Policy Number W3:4 —0 17,051,% (The above sections need not be completed if tfie permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Ste- X Date Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ HAYJ D. FEES IMP OOo I CDF I PARCEL I PD HD ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON applicable provisions Resolutions to do work been paid. /ate, 2 d Defe Receipt No. 302163 $571.30PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. t V Rev. 12;96) APPLICATION AND PERMIT 4e -6171Z ASSESSORPARG:1NUMB EA /�� W ZONING-�, BUILDINGPERMIT OWNER '�5 TELEPHONE SO. FT, jQCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ O ARCHITECT OR ENGINEERS MArUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS ME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remmo�odeell ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 • . _ 30,, C � 5 � 5 � .�� Receipt No. WHITE-D.D.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUP. 35¢so. . OR ADDNS. ( a ACC. BLDS. FT. NEW CONST. t ULTI.OIITLEf ! NON -REBID. 97.50 POWER APPARATUS a SINGLE OUTLET C"L 20 OEx. OCCU OUTLET OR FIXTURES BAL 0 .e0 Ex. Occu oFlxED � RIoUIS O.R. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ c3 0 s MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TTve, TOTAL FEE $ HAZ. D. FEES IMP FLOOD I COF pp HO LSSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate YA;�'�vr:"";v�#w� ' 7✓7..v+..rr►'J'..+.^�"`"'�.,..,kKnifi•..,i;,,,r`r"+�^•.:-i`srtiw� ..� . ' n'1 CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION } 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 J PERMIT APPLICATION DATA SHEET OWNER: 2 I ASSESSOR PARCELNU ER: Proposed Building Use: Building Inspector: Date: At time of permit application, was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .--------------------------- --------------------------------------------------------- (�'ot,plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 5. ------- 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ----------------------------------------------------- El 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El 10. Fees of $ ---------------------------- n��pact fees ;shown on the attached schedule. ------- 12. California Department of Forestry plan approval/fees. .❑ 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval Health Department. ------------------------------------------- 3 . Zc? ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the Cof i¢¢gs. - -------------------------------------------- U 5C. perwa q ro*AR CA g approval for (A) Use: (B) Par�g: V(N-------------------------- Q 2 S o ��Contact Land Development about Improvements, ❑ Drainage egal Parcel. ----------------------- �>- 019. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------- E120. Pre -inspection for required. Request to Building Inspector on U�ontractor's license information. (Number, Name Style, Classification). ------------------------------------ orkers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. ----------------------------------------------------------------------=-------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent,on building use. ---------'------------------------------------------------------------------------ ❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------------- ❑ 28. Existing violations`and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (Date) '030. Other: ------- you issu a ern�Ajrl follows ❑ Mail to owner, ail o cb tr cto . Telephone ' and hold for pickup atcer❑ Deliver with inspector. 57YL u c T. /2C -v i 61/g/oo 129 C r,— '�e App ant � � Date: �/ v Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Po2��:te: By: ti. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered:Plan Check List 2. Additional items r uired: Contractor, design own was advised of the above required data by ❑ phone,�mail, ❑ 8uilding Division counter, by Date: 8-t Q - oO Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. J' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) GENERAL REQUIREMENTS • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Provide approved flashing at all exterior openings. • Provide 1/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, U.B.C.) • Skylights per Sec. 2409 & 2603.7, U.B.C. • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). COLOR CODE USED ON PLANS Blue = Engineering Green = Braced wall panels Pink = Firewall Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally_ accept, the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. Page 1 of 2 ' BUTTE C0UNTY Owners Name: Sainte BUILDING DEPARTMENfuilding Permit Number: 00-1711 Plans Examiner: Glenn Gibbons A P P R 0 v E D 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit. automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: ■ All structures and equipment including overhangs shall be clear of all easements. A setback of 10' from the side and 10' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. BUTTE OVi` o. A t t 0 a Page 2 of 2 Owners Name: Sainte Building Permit Number: 00-1711 Plans Examiner: Glenn Gibbons 4.6 11/14/9* TRI -EX T-48 100 Guy Tower Orivill Beckman ******************************************************************************* TABLE OF CONTENTS Tower Height . . . . . . . . . . . . . 1 Discrete Appurt . . . . . . . . . . . . . 1 COVES U� Linear Appurt . . . . . . . . . . . . . 1 Q Tower Type . . . . . . . . . . . . . 1 �� v�/�� /sy �tAA Leg Sizes . . . . . . . . . . . . . 1 Diagonal Sizes . . . . . . . . . . . . . 1 N -"c� Girt Sizes . . . . . . . . . . . . . 1 /L. . M Guy 0.35542 rr, Gu Sizes 2 W Section Data . . . . . . . . . . . . . 2 d Expires 9 30/2003 = Leg Data . . . . . . . . . . . . . 2 Diagonal Data . . . . . . . . . . . . . 3 `r%' �� NG\�\� Girt Data . . . . . . . . . . . . . 3 OF Distrib Factors . . . . . . . . . . . . . 3 Anchor Dist/Eley . . . . . . . . . . . . . 3 Initial Tensions . . . . . . . . . . . . . 4 Guy Chord Lengths . . . . . 0 Deg. . . . . 4 Unstressed Guy Len. . . . . 0 Deg. . . . . 4 Guy Attach X Dimen. . . . . 0 Deg. . . . . 4 Guy Attach Y Dimen. . . . . 0 Deg. . . . . 5 Linear Twr Loading. . . . . 0 Deg. . . . . 5 Guy Spring Factors. . . . . 0 Deg. . . . . 5 Guy Result at Twr . . . . . 0 Deg. . . . . 5 Guy Vert at Twr . . . . . 0 Deg. . . . . 6 Guy Horiz at Twr . . . . . 0 Deg. . . . . 6 Guy React X Dir . . . . . 0 Deg. . . . . 6 Guy React Y Dir . . . . . 0 Deg. . . . . 6 Guy Result at Anc . . . . . 0 Deg. . . . . 6 Guy Vert at Anc . . . . . 0 Deg. . . 6 Guy Horiz at Anc . . . . . 0 Deg. . . . . 7 Guy Lateral at Anc. . . . . 0 Deg. . . . . 7 Moments X Axis . . . . . 0 Deg. . . . . 7 Shears X Axis . . . . . 0 Deg. . . . . 7 Reactions X Axis . . . . . 0 Deg. . . . . 8 Moments Y Axis . . . . . 0 Deg. . . . . .8 Shears Y Axis . . . . . 0 Deg. . . . . 8 Reactions Y Axis . . . . . 0 Deg. . . . . 8 Deflections . . . . . 0 De - .1 Leg Stresses . . . . . 0 Deg U T T 09, UN Y Diagonal ,Stresses f�f k� Q' �a DEbA TME Guy Stresses I� D'�, �# ilk 1'0 NT Anchor Reactions . . . . . 0 De, A Guy Attach X Dimen. . . . . 30 De tooj b Guy Attach,Y Dimen. . . . 30 Deg. . . 10 Linear Twr Loading. . . . . 30 Deg. . . . . 11 Guy Spring Factors. . . . . 30 Deg. . . . . 11 Guy Result at Twr . . . . . 30 Deg. . . . . 11 M.T.E, COPY ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* TABLE OF CONTENTS cont. Guy Vert at Twr . . . . . 30 Deg. . . . . 11 Guy Horiz at Twr . . . . . 30 Deg. . . . . 11 Guy React X Dir . . . . . 30 Deg. . . . . 12 Guy React Y Dir . . . . . 30 Deg. . . . . 12 Guy Result at Anc . . . . . 30 Deg. . . . . 12 Guy Vert at Anc . . . . . 30 Deg. . . . . 12 Guy Horiz at Anc . . . . . 30 Deg. . . . . 12 Guy Lateral at Anc. . . . . 30 Deg. . . . . 12 Moments X Axis . . . . . 30 Deg. . . . . 13 Shears X Axis . . . . . 30 Deg. . . . . 13 Reactions X Axis . . . . . 30 Deg. . . . . 13 Moments Y Axis . . . . . 30 Deg. . . . . 13 Shears Y Axis . . . . . 30 Deg. . . . . 14 Reactions Y Axis . . . . . 30 Deg. . . . . 14 Deflections . . . . . 30 Deg. . . . . 14 Leg Stresses . . . . . 30 Deg. . . . . 15 Diagonal Stresses . . . . . 30 Deg. . . . . 15 Guy Stresses . . . . . 30 Deg. . . . . 15 Anchor Reactions . . . . . 30 Deg. . . . . 16 Guy Attach X Dimen. . . . . 60 Deg. . . . . 16 Guy Attach Y Dimen. . . . . 60 Deg. . . . . 16 Linear Twr Loading. . . . . 60 Deg. . . . . 16 Guy Spring Factors. . . . . 60 Deg. . . . . 17 Guy Result at Twr . . . . . 60 Deg. . . . . 17 Guy Vert at Twr . . . . . 60 Deg. . . . . 17 Guy Horiz at Twr . . . . . 60 Deg. . . . . 17 Guy React X Dir . . . . . 60 Deg. . . . . 17 Guy React Y Dir . . . . . 60 Deg. . . . . 18 Guy Result at Anc . . . . . 60 Deg. . . . . 18 Guy Vert at Anc . . . . . 60 Deg. . . . . 18 Guy Horiz at Anc . . . . . 60 Deg. . . . . 18 Guy Lateral at Anc. . . . . 60 Deg. . . . . 18 Moments X Axis . . . . . 60 Deg. . . . . 19 Shears X Axis . . . . . 60 Deg. . . . . 19 Reactions X Axis . . . . . 60 Deg. . . . . 19 Moments Y Axis . . . . . 60 Deg. . . . . 19 Shears Y Axis . . . . . 60 Deg. . . . . 20 Reactions Y Axis . . . . . 60 Deg. . . . . 20 Deflections . . . . . 60 Deg. . . . . 20 Leg Stresses . . . . . 60 Deg. . . . . 21 Diagonal Stresses . . . . . 60 Deg. . . . . 21 Guy Stresses . . . . . 60 Deg. . . . . 21 Anchor Reactions . . . . . 60 Deg. . . . . 22 Base Reactions . . . . . 60 Deg. . . . . 22 Max Anc Reactions . . . . . 60 Deg. . . . . 22 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* TOWER HT: 100. FT WIND: 75. MPH ICE: .00 IN PIVOT BASE ICE WT/CF: 56. LBS Gh:1.162 ALLOW INCR:1.333 TEMP DROP:70.0 DEG ******************************************************************************* DISCRETE APPURTENANCES ELEV AMT DESCRIPTION ------------------------------------------------------------------------------- WT CAAC LOAD 90.0 2 ERI FMH 2 BAYS FM ANTENNA .45 23.60 .53 80.0 1 ERI FMH 1 BAY FM ANTENNA .11 5.90 .13 60.0 1 BOGNER BPR8 ANTENNA .07 5.40 .11 45.0 2 6 FT HP DISH .88 71.40 1.31 40.0 2 12 FT SOLID DISH W/RADOME 1.65 195.20 3.45 30.0 2 4 FT GRID DISH .61 15.00 .25 ******************************************************************************* LINEAR APPURTENANCES ELEV AMT INC DESCRIPTION ------------------------------------------------------------------------------- WIDTH: RND FLAT WT 10- 100 1 N CONDUIT 3/4" 1.05 .00 1.13 10- 100 2 N HELIAX 1/2" 1.26 .00 .30 10- 80 4 N HELIAX 1/2" 2.52 .00 .60 10- 100 3 N EW63 6.03 .00 1.53 TOWER TYPE OR MODEL SPAN DESCRIPTION ------------------------------------------------------------------------------- 1- 2 T48HX ******************************************************************************* LEG SIZES SPAN DESCRIPTION ------------------------------------------------------------------------------- 1- 2 3.5000 X 3.0680 ID 36. KSI YIELD PIPE ******************************************************************************* DIAGONAL SIZES SPAN DESCRIPTION ------------------------------------------------------------------------------- 1- 2 2.0000 X 2.0000 X .1875 ANGLE ******************************************************************************* GIRT SIZES SPAN DESCRIPTION ------------------------------------------------------------------------------- 1- 2 2.0000 X 2.0000 X .1875 ANGLE ******************************************************************************* BECKOR.TWR - PAGE 1 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY SIZES SPAN DESCRIPTION ------------------------------------------------------------------------------- 1- 2 1/2 EHS GALV. GUY STRAND BS 26.9 k ******************************************************************************* SECTION DATA SPAN 1 2 ------------------------------------------------------------------------------- FACE 55 55 BRACING 4 4 BAYS 5 5 LENGTH 20 20 LEG K 1.00 1.00 DIAG K 1.00 1.00 GIRT K 1.00 1.00 GAGE .00 .00 X -DIM 4.00 4.00 AWT 300.0 300.0 R sec 22.5 22.5 ******************************************************************************* LEG DATA SPAN 1 2 ------------------------------------------------------------------------------- AREA 2.228 2.228 WT/FT 7.58 7.58 ICE WT .00 .00 RX 1.164 1.164 RY 1.164 1.164 RZ 1.164 1.164 Lu x 46.4 46.4 Lu y 46.4 46.4 Lu z 46.4 46.4 YIELD 36.0 36.0 ******************************************************************************* BECKOR.TWR - PAGE 2 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* DIAGONAL DATA SPAN 1 2 ------------------------------------------------------------------------------- AREA .715 .715 WT/FT 2.43 2.43 ICE WT .00 .00 RX .617 .617 RY .617 .617 RZ .394 .394 Lu x 67.4 67.4 Lu y 67.4 67.4 Lu z 67.4 67.4 YIELD 42.0 42.0 ******************************************************************************* GIRT DATA SPAN 1 2 ------------------------------------------------------------------------------- AREA .715 .715 WT/FT 2.43 2.43 ICE WT .00 .00 RX .617 .617 RY .617 .617 RZ .394 .394 Lu x 51.5 51.5 Lu y 51.5 51.5 Lu z 51.5 51.5 YIELD 42.0 42.0 ******************************************************************************* DISTRIBUTION FACTORS 0 1 2 ------------------------------------------------------------------------------- .00 -.43 -1.00 .00 -.57 .00 ******************************************************************************* ANCHOR DISTANCE / ELEVATION DEG A B C ------------------------------------------------------------------------------- 0 70 / 0 120 70. / 0 240 70 / 0 ******************************************************************************* BECKOR.TWR - PAGE 3 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* INITIAL TENSION ELEV 50 100 STARMT ------------------------------------------------------------------------------- 0 DEG 2690 2690 120 DEG 2690 2690 240 DEG 2690 2690 ******************************************************************************* GUY CHORD LENGTHS ELEV 50 100 ANC NO 1 1 ------------------------------------------------------------------------------- 0 DEG 86.0 122.1 120 DEG 86.0 122.1 240 DEG 86.0 122.1 ******************************************************************************* UNSTRESSED GUY LENGTHS ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 85.9 122.0 120 DEG 85.9 122.0 240 DEG 85.9 122.0 ******************************************************************************* GUY ATTACHMENT X DIMENSION 0 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 31.8 31.8 2 31.8 -15.9 3 31.8 -15.9 4 -63.5 .0 5 -63.5 .0 6 31.7 .0 SMODxa 106. 106. SMODxb -212. -212. SMODxc -212. -212. ******************************************************************************* BECKOR.TWR - PAGE 4 - 04/30/00 ********************************r********************************* 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY ATTACHMENT Y DIMENSION 0 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 -55.0 .0 2 55.0 27.5 3 55.0 -27.5 4 .0 .0 5 .0 .0 6 -55.0 .0 SMODya 0. 0. SMODyb 123. 123. SMODyc -123. -123. ******************************************************************************* CANTILEVER MOMENT: .0 KIP FT SHEAR: .00 KIPS WT: .00 KIPS LINEAR TOWER LOADING 0 Deg Wind LEVEL AREA WIND PRES WIND/FT WT/FT STEEL ------------------------------------------------------------------------------- .0- 10.0 3.4386 16.7345 57.5428 61.3350 61.3350 10.0- 50.0 4.5246 16.7345 75.7165 64.8950 61.3350 50.0- 80.0 4.5246 20.3107 91.8977 64.8950 61.3350 80.0- 100.0 4.2726 22.2898 95.2349 64.2950 61.3350 ******************************************************************************* GUY SPRING CONST. DATA 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- Qx 9.89 2.56 SPGx 54.56 10.15 DSPGx .17 .25 Qy .00 .00 SPGy 29.51 6.16 DSPGy .00 .00 ******************************************************************************* GUY LOAD AT TOWER - TWRR 0 Deg Wind ELEV 50 100 ----------------------------------------------------- ------------------------- 0 DEG 6.7 5.9 120 DEG .6 1.2 240 DEG .6 1.2 ******************************************************************************* BECKOR.TWR - PAGE 5 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T=48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY VERTICAL LOAD AT TOWER-TWRV 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 3.9 4.9 120 DEG .4 1.0 240 DEG .4 1.0 ******************************************************************************* GUY HORIZ LOAD AT TOWER-TWRH 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.5 3.4 120 DEG .5 .7 240 DEG .5 .7 ******************************************************************************* GUY REACTION X DIRECTION - TWRX 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.5 3.4 120 DEG -.3 -.4 240 DEG -.3 -.4 ******************************************************************************* GUY REACTION Y DIRECTION - TWRY 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG .0 .0 120 DEG .4 .6 240 DEG -.4 -.6 ******************************************************************************* GUY LOAD AT ANCHOR - ANCR 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 6.7 5.9 120 DEG .6 1.2 240 DEG .6 1.2 ******************************************************************************* GUY VERT LOAD AT ANCHOR -ANCV 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 3.9 4.8 120 DEG .3 1.0 240 DEG .3 1.0 ******************************************************************************* BECKOR.TWR - PAGE 6 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY HORIZ LOAD AT ANCHOR-ANCH 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.5 3.4 120 DEG .5 .7 240 DEG .5 .7 ******************************************************************************* GUY LATERAL LOAD AT ANCHOR-ANCL 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG .00 .00 120 DEG .03 .05 240 DEG -.03 -.05 ******************************************************************************* MOMENTS X AXIS 0 Deg Wind ELEV 0 50 100 ------------------------ I 0. 21. 0. FEMT 0. -89. -15. R BM MOM 0. -59. 0. DEF MOM X 0. 37. 0. ECC MOM X 0. 7. 10. ------------------------------------------------------------------------------- F MOMX B 0. -29. 0. F MOMX T 0. -15. 10. ******************************************************************************* SHEARS X AXIS 0 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- FVB 1.5 2.4 .0 FVT -7.1 -2.4 .0 R BM VB .7 3.5 .0 R BM VT -8.0 -1.2 .0 DEF VB X .7 -.7 .0 DEF VT X .7 -.7 .0 ECC VB X .2 .1 .0 ECC VT X .2 .1 .0 ------------------------------------------------------------------------------- TOT VB X 1.6 2.9 .0 TOT VT X -7.0 -1.9 .0 BECKOR.TWR - PAGE 7 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* REACTIONS X AXIS 0 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- RB REACTx .7 11.5 1.2 DEF REACx .7 -1.5 .7 ECC REACx .2 -.1 -.1 ------------------------------------------------------------------------------- TOT REACx 1.6 9.9 1.9 ******************************************************************************* MOMENTS Y AXIS 0 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF MOM Y 0. 0. 0. ECC MOM Y 0. 0. 0. ------------------------------------------------------------------------------- F MOMY B 0. 0. 0. F MOMY T 0. 0. 0. ******************************************************************************* SHEARS Y AXIS 0 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF VB Y .0 .0 .0 DEF VT Y .0 .0 .0 ECC VB Y .0 .0 .0 ECC VT Y .0 .0 .0 ------------------------------------------------------------------------------- TOT VB Y .0 .0 .0 TOT VT Y .0 .0 .0 ******************************************************************************* REACTIONS Y AXIS 0 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF REA y ------------------------------------------------------------------------------- .0 .0 .0 ECC REA y ------------------------------------------------------------------------------- .0 .0 .0 TOT REA y .0 .0 .0 ******************************************************************************* BECKOR.TWR - PAGE 8 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* DEFLECTIONS 0 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- DEF X .17 .25 DEF Y .00 .00 ******************************************************************************* DEF ang X .19 .09 DEF ang Y .00 .00 DEF ang R .19 .09 ******************************************************************************* LEG STRESSES 0 Deg Wind HT AXIAL MOMx MOMy LEGa LEGb LEGc KL/R ALLOW % ------------------------------------------------------------------------------- .0 26.4 .0 .0 3.96 3.96 3.96 39.9 25.60 .15 30.0 24.5 40.8 .0 8.28 1.36 1.36 39.9 25.60 .32 30.1 24.5 40.8 .0 8.28 1.36 1.36 39.9 25.60 .32 40.0 23.9 37.1 .0 7.76 1.48 1.48 39.9 25.60 .30 45.0 23.6 15.1 .0 5.23 2.67 2.67 39.9 25.60 .20 50.0 23.2 -15.3 .0 1.75 4.34 4.34 39.9 25.60 .17 50.0 10.8 -29.2 .0 -1.68 3.26 3.26 39.9 25.60 .13 60.0 10.1 -.5 .0 1.46 1.54 1.54 39.9 25.60 .06 80.0 8.8 27.5 .0 4.44 -.23 -.24 39.9 25.60 .17 83.7 8.6 28.2 .0 4.47 -.31 -.31 39.9 25.60 .17 90.0 8.2 26.3 .0 4.20 -.26 -.26 39.9 25.60 .16 100.0 7.6 10.2 .0 2.29 .55 .55 39.9 25.60 .09 100.0 .0 .0 .0 .00 .00 .00 39.9 25.60 .00 ******************************************************************************* DIAGONAL STRESSES 0 Deg Wind HT Vx Vy P A K fa KL/R ALLOW % ------------------------------------------------------------------------------- .0 1.60 .00 .70 .71 1.00 .97 171.1 6.79 .14 30.0 -.49 .00 .22 .71 1.00 .30 171.1 6.79 .04 30.0 -.75 .00 .33 .71 1.00 .45 171.1 6.79 .07 40.0 -1.50 .00 .66 .71 1.00 .92 171.1 6.79 .14 40.0 -4.95 .00 2.16 .71 1.00 3.02 171.1 6.79 .45 45.0 -5.33 .00 2.33 .71 1.00 3.25 171.1 6.79 .48 45.0 -6.64 .00 2.89 .71 1.00 4.05 171.1 6.79 .60 50.0 -7.02 .00 3.06 .71 1.00 4.28 171.1 6.79 .63 50.0 2.88 .00 1.25 .71 1.00 1.75 171.1 6.79 .26 60.0 1.96 .00 .85 .71 1.00 1.19 171.1 6.79 .18 60.0 1.85 .00 .81 .71 1.00 1.13 171.1 6.79 .17 80.0 .01 .00 .01 .71 1.00 .01 171.1 6.79 .00 80.0 -.11 .00 .05 .71 1.00 .07 171.1 6.79 .01 90.0 -1.07 .00 .47 .71 1.00 .65 171.1 6.79 .10 90.0 -1.59 .00 .69 .71 1.00 .97 171.1 6.79 .14 100.0 -2.54 .00 1.11 .71 1.00 1.55 171.1 6.79 .23 100.0 .00 .00 .00 .71 1.00 .00 171.1 6.79 .00 BECKOR.TWR - PAGE 9 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY STRESSES 0 Deg Wind LEVEL MAX TENS B.S. FSALLOW FS % ------------------------------------------------------------------------------- 50.0 6.7 26.9 2.00 3.99 .50 100.0 5.9 26.9 2.00 4.54 .44 ******************************************************************************* ANCHOR REACTIONS 0 Deg Wind DIST DIR HORIZ VERT LAT RES ANG ------------------------------------------------------------------------------- 70 0 14.40 12.53 .00 19.09 41.02 70 120 1.61 1.63 .10 2.29 45.24 70 240 1.61 1.63 -.10 2.29 45.24 ******************************************************************************* GUY ATTACHMENT X DIMENSION 30 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 .0 27.5 2 55.0 .0 3 55.0 -27.5 4 -55.0 .0 5 -55.0 .0 6 .0 .0 SMODxa 123. 123. SMODxb 0. 0. SMODxc -123. -123. ******************************************************************************* GUY ATTACHMENT Y DIMENSION 30 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 -63.5 -15.9 2 31.8 31.8 3 31.8 -15.9 4 31.8 .0 5 31.8 .0 6 -63.5 .0 SMODya -212. -212. SMODyb 106. 106. SMODyc -212. -212. ******************************************************************************* BECKOR.TWR - PAGE 10 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* CANTILEVER MOMENT: .0 KIP FT SHEAR: .00 KIPS WT: .00 KIPS LINEAR TOWER LOADING 30 Deg Wind LEVEL AREA WIND PRES WIND/FT WT/FT STEEL ------------------------------------------------------------------------------- .0- 10.0 3.5456 16.7345 59.3329 61.3350 61.3350 10.0- 50.0 4.6316 16.7345 77.5065 64.8950 61.3350 50.0- 80.0 4.6316 20.3107 94.0703 64.8950 61.3350 80.0- 100.0 4.3796 22.2898 97.6192 64.2950 61.3350 ******************************************************************************* GUY SPRING CONST. DATA 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- Qx 9.93 2.97 SPGx 37.19 6.72 DSPGx .25 .39 Qy -.15 .30 SPGy 50.54 9.86 DSPGy .06 .11 ******************************************************************************* GUY LOAD AT TOWER - TWRR 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 7.2 6.6 120 DEG 3.6 4.0 240 DEG .1 .4 ******************************************************************************* GUY VERTICAL LOAD AT TOWER-TWRV 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 4.2 5.4 120 DEG 2.1 3.3 240 DEG .1 .3 ******************************************************************************* GUY HORIZ LOAD AT TOWER-TWRR 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.9 3.7 120 DEG 2.9 2.3 240 DEG .1 .2 ******************************************************************************* BECKOR.TWR - PAGE 11 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY REACTION X DIRECTION - TWRX 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.1 3.2 120 DEG .0 .0 240 DEG -.1 -.2 ******************************************************************************* GUY REACTION Y DIRECTION - TWRY 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG -2.9 -1.9 120 DEG 2.9 2.3 240 DEG .0 -.1 ******************************************************************************* GUY LOAD AT ANCHOR - ANCR 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 7.2 6.5 120 DEG 3.6 3.9 240 DEG .1 .3 ******************************************************************************* GUY VERT LOAD AT ANCHOR -ANCV 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 4.2 5.3 120 DEG 2.1 3.2 240 DEG .1 .3 ******************************************************************************* GUY HORIZ LOAD AT ANCHOR-ANCH 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.9 3.8 120 DEG 2.9 2.3 240 DEG .1 .2 ******************************************************************************* GUY LATERAL LOAD AT ANCHOR-ANCL 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG -.01 -.02 120 DEG .04 .06 240 DEG -.01 -.02 ******************************************************************************* BECKOR.TWR - PAGE 12 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* MOMENTS X AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- FEMB 0. 22. 0. FEMT 0. -91. -15. R BM MOM 0. -60. 0. DEF MOM X 0. 41. 0. ECC MOM X 0. 7. 12. ------------------------------------------------------------------------------- F MOMX B 0. -26. 0. F MOMX T 0. -13. 12. ******************************************************************************* SHEARS X AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- FVB 1.6 2.4 .0 FVT -7.1 -2.4 .0 R BM VB .7 3.6 .0 R BM VT -8.0 -1.2 .0 DEF VB X .8 -.8 .0 DEF VT X .8 -.8 .0 ECC VB X .2 .1 .0 ECC VT X .2 .1 .0 ------------------------------------------------------------------------------- TOT VB X 1.7 2.9 .0 TOT VT X -7.0 -2.0 .0 ******************************************************************************* REACTIONS X AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- RB REACTx .7 11.7 1.2 DEF REACx .8 -1.6 .8 ECC REACx .2 -.1 -.1 ------------------------------------------------------------------------------- TOT REACx 1.7 9.9 2.0 ******************************************************************************* MOMENTS Y AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF MOM Y 0. 5. 0. ECC MOM Y 0. 0. 1. ------------------------------------------------------------------------------- F MOMY B 0. 5. 0. F MOMY T 0. 4. 1. ******************************************************************************* BECKOR.TWR - PAGE 13 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* SHEARS Y AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF VB Y .1 -.1 .0 DEF VT Y .1 -.1 .0 ECC VB Y .0 .0 .0 ECC VT Y .0 .0 .0 ------------------------------------------------------------------------------- TOT VB Y .1 -.1 .0 TOT VT Y .1 -.1 .0 ******************************************************************************* REACTIONS Y AXIS 30 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF REA y .1 -.2 .1 ------------------------------------------------------------------------------- ECC REA y .0 .0 .0 ------------------------------------------------------------------------------- TOT REA y .1 -.1 .1 ******************************************************************************* DEFLECTIONS 30 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- DEF X .25 .39 DEF Y .06 .11 ******************************************************************************* DEF ang X .28 .17 DEF ang Y .07 .06 DEF ang R .29 .18 ******************************************************************************* BECKOR.TWR - PAGE 14 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* LEG STRESSES 30 Deg Wind HT AXIAL MOMx MOMy LEGa LEGb LEGc KL/R ALLOW % ------------------------------------------------------------------------------- .0 32.0 .0 .0 4.79 4.79 4.79 39.9 25.60 .19 30.0 30.1 42.9 2.5 8.56 4.79 .16 39.9 25.60 .33 30.6 30.1 42.9 2.6 8.56 4.79 .14 39.9 25.60 .33 40.0 29.5 39.5 3.4 8.09 4.79 .34 39.9 25.60 .32 45.0 29.1 17.7 3.8 5.87 4.79 2.41 39.9 25.60 .23 50.0 28.8 -12.6 4.2 2.83 4.79 5.31 39.9 25.60 .21 50.0 12.8 -25.8 5.1 -.90 2.50 4.15 39.9 25.60 .16 60.0 12.2 3.0 4.3 1.87 2.31 1.29 39.9 25.60 .09 80.0 10.9 30.4 2.7 4.45 1.93 -1.51 39.9 25.60 .17 83.1 10.7 30.9 2.5 4.48 1.87 -1.57 39.9 25.60 .18 90.0 10.2 28.6 1.9 4.22 1.75 -1.38 39.9 25.60 .16 100.0 9.6 11.7 1.1 2.51 1.56 .23 39.9 25.60 .10 100.0 .0 .0 .0 .00 .00 .00 39.9 25.60 .00 ******************************************************************************* DIAGONAL STRESSES 30 Deg Wind HT Vx Vy P A K fa KL/R ALLOW % ------------------------------------------------------------------------------- .0 1.68 .09 .77 .71 1.00 1.08 171.1 6.79 .16 30.0 -.46 .09 .24 .71 1.00 .34 171.1 6.79 .05 30.0 -.71 .09 .35 .71 1.00 .49 171.1 6.79 .07 40.0 -1.49 .09 .69 .71 1.00 .96 171.1 6.79 .14 40.0 -4.94 .09 2.19 .71 1.00 3.07 171.1 6.79 .45 45.0 -5.33 .09 2.36 .71 1.00 3.31 171.1 6.79 .49 45.0 -6.63 .09 2.93 .71 1.00 4.10 171.1 6.79 .60 50.0 -7.02 .09 3.10 .71 1.00 4.34 171.1 6.79 .64 50.0 2.91 -.09 1.31 .71 1.00 1.83 171.1 6.79 .27 60.0 1.97 -.09 .90 .71 1.00 1.26 171.1 6.79 .19 60.0 1.86 -.09 .85 .71 1.00 1.19 171.1 6.79 .18 80.0 -.02 -.09 .05 .71 1.00 .07 171.1 6.79 .01 80.0 -.15 -.09 .11 .71 1.00 .15 171.1 6.79 .02 90.0 -1.12 -.09 .53 .71 1.00 .74 171.1 6.79 .11 90.0 -1.65 -.09 .76 .71 1.00 1.06 171.1 6.79 .16 100.0 -2.63 -.09 1.19 .71 1.00 1.66 171.1 6.79 .24 100.0 .00 .00 .00 .71 1.00 .00 171.1 6.79 .00 ******************************************************************************* GUY STRESSES 30 Deg Wind LEVEL MAX TENS B.S. FSALLOW FS % ------------------------------------------------------------------------------- 50.0 7.2 26.9 2.00 3.71 .54 100.0 6.6 26.9 2.00 4.11 .49 ******************************************************************************* BECKOR.TWR - PAGE 15 - 04/30/00 ************************t***************************************** 4.6 11/14/9* TRI -EX T-48 100 Guy Tower Orivill Beckman ******************************************************************************* ANCHOR REACTIONS 30 Deg Wind DIST DIR HORIZ VERT LAT RES ANG ------------------------------------------------------------------------------- 70 0 15.59 13.63 -.05 20.70 41.17 70 120 8.09 7.31 .13 10.90 42.12 70 240 .37 .40 -.05 .55 47.53 ******************************************************************************* GUY ATTACHMENT X DIMENSION 60 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 -31.8 15.9 2 63.5 15.9 3 63.5 -31.8 4 -31.8 .0 5 -31.8 .0 6 -31.8 .0 SMODxa 212. 212. SMODxb 212. 212. SMODxc -106. -106. ******************************************************************************* GUY ATTACHMENT Y DIMENSION 60 Deg Wind LEVEL 1 2 ------------------------------------------------------------------------------- 1 -55.0 -27.5 2 .0 27.5 3 .0 .0 4 55.0 .0 5 55.0 .0 6 -55.0 .0 SMODya -123. -123. SMODyb 123. 123. SMODyc 0. 0. ******************************************************************************* CANTILEVER MOMENT: .0 KIP FT SHEAR: .00 KIPS WT: .00 KIPS LINEAR TOWER LOADING 60 Deg Wind LEVEL AREA WIND PRES WIND/FT WT/FT STEEL ------------------------------------------------------------------------------- .0- 10.0 3.8665 16.7345 64.7031 61.3350 61.3350 10.0- 50.0 4.9525 16.7345 82.8767 64.8950 61.3350 50.0- 80.0 4.9525 20.3107 100.5881 64.8950 61.3350 80.0- 100.0 4.7005 22.2898 104.7721 64.2950 61.3350 ******************************************************************************* BECKOR.TWR - PAGE 16 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY SPRING CONST. DATA 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- Qx 10.36 3.34 SPGx 24.87 4.54 DSPGx .31 .52 Qy .00 .00 SPGy 70.08 12.44 DSPGy .00 .00 ******************************************************************************* GUY LOAD AT TOWER - TWRR 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 6.5 6.2 120 DEG 6.5 6.2 240 DEG .1 .2 ******************************************************************************* GUY VERTICAL LOAD AT TOWER-TWRV 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 3.8 5.1 120 DEG 3.8 5.1 240 DEG .0 .2 ******************************************************************************* GUY HORIZ LOAD AT TOWER-TWRH 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.2 3.5 120 DEG 5.2 3.5 240 DEG .0 .1 ******************************************************************************* GUY REACTION X DIRECTION - TWRX 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 2.6 1.7 120 DEG 2.6 1.7 240 DEG .0 -.1 ******************************************************************************* BECKOR.TWR - PAGE 17 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* GUY REACTION Y DIRECTION - TWRY 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG -4.5 -3.1 120 DEG 4.5 3.1 240 DEG .0 .0 ******************************************************************************* GUY LOAD AT ANCHOR - ANCR 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 6.4 6.2 120 DEG 6.4 6.2 240 DEG .0 .2 ******************************************************************************* GUY VERT LOAD AT ANCHOR -ANCV 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 3.7 5.0 120 DEG 3.7 5.0 240 DEG .0 .2 ******************************************************************************* GUY HORIZ LOAD AT ANCHOR-ANCH 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG 5.3 3.6 120 DEG 5.2 3.6 240 DEG .0 .1 ******************************************************************************* GUY LATERAL LOAD AT ANCHOR-ANCL 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- 0 DEG -.03 -.05 120 DEG .03 .05 240 DEG .00 .00 BECKOR.TWR - PAGE 18 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* MOMENTS X AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- FEMB 0. 23. 0. FEMT 0. -96. -16. R BM MOM 0. -63. 0. DEF MOM X 0. 42. 0. ECC MOM X 0. 7. 13. ------------------------------------------------------------------------------- F MOMX B 0. -28. 0. F MOMX T 0. -15. 13. ******************************************************************************* SHEARS X AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- FVB 1.7 2.6 .0 FVT -7.3 -2.6 .0 R BM VB .7 3.9 .0 R BM VT -8.3 -1.3 .0 DEF VB X .8 -.8 .0 DEF VT X .8 -.8 .0 ECC VB X .2 .1 .0 ECC VT X .2 .1 .0 ------------------------------------------------------------------------------- TOT VB X 1.8 3.1 .0 TOT VT X -7.2 -2.1 .0 ******************************************************************************* REACTIONS X AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- RB REACTx .7 12.1 1.3 DEF REACx .8 -1.7 .8 ECC REACx .2 -.1 -.1 ------------------------------------------------------------------------------- TOT REACx 1.8 10.4 2.1 MOMENTS Y AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF MOM Y 0. 0. 0. ECC MOM Y 0. 0. 0. ------------------------------------------------------------------------------- F MOMY B 0. 0. 0. F MOMY T 0. 0. 0. ******************************************************************************* BECKOR.TWR - PAGE 19 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI -EX T-48 100 Guy Tower Orivill Beckman ******************************************************************************* SHEARS Y AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF VB Y .0 .0 .0 DEF VT Y .0 .0 .0 ECC VB Y .0 .0 .0 ECC VT Y .0 .0 .0 ------------------------------------------------------------------------------- TOT VB Y .0 .0 .0 TOT VT Y .0 0 .0 ******************************************************************************* REACTIONS Y AXIS 60 Deg Wind ELEV 0 50 100 ------------------------------------------------------------------------------- DEF REA y .0 .0 .0 ------------------------------------------------------------------------------- ECC REA y .0 .0 .0 ------------------------------------------------------------------------------- TOT REA y .0 .0 .0 ******************************************************************************* DEFLECTIONS 60 Deg Wind ELEV 50 100 ------------------------------------------------------------------------------- DEF X .31 .52 DEF Y .00 .00 ******************************************************************************* DEF ang X .36 .24 DEF ang Y .00 .00 DEF ang R .36 .24 ******************************************************************************* BECKOR.TWR - PAGE 20 - 04/30/00 ****************************************************************** 4.6 11/14/9* TRI-EX ******************************************************************************* T-48 10.0 Guy Tower Orivill Beckman ******************************************************************************* LEG STRESSES 60 Deg Wind HT AXIAL MOMx MOMy LEGA LEGb LEGc KL/R ALLOW % ------------------------------------------------- .0 35.7 .0 .0 5.35 5.35 ----------------------------- 5.35 39.9 25.60 .21 30.0 33.8 43.3 .0 7.51 7.51 .17 39.9 25.60 .29 30.0 33.8 43.3 .0 7.51 7.51 .17 39.9 25.60 .29 40.0 33.2 38.9 .0 7.16 7.17 .56 39.9 25.60 .28 45.0 32.9 16.4 .0 5.84 5.84 3.06 39.9 25.60 .23 50.0 32.5 -14.7 .0 4.03 4.03 6.53 39.9 25.60 .26 50.0 14.2 -28.0 .0 .55 .55 5.29 39.9 25.60 .21 60.0 13.6 2.8 .0 2.19 2.19 1.72 39.9 25.60 .09 80.0 12.3 32.4 .0 3.67 3.67 -1.83 39.9 25.60 .14 83.3 12.1 33.0 .0 3.67 3.67 -1.92 39.9 25.60 .14 90.0 11.6 30.6 .0 3.47 3.47 -1.72 39.9 25.60 .14 100.0 11.0 13.0 .0 2.38 2.38 .17 39.9 25.60 .09 100.0 .0 .0 .0 .00 .00 .00 39.9 25.60 .00 ******************************************************************************* DIAGONAL STRESSES 60 Deg Wind HT Vx Vy P A K fa KL/R ALLOW % ------------------------------------------------------------------------------- .0 1.76 .00 .77 .71 1.00 1.07 171.1 6.79 .16 30.0 -.55 .00 .24 .71 1.00 .34 171.1 6.79 .05 30.0 -.80 .00 .35 .71 1.00 .49 171.1 6.79 .07 40.0 -1.63 .00 .71 .71 1.00 .99 171.1 6.79 .15 40.0 -5.08 .00 2.22 .71 1.00 3.10 171.1 6.79 .46 45.0 -5.49 .00 2.40 .71 1.00 3.35 171.1 6.79 .49 45.0 -6.80 .00 2.97 .71 1.00 4.15 171.1 6.79 .61 50.0 -7.21 .00 3.15 .71 1.00 4.40 171.1 6.79 .65 50.0 3.14 .00 1.37 .71 1.00 1.92 171.1 6.79 .28 60.0 2.14 .00 .93 .71 1.00 1.30 171.1 6.79 .19 60.0 2.03 .00 .89 .71 1.00 1.24 171.1 6.79 .18 80.0 .02 .00 .01 .71 1.00 .01 171.1 6.79 .00 80.0 -.11 .00 .05 .71 1.00 .07 171.1 6.79 .01 90.0 -1.16 .00 .51 .71 1.00 .71 171.1 6.79 .10 90.0 -1.68 .00 .73 .71 1.00 1.03 171.1 6.79 .15 100.0 -2.73 .00 1.19 .71 1.00 1.67 171.1 6.79 .25 100.0 .00 .00 .00 .71 1.00 .00 171.1 6.79 .00 ******************************************************************************* DIR HORIZ VERT GUY STRESSES ANG ------------------------------------------------------------------------------- 70 0 14.07 12.43 -.10 18.78 60 Deg Wind LEVEL MAX TENS B.S. FSALLOW FS % 70 240 .14 .18 ------------------------------------------------------------------------------- 50.0 6.5 26.9 2.00 4.17 .48 100.0 6.2 26.9 2.00 4.34 .46 ******************************************************************************* BECKOR.TWR - PAGE 21 - 04/30/00 ****************************************************************** 4.6 11/14/9* 60 DEG BASE REACTIONS AND FINAL BASE SIZE AXIAL MOMX MOMY VX VY WIDTH YARDS ALLOW PRESS ------------------------------------------------------------------------------- 35.74 .00 .00 1.76 .00 6.00 3.17 1.50 1.50 ******************************************************************************* FINAL ANCHOR REACTIONS -MAXIMUMS ANCHOR NO TOE DIST DIR HORIZ VERT LAT RES ANG WIDTH LENG THI FILL ALLOW ------------------------------------------------------------------------------- 70 0 15.59 13.63 -.05 20.70 41.17 3.0 10.0 2.0 6.0 14.6 ******************************************************************************* 2633 TRI-EX ******************************************************************************* T-48 100 Guy Tower Orivill Beckman ******************************************************************************* ANCHOR REACTIONS 60 Deg Wind DIST DIR HORIZ VERT LAT RES ANG ------------------------------------------------------------------------------- 70 0 14.07 12.43 -.10 18.78 41.46 70 120 14.07 12.43 .10 18.77 41.46 70 240 .14 .18 .00 .23 52.67 ******************************************************************************* 60 DEG BASE REACTIONS AND FINAL BASE SIZE AXIAL MOMX MOMY VX VY WIDTH YARDS ALLOW PRESS ------------------------------------------------------------------------------- 35.74 .00 .00 1.76 .00 6.00 3.17 1.50 1.50 ******************************************************************************* FINAL ANCHOR REACTIONS -MAXIMUMS ANCHOR NO TOE DIST DIR HORIZ VERT LAT RES ANG WIDTH LENG THI FILL ALLOW ------------------------------------------------------------------------------- 70 0 15.59 13.63 -.05 20.70 41.17 3.0 10.0 2.0 6.0 14.6 ******************************************************************************* 2633 BECKOR.TWR - PAGE 22 - 04/30/00 ---------------------INPUT DATA FOR BECKOR.TWR-------------04/30/00 T-48 100 Guy Tower Orivill Beckman HT: 100 NO GUY ELEV: 2 NO ANC DIRECTIONS: 3 ANC SYMM: Y PIVOT BASE: Y NO OF GUYS TO ANCHORS: 2 0 0 ANCHOR DIRECTION 1: 0 DEG ANCHOR DISTANCE: 70 0 0 ANCHOR ELEVATION: 0 0 0 ANCHOR DIRECTION 2: 120 DEG ANCHOR DISTANCE: ANCHOR ELEVATION: ANCHOR DIRECTION 3: 240 DEG ANCHOR DISTANCE: ANCHOR ELEVATION: ANCHOR DIRECTION 4: DEG ANCHOR DISTANCE: ANCHOR ELEVATION: GUY ELEVATIONS: 50 100 637 862 1042 1222 1432 1620 STARMOUNT * : STD SECTION: 55 55 69 69 69 69 69 69 LEG BIN: 1 1 2 2 2 2 2 2 DIAGONAL BIN: 3 3 2 2 2 2 2 2 GIRT BIN: 3 3 4 4 4 4 4 4 GUY BIN: 12 12 12 12 12 12 12 12 LEG SIZE: 13 13 24 24 24 24 24 24 DIAG SIZE: 9 9 5 5 5 5 5 5 GUY SIZE: 5 5 7 7 7 7 7 7 % INITIAL TENSION: 10 10 10 10 10 10 10 10 10 10 WATER TABLE: 0 ALLOWABLE SOIL BEARING PRESSURE: 1500 SHOP PAINTED: MIN ANC BEAM SIZE: DEL TRIPS: DEL MILES: CREW TRAV: BASIC WIND VELOCITY: 75 RADIAL ICE: 0 TEMP DROP: 70 LINEAR LOADS 1 2 3 4 5 6 7 8 9 10 AMOUNT: 1 2 4 3 0 SELECTION: 1 6 6 25 0 FROM ELEV: 10 10 10 10 0 TO ELEV: 100 100 80 100 0 INCLUDED?: N N N N 0 N N N N N FURN-INST?: AMOUNT: 11 12 13 14 15 16 17 18 19 20 SELECTION: FROM ELEV: TO ELEV: INCLUDED?: N N N N N N N N N N FURN-INST?: POINT LOADS 1 2 3 4 5 6 7 8 9 10 AMOUNT: 2 1 1 2 2 2 0 SELECTION: 10 146 9 19 45 40 0 FROM ELEV: 90 60 80 30 45 40 0 FURN-INST?: 11 12 13 14 15 16 17 18 19 20 AMOUNT: SELECTION: FROM ELEV: FURN-INST?: MISC COST 1 2 3 4 5 6 7 8 9 10 AMOUNT: SELECTION: FROM ELEV: FURN-INST?: 11 12 13 14 15 16 17 18 19 20 AMOUNT: SELECTION: FROM ELEV: FURN-INST?: ICE WT: 56 1/3 INCR: Y K BR FACTOR: .5 SHEAR DIST X:.6667 SHEAR DIST Y:.6667 TOE: N rr =i -r nT r -i � .. 6" 6" ON SCALE: I"=3' 4"x4"CURB ALL AROUND CONTIGUOUS W1 SLAB 1 112" DRAIN PIPE WITH LOCKING BALL VALVE ......................... T IT SLAB r-) K I -F r) 0 OF GRAVEL )E- GRAVEL W/ #6 REBAR 12" CENTERS 11'x6CONCRETE PAD W/ 4"x4" CURB CURB MUST BE CONTIGOUS WITH SLAB xc Yv- ry PARADISE 0/i/00 LOCATION OROVILLE TOWER DESCRIPTMN GENERATOR PAD DATE 8/15/00 BY lALAN TDMPKINSI UNDSOMM AC FROM PCME Fa.E IMMrxx ,r. UMFEE �Z "RG VALLT wxw - --nLAc-U!E— - I 6 MAN LH( FMM W3 KM aAFMM NFE TOP DIESEL GEN K/ 275 GAL Ff-1 FELLY TAW U-)(6 CONCRETE PAD W/ 4•X4" Cief,4ky'll - 4d.0- 5eed-.wq'Y -fa c / < an /,C;Ar f 4 � A PLAN VIEW SCALE: 1'=20ire Yv- T ' sleoiss 00/110 E T T�l l, T. AUG 0 BUTTF (,IO"UNTY - - - - - -T-)10'\ PLAN, N -J.: -- - - : , OFiOViLLE TOW34- LP M-14 Tw/w 1 9 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. IME11� In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry High Strength Bolting ]welding [ !Bolts installed in Concrete [ ]Other: December 1996 d.0 .LAND OF NATURAL WEALTH AND BEAUTY August 9, 2000 Sainte -CBI, L.L.0 P.O. Box 4159 Modesto, CA 95352 Re: Use Permit, AP 036-690-006, UP 99-14 Dear Gentlemen: PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Enclosed is your validated Use Permit No. UP 99-14 to allow Use Permit to allow a 100 ft. tall lattice communication tower and an accessory structure located on the south side of Pacific Heights Road, Oroville. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Lynn Richardson Planning/Administrative Support Service Assistant Enc. cc: Land DevelopmentDiv' ion n Building Divisio Environmental Health Department of Forestry Alan Tompkins j:\temp\up7 USE PERMIT BUTTE COUNTY PLANNING COMMISSION AUG 9 2000 DATE: (Certified Mail Rec.) UP 99-14 PERMIT NO. 036-690-006 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Sainte Lamco L.L.C. is hereby granted a Use Permit in accordance with application filed: Use Permit to allow a,television communication facility, which includes a 100 -foot tall, three- legged guyed lattice tower, two panel array antennas mounted at the 90 -foot level,- a small FM antenna mounted at the 80 -foot level, a slotted cylinder antenna at the. 60 -foot level, two 6 -foot whip antennas at the 45 -foot level, two 12 -foot diameter microwave dishes at the 40 -foot level, two 4-f6ot diameter grid dishes mounted at the 25 -foot level, a 232 square foot shelter containing communications equipment, and an emergency power diesel generator with an attached 350 gallon belly tank., 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this. use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. -The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upori receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, 'verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a use permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. The terms and conditions of this permit shall run with the land,and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor, representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: 1. The tower and attached antennas shall be painted a neutral color to help blend in with the background. Prior to issuance of the building permit, the applicant shall submit an example of the neutral color to the Planning Division for review and approval. The tower shall be painted the approved color. (Mitigation Measure # 1) 2. A containment system meeting Butte County Environmental Health Division requirements shall be installed to contain the entire contents of the generator fuel tank in the event of tank rupture or leak. Submit a plan of the containment system to the Butte County Environmental Health Division for review and approval prior to issuance of a building permit. (Mitigation Measure # 2) 3. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County and any other agency of the Federal or State government with the authority to regulate such Facilities. 4. No advertising or display shall be permitted on the Facility. 5. The installation of a Facility shall not violate any existing deed restrictions. 6. The Facilities shall have a twelve (12) foot wide,all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 7. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 8. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 9. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 10. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shalt be jointly and solely responsible for the removal; adjustment, or replacement of 2 the Facility. In no case shall a Facility remain in operation if it is found to create a hazard to health, safety, and welfare. A Facility shall not be found to create a hazard to health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and, other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 11. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. Prior to issuance of a building permit for the Facility, the applicant shall obtain a detailed estimate from an appropriate building industry business or contractor for the removal of the Facility, including the proper disposal of all removed materials and the return of site to its original condition. A copy of the estimate shall be submitted to the Building Division for review and approval prior to issuance of building permits. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover .the cost of removal of the Facility, proper disposal -of all removed materials, and return of the site to its original condition in the event that such Facility is abandoned, or if the permit has been terminated for violation of its conditions by the County after hearing, or has expired, and after notice has been given to the owner/operator by the County, no application for renewal has been filed. If the Director of Development Services determines that the Facility is abandoned, the applicant .may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (30) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense.. 12. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 13. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 14. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division and the Building Division no later than January 31 of each year. 15. The Facility shall be secured at all times to prevent access by the public. 16. Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit F" and date-stamped Jun. 09, 2000, and is incorporated herein by this reference. 18. Applicant must also comply with all other -applicable State and local statutes, ordinances And regulations. 19. Prior to the issuance of building permits obtain encroachment permits for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 20. Building Permits are required for the communication facility. Plans and calculations shall be prepared by a licensed architect or civil engineer authorized to practice in the State of California. 21. Provide an all weather access of at least ten (10) feet wide and with a vertical clearance of at least fifteen (15) feet vertical clearance that will accommodate. a 40,000 pound fire apparatus to all structures. 22. The applicant shall maintain a thirty (30) foot area around all structures and the generator that is free of flammable vegetation. 23. The project shall meet Butte County Environmental Health Department requirements for storage and inventory of hazardous materials. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. 4 Dated: Applicant NOTE: Issuance of this Use Permit does not waive r f obtai ng uildin d Health Department permits before starting constructi , dor d� t w ' e an ther equir S. Butte County Planning Commission Chairman CC: Building Division Butte County Fire Department/CDF Environmental Health Department 5 036-690-006 PERMIT#96-2802 TUCANY VILLAGE LIMITED PARTNERSHIP W/S Hwy 70,S Pacific Heights Rd. Cont: Anthony Simonds Electric Ele Ser for Sign Lc lllg1Y'f Jy S .. .� .-.'3a��'rv-x�-^r-..,,,, � ;_ L4,;, —tt.. :`—,�R^•�es�IRi��'�tP�k)fl�lN'1�"+R""'_'. �.'.'J'.�.%,-'_"i S',;. , COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ' �- AssESsoAPAAc ° V ZONING BUILDINGPERMIT °W"i�uCANY VILLIAGE LIMITED PARTNERSHIP TELEPHONE SO. FT. OCC. BUILDING VALUATION °W kiWu',� I"°n� RD., 01213, PORTLAND, OR 97225 - CONTRACTOA'S PNMtESIMONDS ELECTRIC �rt L nul+t TELEPHONE - CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS M HWY 70, W/,3300' S PACIFIC HEIGHTS PERMITFEE $ RD. , OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP I Solar or heat pump water heater 23.00 Water piping 15.00 USE OF STRUCTURE i I SF ❑ Duplex ❑ Mobilehome ❑ Other OUTDOOR SIGN i SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer .15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other)d .1PERMITFEE Describe Work: f�7i.�.. C��" 3-m Mobile Home I S I GI W "(I -D20.00 s _ Contractor ELECTRICALPERMtTPilin Fee 200y0 Main Service ( 000V OR LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION ' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is,infull force and effect. I License Class 110 Lic. No. (0ry7_RS OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions 'Code for this reason NEW CONST. DWELLING OCCUP.S0. OR ADONS. ( d ACC. ) 3.5Q FT. NEW CONST. MULTI.OUTLE UTLET NON-RESID. ( BRANCH CIRCUITS ) , @7.50 (a SINGLE OUTLETWERT CSIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 SAL 0 .50 Ex. Occup. FIXED (RLN - OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure. for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q. -Il have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number 72-4- 4(e (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. IN _ Date 0 �Q � Signature of Applicant - Cl.Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionf of structures over 3 stories in height. , Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTALFEE $ 43400 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL pD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By _ -"s, PERMITEXPIRESON� � 2 applicable provisions Resolutions to do work been paid. t; ( Date G - � �' S 7 (Date) Receipt No. ZU95W WHITE-D.D.S.-B.D. CANARY-ASSESS(PR PINK -INSPECTOR GOLDENROD -APPLICANT f COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT D__ ASSUn!ApGkI,.{NU111@�{i/ ZONI"'G BUILD G PERMIT oW"ttCANY VlI1�LJ(L�IAGE LIMITED PARTNERSHIP TELEPHONE SO. FT. OCC. BUILDING VALUATION OW` "" WhES RD., #1213, PORTLAND, OR 97225 0O` kTffl f"ESIMONDS ELECTRIC TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS NXW H 70, W/9300' S PACIFIC HEIGHTS HW PERMITFEE $ PLUMBING PERMIT Fling Fee 20.00 RD., OROVILLE Each Trap 7.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other OUTDOOR SIGN SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ `Other XX Describe Work: ��(�'� _ U(d4f ON 3-M 81U_J3DAV-J-3 Mobile Home S I G W 920.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( EOOV 200A OR LESS OR LESS ) 23.00 23-00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i In full force and effect. /�p� �7 License Class t—�[� Lic. No. (007—a OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR AODNs. ( a ACC. BUDS. ) SO. 3.SQ For NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 WER (a SIINGLE OUTLETTUS C R. ) Ex. Occup. (ourLET OR FIXTURES ) BAL O I:50 Ex. Occup. ( OFIXED UTLETS (RESD.)EA_ ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' r pePsation psur','ance carrier and policy number are: Carrier �'� �'o MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number _ - p (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatio provisions of section 3700 of the Labor Code, I shall hwit comply with t se provisions. t X _ Date / Signature of Ap ' a - M GWner Contra or ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE FEE $ 43.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON % I applicable provisions Resolutions to do work been paid. / _ jO �CI,/, Date e /8' 1.F/ (Date) Receipt No. 209500 WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK --INSPECTOR GOLDENROD -APPLICANT PACIFIC HEIGHTS POAD -: U7, E cQDUl' T y . . Z '- 3 W Z O W J W H W N z � W J J QU Q f� � Na v� � � ♦ PM i2•'i!0 cn �¢ Al g 3 W Z O W J W H W N z � W J J QU Q 3 W Z O W J W H INDEX OF DRAWINGS 6. Construction Contractor agrees that in accordance with generally accepted construction practices, `— SHEET DESCRIPTION Construction Contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and 1 GENERAL NOTES property, that this requirement shall be made to apply continuously and not be limited to normal 2. TOWER ELEVATION & TAPERED BASE working hours, and Construction Contractor further agrees to indemnify and hold design 3. TOWER SECTION professional harmless from any and all liability, real or alleged, in connection with the 4. TOP CAP performance of work on this project, excepting liability arising from the sole negligence of design 5. ANCHOR FOUNDATIONS professional. ENGINEER: KARL K. TASHAAN 7. The tower design does not include stresses due to erection and/or transportation since erection 2183 S. HIGHLAND AVE. equipment and methods are unknown. SANGER CA. 93657 559-495-0307 FAX 495-0557,- 8. Tower grounding shall comply with all local and national codes. Grounding system designed by OWNER: KCVU TV KRVU CH 2 Q ;4 4w' L) A : others. 300 Main Street Chico Ca. 95928 � ��,� 9. The tower is designed to support only the antennas as -shown on the drawings. The Engineer will not be responsible for overstress conditions, which may occur due to deviations in antenna sizes 530-893-1234 ATTTT Alan Tampkins Ln and/or locations from those shown on the drawings. 0.3555542 m W 10. All work shall comply with Cal OSHA safety requirements. Procedures for the protection of c( -Expires a/30,ir-003 excavations, existing construction and utilities shall be established prior to foundation installation. CONTRACTOR:BECKMAN TOWER SERVICE 4861 N. GRANTLAND AVE.%%' CI ;a FRESNO CA. 93277 MATERIAL SPECIFICATIONS 559-275-4030 � �F C��-�� Steel Bar Angle and Plate ASTM A-36 CONTRACTOR'S LIC # 423668 Steel Pipe ASTM A-53 Grade B Seamless FY=35 KSI Min. INSPECTOR: BSK 567 WEST SHAW Steel Tubing ASTM A-513 C-1020 HREW Type 5 FY=50 KSI Min. FRESNO CA. 93711 FT=66 KSI Min. 559-485-0100 Bolts ASTM A-325 GALV Nuts ANSI B18.2.2 Per AISC GENERAL NOTES Reinforcing Steel ASTM A615 -76A Grade 60 Galvanizing Steel ASTM A-123 1. The General Contractor must verify all dimensions, conditions and elevations before starting Hardware ASTM A-153 work. All discrepancies shall be called to the attention of the Engineer and shall be resolved Welding Per AWS Latest Revision before proceeding with the work. All work shall be performed in a workmanlike manner in accordance with accepted construction practices. Concrete 2. Notes and details on these drawings shall take precedence over these General Notes. The concrete shall consist of 5.5 sacks of cement per cubic yard, 1" aggregate maximum, and 6.0 gallons of water per 94 lb sack of Type 2 cement, for a minimum compressive strength of 2500 psi at 28 days: The 3. The details on these drawings shall apply in all cases unless specifically shown otherwise. Where slump shall not exceed 4.5 inches. no detail is shown, construction shall be as shown for similar work. All reinforcing steel shall conform to ASTM A615 -76A grade 60. 4. It is the intention of these drawings to show the completed installation. The Contract shall be responsible for all -temporary bracing, shoring, ties, form -work, etc. in accordance with all Inspection Plan national, state, and local ordinances, to safely execute all work and shall be responsible for same. A. All bolts are bearing type connection and special inspection of the installation of high strength bolts is All work shall be in accordance with local codes. not required. 2. The tower is to be manufactured by Beckman Tower and all welding will be inspected by BSK. A 5. The Contractor shall use adequate numbers of skilled workmen who are thoroughly trained and "copy of the weld inspection shall be given to the county and the engineer. experienced in the necessary crafts, and who are completely familiar with the specified 3. No special inspection of the concrete is required requirements and methods needed for proper performance of the work. �` p M9 Ono COT �I k.,�-� MEIRvNeflonal ®Bund 42-M � SHEETS EYE -EASE' 5 SOUARE I , 42392 108 RECYCLED WHITE 5SOUARE 42399 200 RECYCLED WHITE 5SOUARE uma �, u. a. •. e1 -j3- 01 .r � i. t ylN A I. n tib\ Ilk ION Ilk �yJ4rNIN a A �bn Li 13-782 42.381 SOO SHEETS. FILLER 5 SOUARE 50 SHEETS EVE -EASE 5 SOUARE �NBNOnBI ®Brand 42 g9 200 SHEETS EYE -E00 SHEETS ASE' 5 SOUARE 42.392 1W RECYCLED WHITE 5 SOUARE 42399 , U. 200 RECYCLED WHITE 5SOUARE S. A, zr Its ) 0 J I:ixm 13-782 42.381 SOO SHEETS. FILLER 5 SOUARE 50 SHEETS EVE -EASE 5 SOUARE �NBNOnBI ®Brand 42 g9 200 SHEETS EYE -E00 SHEETS ASE' 5 SOUARE 42.392 1W RECYCLED WHITE 5 SOUARE 42399 , U. 200 RECYCLED WHITE 5SOUARE S. A, I S T( -'R -cs Y'1 1 = LJ ire Lii V) N L) v f j• f LJ r T„ylYli PART NO. t 5S air � BILL OF MATERIALS CODE ITEM QTY UNIT PART NO. DESCRIPTION -1 1 3 EA. T SS3X 300 LEG ASSY PIPE 3r SCH. 80 -2 2v, 30EA. DIAG. BRACE L 2"x 2" x3/,&x65y8 u -3 3 IS EA. :NORZ E-RACE(L 2 x 2 x3fi�xS0Y8 U -4 4 • EA. L x x x u 5 EA. L x x r LI 6 12 EA. FLANGE BOLTS 3/4 x23/4 W-) 7 12 EA. 314' NUTS 8 12. EA. 3/4 PAL NUTS 9 96 EA. BRACE BOLTS (y9 x 13/4” L6) 10 III EA. �'�NUTS 11 111 EA, 8" PAL NUTS 12 15 EA. SPACERS( W x 2"x 2" Wl %(;CIA. HOLE ) 13 15 Ell. SPACERS BOLTS V x I %' L6 YJ 35542 s ;� cL\xpi'es 9/3 '.2:03 'x+ s or - !DWG. N 0. NO. REVISION DESCRIPTION DATE BY B, s i,7EX TOWER CORPORATION 7182 Rasmussen Ave. Visalia, Calif. 93291 ASSEMBLY DETAILS FOR T .55 EHX 20` SECTION , SCALE: NONE DATE MATERIALFINISH WEIGHT O U O A T, NO. �E k ? DRAWN BY GHJ 3-19- "D C _ A "J 7 �. CHECKED BY MIN APVD. ENG. 9WAVII APVD. SALES 21 } . 3 1 ' PN OT 1248-0041771 .� BILL -OF MATERIAL S ITEM QTY. UNIT PART NO: DESCRIPTION DWG. NO. I l 24800004 TOP CAP BF -880%39 • 2'023-01203 NUT, 3 , G4LV HVY HEX 4 - 3 2 023-41203 PAL NUT/ 4 , GALV 3 - - �_ �•..___.� 4 2 025-31208 BOLT 4 X 2, GA'CV ASTM A-325 2 - - e HOLE �C.v \�' m d Expires 0i3012v3 DRAIN HOLE S, 0, C' L I, e 0 0 = TOP FLANGE HOLES (PL.3/4 D B. 0 M 4-22-86 I NO. REVISION DESCRIPTION DATE BY IE ii"EX TOWER CORPORATION TOWER SECTION LEG 7982 Rasmussen Ave. Visalia, Calif. 93291 TOP CAP ASSY(,' T48.) T55 TOWERS U T,i Cok0U'l-PHTV? SCALE: v_ T, �I;R. DA E ,'�A� ��aAI'fS r9 E IGHT QUOAT, NO. I D.ID DRAWN BY G Hu 3 IS SG. LE CHECKED BY ?-O-q// NUMBER APVD. ENG.K/�T !�-e'8 - DRAWING rj), f�yrnl� n APVD. SALES iVNUMBER 0 11 �sn—, 3HV11USS 31uLN 0310A03tl 00Z 3nv�USs 31IHM 03�0A03HUo2 66E-Zv 26E-Zv 69E-Zv 3tlVflUS S 31PIM 0310A03tl O t 3HV005S n3SV9.3A7 S133NS OOZ 6 :ev 6UE-Zv 3L'vnos ''I �aSV' 3A3 Sla3HS US 3HVilosS ��'1'�, Sa33HS OUS 3uvnUS S o35v3 7A3 3!3300 UU!ZUE-a 3tivf105 S .3S 1-3A3 S133HS OS puwg,�l¢uopeN� IUEZv 3HvllUSS H3'IIId'S133H5 UOS • i ZUC-EI �sn—, 3HV11USS 31uLN 0310A03tl 00Z 66E-Zv 3UV00S 0 31IHM 03'IOA03H W! 3tivllJS S.,3SV3.3A3 Sn3HS OOZ 26E-Zv 69E-Zv 3=20SS r3SV3.3A3 S133HS 0o! {IUPJB UW ¢ ME-Zv vl Il N�1 3L'vnos ''I �aSV' 3A3 Sla3HS US 3HVilosS ��'1'�, Sa33HS OUS tUE-ZY -m ZUG-E, IN --V I � m Na I k�- 1 65 �. ® rZoE C ` 2W 1$r :• ti..o6� 1t� A 1+�C1aN ,\Q V Q IN --V I � m Na I k�- �111 c2 - 2li, 0 1 C6 NV. C\J tI UM, M L -u !j - f cc 1�V+., 1y � ��1t t�j ti 0 P, jt US g 1 c l.-4 CD NV. C\J tI UM, M L -u !j - f z cc z 1�V+., 1y � ��1t t�j ti z 1�V+., 1y � ��1t t�j HO PACIFIC HEIGHT! DRIVE APPROVED Development Plan: DATE USE PERMIT VARIANCE MINOR U.P..KMNMN- ADM.PERMIT PLANNING COMMISS- DIRECTOR OF DEVELOPMENT SERVICES PACIFIC HEIGHTS ROAD )) 'PROPOSE TOWER SITE PROPOSED DRIVEWAY I\� SCALE: F=200' xcyu-ry CH/CO * REDDIN& LOWIM OROVILLE atsm"Mo PLOT — UP 99-14 DATC 512100 ] z ZM TQmPKjN5_ RECEIVE."D JUN 0 9 201CC B U'r T r: COU- N T`i� "L7 • 1 c: C ©. 4H 9N (O �i