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007-260-080
•s l�;; h' X0.07 X260 080' . A �• Y . JMNIARY SHEET; FOR; LAND DIVISIONS,, t �ld:en Empre�.Broadc`astn'g ,y�s��., ;:� °, Eaton. Rd:';&, Silverbell Rd�,•,lChico TENTATI•VE�;"PARCEL MAP 9/7/93. STORAGE BUILDING W/O PERMITS a• Pen Empire o c s ing 1260 vetRd., Chi o n Str .0 0 rm t (new & dio Fac es) Golden Empirf, Broadcasting 1260)4,& 1290 Silverbell Rd.,lot 1, Woodsi _!44 ub, Chico contr: Modern Steel Struc., Chico Permit #1335 ,1B,P,E,M.(new radio facilities) K /. S77 Contr: Mark Carlson Landscaping Permit#k4 6�1P (lawn sprinklers/ 133 ) 3460?ik,erbe�Rd Contr: Modern -Steel Structures, Chico Permit#1104-83B(new TV Familities) Contr: Biggers Plumbing, Chico Permit#1759-83P(plbg/1104-83)t**station - - - _ afro► C?ntr: BCb Miles Ele P rmit#1790-83E(ele/1104-83_) -8 _ �( Contr: Mod6'rn Stdel Structures P.rmit#2063-83B,E(support for satellite antenna) -gontr: All Seasons-Htg & AC Permit#3292-83M(mech/1104-83) rPe-rM3�#447-85E(el odern Steel Structures-, Chico 24-85B en w sat, rec antenna) �.•�[ - et OLA =les�lley- Electric e/124-85) a 00%7 r 2G 007-26-0-080 00=0388 B s: KHSL TELEVISION „• 3490 Silverbell Rd,' Chico:_ ._ (new sign/Modern Bldg) ov 007-26-0-080 00-0931 KNVN - TV - 24 3460 SILVERBELL, CMCO CONT: MODERN BU DIN 3 Q / TWO TV ANTENNAS a tr i - i j I A Pen Empire o c s ing 1260 vetRd., Chi o n Str .0 0 rm t (new & dio Fac es) Golden Empirf, Broadcasting 1260)4,& 1290 Silverbell Rd.,lot 1, Woodsi _!44 ub, Chico contr: Modern Steel Struc., Chico Permit #1335 ,1B,P,E,M.(new radio facilities) K /. S77 Contr: Mark Carlson Landscaping Permit#k4 6�1P (lawn sprinklers/ 133 ) 3460?ik,erbe�Rd Contr: Modern -Steel Structures, Chico Permit#1104-83B(new TV Familities) Contr: Biggers Plumbing, Chico Permit#1759-83P(plbg/1104-83)t**station - - - _ afro► C?ntr: BCb Miles Ele P rmit#1790-83E(ele/1104-83_) -8 _ �( Contr: Mod6'rn Stdel Structures P.rmit#2063-83B,E(support for satellite antenna) -gontr: All Seasons-Htg & AC Permit#3292-83M(mech/1104-83) rPe-rM3�#447-85E(el odern Steel Structures-, Chico 24-85B en w sat, rec antenna) �.•�[ - et OLA =les�lley- Electric e/124-85) a 00%7 r 2G 007-26-0-080 00=0388 B s: KHSL TELEVISION „• 3490 Silverbell Rd,' Chico:_ ._ (new sign/Modern Bldg) ov 007-26-0-080 00-0931 KNVN - TV - 24 3460 SILVERBELL, CMCO CONT: MODERN BU DIN 3 Q / TWO TV ANTENNAS a 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 1st Layer 2nd Layer Walls Ceilin s COMMERCIAL 007-26-0-080 00-0931 KNVN — TV — 24 3460 SILVERBELL, CIECO CONT: MODERN BUILDING TWO TV ANTENNAS S✓ � Z U � �r 7W 0 V=OK O = Not OK - = Not Applicable = Not Ready COMMERCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders Date UND RF OR Plans OK except #'s mg -Setbacks -Easements -Flood -Slope -Soil Report . t ., Main; Soils-Ufer Ground.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins 4. Conc ete-PSI-Cert-SP. insp.-Loc. 5. mwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. 6b; Steel -Wrapped -Wire Mesh . Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. W r Pipe; Test -Anchor -Regulator -Service Test lectric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date v / Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'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. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. 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 _63rERt"�1sp5=Door & Sidelight Protection -Landings xits-S 4 umber -Placement In65. nate; Vents -Clearance -Comb. Air -Connector - Garage: -Above Floor-Ducts-Mech. Protection A6,00r�inkjiqfs-Placement-Test 62/imeoended Ceilino-Seismic-Wires-Elec-Light & Mach. 46. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. S & Rails H p -Door Levers -Fin. Floor Elec. lets at Wood Panel; Int. & Ext. 71 -Wt -r. .; Vents -Clearance -Comb. Air-Connector-P.R.V. A e Floor-Mech. Protection 71efI c-& Mech. Equip. Listed for Location Insula ' am -Looked in Attic O Yes uard Rails & Deck Construction -Post Caps 76,F . Vents & Crawl Hole Door -Drainage & Wood -Earth Clearanc ked under Floor ❑ Yes 77. co' -Finish '78._A< -unit; Disconnect, Electrical, Plumbing 9. Vents Ab oof; Plbg.-Appliance-Fireplace.-Clearance to rags 80. Water We 'sconnect, Electrical, Plumbing 81. rior rim; G.F.I. Receptacle -Underground 2. O ite-Parking-Handicap 8 . Glass Prote tion 84. Co tions from Previous Inspections Gas Tes -Meters Tagged; Gas -Electric 86.,N er & Sewer Connected -C/O to Grade -HD Approval Energy Vance Certificate -Other Certificates 8 ofing 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 (NOTE: An entry must be made each time you visit the job site) -�'`��«o�+.a!�-"R'y`T.'r. rr�. .:a," �..y-••ro'rR-0e.wr_dj,.._�y�.--..,x.�V`a3'�� "`�'.. �'y� ±. 3: COUNTY OF BUTTE ; i ' BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i� -CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have an questions pertaining to this matter, or need additional explanation, K'y P Y Y4 P 9 P ` please contact this office immediately. Y"- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 0 7 County Cepter Drive - Oroville, California 95965 - Telephone (530) 538-7541 _ ►y�• (Rev.12/96) 'J APPLICATION AND PERMIT I ASSESSOR PARCEL NUMBER 007-260-080 ZONING BUILDING PERMIT OWNER KNVN TELEPHONE SO. FT. OCC. BUILDING VALUATION �'Ooo OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE COM P.O. BOX 772, CHICO, CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. RQBERARCHITECT OR ENGINEERS MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 81.00 Plan Checking Fee $ 52.65 BUILDIN 34695 SIILVERBELL CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 153.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL SPECIFY Each Trap 1 7.00 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 — TV ANTENNA'S 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 800V OR LESS Main Service zo AOR 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.POWER License Class ` Lic. No. 2.b r�� OWNER -BUILDER DECLARATION' I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this ` reason Main Service TO lOooA 46. 00 NEW coNsr. DwEwNc occuP. DWE200ALLING ORADD ( A.C.IMSr so 3.5aso. Fr. NS. M NON 8610. CU @7.50 APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 O 1.00 BAL p .50 Ex. Occup. .FIX.ED 'PPRRES D.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION s 1 hereby�.affirm under penalty of perjury one of the following declarations: ref 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 � 'N\_fig Policy Number -Z_7J Z.— !!:U:�) (The above sections need not be competed 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 .r, 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. � _ Date �C'� % gna ure o Ap ie ❑ Owner ❑ Contractor ❑ Agent An HA permit is required for excavations over 60" deep and demolition or construction of structures oA9A stories in h hBy Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 153.65 HAZ. D. F IMP FLAOD CDF ppgC HD 5SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date 5/12/00 A�� PERMIT EXPIRES ON /12/01 Dade COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r P QAl,T NO. Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER d ZONING BUILDING PERMIT OWNER\ ] 1 _` %� jl(�`., TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNO ADDRESS �a CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER � LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAFUNG ADORES S Plan Chececkin Fee $ ` SUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other JR�,� SPECIFY Soler or hest um 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile HomeISI GI W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V OR LE S 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. License Class _�_>>--` Lic. No. `� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: Q -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 insur4ince carrier and policy number are: Carrier Policy Number — (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 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. l Date Signature ofApplicant - ❑ Owner P<ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service sooA To I000A 46.00 NEW CONST. OW ELIJNG OCCUR s0 OR ADDNS. ( 8 ACC. BLD S. 3.5¢FT. NoµRESID MULTI.OUTLET @7.50 POWER APPARATUS 8 SIN OUTLET CIR. OUTLET OR FIXTURES Ex. Occup. aAl @ I:w FIXED APPLJJS. OR Ex. Occup. ourLErs RESID. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE FEE $ S �p ,,,,�• ITOTAL D. FEEIMP FLAOD CDF PARCEL PO HO ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON Ma provisions to do work paid. X® Receipt No. ( 7 / S3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . •:.,rd.1... , J a,.: n n�a . a ♦ :lesiy �^ -ht. r A �,� ,�y �....�; ir" . ���, :. '✓-�1�yrr^1�r�'���. r.1-•". 1�.,"t'�`"r^I"ti,.+tip"'f" s.a.� - � 'w� 1�.,,,r�H , +ee.. n�.�'.� tL.� �.. ,�..r � � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COLWTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 It , PERMIT APPLICATION DATA SHEET OWNER: `� ASSESSOR PARCEL NUMBER: Proposed Building Use: -9 T V A- vU i ; Building Inspector: Date: K-- O 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 iiems have been submitted. . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- owEngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------- : 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------ ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 1�6. Plot plan and business license approval from the City of Biggs. ---------------------- a- T Planning approval for (A) Use: N AA., (B) Parking: - /V�/� VES. . Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. --------------------- 1123. Owner-Builder --------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------- ❑ 28. Existing violations and/or expired permits. ------------------------------- 0 29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. O'Telephone" �� 3 and hold for pickup at C office. ❑ Deliver with inspector. ' Applican : (a ` �s-�. Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o Air Pollution Date: By: 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 required: 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 1:1phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13phone, ❑ 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 11Plan Cabinet, 1:3A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. MASONRY WALLS N. E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 16th Lift MMERCIAL 007-26-0-080 00-0388 B KHSL TELEVISION .3490 -.Silverbell Rd,-, Chico. (new sign/Modern Bldg) FIRE WALLS 0 cupancy, Area, Prop rty) Gypsum Board 1st Layer 2nd Layer Walls Ceilings x. ty A'. F. f f. V=OK O = Not OK -= Not Applicable COMMERCIAL ' = Not Ready s� Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doc rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles N 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- Back ing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs &Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 7 1. Elec. Outlets at Wood Panel; Int. &Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic O Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval _ 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. Ii.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) "COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 lam. CORRECTIONMOTICE 0 13 dWNER� PERMIT NO. A routine inspection indicates that the following violations of butte•county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is "# completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /�i2a r//oL" ���1�i2or�c� fG�/ • '� .4 . 7 k � �7 .4 . OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N.O. -' APPLICATION AND PERMIT " �3 �� ASSESSOR PARCEL NUMBER zGNNGA^C J BUILDINGPERMIT OWNER IJ / L T-6 L , / o I I/ V RV-- TELEPHONE SO. FT. OCC...BUILDING VALUATION e9r_S o O OWNERMAULING ADDRESS S I F1 UtA6G C Pit W CONE CTO 'S NAME/ J O � J r V' L A� TELEPHONE Q,`Il - VS -33 CONTRACy�ORS LINO ADDRESS / J fVl is )K CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ $ O 0. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ Z ARCHITECT OR ENGINEERS WAILING ADDRESS Plan Checking Fee $ BUILDINOADDRESs 3 / O a Energy Plan Checking Fee $ $ Coll -o PERMIT FEE $ 3�.Qc7 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE / SF ❑ Duplex ❑ Mobilehome ❑ Other 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,p-"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 "OOVORLESS Main Service zo.A OR LESS 23.00 �[ J Main Service 200A TO t000A 46.00 NEW CONST. DWELLING OCCUP. 3.SQ FT. OR ADONS. 6 ACC. SMS. NEWOND MULTI.OUTLET NON•RESID. @7.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTURES BA20 O 1.00 .00 FIXEDAPPLNS. OR EX. OCCU OUTLETS REs10.) En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= S Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IM FLOOD I CDF P F I FO HD tSSU This permit is hereby issued under the applicable provisions of the Buffs County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) -i�tL^.inti-. -�' �. r•� a:r~'Y`tl+1Y��-`ain1�-• j:'��7�3^mF1'��1-...r.. ?,_ .-.. ._�^. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET OWNER: {CHS L 64cm ACAs !y4 ASSESSOR PARCEL NUMBER: 7-16 - %0 Proposed Building Use: Building Inspector: C. Date: Z - 2 pop At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------- 1110. -----❑10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees.-------------- ❑ 13. Flood elevation certificate. --------------------------------------------- 9 4. Sanitation and plot plan approval "/GO Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑24. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------- 0 27. ---------------------------------------------.❑27. Manufactured Home utility clearance. --------------------------------------- E128. -------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to own Mail to contractor. ,.r (Date) ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. STn-'jC r o (c- 3 �231e1 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: 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 required: 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: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil din ivision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 2 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE:. (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-0388 Expiration Date: 3-24-01 A.P. # 007-260-080 KHSL TV, 3890 SILVER ALL RD, CHICO. ((�SIGN) With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies Of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YQ1rs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments CC: MODERN BLDG Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County'Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PIE RMITA9. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 007-26-0 ZON1NO BUILDING PERMIT OWNER KHSL TELEVISION TELEPHONE SO. FT, OCC. BUILDING VALUATION ES T /4500 OWNERS MAILING ADDRESS 3490 STT.VFRBFT,T,, C14TCO 95971 CONTRACTOR'S NAME MODERN TELEPHONE CONTRACTORS MAILING ADDRESS 774, C14TCo (-.A 95997 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 4500 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 13 .80 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑tail SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00, TYPE OF WORK NeyX ❑ Addition ❑ Remodel ❑ 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 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Vz-- Lic. No. 2 (� OWN WILDER 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. OR ADDNS. ( 6 ACC. BLDS. 3 Soso. FT. NOµq�,p ' MULTI.OUTLET 97.50 PSINGLE OUTLET OWER APPARATUCIR.s OUTLET OR FIXTURES Ex. Occup.BAL 20 @ 1.00 @ .50 Ex. Occup. ounFrs RD.°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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 ��'ha-� 'G'V�.1� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Policy Number '7_72— u►-, �iT (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .� Date'_.; 719-C %D S ANopheaW7❑ Owner VContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionA4f�� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 138.80 TOTAL FEE $ HAZ. — D. FEES IMP —X FLOOD X CDF — PARCELPD 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. 3/24/00 By Date PERMIT EXPIRES ON 3/24/01 Date ReceiptNo. agOq WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT STRUCTURAL CALCULATIONS RCE Job #2000.050 for KNVN —TV 24 Chico, CA Calculation Index: Page # • Foundation Analysis FA 1 — FA5 • Concrete Analysis CAI — CA8 • Anchor Bolt Analysis ABI — AB 13 • Appendix A Al —A2 BUTTE COUNTY GILDING ®EPAPTMT Rev. 0 Initial Issue APPROVED These Calculations have been prepared for plans drawn Tom Chase for the above indicated property. The results of the calculations have been incorporated on said plans. WMA Elio IT ►' ``" ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com Roberts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com Job Description for RCE Job #00-050 KNVN TV -24 3460 Silverbell Road Chico, CA The following is a description of the project for KNVN TV -24. This calculation package Is separated into four sections and has a supporting reference for the finite element program used to analyze the foundation. Section 1: pages FA 1 — FAS. This section of the calculations organizes the worst-case load conditions for the 6M and 3M antennas. All loads shown provided by the antennas manufacture. Once the loads were organized, they were entered into a finite element analysis program written by this office. The foundations were checked for stability, deflection, rotation and concrete stresses. Section 2: pages CAI — CAB. Stresses generated from the finite element analysis were checked against code requirements. Reinforcing steel was designed and beam and punching shear were checked. Section 3: pages AB 1 — AB 13. In this section the worst-case loads were taken from the information provided by the manufacture and the anchor bolts were analyzed. Anchor bolts were checked in accordance with section 1925 of the 1997 UBC. Section 4: pages Al — A2. This section shows typical screens from the finite element program used to analyze the foundation. Also included in the submittal is a reference copy of the Thesis used to verify the operation of the finite element program. This was included to aid in the plan checking process. Azimuth ac c Position Angle -5U 112.38 -45 115.84 -5 120.17 0 119.25 40 107.92 45 106.21 AS (fl�Sf L_&4_eMGV--1? ) e;'O t L Pl2ESS RoT6,1 I l ea) Joint Az. Jack 20.125 inches in is onz of o a ion fa ion Angle Load Mx My Oz Pressure (deg) (lbs) (in -lbs) (in -lbs) (in) (psi) (radians) (deg) Load Az. Jack 448 28 120 L. Pintle 493 94 114 Leg #1 823 35 55 Leg #2 845 166 55 AS (fl�Sf L_&4_eMGV--1? ) e;'O t L Pl2ESS RoT6,1 I l ea) -E-o-a-a Condition ]F— ac c ev Angle Angel 7An(deg) (deg) Az. Jack 20.125 inches in is onz of o a ion fa ion Angle Load Mx My Oz Pressure (deg) (lbs) (in -lbs) (in -lbs) (in) (psi) (radians) (deg) Load Mx (in -lbs) Py (lbs) My (in -lbs) I Pr (lbs) PZ (lbs) Az (in) of Pressure (psi) o a on (radians) o a ion (deg) Load #2 -30 121.04 20 135 2319 39987 24065 0.0240 1.9149 1.90E-05 0.0010886 Load #3 -4 119.986 0 30 -462 -8053 -4647 2991 -2855 0.0250 1.9966 Load #4 -2 119.618 0 180 -25 -437 -249 -32363 1561 6240 0 Load #5 -46 115.148 20 180 -85 -1548 -727 846 18375 846 -3977 Load #6 42 107.236 0 30 -1113 -21393 -6637 0.0225 1.8012 2.13E-05 0.0012204 Lower Pintle Loads 21.t2U inc es Px (Ibs) Mx (in -lbs) Py (lbs) My (in -lbs) I Pr (lbs) PZ (lbs) Az (in) of Pressure (psi) o a on (radians) o a ion (deg) Load Load #2 2150 46698 2078 45134 2991 -2855 0.0250 1.9966 1.62E-05 0.0009282 Load #3 -464 -10078 -1490 -32363 1561 6240 0 Load #4 8 174 846 18375 846 -3977 0 Load #5 -908 -19722 837 18180 1235 -2687 0 Load #6 -1989 1 -43201 1 1206 1 26194 1 2326 1 4389 1 0.0024 1 1.9209 1 3.09E-05 70 0.00174 oa Load #2 Load #3 Load #4 Load #5 Load #6 Load -#T -- Load #2 Load #3 Load #4 Load #5 Load #6 d Lower Axial leg Az. Jack Pintle leg #1 leg #2 Oz Az Az Az (in) (in) (in) (in) Axial eg loads - 1 b.UUU inches 0.0010 leg #1 (lbs) e ica Comp (Ibs) onz. Comp (lbs) Mx (in -lbs) My (in -lbs) AZ (in) ofRotation Pressure ([)Si) I(radians) o a ion (deg) -2007 -1419 -1419 -15053 -15053 O.U26U 2.1193 1.44L-Ub U.UUU8251 2153 1522 1522 16148 16148 0.0240 1.8916 1.77E-05 0.0010141 -4398 -3110 -3110 -32985 -32985 0 2812 1988 1988 21090 21090 0 4303 3043 3043 32273 32273 0 27 19 19 203 203 0.0230 1.8677 1.60E-051 0.0009167 leg #2 (lbs) Vertical Comp (Ibs) onz. Comp (lbs) Mx (in-Ibs) My (in-Ibs) Az (in) ofRotationRotation ressure (psi) /" (radians) ->t (deg) 2234 1580 1580 16755 16755 0.0250 1.9606 1.40E-05 0.0008021 -4501 -3183. -3183 -33758 -33758 0 2773 1961 1961 20798 20798 0 -3 -2 -2 -23 -23 0 -6309 -4461 -4461 -47318 -47318 1 0.0270 1 2.173 1 1.80E-051 0.0010313 d Lower Axial leg Az. Jack Pintle leg #1 leg #2 Oz Az Az Az (in) (in) (in) (in) Differential Settlement (in) Load - Load #2 0.0240 0.0250 0.0240 0.0250 0.0010 Load #3 0.0000 0.0000 0.0000 0.0000 0.0000 Load #4 0.0000 0.0000 0.0000 0.0000 0.0000 Load #5 0.0000 0.0000 0.0000 0.0000 0.0000 Load #6 0.0225 0.0024 0.0230 0.0270 0.0246 d AZIMUtri Jack Position Angle -50 112.38 -45 115.84 -5 120.17 0 119.25 40 107.92 45 106.21 ZS KPO W l N p ( (p M Gil � Fop, OZ �p�SP�.A►GfcM��� (�p�l CizTE. STResSES — U5eT:> To Siro� 12E l� -4FO-4CII —E STt—LL_ Joint Az. Jackinches m is onz Angle Load Mx My Az Tmax (deg) (Ibs) (in -lbs) (in -lbs) (in) (psi) Load Az. Jack 448 28 120 L. Pintle 493 94 114 -Leg #1 823 35 55 Leg #2 845 166 55 ZS KPO W l N p ( (p M Gil � Fop, OZ �p�SP�.A►GfcM��� (�p�l CizTE. STResSES — U5eT:> To Siro� 12E l� -4FO-4CII —E STt—LL_ Load on i ion im. ac ev Angel Angle Angel (deg) (deg) (deg) Az. Jackinches m is onz Angle Load Mx My Az Tmax (deg) (Ibs) (in -lbs) (in -lbs) (in) (psi) Load Mx (in -lbs) Py (lbs) -U.1153 119 #2 -30 121.04 20 135 13978 241026 145052 -0.0910HNI Load #3 -4 119.986 0 30 -4670 -81404 -46972 -0.1150 - Load #4 -2 119.618 0 180 -154 -2694 -1532 -0.1048 272456 Load #5 -46 115.148 20 180 -518 -9437 -4430 -0.0694 -0.1040 Load #6 42 107.236 0 30 -6824 -131166 -40693 -0.0618 -8585 Lower Pintle Loads 21.120 inches Px (Ibs) Mx (in -lbs) Py (lbs) My (in -lbs) Pr (lbs) Pz (lbs) Oz (in) tmax (psi) Load - -U.U968 350 #2 12544 272456 13952 303037 18762 -22099 -0.1040 199 Load #3 -4251 -92332 -8585 -186466 9580 33248 -0.0917 179 Load #4 -6 -130 6696 145437 6696 -29417 -0.1110 167 Load #5 -6584 -143004 6118 132883 8998 -20746 -0.1043 158 Load #6 -11194 1 -243134 1 -6276 1 -136315 1 12833 1 22437 1 -0.0934 173 Load Axial eg loadS I b.UUU inc es Vertical onz. leg #1 Comp Comp Mx My �z (lbs) (lbs) (lbs) (in -lbs) (in -lbs) in) - - - - - -U. 146U Tmax (psi) 122 #2 14179 10026 10026 106342 106343 -0.0808 88 Load #3 -26025 -18402 -18402 -195188 -195188 -0.1360 184 Load #4 18802 13295 13295 141015 141015 -0.0748 127 28390 20075 20075 212925 212925 -0.0457 204 Mul 280 198 198 2100 2100 -0.0822 13 Load Vertical onz. leg #2 Comp Comp Mx My ez (lbs) (lbs) (lbs) (in -lbs) (in -lbs) (in) -u.u9ft Tmax (psi) 103 #2 15109 10684 10684 113317 113318 -0.1020 109 Load #3 -25553 -18069 -18069 -191648 -191648' -0.1169 195 Load #4 18462 13055 13055 138465 138465 -0.0865 135 Load #5 -54 -38 -38 -405 -405 -0.1174 13 Load #6 -36568 -25857 -25857 -274260 -274260 -0.1494 290 � Sj:5i Mpo W t r, -i o (UNA O LS A- 4- Lower Axial leg Az. Jack Pintle leg #1 leg #2 Oz Az Az Oz (in) (in) (in) (in) Differential Settlement (in) Load - - - -U.0977 U.U492 #2 -0.0910 -0.1040 -0.0808 -0.1020 0.0232 Load #3 -0.1150 -0.0917 -0.1360 -0.1169 0.0443 Load #4 -0.1048 '-0.1110 -0.0748 -0.0865 0.0362 Load #5 -0.0694 -0.1043 -0.0457 -0.1174 0.0717 Load #6 -0.0618 -0.0934 -0.0822 -0.1494 0.0876 � Sj:5i Mpo W t r, -i o (UNA O LS A- 4- 3 M DISH 125 mph wind load Load Case_ F2 Obs) Mx I (in -lbs) I My Rotation (in -lbs) Rotation I (radians) I Oz (in) I AP (psi) 2 -6032 -6852 105555 59.39 3 18 310570 -5388 119.72 45 mph wind load 91 FA5 i��zlL- Fo 2 I Of -f isz o c.Eo�tt�lT� �o P�.ESSvC�-� Load Case F2 Obs) Mx I (in -lbs) My I (in -lbs) Rotation I (radians) I Oz (in) I AP (psi) 2 -868 -2429 18552 1 0.000107 19.61E-05 0.00832 1 0.6654 3 -17 -30760 61071 0.0107 0.8555 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 C N1 DISI-� �q Ga L o wev P4111¢ CO jcizP--rc c 4e7ur-- Find Required Footing Size: DL = , 0 kips WL = 33.248 kips Q = 33.248 kips q -allow = 2 ksf B = L = 4.0773 It square Footing Concrete Data: f C = 3000 psi fy = 60 ksi Column Data: C = 8.00 inches Check Beam Shear: Vu = 56.522 kips qu = 3.4 ksf d, reqd. = 4.14 inches Check Punching Shear: V = 57 kips a = 40 interior column RC = 1.00 bo = 54.34 inches = 0.85 Eq. 11-35 Vc = 100 kips Eq. 11-36 Vc = 102 kips Eq. 1 1-37 Vc = 66 kips Minimum Value Vc * � = 57 kips OVC -V = -1.9E-10 (residual error) d, reqd. = 5.59 inches Try d= 21.00 Check Flexural Steel: MU = 43.7325 ft -kips a = 0.927908 inches OMn = 43.7325 ft -kips 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 M ptsl� .. Co,.lG2E'rE Mu - �Mn = 1.41 E-09 < 0 As = 0.473233 int/ft width Check pmin and pmax for flexural reinforcing: pmin = 0.002 As min = 0.504 int/ft width pmax = 75 * pbal B1 = 0.85 pbal = 0.02138 pmax = 0.016035 As max = 4.040839 int/ft width ?q CA Z e --A EL 1�- 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 ( Lp ISA p1 S (A ) Pj 6 A3 A X -ic-) I -e95 r! orl C-f?-eTS cge4IL Find Required Footing Size: DL = 0 kips WL = 20.075 kips Q = 20.075 kips q -allow = 2 ksf B = L = 3.1682 It square Footing Concrete Data: fC = 3000 psi fy = 60 ksi Column Data: C = 8.00 inches Check Beam Shear: Vu = 34.128 kips qu = 3.4 ksf d, reqd. = 3.04 inches Check Punching Shear: V= oc = PC = bo = Eq. 11-35 Vc = Eq. 11-36 Vc = Eq. 1 1-37 Vc = Minimum Value Vc * � = 34 kips 40 interior column 1.00 47.45 inches 0.85 60 kips 53 kips 40 kips 34 kips QVC -V = 4.11 E-08 (residual error) d, reqd. = 3.86 inches Try d= 21.00 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 Check Flexural Steel: MU = 36.2355 ft -kips a = 0.765815 inches �Mn = 36.2355 ft -kips Mu - �Mn = 1.01 E-06 < 0 As = 0.390566 int/ft width Check pmin and pmax for flexural reinforcing: pmin = 0.002 As min = 0.504 int/ft width pmax = 75 * pbal B1 = 0.85 pbal = 0.02138 pmax = 0.016035 As max = 4.040839 int/ft width (Lp�4 Di) � > Pq CAS Co r -IG gsi7a. G� E-4 Qq c µ5 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 4/28/00 5:52:52 PM Company Info I Project Info R. C. E. (Project: KNVN 336 Broadway; Suite 7 ILocation: 3460 Silverbell Road Chico, CA, 95928 1 Chico, CA 95973 Phone: (530) 894-8801 (Client: Modern Building Co. Fax: (530) 894-8805 (Job No.: 00-050 E-mail: cj@r-c-e.com (Footing Id: 6 -Meter Antenna Shear Analysis FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, V c ........................ 3.00 ksi ConcreteType ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ......................................................... 10.00 in. by 10.00 in. Gravity Only Soil Bearing Strength ................................. 2.0 ksf FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. GravityOnly Soil Bearing ........................................ 16.50 ft. 16.50 ft. 24.00 in. 42.86 psi 2.90 psi ASTM -A615 .22 in' (2-#4) .2 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.45 0.00 0.00 Live Load 0.00 66.50 12.40 X G( ed -1G- OF sLA3 over 3.00" 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 pc� CA 3 M DISH — Goy► (2 ATE Gt� ��tL Find Required Footing Size: DL = 0 kips WL = 6.032 kips Q = 6.032 kips q -allow = 2 ksf B = L = 1.7367 It square Eq. 11-35 Vc = Footing Concrete Data: Eq. 11-36 Vc = f C = 3000 psi fy = 60 ksi Column Data: C = 8.00 inches Check Beam Shear: Vu = 10.254 kips qu = 3.4 ksf d, reqd. = 1.30 inches Check Punching Shear: V = 10 kips Cc = 40 interior column RC = 1.00 bo = 38.31 inches = 0.85 Eq. 11-35 Vc = 20 kips Eq. 11-36 Vc = 12 kips Eq. 11-37 Vc = 13 kips Minimum Value Vc * = 10 kips QVC -V = -2.7E-07 (residual error) d, reqd. = 1.58 inches Try d= 21.00 04/27/00 - KNVN Dish Foundation- R.C.E Job 2000.050 Check Flexural Steel: Mu = 1.71754 ft -kips a = 0.03567 inches �Mn = 1.717653 ft -kips Mu - �Mn =----0:0001.1 .<-0 .. - As = 0.018192 int/ft width Check pmin and pmax for flexural reinforcing: pmin = 0.002 As min = 0.504 int/ft width pmax = 75 * pbal B1 = 0.85 pbal = 0.02138 pmax = 0.016035 AS Max = 4.040839 int/ft width Pct C A -S Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 4/28/00 5:51:23 PM Company Info I Project Info R. C. E. (Project: KNVN 336 Broadway; Suite 7 (Location: 3460 Silverbell Road Chico, CA, 95928 1 Chico, CA 95973 Phone: (530) 894-8801 (Client: Modern Building Co. Fax: (530) 894-8805 (Job No.: 00-050 E-mail: cj@r-c-e.com IFooting Id: 3 -Meter Antenna Shear Analysis FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 3.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ........................................................ 10.00 in. by 10.00 in. Gravity Only Soil Bearing Strength ................................. 2.0 ksf Footing Width ...................................................... 8.00 ft. FootingLength ..................................................... 8.00 ft. FootingDepth ...................................................... 24.00 in. Punching Shear Stress .............................................. 17.65 psi IeL Beam Shear Stress .................................................. 4.05 psi qV Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .19 in' (144) Transverse Bottom Reinforcement Required for Strength .............. .29 int (244) Gravity Only Soil Bearing .......................................... .7 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: co1.4D + 1.7L FwwH--jr= UNFACTORED LOADS: II Load Case FY, (kips) MX, (ft -kips) M2, (ft -kips) o Dead Load 0.80 0.00 0.00 Live Load 0.00 30.14 14.83 W = 8.00' As = 1-#4 Bars X L = 8.00' As = 2-#4 Bars Cover = 3.00" 05/03/00 -- KNVN N-24 -- RCE job No. 2000-050 CP �A DIS4 Anchorage Per U.B.C. 1925.2 8z .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PII = 0.00 Vw = 32.23 Pw = 4.78 Veq = 0.00 Peq = 0.00 Vu = 41.09 Kips, Factored Shear Pu = 6.22 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area f's= 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 1810 int, Sloping Shear Area At = 256 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Special Inspection i = 0.37 provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'/z 0*Vc= 0*2*q*dee*L*(f'c)'/2 Az. Jack (Worst Case Load) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2 i = 0.23 < 1 OKH i = (1 /0) * (2Pu/Pc) I = 0.06 < 1 00 i = (1 /0) * (2Vu/Vc) i = 0.59 < 1 00 i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.14 < 1 OKII I = UPON I = 0.05 < 1 OKII i = (2Vu/Vs) i = 0.37 < 1 OKII i 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 (P M D 6 0 horage Per U.B.C. 1925.2 & .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PII = 0.00 Vw = 9.78 PW = 9.78 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = f's = f'c= As = At = de = # bolts= # Rows = 0= L= 12.46 Kips; Factored Shear 12.71 Kips, Factored Tension 1.23 int, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 905 int, Sloping Shear Area 64 int, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* Vs 0*Pc= OL*(f'c)'/2*[(2.8*As)+(4*At)] Vss= 0.75*Ab* Vs 0*Vc= 0*800*Ab*L*(f'c)'/2 0*Vc= 0*2*q*dee*L*(Vc)'/2 Leg ( Load Case #1) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.06 < 1 OKII i = (1 /0) * MUM i = 0.26 < 1 OKI! i = (1 /0) * (2Vu/Vc) i = 0.18 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.02 < 1 OKII i = (21)u/Ps) i = 0.10 < 1 OKI! i _ (2Vu/Vs) i = 0.1 1 < 1 OKI! 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 ( M DtS4 Anchorage Per U.B.C. 1925.2 & .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PII = 0.00 Vw = 10.68 PW = 10.68 Veq = 0.00 Peq = 0.00 Vu = 13.62 Kips, Factored Shear Pu = 13.89 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area f's= 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 905 int, Sloping Shear Area At = 64 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'/2*[(2.8*As)+(4*At)] Vss= 0.75*Ab* f's 0*Vc= 0*800*Ab*L*(f'c)'/2 0*Vc= 0*2*q*dee*L*(f'c)'/2 Leg ( Load Case #2) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.08 < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.28 < 1 OKH i = (1 /0) * (2VuNc) i = 0.19 < 1 OKI1 i = (2Pu/Ps)2 + (2VuNs)2 i = 0.03 < 1 OKI! i = MUM i = 0.10 < 1 OK11 i = (2Vu/Vs) i = 0.12 < 1 00 Pc� Aez.�3 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 Per U.B.C. 1925.2 U.3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 Vw = 18.40 PW = 18.42 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = f's = f'c= As = At = de = # bolts= # Rows = 0= L= 23.46 Kips, Factored Shear 23.95 Kips, Factored Tension 1.23 inz, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 905 inz, Sloping Shear Area 64 inz, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'/z*[(2.8*As)+(4*At)] Vss= 0.75*Ab* f's 0*Vc= 0*800*Ab*L*(f'c)'/z 0*Vc= 0*2*q*dez*L*(f'c)'/i Leg (Load Case #3) i = (1/0)*[(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.22- < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.48 < 1 OKII i = (1/0)*(2Vu/Vc) i = 0.34 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.08 < 1 OKI! i = MUM i = 0.18 < 1 OKI! i = (2Vu/Vs) i = 0.21 < 1 OKII F� Aa) 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 Lp NA QtS 1� jAnchorage Per U.B.C. 1925.2 81:.3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PII = 0.00 Vw = 13.30 PW = 13.30 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = Vs= f'c= As = At = de = # bolts= # Rows = 0= L= 16.95 Kips, Factored Shear 17.28 Kips, Factored Tension 1.23 int, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 905 int, Sloping Shear Area 64 int, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts . 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'/z 0*Vc= 0*2*1*dee*L*(f'c)%2 Leg (Load Case #4) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.12 < 1 OKH i = (1 /0) * (2Pu/Pc) i = 0.35 < 1 OK!! i = (1 /0) * (2Vu/Vc) i = 0.24 < 1 OK!! i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.04 < 1 OK!! 1 = (2Pu/Ps) i = 0.13 < 1 OKI! i = (2Vu/Vs) i = 0.15 < 1 OK!! i 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 Anchorage Per U.B.C. 1925.2 U .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 Vw = 20.08 PW = 20.08 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = f's = f'c= As = At = de = # bolts= # Rows = 0= L= 25.60 Kips, Factored Shear 26.10 Kips, Factored Tension 1.23 int, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 905 int, Sloping Shear Area 64 int, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab* f's 0*Vc= 0*800*Ab*L*(f'c)'/2 0*Vc= 0*2*q*dee*L*(Vc)'/2 Leg ( Load Case #5) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2 i = 0.27 < 1 00 I = (1 /0) * (2Pu/Pc) I = 0.53 < 1 OKII i = (1 /0) * (2Vu/Vc) i = 0.37 < 1 OK11 i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.09 < 1 OK11 i = MUM i = 0.20 < 1 OK11 i = (2Vu/Vs) i = 0.23 < 1 OKI1 Pq Aa 05/03/00 -- KNVN N-24 - RCE job No. 2000-050 ge Per U.B.C. 1925.2 8z .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PII = 0.00 VW = 25.86 PW = 25.86 Veq = 0.00 Peq = 0.00 Vu = 32.97 Kips, Factored Shear Pu = 33.61 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area Vs = 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 905 int, Sloping Shear Area At = 64 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = . 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'h 0*Vc= 0*2*q*dee*L*(f'c)'/2 Leg (Load Case #6) I = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.44 < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.68 < 1 OKII i = (1 /0) * (2Vu/Vc) i = 0.47 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i =. 0.15 < 1 OKII i = (2Pu/Ps) i = 0.25 < 1 OKII i = (2Vu/Vs) i = 0.30 < 1 OKII P'9 /-\B-+ 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 .. (.QNI DI 5 9 ge Per U.B.C. 1925.2 & .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 VW = 37.36 PW = -3.45 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = f's= f'c= As = At = de = # bolts= # Rows = 0= L= 47.64 Kips, Factored Shear 0.00 Kips, Factored Tension 1.23 int, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 792 int, Sloping Shear Area 49 int, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection. provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)l Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'h 0*Vc= 0*2*y*dee*L*(f'c)'h f Lower Pintle (Load Case #1) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.30 < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.00 < 1 OKII i = (1 /0) * (2Vu/Vc) i = 0.68 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.19 < 1 OKII i = (2Pu/Ps) i = 0.00 < 1 OU i = (2Vu/Vs) i = 0.43 < 1 00 use: I.LS Incn ala. A.t$.'s 20 inch embed. Pss= 66.27 Kips ,PC= 85.92 Kips Vu= 55.22 Kips Vc= 139.81 Kips Vc= 0.00 Kips e)'j A 66 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 Pq A99 ,. (DM 01s14 ge Per U.B.C. 1925.2 &.3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 Vw = 18.76 PW = 22.10 Veq = 0.00 Peq = 0.00 Vu = 23.92 Kips, Factored Shear Pu = 28.73 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area Vs= 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 792 int, Sloping Shear Area At = 49 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'h 0*Vc= 0*2*1*dee*L*(f'c)'/2 Lower Pintle (Load Case #2) i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.37 < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.67 < 1 OKII i = (1/0)*(2Vu/Vc) i = 0.34 < 1 OKI1 i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.09 < 1 OKII i = (2Pu/Ps) i = 0.22 < 1 OKII i = (2Vu/Vs) i = 0.22 < 1 OKII 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 �p W o Ls14 horage Per U.B.C. 1925.2 U .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 Vw = 9.58 PW = 33.25 Veq = 0.00 Peq = 0.00 Vu = 12.21 Kips, Factored Shear Pu = 43.22 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area Vs = 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 1592 int, Sloping Shear Area At = 49 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* Vs 0*Pc= OL*(f'c)'/2*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'h 0*Vc= 0*2*q*dee*L*(f'c)'h Lower Pintle (Load Case #3) i = (1 /0) * [(2Pu/Pc)2 + (2VuNc)2] i = 0.20 < 1 OKII i = (1 /0) * (2Pu/Pc) i = 0.52 < 1 OKII i = (1 /0) * (2Vu/Vc) i = 0.17 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.12 < 1 OKH i = (2Pu/Ps) I = 0.33 < 1 OKII i = (2Vu/Vs) i = 0.1 1 < 1 OKII P,, Ar�(o 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 ge Per U.B.C. 1925.2 & .3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 VW = 6.70 PW = 29.42 Veq = 0.00 Peq = 0.00 Vu = Pu = Ab = f's = f'c= As = At = de = # bolts= # Rows = 0= L= 8.54 Kips, Factored Shear 38.24 Kips, Factored Tension 1.23 int, Single Bolt Area 60 ksi, Bolt Strength 3 ksi, Concrete Strength 792 int, Sloping Shear Area 49 int, Tension Area 0 in, edge distance(0 = N/A) 4 Total # of Bolts 2 Total # of Rows 0.65 Strength Reduction Factor 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* Vs 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab* f's 0*Vc= 0*800*Ab*L*(f'c)'h 0*Vc= 0*2*1*dee*L*(Vc)'/2 Lower Pintle (Load Case #4) i = (1/0)*[(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.52 < 1 OKI! i = (1 /0) * (2Pu/Pc) i = 0.89 < 1 OKI! i = (1 /0) * (2Vu/Vc) i = 0.12 < 1 OKII i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.09 < 1 OKI! i = WON i = 0.29 < 1 OKII i = (2Vu/Vs) i = 0.08 < 1 OK!! Pa A� I I 05/03/00 -- KNVN TV -24 -- RCE fob No. 2000-050 Low Per U.B.C. 1925.2 81.3 Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 VW = 9.00 PW = 20.75 Veq = 0.00 Peq = 0.00 Vu = 11.47 Kips, Factored Shear Pu = 26.97 Kips, Factored Tension Ab = 1.23 int, Single Bolt Area f's= 60 ksi, Bolt Strength f'c= 3 ksi, Concrete Strength As = 792 int, Sloping Shear Area At = 49 int, Tension Area de = 0 in, edge distance(0 = N/A) # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows 0 = 0.65 Strength Reduction Factor L = 1 1 fpr Normal Concrete Special Inspection provided (y/n)? n Anchor Embedded In Tension Zone(y/n)? n Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'/2*[(2.8*As)+(4*At)] Vss= 0.75*Ab*f's 0*Vc= 0*800*Ab*L*(f'c)'/2 0*Vc= 0*2*q*dee*L*(f'c)'/2 Lower Pintle ( Load Case #5) i = (1/0)*[(2Pu/Pc)2 + (2Vu/Vc)2] i = 0.27 < 1 OK!! i = (1 /0) * (2Pu/Pc) i= 0.63 < 1 OKI! i = (1/0)*(2Vu/Vc) i = 0.16 < 1 OK!! i = (2Pu/Ps)2 + (2Vu/Vs)2 i = 0.05 < 1 OK!! i = (2Pu/Ps) i = 0.20 < 1 OKH i = (2Vu/Vs) i = 0.10 < 1 OKI! Pq Ami z 05/03/00 -- KNVN TV -24 -- RCE job No. 2000-050 horage Per U.B.C. 1925.2 a .3 Lower Pintle (Load Case #6) Vdl = 0.00 Pdl = 0.00 VII = 0.00 PH = 0.00 VW = 12.83 PW = 22.44 Veq = 0.00 Peq = 0.00 Vu = 16.36 Kips, Factored Shear i = (1 /0) * [(2Pu/Pc)2 + (2Vu/Vc)2] Pu = 29.17 Kips, Factored Tension i = 0.34- < 1 OK11 Ab = 1.23 int, Single Bolt Area Vs= 60 ksi, Bolt Strength i = (1/0)*(2Pu/Pc) f'c= 3 ksi, Concrete Strength i = 0.68 < 1 00 As = 792 int, Sloping Shear Area At = 49 int, Tension Area 1 = (1 /0) * (2Vu/Vc) de = 0 in, edge distance(0 = N/A) i = 0.23 < 1 OKI1 # bolts= 4 Total # of Bolts # Rows = 2 Total # of Rows i = (2Pu/Ps)2 + (2Vu/Vs)2 0 = 0.65 Strength Reduction Factor i = 0.07 < 1 OKH L = 1 1 fpr Normal Concrete i = (2Pu/Ps) Special Inspection i = 0.22 < 1 OKI! provided (y/n)? n Anchor Embedded In 1 = (2Vu/Vs) Tension Zone(y/n)? n i = 0.15 < 1 OKI1 Pss= 0.9*Ab* f's 0*Pc= OL*(f'c)'h*[(2.8*As)+(4*At)] Vss= 0.75*Ab* f's 0*Vc= 0*800*Ab*L*(f'c)'/2 0*Vc= 0*2*q*dee*L*(f'c)'/2 Pte, A� 13 piwaaamd P-dl • V33 "P6dS-- P'9.191 - V33 "PxnS'- .__Svy,La FFA [P-1 ' . __._. --wyJc� FEA IP -1 ►e u i �c�Cre-Y1ce- �o oT I �eS1s L4seC vcrk aPcrSiav� oT �r'oc�r'c��� 1 .� r o Se FINITE ELEMENT PR UR- froo,, OR NOs.N-LINEAR CONCRETE PLATES ON NON-LINEAR WINKLER FOUNDATIONS r _ A Thesis Presented To the Faculty of California State University, Chico i In Partial Fulfillment Of the Requirements for the Degree Master of Science in _. Interdisciplinary Studies ` Structural Engineering By Charles J. Roberts Summer 1998 r .. FINITE ELEMENT PROCEDURES FOR NON-LINEAR CONCRETE PLATES ON NON-LINEAR WINKLER FOUNDATIONS A Thesis By Charles J. Roberts Summer 1998 . APPROVED BY THE DEAN OF THE SCHOOL OF GRADUATE, INTERNATIONAL, AND SPONSORED PROGRAMS: Robert M. Jackson,.Ph.D. APPROVED BY THE GRADUATE ADVISORY COMMITTEE: Jane Rysberg, Ph.D. Russell S. Mills, Ph.D., Chair Graduate Coordinator Joel Arthur, Ph.D. Kyran D. Mish, Ph.D. Maurice Mow, Ph.D. DEDICATION This thesis is dedicated to my wife, Bo, and our daughters, Claire, Emily and Molly. Their support and guidance throughout the effort involved in completing this work has made the adventures very rewarding for me. I hope that the fruits of these efforts return to them to create a better life and world for our family. iii ACKNOWLEDGEMENTS I would like to acknowledge the Civil Engineering faculty and staff for contributions they all have made through this work. Special thanks to Dr. Maurice Mow for initiating my interests in teaching and to pursue these studies. Thanks to Dr. Russell Mills for his guidance in chairing the committee, for his strive for excellence in report writing. Thanks to Dr. Joel Arthur for his help with- concrete mechanics; and his energetic motivation. Thanks to Dr. Kyran Mish for his incisive help in understanding plate theory and the finite element method. Thanks to Dr. Charles Mueller for his help and guidance with soil mechanics and foundation engineering. Thanks to Mrs. Dagmar Hampton for helping me stay organized. Contributing faculty from the Mechanical Engineering and Mathematics departments were also instrumental in this work. Thanks to Dr. Ramesh Varahamurti for his generous help in .understanding the Finite Element Method and for his help in understanding the significance of automation. Thanks to Dr. Jimmy Tan-atichat for initiating my interest in writing computer programs and for his help in understanding the world of computers. Thanks to Dr. Jack Ladwig for his discussions on equation solving and for providing reference material on equation solving methods. Finally, I would like to acknowledge my. fellow interdisciplinary masters students 'for their help in visualizing and attaining the goals required for this effort. iv TABLE OF CONTENTS _ PAGE Dedication........................................................................................................:......... ill Acknowledgments....................................:................................................................. iv 'List, of Figures......................................................... ..................................................... vi Nomenclature............................................................................................................. vii Abstract..............:........................................................................................................ ix CHAPTER I. Introduction.................................................................................................... 1 II. Elastic -Plastic Soil Springs............................................................................ 3 III. Concrete Element Stiffness Model................................................................ 6 IV. Finite Element Derivation.............................................................................. 11 V. Concrete Element Verification........................................................I..:........... 18 VI. Foundation Plate Results............................................................................... 23 VII. Conclusions.................................................................................................... 25 References.................................................................................................................. 27 Appendices.................................................................................................................. 30 A. Program Listings...................................................................................... 30 t f v M vi LIST OF FIGURES FIGURE PAGE 1. Constitutive relationships for soil behavior ................................................... 4 2. S 1 element foundation plate with hourglass modes ....................................... 13 3. Rectangular plate with uniform lateral pressure and corner supports............ 15 4. T1 element vs. Timoshenko theory for uniform lateral pressure ................... 15 5. Rectangular plate with alternating corner loads; "The Pergola Roof............ 16 6. T1 element vs. Timoshenko theory for the Pergola Roof .............................. 16 7. "The Twisted Ribbon" 160 -element mesh .................................................... 17 8. Tip deflection of the twisted ribbon, a comparison of elements .................... 17 9. Tip deflection of a cantilevered beam............................................................. 19 10. McNeice slab loaded at the center................................................................. 19 11. McNeice slab response at node 1..........................:.....................................::. 20 12. McNeice slab response at node 4................................................................... 20 13. McNeice slab response at node 22 ................................... ............ 21 14. McNeice slab response at node 36.............................................:................... 21 15. Quarter plate model of the patch -test mesh ....................:.............................. 22 16. McNeice slab response at node 36 vs. patch -test..... ....................................... 22 17. Deformed CT1 elements on a Winkler foundation ..............................::........ 23 18. CTI element foundation vs. Ceroni-Mingardi foundation ............................ 24 vi NOMENCLATURE AS area of reinforcing steel b width dimension d depth dimension D material matrix E, elastic modulus of concrete ,. ES elastic modulus of steel f'; concrete ultimate compressive strength fr rupture modulus G shear modulus Icr cracked moment of inertia Ie effective moment of inertia of cracked section Ig gross moment of inertia of un -cracked section M service load moment Mcr cracked moment n ratio of elastic moduli t plate thickness to effective plate thickness j ' x thickness of uncracked concrete yt distance from neutral axis to extreme fiber vii a stiffness reduction factor V, Poisson's ratio area ratio of steel to concrete, AS/bd 6 normal stress n 0 ABSTRACT FINITE ELEMENT PROCEDURES FOR NON-LINEAR CONCRETE PLATES ON NON-LINEAR WINKLER FOUNDATIONS by Charles J. Roberts Master of Science in Interdisciplinary Studies Structural Engineering California State University, Chico Summer 1998 Engineers face many challenges when analyzing and designing foundations on soil. Soil behaves in a non-linear fashion in response to loading, both in the inability to resist tension and general elastic -plastic behavior. Reinforced concrete also behaves non - linearly in response to loading, due both to cracks that develop in concrete tension zones and to the mechanical response of the reinforcing steel. Thexeinforced concrete undergoes a significant loss of stiffness due to the cracking. The two materials, soil and reinforced concrete, may be modeled using isoparametric, four -node, quadrilateral, Mindlin plate bending elements. The soil is modeled as tensionless, non-linear springs, known as a Winkler foundation, acting at the nodes. The reinforced concrete is modeled using finite elements incorporating an effective stiffness model to include the cracking effects. The reduced stiffnesses are ix computed using a finite element derivation from the formula proposed by. The formula is modified to fit into the finite element method, eliminating the need to directly compute moments of inertia and eliminating the need for rectangular meshes. A finite element code was created for the solution to the problem. The code employs the Newton- Raphson solution method, including a pre -conditioned, conjugate -gradient, iterative equation -solver that is used at each cycle. The proposed model has been verified by comparisons with results from tests and studies of slabs with various loading conditions. X CHAPTER.1 INTRODUCTION Concrete foundation structures behave in a complicated manner and require careful examination in order to determine response to loading. Soil bearing stresses depend upon the non-linear response of the soil to loading and the non-linear response of the reinforced concrete foundation. The soil has a limited bearing capacity and in some regions has no ability to resist tension, in that the foundation may actually "lift-off' the soil below. The reinforced concrete also behaves in a non-linear fashion as the tension regions develop cracks and the mechanical action of the reinforcing steel takes over, resulting in a significant loss of stiffness in the section. The soil is treated in'this study as a boundary to a finite element model. The soil is modeled , using non-linear springs that change stiffness depending upon the directions and amplitude of the deflection at the node in question. The soil springs have zero stiffness when the deflection causes tension in the spring and the stiffness is reduced if the soil is loaded past failure. The tensionless non-linear soil springs are known as a Winkler foundation, (Bowles 1996). The reinforced concrete is modeled using isoparametric, four -node, quadrilateral, Mindlin plate bending elements, (Bathe 1996, Hughes and Tezduyar 1981). The element incorporates an effective stiffness model to include the cracking effects of the concrete. The formula proposed by Branson (ACI Committee 318 1995) is implemented in this study to account for the cracking of the concrete. The formula is 1 modified to fit into the finite element method and eliminates the need to directly compute moments of inertia and to generate rectangular meshes. A stand-alone finite element code was created for the solution to this problem. The code employs the Newton-Raphson solution method, including a pre -conditioned, conjugate -gradient, iterative equation -solver used at,each cycle, (Burden and Faires 1993). The proposed model has been verified by comparisons with results from tests and studies of slabs with various loading conditions. 2 i - CHAPTER II .. ELASTIC -PLASTIC SOIL -SPRINGS- --- -- -- ....- - The nature of the soil response depends upon its bearing strength and its stress history. The bearing strength can be determined from the plate load tests or from physical properties. The physical properties used to determine bearing strength are density, shear capacity, internal friction angles and the depth and -size of the footing. The stress history of the soil is also important in understanding the behavior of the soil at or near the failure point. A soil that has been over -consolidated will not loose much stiffness prior to failure while a normally consolidated soil will loose some stiffness prior to failure. Since soils vary greatly in their response to loading, the bi-linear, elastic - plastic mathematical model was chosen for this work, with the plastic limit being either a value chosen by the user or a value computed using conventional bearing capacity equations embedded in the program (Fig. 1). The response of the foundation due to settlement presents another problem in that the soil under the center of the footing experiences more consolidation than at the edges, especially when dealing with cohesive soils. The foundation "springs" require coupling of some sort in order to behave like actual cohesive soils. Cohesionless, (granular) soils do not tend to experience the same response. Coupling of the springs requires that off diagonal terms be introduced into the finite element formulation and adds greatly to the complication of the non-linear solution. An acceptable design 3 alternative is to double the spring rate of the edge springs for cohesive soils, but not for granular soils. The program allows this feature as an option. 0 0.5 1 1.5 2 Displacement, in FIG. 1: Constitutive relationships for soil behavior. The development of the soil springs is straightforward in that the current spring stiffness is computed directly from the current nodal displacement and the soil properties. If the node is displaced away from the soil then the stiffness is -set to zero, since the soil is considered to be tensionless. Displacements toward the soil generate a tangent spring stiffness up to the specified plastic limit of the medium. After the plastic limit is exceeded, secant stiffness terms are computed using the plastic limit value divided by the current displacement. The program operates in an iterative fashion and converges to the final result for the value. Cycle counts in the Newton-Raphson 40.00 •30.00 a d 20.00 0 a 10.00 0.00 0 0.5 1 1.5 2 Displacement, in FIG. 1: Constitutive relationships for soil behavior. The development of the soil springs is straightforward in that the current spring stiffness is computed directly from the current nodal displacement and the soil properties. If the node is displaced away from the soil then the stiffness is -set to zero, since the soil is considered to be tensionless. Displacements toward the soil generate a tangent spring stiffness up to the specified plastic limit of the medium. After the plastic limit is exceeded, secant stiffness terms are computed using the plastic limit value divided by the current displacement. The program operates in an iterative fashion and converges to the final result for the value. Cycle counts in the Newton-Raphson procedure can be changed by adjusting the amount of smoothing, over or under -shoot, and error limits implemented into the actual solution procedure. Elastic soil properties may be directly input or computed using the Meyerhof procedure outlined in Bowles (1996). Using either method, the user has the option to increase the values for the edge springs for the soil coupling effect based upon the soil type, as previously mentioned. 5 CHAPTER III _. ....-..__.... _..__.. - ---------- CONCRETE ------ CONCRETE ELEMENT STIFFNESS MODEL The stiffness of concrete structures is dependent upon the concrete material properties and upon the actual stress levels developed. The Branson formula is used to compute the moment of inertia based upon the actual cracking experienced by the concrete member. This formula has been used to determine curvatures in beams and has been used in other work to create an effective stiffness model for concrete plates, (Jofriet and McNeice 1971; Polak 1996; Scanlon and Murray 1982). The results obtained from the proposed methods are very encouraging and employ procedures for determining cracked moments for the section, cracked moments -of inertia, and computing an effective stiffness of the concrete section based upon the current moment levels. The objective here is to derive a finite element based approach for determining the effective concrete element stiffness for the general case of isoparametric, quadrilateral, finite elements. The procedure should avoid use of any ad-hoc procedures requiring only rectangular meshes and the computation of moments of inertia. The Branson equation used to compute the bending stiffness of concrete beams is as follows: a a le _ Ma I� + 1— Ma ]If � Ma a (3.1) The equation works well for rectangular sections where the moment of inertia is readily determined. However this is not the case for arbitrary quadrilateral plate T elements. The approach used here is to reformulate the equation 3.1 in terms of the stress level in the section. The previous study, (Jofriet and McNeice 197 1) validated the use of the fourth power for two-way slabs. The Branson.formula is expressed using the fourth power of the moment ratio rather than the third power as suggested by ACI 318-95. The expressions for the moments of inertia used in the "Ie" equations are defined in terms of the physical section properties. The resulting formulas are also presented in a ratio that is used in a later substitution. 3 3 I�� = b3 + nAs (d - x)2 = b3 + ES pbd(d - x)2 (3.2) I6'_ b�3 (3.3) Ic, _ 4x3 + 12Es.pd(d - x)2 3.4 Ig t Et'( ) The expressions for the moments used in the "Ie" equations are defined in terms of the stress conditions and physical properties of the section. The resulting formulas are also presented in a ratio that is used in a later substitution. QI6 2Qbt3 6bt2 Ma = _ = (3.5) Y, . 12t 6 fr1s _ 2f,bt3 _ fbt2 M" Yt 12t 6 Mir _ f, bt2 6 _ f, Ma 6 Qbt2 6 (3.6) (3.7) Where: f, = 7.5 f'c or 4.0 f'c depending on restraint conditions 7 The value for the rupture modulus "f," is as specified in ACI 318-95. The value can be reduced to account for creep and shrinkage effects. Jofriet and McNeice suggest replacing the 7.5.factor in the 'Tr" equation with a 4.0 -for restrained conditions where the creep and shrinkage cracking will add to the loss of section stiffness. The value of 7.5 is recommended for the "un -restrained" case. The previous moment and moment of inertia ratios are substituted into the Branson formula. The formula is then divided by the gross moment of inertia to obtain a ratio "a" that is used to define the loss of section stiffness. a = Ie r (3.8) s i a 2a _ (L)4 + 1-_ f� 4 + 3E5 pd(d - x) (3.9) 6 Q t3)(x, E The a value is computed for each orthogonal direction and the modifiers are incorporated directly into the element material matrix to create the orthotropic material matrix as shown below. EX vXEY - 0 (1-vxvY) (1-vXvy) D,= vYEX EY 0 (3.10) (1-vXvy) (1-vXvy) 0 0 G (1+V)- Where- E,, )Where-E,, = (aX) E, EY = (ay)Ec E:3 VX = (a.) v, (3.13) vY = (ay )V, (3.14) The modified orthotropic material matrix is computed for each element based upon the latest stress intensities and then the global stiffness matrix is re-formulated. New deflections are computed for the corresponding stresses. The process continues in a cyclic fashion until an equilibrium condition is reached, i.e., the modified material matrix does not vary between successive cycles: Simple problems involving one way bending, like a simple beam, will close directly to a solution. More complex plate bending problems are more difficult to solve however, due to Poisson's ratio and the resulting cross -term reciprocity effects. , The modified material matrix is used both for the development of the latest element stiffnesses and for the computation of the latest stresses. If this is not done simultaneously, the increased strain due to the reduced stiffnesses would produce increased stresses with each cycle until failure is reached. A procedure for the reductions of both in -plane, and out -of -plane shear stiffnesses has also been included in the formulation. The a reduction factor derived in equations 3.8 and 3.9 reflects a reduction in bending stiffness, and is related to the thickness cubed, t3. The shear stresses, however, are related to the effective thickness, te, and hence rather than adjust the shear stiffness term with the a term they are adjusted using the cube root of the a term, as follows: 3 I e = b 12 (te related to "Ie) 9 - (3.15) Ie = aIs = ab(t 3 ) (1e related to t) 12 (3.16) Setting the effective moments of inertia above equal and solving for the effective thickness, b(te3) _ ab(t3) 12 12 to = t (3.18) There are other complicating considerations in the computation of shear stiffness fora concrete section. The particles in the cracked section of the concrete can lock under load and add to the overall stiffness of the section; a phenomenon called "particle interlock". The reinforcing can also contribute to the shear stiffness due to the embedded doweling action of the steel. This procedure allows for the shear stiffness of the section to be reduced along with the cracking of the section. This reduction however, is not as severe as the bending stiffness reduction since the cube root of the a term results in a greater number, i.e. less of a reduction. CHAPTER IV FINITE ELEMENT -DERIVATION The finite element model used for the solution of this -problem has been developed through an evaluative process involving the application of different solution techniques and different plate element types. Originally, a direct solution process based upon the modified Cholesky method was employed to solve the system of equations, but the need for a non-linear equation solver became apparent when dealing with materials such as soil and concrete. A review of solution techniques resulted in the choice of the popular Newton-Raphson method for non-linear systems, (Burden and Fairies 1993). The Newton-Raphson method requires that a solution be found for the Jacobian Matrix for all iterations of the solution. An iterative, diagonally pre -conditioned, conjugate - gradient method for solving the Jacobian Matrix was employed and resulted in computational savings for both the linear and non-linear portions of the program. Development of the plate elements involved the review of well known quadrilateral membrane and Reisner-Mindlin bending elements. Initially a membrane element was developed, -and then bending characteristics were incorporated, resulting in a four -node, quadrilateral element having five degrees of freedom per node. The four -node element was chosen over higher -order elements because of the desire to create a simple yet accurate model for analysis. Lower order elements are also desirable for non-linear, iterative solutions because they contain fewer equations per element and hence, the repeated formulations of the stiffness matrix are shortened. 11 - The first model considered for the bending element was a four -node Reisner- Mindlin bending element using full 2x2 Gaussian integration, called the "S2" element. The element exhibited an undesirable and well-documented_phenomena called "shear - locking" on the thin plate limit, (Hughes and Tezduyar 1981). The S2 element is essentially over -restrained and produces unreasonably low deflections for thin plates. To combat the shear locking experienced by the S2 element a selective reduced integration scheme was employed and dubbed the "S 1" element. The concept of selective reduced integration involves using the same full 2x2 Gaussian integration as the S2 element except for transverse shear strains that are integrated using a single point at the element center. The Sl element effectively eliminated the shear locking. However, it introduced another potentially serious instability called hourglass modes. The displacement solution can display certain rigid body mode shapes for near -zero eigenvalues that are shaped like an hourglass (Fig. 2): In this case the displaced shape reveals spurious displacements that cannot be "sensed" by the single gauss point within the element, i.e., the four corner -nodes can move in these particular shapes without moving the center gauss point. The displacements do not typically appear in isolation but are usually found superimposed over "legitimate" displacements. This can make the modes difficult to detect. The overall effect on the quality of the result is not always serious but can cause the analyst to question the results. Methods employed to reduce the effect can include adding the mode shapes into the solution to effectively remove the mode or to sufficiently constrain the model to eliminate the effect. Foundation plates are 12 - only restrained by the relatively soft soil springs .and are essentially a poor choice for this reduced integration scheme. The "71" element was studied next (Hughes and Tezduyar 1981). The element is free of both shear locking and hourglass modes, and is relatively insensitive to shape distortion. During the process of this study it was noted that introducing a single T 1 element into a mesh of S 1 elements eliminates the hour glassing, negating the need for other hourglass mode corrections. The Tl .element performs.well and does not display the pathological results encountered with the S 1 and S2 elements. FIG. 2: S1 element foundation plate with hourglass modes. The S1, S2 and T1 elements were -verified for adequate response to loading in various configurations. The Tl element performed most accurately and allows the user greater latitude in element shapes than the other elements investigated. These results led to the conclusion that the T1 element was the best choice for the=remainder of this work. The T1, element was examined for agreement with'Timoshenko linear -elastic, thin -plate bending theory with excellent results. The first verification problem was a 13 uniformly loaded plate with corner supports (Fig. 3 and Fig. 4). The second problem, the "Pergola Roof' is an unsupported plate perpendicularly loaded at the four corners with equal but alternating forces (Fig. 5 and Fig. 6). Both trials demonstrate accurate agreement with thin plate limits and indicate that as the plate becomes thick, additional _ deflection is observed due to out -of -plane shear strains. The Timoshenko, linear -elastic, thin -plate bending theory accounts only for bending strains and not for shearing strains, and therefore underestimates the thick plate deflections. These results are reasonable for the Tl element as it is shear -deformable. The T1 element is compared to the S 1 and S2 elements and to a plate element from the commercially -available computer program STARDYNE, (Research Engineers, Inc. 1995). The elements are compared using a long thin plate called the "Twisted Ribbon", first modeled using a single element. The mesh was also refined to 10, 40 and 160 element configurations as shown in Fig. T The plate was loaded using two load cases; (A) opposing corner point loads and (B) with point moments. Each of the four elements display consistent results for the two load cases, (see Fig. 8). The T1 element performs well in the range tested, regardless of mesh coarseness, and exhibits superior performance due to the sporadic behavior of the other elements. The S1 element displays poor results for the 10 -element mesh due to a contagious, torsional hourglass mode while the S2 element displays the shear locking, producing an "overly -stiff' response to loading. 14 FIG. 3: Rectangular plate with uniform lateral pressure and corner supports. 1.0E+03 1.0E+02 1.0E+01 1.0E+00 1.0&O1 1.0E-02 U a� 1.0E-03 A 1.0E-04 1.0E-05 1.0E-06 1.0E-07 - 10" x 10" Plate _ 10 p.s.i. pressure E = 30,000,000 psi V = 0.3 HT1 Element --O--Timoshenko Plate Theory 0.01 0.1 1 Plate Thickness, in. FIG. 4: T1 element vs. Timoshenko theory for uniform lateral pressure. 15 10 ................... FIG. 5: Rectangular plate with alternating corner loads; "The Pergola Roof'. 1.Ur1_rUL LOE+O I LOE+00 LOE-01 LOE-02 -_2 LOE-03- U LOE-04 LOE-05 LOE-06 LOE-07 LOE-08 0.01 0.1 1 10 Plate Thickness, in.-. FIG. 6: T1 element vs. Timoshenko theory for the Pergola Root 16 [it Load B: 0.5 in. -lb. Corner Pomt Moments. FIG. 7: "The Twisted Ribbon" 160 -element mesh. HT1 Element --D--S I Element 6 S2 Element —O— STARDYNE 1" x ]0" Plate - 0.05" Thick E = 10,000,000 psi v = 0.25 1 10 100 1000 Number of Elements FIG. 8: Tip deflection of the twisted ribbon, a comparison of elements. 17 1.0E+01 1.0E+00 .5 c 0 1.0E-01 r~ a� A a. 1.0E-02 1 0E-03 HT1 Element --D--S I Element 6 S2 Element —O— STARDYNE 1" x ]0" Plate - 0.05" Thick E = 10,000,000 psi v = 0.25 1 10 100 1000 Number of Elements FIG. 8: Tip deflection of the twisted ribbon, a comparison of elements. 17 CHAPTER V CONCRETE ELEMENT VERIFICATION --- -- - — --- -- The T1 element was modified to model the non-linear behavior of concrete, forming a new element dubbed the "CTI" element. The CTI element is essentially the same as the Tl element except that the non-linear stiffness effects, described previously in Chapter Il, are included in the formulation. The CT1 element was examined for agreement with analytical results against a simple beam -model to determine if the element provides accurate deflections induced by one-way bending. A varying concentrated moment was applied to the end of a cantilevered beam and the tip deflections were computed. The beam was modeled using a single CT 1 element and the deflections matched the simple beam -model. Additional models using meshes of 10 and 40 CTI elements yielded the same results. The CTI element provides deflections due to shear strains that are not included in the beam model. The difference is readily apparent at the higher end of the tip deflection range. The CTI element was examined for. agreement with the experimental results, (Jofriet and McNeice 1971). The "McNeice" slab was a 36 -inch -square by 1'/4 -inch -thick reinforced concrete slab, supported at the corners and loaded at the center. The displacements were instrumented at four locations on the slab, joints 1, 4, 22 and 36 as shown on Fig. 10. The slab was modeled with'the CTI element and displacements were noted at the indicated nodes. The results indicate good correlation between the experimental and the analytical'results (as indicated in Figures 11 through 14). 18 t F 1600 - 1200 En 800 Cd 0 0 0 0.1 0.2 0.3 0.4 0.5 0.6 -0.7 0.8 0.9 1 Displacement, in. FIG. 9: Tip deflection of a cantilevered beam. FIG. 10: McNeice slab loaded at the center. 19 4000 3500 3000 2500 ti 2000 Ca 0 1500 1000 500 0 4000 3500 3000 2500 .n ti 2000 Cd 0 1500 1000 500 0 - - - - - -Experimental --K>— FEM 0 5 10 15 20 25 Displacement, in. FIG. 11: McNeice slab response at node 1. 0 2 4 6 8 10- 12 14 Displacement, in. FIG. 12: McNeice slab response at node 4. 20 4000 3500 3000 2500 ui b 2000 0 1500 - - - - - Experimental 1000 —o--FEM 500 0 5 10 15 20 25 .30 35 40 Displacement, in. FIG. 13: McNeice slab response at node 22. - - - -Experimental --<>,—FEM 0 10 20 30 40 Displacement, in." " FIG. 14: McNeice slab response at node 36. 21 4000 3500 3000 2500 ti 2000 0 1500 1000 500 0 - - - -Experimental --<>,—FEM 0 10 20 30 40 Displacement, in." " FIG. 14: McNeice slab response at node 36. 21 The model was also distorted for a patch -test of the CTI element (see Fig. 15). A patch -test is should'produce the same results regardless of individual element shape. . FIG. 15: Quarter plate model of the patch -test mesh. The results of the patch -test compared well with the previous analytical and test results (see Fig. 16). - 4000 3500 3000 2500- ,62000 500-b2000 0 1500 1000 500 0 - - - - - -Experimental .. Patch Test 0 10 20 - 30 40 Displacement, in. FIG. 16: McNeice slab response at node 36 vs. patch -test. 22 CHAPTER VI FOUNDATION PLATE RESULTS The CTI element was implemented in a foundation -application using an elastic -plastic sub -grade and compared to previous results in the literature. The problem used for verification was a complex layered composite concrete and steel element. The element was modeled using multiple layers of concrete and. steel, (Ceroni and Mingardi 1996). The procedure used in the layered model is to examine the strain relationships for steel and concrete at each layer and then apply the appropriate stress -strain criteria. The model analyzed was a rectangular footing.approximately 24 feet by 32 feet by 8 inches thick (see Fig. 17). The subgrade elastic -plastic model used is as shown previously in Fig. 1. There is good correlation between the two. methods and the results are shown in Fig. 18. fM�1�1�1e ME MOMI FIG. 17: Deformed CT1 elements on a Winkler foundation. 23 110.00 100.00 90.00 80.00 70.00 60.00 50.00 40.00 ' ' ' ' Ceroni & Mingardi 30.00 "a CT1 Element 20.00 - 10.00 0.00 0 1 2 3 4 5 Displacement, in ' FIG. 18: CTI element foundation vs. Ceroni-Mingardi foundation. 24 CHAPTER VII CONCLUSIONS In this paper a new theoretical horizon has"been illuminated for reinforced concrete plate elements on non-linear Winkler foundations, based upon simple .four -node plate elements and Mindlin plate theory. The simplicity of the four -node element is retained and the element was found to perform well on a variety of plate problems as well as for reinforced concrete beam and reinforced concrete foundation problems. The simple yet accurate four -node element can be implemented into iterative non-linear analysis algorithms and would serve as a useful tool in determining slab deflections. The technique also works well for other engineering problems, e.g., the analysis of steel base plates supported on concrete or for masonry -wall element analysis. The implementation of automated design procedures into analysis algorithms can be a useful design tool for consulting engineers. Designing concrete for thickness, required strength or for required reinforcing steel coupled with the analysis capabilities of this element would simplify the design process of concrete plate structures. This element and the non-linear solution algorithm is well suited to performing automated design. The solution speed for these procedures requires further study. Closure limits for the secant stiffness of the soil model and for the concrete stiffness reduction factor, a, greatly affect convergence rates. Smoothing techniques can introduce error into the solution. The magnitude of the errors and the corresponding convergence rates need to 25 be carefully considered to produce codes that operate intelligently and produce meaningful results for a variety of applications. The implementation of automated..design procedures..and. solution convergence criteria are important but delicate matters- that need to be assiduously pursued to put this technique on a sound footing. 26 0 . `' REFERENCES Bathe, K. J. (1996). Finite element procedures. Prentice -Hall, Englewood Cliffs, New Jersey 07632. Bowles, J. E. (1996). Foundation analysis and design. Fifth Edition. The McGraw-Hill Companies, New York, NY. Branson, D. E. (1963). "Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams." Alabama Hwy. Res. Rep, No 7, Bureau of Public Roads, 1-78. "Building code requirements for reinforced concrete." (1995). ACI Committee 318-95, American Concrete Institute (ACI), Box 19150, Redford Station, Detroit, MI 48219, Burden, R. L. and Faires, J. D., (1993). Numerical analysis. Fifth Edition. PWS Publishing Company, 20 Park Plaza, Boston, MA 02116-4324. Ceroni, R. and Mingardi, L., (1996). "Nonlinear Analysis Of Reinforced Concrete Foundation Plates." Computers and Structures, 61(1), 87-106. Cook R. D. (1995). Finite element modeling for stress analysis. First Edition. John Wiley & Sons, Inc., New York, NY. Datta B. N. (1994). Numerical.Linear Algebra and Applications. First Edition. Brooks/Cole Publishing Company, 511 Forest Lodge Road, Pacific Grove, CA 93950. - Hughes, T. R. J. and Tezduyar, T. E. September (198 1). "Finite elements based upon Mindlin plate theory with particular reference to the four -node bilinear isoparametric element." Journal of Applied Mechanics, 48, 587-596. Jofriet, J. C. and McNeice, G. M., March (197 1). "Finite element analysis of reinforced concrete slabs." Journal of the Structural Division of the American Society of Civil Engineers, ASCE, 1'19(12), 785-806. Polak, M. A. September (1996). "Effective Stiffness Model For Reinforced Concrete Slabs." Journal of Structural Engineering, 96(3), 1025-1030. Research Engineers, Inc. (1995). STARDYNE Version 4.41 User Information Manual, Research Engineers, Inc., Yorba Linda, California. 28 � y' V Scanlon, A. and Murray, D. W. (1982). "Practical calculation of two-way slab deflections." Concrete International Magazine, 11, 43-50'. Timoshenko, S. and Woinowshy-Krieger, S. (1959). Theory. Of Plates And Shells. Second Edition, The McGraw-Hill Companies, New York, NY. Wang, C. K. and Salmon, C. G. (1996). Reinforced Concrete Design. Third Edition, The Harper & Row Publishers, Inc. 10 East 53`d Street, New York, NY 10022. 29 %V, to m i SUM A011k Mm—w MAY 012000 Ctilco, A LoING co 676 0!4/, 007- Z,6o _ o--9"0 J/0 awafilr,y c016C Fprxj�; lrUr�-2lTy' or e6r-1c, pa.5'r g6-- 9---- //'= ND 1`//ZE W�r-rim - 7-6 z0 Jay/ �i� I god TO: . Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 06 3v.v E.H. USE ONLY Plot Plan Attached Floor Plan Attached Ale Sant to B.O. / .316o L AInciie/l o —OPO Owner Location AP# Plan Approved for:, Sewage Disposal X Water Supply: Public Private Well Clearance for-+eltirrg. Other s.= Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 h' OWNER4:_5;�`, LOCATION: C JIIV-u� DATE . A. P. #`-- CONTRACTOR: ZONING DATE TO INSPECTOR PERMIT HISTORY: NONE AS FOLLOWS: TYPE OF OCCUPANCY r� FIELD - INFORMATION BUILDING. USAGE: 67-09", , TENNANT: �� .s L_ G ai.27J9r-r.4y [-_-] OCCUPIED Q HAS ELECTRIC Q HEATED -COOLED [] HAS GAS ] HAS SANITATION FACILITIES L_j PERSON CONTACTED OTHER COMMENTS:yiovo $h -L 90 & Uo�o X Gly ?rw- u ACTION RECOMMENDED: 0 ISSUE Q HOLD FOR OTHER: BY DATE R.P. khlrL- B.I. MISC;-- a 7- -z 14, j i, � 47 *--4 u .. O IiV REPOAT 11 LOCATION-, CAUSE: DAMAGE! SAVED: LAND USEi. PAGE OF CDF 8CPD DAILY INCIDENT LOG V/t)AA FROM 0800: S (/W DAY/DATE TO 080 INC# 7417e hAt # -64r3 NAME aQ�* typt REPORT TIME .1/26 - START TIME CONTROL TIME, R.O. 11,941CCA-4 STA. 2Y Locktift, r ve,# AoAe � of,41A-00011 BAT. 3 CAUSE: ENGINES., Or I3CFD CO# OFFICER: DAMAGE. so WT D6Z CREW AA AT HC SAVED: OTHER EQUIP. MEDICS ND USE: ACRE/TYPE TOTAL OWNER/TENANT WRA x- R.P.,?4q 4 B.I. Q A Misc.. INC # -Y wl 7) FIRE 0 A oVe* NAME '61 S L- TYPE REPORT TIMEART TIME I'kS �T --Z CONTROL TIME 1.206 R.O. —A�A)Awe STA. 412 LOCATION: root/ BAT. Y CAUSE: 101= ENGINES: CDF BCFD Z COO OFFICER: 2 bAMAGE- UM'W so WT * DOZ CREW AA AT , HC SAVED: —Z-1OZ) OTHER EOUIP: MEDICS LAND USE: O%A,%�bq W/ tone4'ew-a-_ ACREMPE TOTAL (-i%A MPD/TMAKIT L %AID A At R.P. khlrL- B.I. MISC;-- a 7- -z 14, j i, � 47 *--4 u .. O IiV REPOAT 11 LOCATION-, CAUSE: DAMAGE! SAVED: LAND USEi. � r F D(_:( }'r' COUNTYOFB T -rte: � 4 �I .. � .t. i 1 14/91-1. . P O 'L SYSTEM - 9;16:33.9 ASSESSOR INQUIRY • BUSINESS � PARCEL:, : • 7 r-'10 it 0 STATUS: OPO Cit -:/00 00 fl .. _ . ..... .. _ rr_'E_n "r_D: r'1..::.r..11 r::. y r.�rr.�^._5..1 } �;(;+fic:..._!r.�::.,...:;:.%.. 00/00/0(:: SEC TRA: 062099 KILLED: � . T.i r.:...-• l.a : 001.67 A C c... , L V C.:. RF c_. L. t... •_>: 'EATON 1"tD ti:; ZONING: C:;'- on g • rCr C " c „ 007 :r_ 080-S g i _ : 0 rbO R'\iED: CREATED: J C(R23 1 2 00/00/0(''' -_r. 062099 -(• A }.. C Q _! 1 BASE: (_.y_!!.!(_y KILLED; _' CUR DQC. Al E._S f- n 001.67 1'j'...r ::.!.i. !...Y1.._R B!...1.... !.... & EATON ).'7 ! RDS GOLDEN EMPIRE BROADCASTING -CO ROLL ASSESSEE: iii 5 3: RETAINED f �WNE=F g Y P 0 BOX 489 u _ C:-1 is r_a"� r; tea-; _ 7 C: r1 .. � r l._y r � � "f gra 1... � E e E��?`. I�! _:. i'4 �? � N SUPL ENT; . 1 . , L. !^'. 0726008000 CONVERTED 09,08/83 . .: .111--- . Golden Empire Broadcasting P.O. Box 489 Chico, CA 95927-0489 ,butte Co L A N D O F N AT U R A L W EA L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538-2140 October 12,'1995 RE: Building Code Violation A.P.#007-26-0-080 Silverbell and Eaton Road, Chico This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated January 5, 1995 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure -.to obtain the required permits, inspections and approvals from this office for installation of storage building in violation of the 1991 Uniform Building Code as adopted by Section 26-1 of the Butte County Code as.follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plot plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed; the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to -appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV:dms S' cerely, 4 Mic ael C. Vieira, C.B.O. Man ger, Building Inspection 1 2 3** 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 I9 20 21 22 23 24 25 26 I� PROOF OF SERVICE BY MAIL T am over the age: of 18 and not a party to this cause.. I am a resident of*-. and employed in the county where the mailing occurred. My business address is: Building Division Department of Development Services .7 County Center Drive ..Oroville, �CA.`95965. I served the. foregoing . SECOND NOTICE VIOLATION LETTER (A.P. #,007-26-0-080) by enclosing a true copy in a sealed .envelope and depositing said envelope in the United States mail with postage fully prepaid on 12th. of OrtnhPr 19 _25 and addressed as follows: Golden Empire Broadcasting P 0 Box 489 Chico,'CA 95926-0489 .I declare under penalty of perjury under the laws of the State . of California that the foregoing is true and correct and that this declaration was executed on 10/12/95 at OROVILLE -,.California. Donna Sperling Office Assistant III Golden Empire Broadcasting P.O. Box 489 Chico, CA 95927-489 ffutte ount L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 January 5, 1995 RE: Building Code Violation Silverbell & Eaton Road, Chico Dear Sir: A.P. #007-26-0-080 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for storage building. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County'.s goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement. or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or telephone number listed above. Sincerely, MCV:dms Micha 1 C. Vieira, C.B.O. Manager, Building Inspection cc: E..ssessor /2 F-- &0 -7& 3 SUMMARY SHEET FOR LAND DIVISIONS APPLICANT RUSSEL B. POPE ADDRESS P.O. Box 489, Chico, CA 95927-0489 OWNER Golden Empire Broadcasting Co. '471 t'o �ti 09ca���0Ylv oat 993 PROJECT DESCRIPTION TENTATIVE PARCEL MAP LOCATION 2 parcels located on the southwest intersection -of Eaton Road and Silverbell Road. North Chico area. ASSESSOR'S -PARCEL NUMBER(S) 07-26-80 ZONING C-2 GENERAL'PLAN Commercial PROJECT CONSISTENT? YES 'GENERAL PLAN CONFORMANCE REPORT 'Auk"t 20.-..1993 LAND CONSERVATION ACT CONTRACTS? NO "DATE APPLICATION RECEIVED_ September 7, 1993 AGENT/SURVEYOR/CIVIL ENGINEER Rolls', Anderson '& Rolls ADDRESS - 965 Fir St. Chico, CA 959{28 y DATE PLANNING ENVIRONMENTAL DETERMINATION AND DATE DIRECTOR'S REPORT PREPARED CATEGORICAL EXEMPTION - DATE FILED 'NEGATIVE DECLARATION - DATE ADOPTED _ MIT.NEG.DECLARATION —DATE ADOPTED ENV.IMPACT REPORT - DATE CERTIFIED STATE CLEARINGHOUSE NO. DEVELOPMENT REVIEW COMMITTEE HEARING DAT APPEALED BOARD ACTION APPEAL HEARING DATE COMMENTS FOR PLANNING DIRECTOR'S REPORT ASSIGNED TO DISK RECEIPT NUMBER LAVER L. ROPER & ASSOCIATES, INC. GEOTECHNICAL CONSULTANTS • ENGINEERING LABORATC*?IES 1805 TRIBUTE ROAD, SUITE A SACRAMENTO, CA 95815 PHONE 916/929-9267 :. December..18; 1984 : James Joseph January Box 97 Cohasset Stage Chico, California 95.926 Subject: Foundation Investigation Satellite Dish KHSL TV Chico, California Our Job Number 84244 Dear Sir: It is proposed to construct a satellite dish for KHSL- TV, Chico, California. Foundation loads will be light. Uplift forces will be moderate.- Foundations will consist of drilled piers. The site plan and foundation loading data were furnished .by James Joseph January, Architectural Engineer., Chico, California. The foundation study conducted at this site was prepared for the use of the engineer for application to the design of the foundation for the satellite dish .in accordance with generally' accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. The general :geology of'the area indicates that the soils at this.site are alluvial.. The general topography of the area is relatively flat terrain. The field investigation conducted at this site consisted of drilling 1 exploratory test holes carried to a depth of 16 feet. The test holes were drilled with the Hollow -Stemmed Power Auger Type Drill Rig and undisturbed soil samples were obtained with the Two -Inch modified California Type Soil Sampler. The undisturbed soils taken from the test holes were retained in brass liners in order that.the undisturbed nature of the soils could be preserved until the samples could be tested in the laboratory. n e James Joseph January -2- December 18, 1984 The.approximate location of the .test hole is shown on the Location Map., Plate"Number 1. The -location of: the test hole was .:determined:.by..pacing`- Hence, accuracy. can be implied `only to the degree that this' :.method warrants:_.. The graphic log of the borings together with the drive blow record showing the.number of blows required to drive the sampler each.foot is shown on the Soil .Profile Sheet, Plate Number 2., The Soil Profile Legend is n showon Plate Number 3. Visual classification of each soil stratum encountered was made in the field at the time the test .hole were drilled. The soil samples retained were checked in the..lauoratory by a geotechnical engineer to augment the field classification and a _description of each soil encountered.is.shown on the Soil Profile Sheet. _. The subsurface soils encountered in the test hole consisted of sandy clay. The. surface. soils were underlaid with various strata of sandy clay., grave lly..:clayey :sandy silt and clayey sand and gravel. The soils ' are compact.. - The boring logs show subsurface conditions at the -date and location.indicated and it is not warranted that they are representative of.subsurface conditions at other locations and times. The soil samples retained were sent to the Soil Mechanics laboratory of Laver L.. Roper & Associates, Inc., Sacramento, California, .for testing. ...Unit dry weight and .natural moisture of each soil..sample were obtained and..these data are.indicated on the" Soil. Profile Sheet. No ground water was encountered in the test holes at the time it was drilled. Uplift forces can be resisted by a friction value of 400 pounds per square foot.based on the .outside area of the drilled piers. The weight of the concrete pier can also be used to resist uplift forces. The foundation loads will be .less than the uplift forces. The foundation loads can be resisted by a friction factor of 400 pounds per square foot based on the outside area of the pier. c- James Joseph January -3- December 18, 1984 The. recommendations of - this :report .are based on the. information provided regarding the proposed construction: as. well as the subsoil conditions. encountered at -the test boring location.. If the proposed construction is modified or resited, or if it is'-" found during construction that subsurface conditions differ from those described on the boring logs, the conclusions and recommendations of this report should be,considered invalid unless the changes are reveiwed and the conclusions and recommendations modified or approved in writing. The -analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time we drilled our test holes. It was assumed that the test holes are representative of subsurface conditions through out the site. Our.professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally..accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test .findings and statements -of, professional opinion do not constitute a guarantee or warranty, expressed.or.implied. LAVER ROPER & ASSOCIATES, INC. Laver L. Roper, President Civil.Engineer No. 15555 LLR:pt =01 EATON REDUCED COPY PISTE NUWBER c• r' 0 f - W W W M H a W 10 1$ 20 DARK BROWN SANDY CLAY BROWN SANDY CLAY BROWN GRAVELY CLAYEY SANDY SILT THE LINES DESIGNATING THE INTERFACE BETWEEN TYPES OF SOILS ON THE SOIL PROFILES ARE DETERMINED BY INTERPO— LATION AND ARE THEREFORE APPROXIMA— TIONS. THE TRANSITION BETWEEN THE MATERIALS MAY BE ABRUPT OR GRADUAL. ONLY AT THE BORING LOCATIONS SHOULD PROFILES BE CONSIDERED AS REASONABLY ACCURATE. SCALE so tp SP zp ip o BlOMS PER FOOT REDUCED COPY PLATE NU1E_-. —Z G.W. T. C 12-20-75 Ground Water Table and Date of observation. DRIVING RECORD—' 1' = 50 Blows per ft. G = 1001b. Hammer 24" Drop " U = 175 lb. Hammer 24" Drop W = 175 lb. Hammer 24" Drop H= 351b. Hammer 24" Drop BORING NUMBER G Designates 1" Boring U Designates `2• Boring G1 W Designates 3' Boring H" Designates Hand Boring •' 107 (21 ) SOIL DENSITY Dry Unit Weight ( lbs. per cu. ft. ) 2 103 (17 ) 3 100 (12) .� MOISTURE . CONTENT (01. of dry weight ) 4 99 (10 ) AMPLE NUMBER CLASSIFICATION OF SYMBOLS: •, sand silt clay organic material and debris IF Plate Number 3 COUNTY OF BUTTE —DEPARTMENT OF PUBLIC WORKS 7 County Center Drive., Oroville, CA. 95965 PHONE:` 916-534-4541 FAhY11Ary 1 1gRl LorDATE rin L. Ward A.I.A. T 8, 344 West Fourth Chico, CA 95926 RE: Building permit application 1435-81 KHSL -Radio & TV A.P. # 44-47-71* With reference to the above subject: / • / • Attached is Application for permit Building Plans Engr. Calcs Labor Code Information OTHER Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information: @ the Oroville office(2 bldg permits required) 4 -=:Z Permit application signed and completed . = Fees of $ 1,449-25 payable to Butte County Treasurer. Certificate of Workmen's -Compensation Insurance or check exemption statement. � Contractors License Law information or check exemption statement. Letter authorizing signature of Complete plans in including plot plans. Plot plans in Structural details in , Complete plans in prepared by registered civil engineer or architect. Engr. calcs. sets of plans in accordance with the changes marked in red. k XXXX Sanitation approval from Butte County Health Department at: x.196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County'Center Drive, } 'Oroville, for Copy of recorded parcel declaration. Recorded copy of deed showing � OTHER Additional permits and fees will be _required for plumbing, electrical and mechanical Should you have any questions concerning the above, please contact this office. . 1 Note: Yours very truly, epenin -don 3 e gsc.= Clay Castleberry de an'apprr Director of Publi Works .4w—theney&-re= H,r JFG:dd cc: Golden Empire. Broadcasting 180 E. 14th St, Chico Glan er Chief Building Inspector C", ' PERMIT NO. - 1104-83B PERMIT EXPIRES ✓ �✓/(l /' OWNER GOLDEN EMPIRE BROADCASTING LCONTR. Modern Steel Structures, Chico ASSESSOR PARCEL 44-47-80 i. LOCATION 3460 Silverbell Rd, Chico r x� � r T Temp. Power "-'- Called P Temp. Elec. Called F Temp. Gas Si Called PG&E '0 �5—Z JOB FINALED (� ate) —" 7-3 Signature A COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1104"83 for the following: Use Classification T•V. Facilities Address or Location 3460 Silverbell Rd., Chico Group B-2 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Wor s Date 4/16/34 By POST IN A CONSP CUOUS PLACE \V VCf/ 1 t .f i I 1 t .f l I 1 f !i 1. !' =OK 0 = Not OK i' - = Not Applicable MOBILEHOMES ! * = Not Ready 0 • . - .�.- - -MrISCELLANEOUS- W Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements-Seibacks-Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size-Depth-Spacing-Conneclors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails u 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / 'Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Local ion -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance 6. Carports; Windows -Doors 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances -GF] 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval . 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged t 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lgh[g. Boxes -Enc losures- Pane [boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy - 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date i , ttr•� 0 = Not r e NotApplic?k7le RESIDEN L�9 Duplex) le and Du lex J 3k = Not Ready AA Date .; UNDE FLOOR Plans OK except N's , DNe FRAMINP-Continued roperty Line Firewall & Openings (IVZ requirements -S *J44Ei! , Soils- el Elec rnd.- / . Depth 4 xt. Doors -One 3' -Check Garage -3rd story, 2 exits Depth - ea room ise- n -Landing -Fire Pr lection Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth ttic ents-Ra r utriggers Ste alls, Main; Steel-Blockouts-Wrapped-Slabtdin -Nailing-Ve e - Steal -Wrapped-Slab s d t nd 01r. Access z ng r I ss Prkylights-Plastic rs- .- / F&9 --Fit ' s- t-2 way C/0 -Sewer est it i ' 5 hear Walls, a4pm _V1 le fT G--Ptpe-3ixe-,4�s ,,Oder Pipe; Test -Anchors -Regulator -Service Test Electric; Underground Plenums & Ducts; Clearance -Material -Support -Ins. ---gfGirders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI Date d BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card-BI;or Date Card -BI Date Date FINAL (Plans) OK except N's Card -,PKI Date Card -BI Date Date PLUMBING (PtrMill OK exc_� Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector Ga.. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Water H .;hent A ess-Combusti a atl�'rQtaction 1 TEst�FQngs& An4ht s -Nail rotection 59- Bedroom Exiting 100-8hc;W& Pan; Test, First Floor -Tub Access G F.I. & Bath Fixtures & Tub Access _ ccess - Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails Gas Pipe; S A ors 62.,,Fireplace or Stove; Clearances -Hearth 44....Elec. Outlets at Wood Panel; Int. & Ext. Card -Bi-, /Date /✓ !70>Card-BI Date "--Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance G Card -BI Date Card -BI Date e(Alec. Outlets & Receptacles at Kit. Counter Date ELEICAL Permit OK except k's 67�Garage Fire Door; Swing -Landing -Closer 88-A.C. Duct in Garage -Damper Fixture &Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Elec, Receptacles Spacing -Lights & Switches at Doors jTjeAF-ffLb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. - 2 . Size Boxes & No. of Conductors -Stapled 2 ome>s Installed Close to Edge of Studs & C.J. -__ - Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 7 nsulation-Foam-Looked in Attic ❑Yes WS_Guard Rails & Deck Construction -Post Caps n ice &Conductor Size TA,-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance oked under Floor ❑ Yes e re t u r AI-A.C. Wire Size / / ga. Cu or AI 27.Hatrc. ga. u orr =(Len Circ. / / ga. Cu or AI, Ins ed Neutral -, s 1No _ _ 7 • Following instld rive s ❑ No; Walks C es ❑ No; L&,/ lanters es o Service -R' Co ctors & Ground -Main Disconnect _ 29—Equip. C e nc s; anel -Motors-Mech. Equip. ucc F' h A.C. Unit;'Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - -_- g - ower Light — Vents Above Roof; Plbg.-Appli nce-Firepl.-Clearance to Opngs. --------------------------- 99�.1Va4eriDtell DiseefRfect, Eleckical, Pluyoing Card B- _ _Dat, _ �I Date 4✓� Card B -I Date Card -BI Date _ 8 kterior Elec. Trim; G.F.I. Receptacle -Underground ntilation throughout House 8'L. Gla_ ss Protection Date MECHANICAL (Permit) OK except N's __4eA2f0�k3.,&S6ections from Previous Insp tF/.0_ - 84 Ga t Meters Tagged; Gas- - - _C. Ducts; Insulation & Support g jgrW Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates - 34r -Vent Fan; Exhaust above Insulation _Condensate Drain _& Overilow; Size & Grade Furnace -Vent; Access -Comb. AiroMeturn Air Vent- 15V outlet Attic Access & Platf rm if Furnac ' Attic Card -BI _ Date 9. L_ BI_ Date - _ Card -BI Date Card -BI Date Card -BI ate Card -BI Date Card -BI Date Card -B Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: -le S!js -Proper Material & Anchors Wall ;_Studs -Nailing, Spacing & Bracing -Plates -Sound 3_� Bear'ng Walls_over Girders & Floor _Nailing -_ -_ _ 3_ Draft Stop in Walls (rat proof) _ 4 Fir tops; Furred Ceilings -Stairs -Chases -Tub �-- / G O(/ LE 4 Header & Beam -Size & Bearing 4�hia ers-Post Caps -Anchors -Connectors 4 . Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. ies or e -Fireplace Throat - —. c -- - -----�--- 4 Attic Access: Size &Romex Protection -Draft Stop -Ins. Baffles ws of E Mrrtg�vors-Sill Hgt. & Dimensions_ _ Garage Fire Protection Framing - (NOTE: Anentrymust be made each time youvisit jobsite) July 26, 1983 Steel Structures General`Contractors Mr. Jim Glander Butte County Department of Public Works 7 County Center Drive Oroville, CA 9596.5 Dear Jim: P.O. Box. 772 Chico, CA 95927 (916)891-4535 Z/ q_ cC. 7- P U In reference to our telephone conversation this morning, enclosed herewith please find a letter from Russ Pope, Vice President of Golden Empire Broadcasting Company, stating that -Room #241 will not be used for any vehicle storage nor any maintenance at any time. In talking to Russ, what they..meant by "mobile equipment" was equipment they use for their mobile news coverage, i.e., a camera set ready to go., etc. In no way was this intended to refer to motor vehicles. It is my understanding that this eliminates the requirement for having a one-hour door requirement at door marked 16 and two doors marked 5 as indicated in red by your plan.check. Thank you for your cooperation in this matter. S Where ly , Christophe? C. Marx President. CCM:jp Encl. cc; Lorrin Ward 0 License..No. Bl -285006 -//2 F/F 3 I i W COUNTY OF BUTTE DEPARTMENT & PUB6.0 WORKS �� �• 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 534-4541 , Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 t CORRECTION NOTICE ` OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, .please contact this office immediately. f`li/- //) l)z!IJ-1 - - ✓ AJ 1) l Illi, .n/ `(rt Inspector �C./ Date _ R y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-A541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 t CORRECTION NOTICE "i r f '' 1 Z_ OWNER - OWNER .PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and -should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. t n ti. 1 ��IS r. .,• '1`�`x. !+ Via.. ,.... �CY� �N �1✓ 1Y Cri' - 4 LAND OF NATURAL WEALTH AND BEAUTY '�- DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY. Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF Deputy Director MINUTES OF BUTTE COUNTY BUILDING CODE BOARD OF APPEALS - May 31, 1983 Members Present: Bowles, Chrysler, Cook, Hershberger and Honeycutt Members Absent: Graves and Franklin Others Present: Frieda Hart Martin, Steve Howell, Lorrin Ward and Glander The meeting was called to order by Chairman Chrysler at 4:05 P.M.. (1) Appeal of the Martins on stairway requirements: Steve Howell, an attorney representing the Martins, presented a seven page brief describing in detail his appeal concerning the three houses and requested the Board consider the safety fence proposal first. After considerable discussion, motion was made by Honeycutt, with second by Cook, to deny the appeal. Motion carried unanimously. The second proposal was to consider th,--attic area:as a useable area of less than 400 Sq. Ft. After, some discussion, motion by Cook with second by Honeycutt to deny appeal because the attic area exceeds 400 Sq. Ft. Motion carried unanimously.. The third proposal was to consider the stairway as access to attend equipment, not as a required stairway. After some discussion, motion by Cook with second by Honeycutt, to deny appeal because stairway was not for equipment access only. Motion carried unanimously. (2) Appeal concerning 1HR corridors in Golden Empire Broadcasting building: Lorrin Ward, the architect, explained his appeal concerning landscaped office design and generally described his appeal by my May 10, 1983 letter to ICBO requesting their interpretation.. A long discussion followed concerning corridor requirements, alternate designs and the ICBG interpretation that confirmed the staff position that 1HR corridors were required. Motion by Cook with sec ne cutt that room 219 must be rovide corridor walls nd t at room 204 is ac-z-eptable as es gne The reason' 204 is epta a is it'has two exits, one to the exterior.through the lobby and the second into the corridor of room -219. -- ,�/6� (3 lTs"M CC . fie no� i1t eor4or *.j 1 lrI4� &eak o%C . "'to ��ote t ee�. ��Me' tar►t 4'tir,A 0 * t D .,JUTES-OF BUTTE COUNTY BUTLDiNG'CODE BOARD OF APPEALS - May 31, 1983 (continued) .,age 2 . Motion passed unanimously with Chairman Chrysler abstaining because of a possible conflict of interest. There being no further items, the meeting was adjourned at 5:50 P.M. Respectfully Submitted, J.F. Glander, Secreta JFG:aj .. cc: Each Board of Appeals Member Martins c/o Steve Howell, 163.9 Bird. St., Oroville, CA 95965 Lorrin Ward, 341 W. 4th St., Chico, CA 95926 County Administrative Officer . .Copy to each file (Martin, Golden Empire Broadcasting) May 10, 1983 International BuildingConference of 5360 Officials g,R: South-lorkman 141 11 Road 1979. Codeterpretati In Whittier, CA 90601_ On Gentlemen: With reference to the above sub .� Proposed television station .c, attached is offic,: and studio, a copy of a floor The Yellow walls are Flan of a are full heightpartition �ra,ls Less than' S 9 ft walls, The building is 1HR throughout in height I am havingS ut and' all other .walla 21�R corridr3 di°agreement with the occupancy is B-2. is.required b the architect concerning In �• between the entryd whether or lobby and the north door not a full The architect 04 as shown 3304(a) maintains the code is ver ( ) that, Foyers, lobbies Y specific in requirements of corridors and rece Sections Prion rooms meetin 3302(8) and Other may bt3 classed as corridors. construction nomenclature for dors. "secretarial ►► ►► similar areas. pool, waiting area ,,'# might be, 'seCretarial coaconrse,�► Section • etc. similar s 304(x) clearly prov"shapes that: any rails Pace dividers, "shall not be s construed'toof The architect o. cor Partitions counters and same r ht maintains that s corridors. S as foyers, lobbies ?aces 204 and.219 S etc. hould be considered in the The architect maintains Design would be Impossible, . thawithout the above t provisioc�s I maintain that , Landscaped Office corridors since we have 1HR corridors must extend to the lobby or r_ two interveninghe exteriordof 1 2 rooms.'3'4 � 5), these the building without the ( 1979 Code Intel rpretation} y 10, 1983 age 2 Please review this floor plan as soon as Z callby your interpretation,. Of course, I would lsolilceaadwritteneres telephone. with ponsee Yours.very truly, Clay Castleberry. Director of Public Works O. iginal signed' by J. F. Glander JFG:aj J.F. Glander Attachment Chief Building Inspector R`- 'PROTEIVTOW.-NS; Combustible and l0%ncom6ustible by Several years ago we -published an article discussing methods of providing fire -resistive construction for cor- ridors. That article, which appeared in the - September -October, 1970, issue of Building Standards, has proved to be quite beneficial and has•resulted.in a greater degree of uniformity. ' �Ve have been requested to republish this article,offer additional examples for corridor construction in com- bustible and noncombustible construction, and to make corrections resulting from recent Code changes. The illustrations which follow have been revised as necessary to comply with Section 3.304 of the 1973 and 1976 Editions of the Uniform Building Code. These are merely examples and it should he kept in._min_d that man}- other arr-angements arc .possible Since the purpose of corridor protection is to afford the ooccupants a safe hath of egress, corridor rotcctiog discussed in this article assumes fire source in the rooms adiacent to the corridor rather than in the corridor. However, the degree of fire. protection for this path of c•c*ress should consider all Code requirements. For exam- s„ • in most occupancies the doors from the adjoining rooi.is to the corridors are rated for only 20 minutes of fire duration. Accordin"lv, methods to obtain equivalent corridor protection should be compatible with these requirements. \onrated construction such as is found in Types III -N, IV -_N and V -N buildin"s presents an additional problem. In this construction, the structural frame, floor and roof ' wstems need not be fire protected. When We atteml)t tci .LoN-icic; one -110111' fire -resistive �s'alls and ceiline fol the corridor, sve must rely on the surrounding un rotcct- e--structural members for stability. Again, the extent and type of corridor protection should be considered in li'lht of the building limitations. The examples cover combustible and noncombustible construction; joist and truss systems, location of fire dampers and snspended rated ceilincys are included. Where the -words "fire -resistive protection" are used in the follow incl, Lxj nLcs it means thc wall or ceiling shall b(' W4 IT(Mirer) for nnc_hour fircTresistive Lrotc•ctior,. Construction T. J. Koyoinofsu,, P.E. Chief Plan Check Engineer— ICBG COMBUSTIBLE CONSTRUCTION Case C-1. Fire -resistive corridor walls extend from the floor -to the structural floor or roof above. No conccalrci space occurs above the corridor. Fire -resistive rotectun is'applied directly to the corridor walls -and to tyle under- side of the joists. The floor construction above the corri- dor need not comply as an element of a floor/oiling assembly but blocking should be installed as indicated. Case C-2. In this case, the tunnel of fire protection is provided with a ceiling over the corridor. An attic spact• occurs above the corridor and is common with space: over the adjacent rooms. The fire protection for the corri- dor ceiling is applied to the top and bottom of the joists over the corridor and blocked as shown. Case C-3. Suspended rated ceilings are utilized as envelope protection for the structural floor or roof asseni- bly above. Fire -resistive construction on the corridor walls is provided from the floor to the ceiling. Fire dampers are placed in ducts piercing the envelope coil ings.. t, Case C-4. The rated suspended ceiling is provided only over the corridor. A nonrated ceiling is used over adjoin- ing rooms. Fire -resistive protection of the corridor walls extends from the floor to the rated suspended ceiling oii- the corridor side and from floor to floor on the room side and blocked as indicated. Fire dampen would he: required only for ducts piercing the corridor ceiling. Case C-5. This case is similar to the arrangement shown in Case C-1 except that a nonrated suspended ceiling is placed below the fire-resistiye ceiling, of the. corridor. The 197:3 and 1976 Editions of the Uniform Iluildin", Code clarify that this condition is permitted. Fire darnp- ers are reituircd where the ducts pierce the fire -steel corridor walls. The interior finish limitations of Section 420:3 will apply to ceilings dropped below those enquired to be of fire -resistive construction. Case CA This case is similar to that drown in Case C-4 except for the duct system. Where a dcic•t pierce•sr'the walls of a corriclor above its rated ceiling but does not pierce• the corridor ceilin, fire clampers art` riot nr.c•es- sarily required at the points where the corridor walls are 78 BUILDING STANDARDS — PART I .. k4fT� • A`I`�G Tf �.T / .2� B�oc, 17:6 i CPI^,L DAkSPEf: � .3• � i.l0 !%,�F r:�.t,1PEz � � t' R1;QulRED y � Q�G2U12cp fIC, �E515fiVc I . WooD hfUOS (' PKCj6L(IO�1 4 I G�IIINS 1�15j5 61.1 FIC:2�S15i1'd� 1. WooO 5TU2.1, PR�TRS11oN AG1. Gt�s Catzt?IDo� AC1. 1?o0��5 C J. zoolm S G9R;�IPOP, AVJ, RooMg/ FLOo�!J �� FLoo,2� CASE G -i GAc) C, -Z Wo FIR$ vAMFP?, FLoOX F Loon Jo,gtS 2tiw`JIE.�O _ Y•I aD HA>1GEn5 � :' I �- —` �. , I I I{ GR�WI4ES 0 r �joo0HP1�G:;tS S WI"ir5��, . lA;EC SiIS; �I�GE� L FIR z CrniFLt� li�o�;fi ACU% Fln'; CLO. (. FIDE vAM?ER, a 1�0 FIRE : Ef�r ER CEILIAG REQUI2ED A�=58Mr�l.Y F.f�Ul2zp fCE,UI�:`rD - IgE ?i515tlVE OCD S iUDS -_ t;AT£9 SDSF::,y� + N' RkT�P CMO FI C:ILIHGOAilUp P�r==,;TiVG Afl J hh YQofGGi,oN i{ AOJ. ROOM`,-' � JoWs FRo1EGTC.D Pr�TEG7ID}J �v1. �, coR QIDo)~ hE9 OR ADJ, Room C0�'TLiDOti AoJ, p 00141 L oW.A F _ FLOOR GaS� c-3 G�S� Gp1-1- FiReDAMPERS N011 PEQUI;U:D PROVIDED DXT IS CONST'NUCTED FLOOQ FLOOR OF GALVANIZED STEEL-\cs.LC0R.J015T5. tZx bLor-WIG 3 _ .-.: ..'_�'.--='__•"--- --"--- -----ter-_ _-_.-::_.:.__ PLO0P, — --- --- ` d`I NO FI kcD�M?it Flzr DHrPcR + RA c.D SUSPE'IG:C eEOUIRED REQUIRED CEILINS0RV/00D NOH -RATED SUSFFUDED JOISTS ?k0T'eCT:C W00�$YVpS� Fin usisTIYE CEILING �` " WOoo °.,T) 05 PROTECTION L� F12E RES!ST) Yc p�l,goo M5 CDQRID0►°. Aa- ?,00M5 ROTECTION � a�J,RaJ1�s � ADJ. R,00lnsJ GORRI DOR FLooR r(.o0�� GD+S� C -r' GASB C-6 :+RCH•APRIIt 1978 39 ' 4, ONE HOW, ELODR-CEILING ASScM3LY - i:0., - Co!! bus-. l a: E 5TuDS �; ADJ. Roo4ti5 C�� O _3U�;'_gDED O RnTED01 C�Illt;u O ;O D' CORRIDOR ,p r -!;c= JIIJ111PER I M4UIRED FIRE RESISTIVE PnOT=cTIO-q ADJ. R00M5 FLOOQ pierced; the proviso is that the duct construction be of galvanized steel complying with the Uniform Mechanical Cocle. Case N-1. Here suspended rated ceilings are used to provide fire protection for the structural members above. Fire protection of the corridor walls extends from the floor to the rated ceiling. Fire dampers are required wherever ducts pierce the rated ceiling. Case N-2. A rated suspended ceiling is provided over lie corridor. Nonrated suspended ceilings are installed over rooms adjoinin'the corridor.. Fire protection of the corridor walls on the corridor side extends from the floor to the suspended ceilings and on the room side to the fire -resistive floor -ceiling construction above. Fire damp- ers are required only where ducts pierce the ceiling of the corridor. Case N-3. In this example fire -resistive construction on both sides of the walls extends from the floor to the fire -resistive construction above corridor ceiling. Fire dampers are not required in ducts piercing the corridor ceiling, but are required in the wall. APPLYING TO ALL CASES In all cases, the following points should be remem- bered: 1. Occupancy separations may require more severe Fire -resistive corridor wall construction than those indicated in these examples. 2. All finish material must conform to the interior flame -spread classification requirements of Chapter 42. 3. The doors to the corridor from the adjoining rooms must comply with the requirements of Chapter 33. 4. _\ rated ceiling is one of those used in conjunction with a floor or roof assembly as designated in Table No. 43-C or as listed on a Research Recommendation for a minionmi of one-hour fire -resistive construc- tion. Over corridors, ventilating ceilings are prohib- ited under SCC6011 1002 (b) of the Uniform Mechan- ic.�l_Code. ---- -- _ 5. L)ucts and other openings piercing rated suspended ceiling -s which provide protection fur the structural a L1111ly above must be limited per Section 4303 .:o ti FIRE PESISTIVE FLOOR- CEILING ASSEIrIBLY7 or N0.k1- kA :D SU5PSHN) E FTE C.lL(N6 I' REQUI wD J " ND PIPE DAWER xwi- COiniyJ5,;TE?S7,;Yti�Di: T16LE 'D OI REQUIRED STUDS CEILING O FIRE RESISTIVE PROTECTION ^ O CoRRIDOs; O ADS, Roou,S D ADJ-ROOM S lop O FLaoA-2 GAS Ne2 FIRER-515TIVE FLOOR -CEILING ASSEM3!Y x�N RATE9 Sl1SPENCEDipi�`�'' O CEILING O' !,t 'O.FJRE DAMPiE. R°QUIRED '' TIRE BE515TIVf- C�' K 01 FIRE DAM7c R PROTECTION REQUIRED L-� O GOR21 t)OVL O ADJ, ROOMS O JaDJ , ROJMS RO N- COV160TI 6L E ST.UD5 11O O R L�0 G A. -1b �L N-3 (b) 6. Systems tested for greater percentage of.open- ings or without fire dampers may be allowed in accordanc6 with the approvals. 6. Walls forming the corridors must be stayed laterally"' to comply with Section 2309 (b), 1976 Code and 2312 (b), 1973 Code. 7. All duct work indicated on these plans should be approved fire damper/duct assemblies. 8. Ceiling fire dampers indicated in these examples may be omitted if the floor -ceiling and duct assem- bly has been satisfactorily tested without dampers. New! lCB0's First Published MEMBERSHIP ROSTER -1976 See page 61 BUILDING STANDARDS — PART I AV% o.+'S'cJCu':eu.:s+:.`..:�''M:iae.;i'.`s ;,ii:+.7a::Yu�'�'.'nq-;Z$'��37t::.Y'1%.%,CiIT.RR7YYddR�o.a� M/ T.mGWI .1&1D1;LiVk i N O N -RES IDENTIAL BUILDINGS ENERGY CONS E RVAT ION S TANDARD•S CONSTRUCTION COMPLIANCE CERTIFICATE I HEREBY CERTIFY, BASED UPON PERSONAL KNOWLEDGE,.THAT THE WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE ISI COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR —,e � (Building Permit Number) c a (UBC Occupancy Type) Location) Gt4 m o c� Signer's Nam lease print)FL/ Signature Date I r�3 8j Job Capacity i4 C4% (contractor, engin , owner, etc.) Chapter 6 of the Energy Conservation Design Manual reads in part ...."must be signed by,the building owner, or the general building contractor, the 'design architect, design engineer,. or an approved inspector'or-inspection' agency ..... The certificate.presumes a personal knowledge of the work ,�,.. and materials used; this means knowledge obtained from periodic, diligent site visits and reports from others engaged on the site,'.' k , s COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT '1 PERMIT NO.�/ — if ASSESSOR PARCEL NUMBER AP #44-4780 ZONING BUILDING PERMIT OWNER KHSL TV Golden Empire Braadcastin TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Silverbell Road & Eaton Chico Ca. CONTRACTOR'S NAME All Seasons Heating & Air Cond. TELEPHONE 895-3100 CONTRACTOR'S MAILING ADDRESS 2838 Highway 32, Chico, Ca. 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - Permit Fee $ A HITECT OR ENGI�E EE yR - f ►� `° -AO'19' LICENSE NO. Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS .. Permit fee $ BUILDING ADDRESS �' ` 2 SF- L �, PLUMBING PERMIT Filing Fee 10.00 C �� f L Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other commercial SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Installation of he ting and air conditioningMain Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 service 100 AMP ORLESS5.00 %�, `/®���� u / Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.B) OR ADDNS. ACC. BLDGS. 20 sq it CONTRA ORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full forrce and effect. 260447 y C20 License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTIR TI-OUTL T 2,50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. I POWER APPARATUS 6 NON-RESID, (SINGLE OUTLET CIR. / sD @ 2s¢ Ex. OCCUp OUTLETS OR FIXTURES BAL01 FIXED APINIS Ex. Occup.(OUTLETS P(RESID )R EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ' Heating L ..- _7 % 40.r4140Z Cooling !- eZ 04D 7— PAL 77 00 Ventilation 3 2! permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all li iI ties, judgments, copts, and expenses which may in any way accrue aga' st ai ounty i copse uence of the granting of this permit. X Date 9-23-83 Sgn re of Applicant - Owner ElContractor ® Agent ❑ A SHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 33stories in height./,t Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 169.50 OCCUP. GROUP TYPE OF CONST. PARCEL PD ND ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which Dg,OR OF PUBLIC By PERM( EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS D e ' ^ Receipt No. ® —12 ® WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT P r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 959f5 - Telephone 916/534-4541 6 _ RPLICATION AN04PERMIT n ASS ES,5,0R/P A RC NY R , �f— ZON;NG BUILDING PERMIT OVj(,NER ��///�/� EA4PI� BIS,49MVX� TELEPHONE SO. FT. OCC. BUILDING VALUA N OWNER'S MAILING ADDRESS CO MI TRACTOR'S AME .5�� 5V �OR CQ1N'Av(OADI./Vx MAILING ADDRESS P 77�� I 4W?— Fireplace p •- CONSTRUCTION LENDEFf UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 490 AR�Hty,T,�RGINE�R, i[/r.-. �7lVJ1K�1C��!! N (�//j,�(�f/ C E�S,�/o• L Plan Checking Fee $ Penalty $ _ ARj�F ECT_QR EV ER�Jyt,[�ILIIJ�i ApDRJ=_SS �i(_��J•7/_L TLiOJ Permit fee $ Bu11L7L,�L 4(///6�/ 5ELSS .7 C/ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other TV I`AC/L/i /ES SPECIFY Building sewer 5.00 Mobile Home I S I G W 10.00e TYPE OF WORK New Me' Remodel❑ Utilities❑ Installation❑ Other [I Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUPM OR ADDNS. ( ACC. BLDGS. t I 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business )Cand Professions Code and my license is in full f e and effect. ��� ^� License No. ()� Classification �-- ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &) NON-RESID• (SINGLE OUTLET CIR. 20@50t Ex. Occup(o OR FIXTURES SAL@30Q FIXED APPLISIS FIXED TS (RES. OR \ EX. Occup. OUTLETS (RESID,) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. _ y� I have placed on file with the County of Butte Building Department al a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. a ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee M.00 Heating Cooling Hood 3.00 Ventilation Permit Fee Contractor $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to bui Ing construction, and hereby authorize representatives of the Countyot Butt t enter upon the above-mentioned property for inspection purposes. 1 al o ee to save, indemnify and keep harmless the County of Butte against all Ii i ud me , costs, and expenses which may in any way accrue ag in a 0 n n equence of the granting of this per7;2 X Date Sig re of App icant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excav ions over 5' " eep and de olition or construct- ion of strucc'tur over 3 stories in heig t. . Mobile Home Installation Fee $ Y TOTAL PERMIT FEE $ OCCUP. GROUP T�/_ TYPE O CONST. Y PARCyL / v PD HD ✓ ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE O OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date��2 i Receipt`ld 2 SO-SO WHITE-D.P.W., YELLOW -ASSESSOR, P K -INSPECTOR, aOLDEHROD-APPLtC T C5. o�� _ � 8 = _ - ('�' 0S - - - _ L--2tl ._?��P/ -All 00'.5' oo � � � � ��/ 0/ — / Ql '?�' �✓�/ �l -- �t/ 1 YIO-I17Y/1N 0/7 e n�•o� moo/ 1s�i.�' QO' �� /-: / �-,- 2- = 31� 4- �/ET- / ` xl�o , od utt Count LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 H. W. McDONALD Deputy Director RE: Certificate of Workmen's Compensation Insurance J With reference to the above subject, effective today all permits are revoked and all work shall be suspended due to non-compliance COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N0. w ASSE S ARCEL NUMB R � G ZONING BUILDING PERMIT OWNS / �� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR SS CO RACTOR'S NAME / \ 7a TELEPHONE ZE6 CONT C R'S MAILING DRESS —�`� Fireplace C(5NSTFIUCTIbF4 LENDER UNKNow� Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC TECT OR ENG( R LICENSE NO. ' Plan Checking Fee $ Penalty $ A C ECT OR ENG EER'S MAILING ADDRESS Cf �liCj Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1- 5 outlets 5.00 r O O USE OF STRUC�#�� � SF ❑ Duplex[:]Mobilehome❑ Other - o G /D� SPECIFY Building sewer 5.00 Sr Mobile Home S G W 10.00e TYPE OF WORK New Addition ID Repdel.D Utilities❑ Installation❑ Other Describe work:_ — Permit Fee $ p Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V oR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (( DWELLING OCCUP.& OR ADDNS. 1 ACC. BLDGS. t 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. J V (�(r� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. MULTI -OUT LET 2,50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &\ NON•RESID. (SINGLOUTLET CIR, / E 20050c Ex. Occup(o XLETs OR FIXTURES 9AL®30Q FIXED APPLNS, OR \ Ex. OCCUp- OUTLETS (RESID•) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 47 I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County ' onsequence of the granting of this permit. %c_r'-- Date G_� _�� Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height./ Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. I PARCEL PD HD IssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. IR TOR OF PUBLIC WORKS By Date �i0—E PERMIT EXPI / - 1 Receipt No. �� � WHITE-D.P.W.• YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE 7DMENT OF PUBLIC WORKS PERMIT 7 County Center Drive - Orovill . California 95965 -Telephone 916/534-4541 e APPLICATION AND PERMIT ASSESSOR P R L" E — — ZONING BUILDING PERMIT OWy,E TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS AME— CY468 OR'S IItc= _ C/IOJJ//SIRPC�TOR,',/Sv(/M!/AC/I/�`!—U(A_ppRg S /LCr✓+(%� VV Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIT�R-_ EfNGINE�Rf n�� �J !NlTe L1� Z7 N • L' Plan Checking Fee $ Penalty $ AR H TECTO ENGI R'S MA LJNG ADDRESS Permit fee $ BUILDI G gDRESS (p PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other TO 1=4& Un E -S SPECIFY Building sewer 5.00 Mobile Home I S I G W 10-00e TYPE OF WORK New Addition [I Remodel❑ Utilitiegq�ptallation❑ Other Describe work: — l/Q Permit Fee $ Contractor ELECTRICAL ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 /0 t e) Main service EA. ADD'L too AMP1!51 2.50 47 ,56 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC. BLOGS. 1 220SgIt CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (Check one): Ful / I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ( Q^ ^` /7 �!� License No. 911,0902k Classification C � 10 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR TI.OUTLET 5O ea 3jZ, j p NO ESID BRANCH CIRC ITS. NEW CONSTR. POWER APPARATUS &' NON-RESID. (SINGLE OUTLET CIR. 20050E Ex. Occup(o OR FIXTURES SAL®So FIXED A FIXED APPLNS, OR EX. Occup. OUTLETS (RESID•) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 30w a 15.00 ,00 / —10 !d SO Jr' i0 Permit ee $ ADO Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in cAon�quence of the granting of this permit. Date Si nature of Applicant - Owner g pp ❑ Contractor ❑ AgentpAn OSHA permit is required for excavations over 5'0" deep and demolition or construct-{ ion of structures over 3 stories in height. Mobile Home Installation Fee $ Jr TOTAL PERMIT FEE $ �ff0,00 OCCuP. GROUP I TYPE OF CONST. PARCEL PD HD IssuE This a it is hereby issued under sio of the Butte Count Code and/or wor i*'caabo a for which OI# OF PUBLIC By PERMIT EXPIRES Date S_ZS�& the applicable provi- resolutions to do fees have been aid. WORKS D_ate-7 83 pp Receipt No.__000/� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT - NONRESIDENTIAL ENERGY CODE REVIEW R for new rile C for clunge existing�1 / 4-& �j1U 0 for delete on existi jLJ 1 31X//'��1✓� s{Z` IJJ J_1 row oral on S Rldq Yal;utlon 11 4149 >I>�M>E54�ljm "'U � 1 %13. 5 — yDe 7 odes e� plan or ''� l7Js 1 1 >•ySL TV.�irJ �P•loio F.yaurT I �� �" J J to rs loor re► lylignu t. blazing .Soot azfnq d'vcrA ro)ec-TTiTTe— / 2 iAze- it _j i 1 I V i . - ,- r� i 23 V0,17 r� � n 1 s GiG1.L�it�Azwo/.PE 41*44C WM . Ato1 Glazing oorble Glaziingg Ref GlaI.inq Major a 1 a{Yal p ala tt�J27it—.7Wing ta,3J2�9 t9 _ �) 30 *6 Z' f•PC� i/f� �7-7 Ria Celli sls er loor ■t floor 0 W 1 C a,e i sl. to !/Ti'"EyN1� W;ne of Enforcement Agency Contact City 0'00- 32LJ J_ J Title r _Reviewer f. 31-1 1_J• CODE CHECKLIST V > =_ Ni Uoyeral l _. __�_..»..»_..... — 34 a Nz OTTY .....»....»__.».... COMMENTS (continue on back if necessary) o N3 labeled Windows and ✓ 351 _ Slidinq Glass Doors _._........ _..: c !"._Weatherstripping______._ '39 _ N5 iffint Caulking...-_--.:-..-»...».»._.-. ✓ �i�rd/,0 VTAT70 N6 Temperature Contrlil"s ,.._ _ — — — OCG/CES S'*/d / O �37L_ N7 Automatic Interlocked / Vent Dampers, . _..__....».._.___ ✓ — _�TE„-� 2,3 S't Na Fan Performance Index.-......- — li✓ • '� Ng Pipe Insulation �39• 1 > %v Duct Construction ....... .............». Nii Duct Insulation ./ — �T�-Tf ��/-6 ao _ Nit Heating Load Calculation..,,..,._ ✓/ W3 Cooling Load Calculatior_-�-.. ✓ _ �(� sig_ il_� Nis Maintenance Manual-- Nis Equipment Certification CD ►- w% Model .._..._.» .._....... _....... __ ✓> W •• � = NV Efficiency_. .. ' .,• a3 Nie IID ».._...........» ..».... — — Af' Nig Equipment Certification..._..._.,_ _ /�O6 Ive, c o Nzo#6n Q 'ode l ....».. »...».....»....._.....»»___. ✓ — — off - .N2i Efficiency ..._»........_._.... ✓/— �//,E�i►/On7/2.E� Nz2 Economizer N23 Equipuxnt Certification—_...... .6 N24 Type N25 Efficiency__ _..»,. 6 00O BTj//'Y i�e�G ONa:- ,,, ries Storage Tank Insulation— NzT Pipe Insulation ..._..._. ✓ �^ I .el i l l Nes Temperature Controls ..._.r_._... T�tfo Q56'IWAF 1W -. - N29Circulation Pump Time Clock — iT _ _✓�✓ sal 1 1 1 kv Certified Plumbing Fittings �✓ — — —-1�✓Cui�ED /'v(�•�f/f/�'�Tlttiyt • N3i Fixture Wtt._._..._ LI/ ' I jj eoi l l l c N3? Double Switchinq _.,._ — — — !+ N33 Switching for Nataral > Liqht at Perimeter _ _ I N31Automatic Switching at .$kylights ✓ t N35 Designer's Cert tateD +n _ 06 Construction Certificate— �� r Au0 a X—uditortum/Theater IRIS a Warehouse (heated) RES w Vestaurant CCH ■ Zommunity Center " 'IND a industrial Building SBV a The -ll Building Vacant TIS w Tenant Improvement Shell Building IncTude the type of improvements �1 under conments. OTR w Other 13 MAJOR HVAC SYSTEM TYPE FAG w Forced Air Gas Only PGA a,Ttngle'i'ackage Forced Air Gas with, Air Conditioning Combination •GSA z Forced Air Gas with flit System Air Conditioning PEiP ■ Single Package Heat Pump SRP a Split System Hent Pump FAE a Forced'Air Electric Resistance DER a ather ETectric Resistance OTA a others (Describe under "Remarks") 14 MAJOR NOT MATER SYSTEM .(Domestic) GAS w Gas =•ELR a Uectric,Resistance KTP a We -at Pump} SER ■ Telar riith Electric Resistance SGS ■ Solar with Gas 0TR-- Ither,j0escribe under "Remarks") INPUT VARIABLES �la_ •_, -.. '. 03 '.lortidUltm Code: �� ��"� ^� �� appendtit to WOO for Wired rastef. `�� � ;"•�'� 1' Yi9wh � : 04 trglect Location Code: - f . r Y'f.w , I'y�i. ..� %-, �, x .•...... . r •.� See appendix tq}Ianual for numbered roster. " �' ` . 12 evhdi-- g Type SOF Anall-Office (, SO.00D square feet) if Tn Ma" -Muse; describe it SFD w-; ingle°fsimily Dbts'efiad SFA w Tingle Iramily Atached under tomments. 'N-Pex. eTuster,etc. ) ----LOF T Large,Office.( 50.000 s -feet Gi{S' W �erieraT-Hos ital rquarr i ' � -� �' ��: Se,A��aarttaent/Cori�dpminium . (less than 4'stories) CNN a clinic NRM w Nursing Home MAC w Highrise Apartment/Condominium LMH a roarise Motel/Hotelj less y ESC w Elementary School } SSC a Tecondary SccWool th74 stories) GYM a �& nnasium ,. HMO a Highrise Hotel SCN a 3hopptng Center 1 STO a Ttore Au0 a X—uditortum/Theater IRIS a Warehouse (heated) RES w Vestaurant CCH ■ Zommunity Center " 'IND a industrial Building SBV a The -ll Building Vacant TIS w Tenant Improvement Shell Building IncTude the type of improvements �1 under conments. OTR w Other 13 MAJOR HVAC SYSTEM TYPE FAG w Forced Air Gas Only PGA a,Ttngle'i'ackage Forced Air Gas with, Air Conditioning Combination •GSA z Forced Air Gas with flit System Air Conditioning PEiP ■ Single Package Heat Pump SRP a Split System Hent Pump FAE a Forced'Air Electric Resistance DER a ather ETectric Resistance OTA a others (Describe under "Remarks") 14 MAJOR NOT MATER SYSTEM .(Domestic) GAS w Gas =•ELR a Uectric,Resistance KTP a We -at Pump} SER ■ Telar riith Electric Resistance SGS ■ Solar with Gas 0TR-- Ither,j0escribe under "Remarks") �;�i���E�vT ate✓ ��� y `�fi'C',e,9 e-ovll dJ �,s<i�'o� Lig• �i��cTiovS . io o �X X77 a I e, el 1-1 CA: fD�o,✓,� • • j*/Z 000 /6/ o 0 o o9l o00 /6 600 �;�i���E�vT ate✓ ��� y `�fi'C',e,9 e-ovll dJ �,s<i�'o� Lig• �i��cTiovS . io o �X X77 a I e, el 1-1 CA: fD�o,✓,� • • j*/Z 11 for new file NONRESIDENTIAL ENERGY CODE REVIEW C for change an existing y! l 9� .'iMid 1�0 for delete an existing 2 /l�i ( I �ITJ 4It on . ,� � ' L j Location -j' Rld9 Yaluetirn, 12 f � 17 AX �! NI�� ot Y i5 1 s l T.� r Area ii6��d7 yve IID�_jJ 1811 19 Iy1(d J h ''ii rs T++loor Arep555555kkkkkkylight; 17o�rth6lartnq Soucn azing/6'verh 21 � 1 ! i n ,' t3 ��! i l . l 1C/1_ 1 za l/ 2S .1 total Glazing Double Glazing sm- Glazinq major �`1. text Yat Yb 1WC., 27.Oti 1 2 1 z91 . 1 30. 0i✓��i I rta %oiYinq na.or oor eext floor P 0 W 1 C 32[__1 341 1 J 351 361 I 37-- f 381 39: al 42: 43, 44L _ 46 .__ _ a71 _ _ 4e _ .— 49• ala I Plan or Permit i kv s •-Project a V . .8 �� tN - r �f.• ��• 44•..'• uld uwrter �j 81do Address 10 1/!_425• �O . /Lame of Enforcement A4ency Contact city b J" T ,� d .1i rs . 11 ��� /�Vi��'i5"i•�JsO N 1� Title c c.- Reviewer �o CD v > a r, 0 0 Ne Fan Performance Index .... ............ N9 Pipe Insulation .......................... L/ N10 Duct Construction.... -.-.....-.-.-....— N11 Duct Insulation N12 Heating Load Calculation .......... — — — 1' 1 1 • COMMENTS (continue on back if necessary) 3- -5.1 �0 g .g67o /,/Z N13 Cao ng Load Ca cu a L N14 Maintenance Manual ........ ..._.......... - LI Nis Equipment Certification. ............. N16Model ......_..._ ......................_............ N17 Efficiency ..... .. ....... ..... _..... ............. NleIID ... ................................................. N19 Equipment Certification ......... ..._ Neo;ode 1 ..._ ............................................ N21 Efficiency .............. ............ _..... _... _✓ � / � � "/ ����/�� N22 Econ0.mi z e r .... ............................... N23 Equipmcnt Certi`ication ............ N24Type ......_ ........................................... N25 E f f 1 c' nnc.i..._...._............................. a� CODE CHECKLISTiz N27 Pipe Insulation ................ _ Nee Temperature Controls .................. _ _ Q N2 OTTV..... ..._............................. ....... _..... J� N3 '^ Labeled windows and Slidinq Glass Doors ..._............... ' N31 Fixture'Wattages ............................ _ mm Double Switching .........................._— Ueatherstri pp in N5 Joint Cau 1 k i ng ••-•••-••-- •••- --•••-•• _ N6 Temperature Controls ............... _�_ _ _ N7 Automatic Interlocked VentDampers Skyl ien-s....... ............................. ........ _..................... l/ i— — �o CD v > a r, 0 0 Ne Fan Performance Index .... ............ N9 Pipe Insulation .......................... L/ N10 Duct Construction.... -.-.....-.-.-....— N11 Duct Insulation N12 Heating Load Calculation .......... — — — 1' 1 1 • COMMENTS (continue on back if necessary) 3- -5.1 �0 g .g67o /,/Z N13 Cao ng Load Ca cu a L N14 Maintenance Manual ........ ..._.......... - LI Nis Equipment Certification. ............. N16Model ......_..._ ......................_............ N17 Efficiency ..... .. ....... ..... _..... ............. NleIID ... ................................................. N19 Equipment Certification ......... ..._ Neo;ode 1 ..._ ............................................ N21 Efficiency .............. ............ _..... _... _✓ � / � � "/ ����/�� N22 Econ0.mi z e r .... ............................... N23 Equipmcnt Certi`ication ............ N24Type ......_ ........................................... N25 E f f 1 c' nnc.i..._...._............................. a� N26 Storage Tank Insulation ............ N27 Pipe Insulation ................ _ Nee Temperature Controls .................. _ _ N29Circulation Pump Time Clock •••• Y t<WCcrti`ied Plu:::hir.rj Fitting; _ — — N31 Fixture'Wattages ............................ _ mm Double Switching .........................._— N33 Switching for Natural / Liqht at Perimeter .... _......... _... N34Automatic Switching at - Skyl ien-s....... ............................. N35 Designer's Certificate (plan)... — — — — N36 Construction Certificate............ �G C /•�C� vY�= OW . �46 INPUT VARIABLES 03 Jurisdiction Code: T See•appendix in'Manual for numbered roster. 04 'Project Location Code: See appendix in Manual for numbered roster. •-'12 Building Type NonreS Res SOF —Small Office ( 50,000 square felt).__, SFD = Singl-e Family Detached If Tn warehouse, describe it SFA = Single Family Attached under comments. (Duplex, cTuster,etc.) LOF = Large Office ( 50,000 square feet) LAC = Lowrise �partment/Condominium GHS = Seneral Hosoital (less than 4 stories) -CLN = 'Clinic HAC = Highrise Yartment/Condominium NHM = Wursing Home LMH = towrise Motel/HotelT less ESC = elementary School than 4 stories) SSC = Secondary S—c ool HHO Highrise Hotel GYM = G rmnasium SCN = Shopping Center STO = Store AUD = Auditorium/Theater WHS = Warehouse (heated) RES Testaurant CCN = Toasnunity Center IND = Tndustrial Building SBV Shell Building Vacant TIS enant Improvement Shell Building Include the type of improvements under comments. OTR = Other 13 MAJOR HVAC SYSTEM TYPE FAG - Forced Air Gas Only PGA - Single Package Forced Air Gas with Air Conditioning Combination GSA = Forced Air Gas with Solit System Air Conditioning PHP Single Package Heat Pump SRP = SQlit System Heat rump FAE = Forced Air Electric Resistance OER = other ETectric Resistance 0TH = Others CDescribe under "Remarks"Z 14 MAJOR HOT WATER SYSTEM (Domestic) GAS =, Gas ELR Electric Resistance HTP = Heat Pump SER = Solar with Electric Resistance SGS Solar with Gas 0TH = 5ther (Describe under "Remarks") NO N- RES I D E N T I A L B U I L D ING S ENERGY CONS ERVAT I.ON STANDARDS DESIGN COMPLIANCE STATEMENT THE ENERGY CONSERVATION STANDARDS FOR NON-RESIDENTIAL- BUILDINGS ON-RESIDENTIALBUILDINGS HAVE BEEN REVIEWED BY ME -PURSUANT TO SECTION T20 -1457(a), AND I HEREBY CERTIFY THAT THESE PLANS AND OTHER REQUIRED DOCUMENTATION CONFORM SUSTANTIALLY WITH THE REGULATIONS' FOR THIIS UBC OCCUPANCY TYPE — 2 L o !� /N L. Y Vf►/� � Building Envelope ..� //� t4�� '(please print and sign name) HVAC Systems and Equipment (please print and Service Water Heating (please print and sign name) Electric Distribution. and Lighting (please int and sign name) Other - Specify (Energy Budget, Non-Depletable) (please print and sign name) License No. NOTE: THIS STATEMENT MUST APPEAR ON THE.PLANS AND MUST BE SIGNED BY THE ARCHITECT OR ENGINEER ASSUMING'RESPONSIBIL TTY. w f 2•�9�1?il r �-512 4. LRA rM---d* tt��.. _ lo 1 I �r ' � •*��%ji �Pip V!'tr'7 '�G �{,h S ' fkrt ° ! l� �'�."�$*� ?���•. i ��t �,r it ,� . � ! y�Ti �7�'� '.�� } i 1 yco'Lr- I ur2-C; ii • i; • i A L L P L-A )•t"'f' g W 43 tv t�5 �4 C2 f>�' 1P4 /.\=a;, 1 r i O ►J *ro -n4 Oh C ;Z I ►J LORRIN L WARD, A.I.A, ARCHITECT -ENGINEER &L R&Plb4TU. F;rSGlUTl 341 W. 4th M. CNICO, CALIFORNIA 95929 2•�9�1?il Road Silver Belle Rd. and Extolr Road Parcel K H.S. L. Bldg. -oermi-t A. P. No. 44-47-71 scrow No. After Recording PugLIC WOIRK5 Return To: Fft County of Butte C L. A R K A. N -j 101-j! o-- fDept. of Public Works CLERK -RE GOFixl�jn 7 County Center Drive Oroville, Ca 95965 SPACE ABOVE THIS LINE FOR RECORDER -S USE &ttnt 33n� For value received GOLDEN F24PIRE BROADCASTING CO,, a California corporation S - A ................. fia T, Of -Vwtj� all that real property situate in the County of .............. Bull.e ......... State of California, describedasfollows: A portion of Parcel I as the same is shoi..,n -upon that certain map entitled "Parcel Map for John.D. Drake" filed in the office of the County Recorder of the County of Butte, State of California in Book 73 of Parcel Haps at page 39,' more particularly described, - as follows: Commencing at.the Southwest corner of said Parcel THENCE North 061D 56? 3011 I -lest along the !,!esterly line of Parcel'..1 also being the Easterly right-of-way line of Silverbell Road a. distance of 263.91 feet to the True Point of Beginning: THENCE along a tangent curve to the right having a.'radius of 20.00 feet through a central angle of 941 281 511.1 an arch -length of 32.98 feet; THENCE South 400- 17' 55".1 -lest a distance of 29.37 feet to. the 'True Point of Beginning; Containing 130 square feet more or less, '+f N R/W I Apx GRANTOR(S) SIGNATURE Dated this ../... day of ....... ,....... 19 U•-1 GQ� T�Ta1..F,1`�I'�3�...B.QCi�i,S`��IYG... Ci.".a......... a C ifornia corporation . Signed and delivered in the presence of ................................: ^d _ ,.. ��. i.! +.tf a! :. h wy... i .4: ; .. ................ SUBSCRIBING WITNESS STATE OF CALIFORNIA SS. ..........................County of. ........................... On ......................................... . 19 ......... before me; the undersigned, a Notary Public in and for the State of California, residing therein, duly commissioned and sworn, personally appeared ...................................... . known to me to be the person whose name is subscribed to the within instrument as a witness thereto, who, being by me duty sworn, deposed and said: that he resides in the County of ............................ . State of California; that he was present and saw...................................... .......................................................................;.... GRANTOR(S) STATE; OF CALIFORNIA SS. ........................County of ........................... On......................................... . 1.9 ......... before me, the undersigned, a Notary Public in and for the State of California, residing therein, duly commissioned and sworn, personally appeared ........... ........................................................................... I............................................................................ personally known to him to be the person... described in and whose name ... .................. subscribed to the with- • known to me to be the person... whose name.................. in instrument, execute the same; and that affiant sub- subscribed to the within instrument and acknowledged scribed his name thereto as a witness to said execution, that ............................... executed the same. WITNESS my hand and official seal. WITNESS my hand and official seal. Signature............................................................... Signature............................................................... ........................................................................................................................................................ Name (Typed or Printed) Name (Typed or Printed) This is to cert=ify that the interest in real property conveyed by the within deed or grant dated ..............pri.. 9, 1981 .......... from .... Broad ca ....... tiny. Co ..�.. .................. r� ....... California cornora-tion .................................................................................................................................... ............................................................................................................................... to the County c. of Butte, a political subdivision, is hereby accepted by order of the Board of Supervisors on .April 21i .l j81 �' U1 ............................... and the grantee consents to recordation roof by its authorized officer. 00 By: .. ....... ............... (�usao�saam{anacariic U 4,,6 1ifn=k Director of Public 1 orks, Butte County &ND -0F .[3CC:U,, 3T . .. ... � .. a ..- -✓ .... . _...w tea.. ,....r..-. �.. -.�..........,- zo. rr.«_. �+t.: a..—_.��.-me-_..... y..� �..t ..r....aw..- ............ .e..�.�r.r. ._. ..s .. i. .... A It STATE OF CAL IFORNIA TCOUNTY OF-----.-- On---- � (� before me, undersigned, a Notary Public in and for 0 - --' f 9 y c, saiG State, persona:hr r t• kaovrn to me to be the___.__. f/�^'��—_Pr:sident, and____—___ y known to me to be the---._ --.—Secretary of the corporation that executed the within instrument, C and known to me to be the persons who executed the within instrument en behalf of the corporation therein named, and ac- o knowled,Iecl to me that such corporation executed the within y< OFFICIAL SEA L or instrument pursuant to its by-laws or a resolution of its board of P.RY r-UEt_!C CILIFORNIh `S • o directors. �• •' ��'i;'�.;� . NOT� V '� "; �''•1 PRI;JCIPAL OFFICE IN ,I - •" SJTTE COUNTY p�ttt \1rITNESS Pd and official seal. tAy Commissle.n E>spires Se tem3er 23; 1981 e¢ E Signature�._.� -� — 1 I Narne (Typed or Printed) (This area for official notarial seal) ozo- / ��. RMIT N0. 124-85B PERMIT EXPIRES OWNER GOLDEN EMPIRE BROADCASTING COMPANY CONTR., Modern Steel Structures ASSESSOR PARCEL 44-47-80 LOCATION 1260 & 1290 Silverbell, Chico j t . c t Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E a Temp. Gas Sern—a Cal led PC JOB FINALEI Signature J,_, OK 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC.. (Plans) OK except N's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2• Footings; Size-Depth-Spacing=Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists=Decking-Bracing-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures, .e 6. Gas; Locatiorr-Test-Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'-Circulaiing Equip. -Pool Lghtg. Boxes -Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date ro• `/ 0 = Not OK = Not Applicable �E = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits g., Garag ; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection rT-g., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Ov a g -Attic Ve s -Rafter Outriggers in; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Ven r t alts, e;-G�aMects-Wr�peC-S 53. Stuc esh-Drip S e -Fd s-Underflr. Access -� 54 lass on -Skylights -Plastic ar IIs; Nailing -Bolts Fall -Fittings -Test -2 way C/O -Sewer Test ipe; Size -Anchors ater Pipe; Test-Anchors-Regulator-Seryice Test lectric; Underground ucts; Clearance -Material -Support -Ins. �erm�-Si r ls-Anchor Bolts -Joists -Vents -Cripples Card -BI ate KCard-BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date a Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) 0 except p's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Vent- A cess -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test Anchors -Nail Protection 16. D.W.V.; Test-Ftt gs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Show r, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date' ELECTR Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper • ixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection eq ecep les Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location lose to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes pp lance Circuits in Kitchen & Conductor Size 73. Guard Rails & Deck Construction -Post a u eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -D od-Earth Clearance Looked under Floor ❑ Yes ga. Cu or AI -Oven Circ. / / ga. Cu or Al, u e eu ra Yes ❑No :Se;:' 75. Following instld.: Drive E] No; Walks El Yes El No; Planters ❑Yes No Conductors & Ground -Main Disconnect 76. Stucco; Brown-Fini Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconne Irncr. Cond. Size -115V Outlet oset Light -Shower Light 781 Ivents Abo e R f; Plbg.-A I c rept.-Clearance to Opngs. 79. 80 g Wqer We connect, EI ctrl aI, Plumbing r' ec. Trim; G.F.I. Receptacle -Underground dation throughout House Card B I Date Card BI Date Card B -I and -BI Date 2. Glass Protection Date MECHANICAL (Perm t) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhau t above Insulation 86• Energy Compliance Certificate -Other Certificates 33. Condensate DrainI& Overflow; Size & Grade 34. Furnace -Vent; A cess -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI ate and -BI Date Card -BI and -BI Date Card -BI Date7 Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except q's Comments at Final: 36. Sills; Proper Material & Anchors _ 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. 40. Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. 45. Cing. Joist-Rftr. Ties-Purlin_- Roof _Brac.-Truss-Shthng.-Rfng_. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 2 4/ - 5 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office, immediately. " 4 Inspector—A91-1Date_L 1 �� -- COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 _ APPLICATION AND PERMIT ASSESSOR 7PCEL NU BER ..}� �r��(( T V ZONING BUILDING PERMIT OWN0 � --� r TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRI(SS CON A� 'O 'S ESE j TELEPHONE --J 9 SS `_ CO ATOR 5 (LING ADDR 7 %Fireplace Cc ENDEK UNK OWWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRES PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 ( Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL NrAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRU�CT^U SF[:]Duplex❑ Mobilehome❑ Othr�.lc`'� r2E(^_ hL.\ a SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New Addition ❑ Remode I Itilities.❑ Installation❑ Other Describe work: I ec r 44--��"S _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR AODNS. ACC. BLDGS. 2h0sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): VN I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �14(�L52 Classification -fid ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NON.RESID R. BMULT RANCH TLETITS 2.50 ea NEw CONSTR. POWER APPARATUS &) NON.R ESID. ( SINGLE OUTLET CIR. O lop Ex. Occu p�o OR FIXTURES B20@50C BAL030 AL930 FIXED A Ex. Occup. OUTLETS P(RESID )REA. p 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all li bilities, judgments, costs, and expenses which may in any way accrue agaidit said County in cons que of the granting of this permit. �( Q �g� Date Signature of Applicant — Owner ❑ Contractor ❑ Agent 0 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- on of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees T OF PUBLIC By. �4 PERMIT EXPIRES D e 'P.^J/^ the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. `f WHITE-D.P.W.. YELLOW-ASSe SSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Y' COUNTY OF BUTTE - DEPARTMONiT'OF PUBLIC WORKS PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541�� APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER qq— ZONIN C BUILDING PERMIT OWIF Lon V I H TELEPHONE SQ. FT. OCC. BUILDING VA ATION OWNE 'S AILING ADDRES S a CONT CTR'S NAME AL EPHONE COTRACTOR'S MAILING ADDRESS 1 o Fireplace CONSTRUCTION L NDE - LINK NO N _ Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS - Pgrmit Fee $ ARCHITECT OR ENGINEER LICENSE NO. C11)1_ Plan Checking Fee $ex t Penalty $ ARCHITECT OR ENGINEER'S AILING AD RESS' � Permit fee $ Q BUILDING ADDRES$ 1' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCE^ SF ❑ Duplex ❑ Mobi lehome ❑ Othe�s��_.21�\�sL11�- N K SPECIFY Building sewer 5.00 Mobile Home S G W 10-00ea TYPE OF WORK New`eAddition❑ Remodel❑ Utilities [:J Installation❑ Other F-1 Describe work: L Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 0Dv OR LESS 1 100 AMP OR LESS 10.00 i . Main service EA. ADD'L 100 AMP 2.50 NEW CONST. .& DWELLING OCCUP OR ADONS. ( ACC. BLDGS. 1 2/20sgft - CONTRACTORS LICENSE LAW I declar nder penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full orce and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NNEW ON -RESIT PL BRANCH CIRCUIT S 2.50 ea NEW CONSTR. (POWER APPARATUS &) NON.RESID. (POWER OUTLET CIR. z0ee0teAL030 Ex. Occup(o Ts OR FIXTURES FIXXED APPLNS, OR ED Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIIng Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department � a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. alsoxla to save, harmless I&ibende ni ankeep s which maynin f B way aai ue id ou t in o s en of the granting of this permit. Date f Applicant — Owner❑ racror ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ JQ OCCUP, GROUP �� TYPE OF C,�ONIST. /�This to PARC PD HD S✓E permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC By P IT EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS Date/� 8r5 -Z / - Receipt No. sO a WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR" GOLDENROD -APPLICANT ' James Joseph January Box 97 Cohasset Stage Chico, California 95926 Subject: Foundation Investigation Satellite _Dish KHSL TV Chico, California Our Job Number 84244 Dear Sir: 12_,q-qy- LAVER L. ROPER & ASSOCIATES, INC. GEOTECHNICAL CONSULTANTS ENGINEERING LABORATC)PIES December 18, 1984 1805 TRIBUTE ROAD; SUITE A SACRAMENTO, CA 91.x$15 PHONE 916/9294267 It is proposed to construct a satellite dish for KHSL- TV, Chico, California. Foundation loads will be light. Uplift forces will be moderate.. Foundations will consist of drilled. piers. The site plan and foundation loading data were furnished by James Joseph January, Architectural Engineer, Chico, California., The foundation study conducted..at this site was prepared for the use of the engineer for application to the design of the foundation for the satellite dish .in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. The general geology of at this site are alluvial.. The is relatively flat terrain. the area indicates that the soils general topography of the area The field investigation conducted at this site consisted of drilling 1 exploratory.test holes carried to a depth of 16 feet. The test holes -were drilled with the Hollow -Stemmed Power . Auger Type Drill Rig and undisturbed soil samples were obtained with the Two -Inch modified California Type Soil Sampler. The undisturbed soils taken from the test holes were retained in brass liners in order that the undisturbed nature of the soils could be preserved until the samples could be tested in the laboratory. James Joseph January -2 December 18, 1984 The approximate location of the test hole, is shown on the Location Map, Plate Number 1. The location of the test hole was.determined.by.pacing. Hence, accuracy can be implied only to the degree that this. method warrants. -.The graphic log of the borings together with the drive blow record showing the number of blows required to drive the sampler each foot is shown on the Soil. Profile Sheet, Plate Number 2.. The Soil Profile Legend is shown on Plate Number 3. Visual classification of each soil stratum encountered was made in the field at the.time the test.hole were drilled. The soil samples retained were. checked in the lauoratory by a geotechnical.,engineer to augment the field classification and a .description of each soil encouritered.is.shown on the Soil Profile Sheet. .The subsurface soils encountered in the test hole consisted of sandy clay. The. surface soils.were underlaid with various strata of sandy clay., gravelly.. clayey :sandy silt and clayey sand and gravel. The soils are compac.t.. The boring logs show subsurface conditions at the date and location.indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. The soil samples retained were sent -to the Soil Mechanics laboratory of Laver L.. Roper & Associates, Inc., Sacramento, California, .for testing. . Unit dry weight and .natural moisture of each soil. sample were obtained and..these data are.indicated on the Soil Profile Sheet. - No ground water was encountered in the test holes at the time it was drilled. Uplift forces can be resisted by a friction value 400 pounds per square foot based on the outside area of the piers. The weight of the concrete pier can also be used to uplift forces. The foundation loads will be less than the forces. The foundation loads can be resisted by a friction of 400 pounds per square foot based on the outside area of pier. of drilled resist uplift factor the James Joseph January -3- December 18, 1984 The recommendations of this report are based on the information provided regarding the proposed construction as well as the subsoil conditions encountered at the test boring location. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditions differ from those described on the boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reveiwed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time we drilled our test holes. It was assumed that the test holes are representative of subsurface conditions through out the site. Our professional services were performed, our findings obtained, and our recommendations proposed.in accordance with generally.accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test.findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or .implied. LAVER ROPER & ASSOCIATES, INC. Laver L. Roper, President Civil Engineer No. 15555 LLR:pt EATON . Rx cav:�rscw .mss s.�xv.�J A setback ofXft. from the prope�r c)ihies and a setback of gff from the road REDUCED COPY centerline shall be clear of N structures or equipment except for a 2 ft. have overhang, ca.-/ C/C,c,. O74a// PLATE mu= A A. U1 0 w t DARK BROWN SANDY CLAY W W .�. 5 2 w 102(24)BROMM SANDY CLAY 10 118(19) 3 111 19 BROWN GRAVELY CLAYEY SANDY SILT BROWN CLAYEY SAND AND GRAVE L 15 117(24) 20 REDUCED COPY THE LINES DESIGNATING THE INTERFACE BETWEEN TYPES OF SOILS ON THE SOIL SCALE PROFILES ARE DETERMINED BY INTERPO— 50 tp �P zp 1p o LATION AND ARE THEREFORE APPROXIMA— TIONS. THE TRANSITION BETWEEN THE BLOWS PER FOOT KHSL T. V. CHICO MATERIALS MAY BE ABRUPT OR GRADUAL. SHOULD PROFILESTHE BE CONSIDEREDONLY AT ORINGAASONS REASONABLY CHICK. CALIFORNIA ACCURATE. SOA PROFILE LAVER L. ROPER & /SSOCIATES GEOTECHNICAL CONSULTANTS — ENCINEERINC LABORA_7%ES ' 1805 TRIBUTE ROAD. SUITE A — SACRAkENTO. CA 3=.275 DATE 19—DEC-84 F.E.C. NO. 84244-2 . N0. 151-55 PLATE NUbILE7. 2 SOI L. PROF 1 LE GWT. 12-20-75 Ground Water Table and Date of observation. DRIVING RECORD, 1" = 50 Blows per ft. G = 1001b. Hammer 24" Drop U = 175 lb. Hammer 24" Drop W = 175 lb. Hammer 24" Drop H= 351b. Hammer 24" Drop LEGEND BORING NUMBER G Designates 1 " Boring U Designates 2' Boring G1 W Designates 3" Boring H 'Designates Hand Boring � •• 107 (21 ) SOIL DENSITY Dry Unit Weight 2 (lbs. per cu. ft. ) 103 (17) 31100 (12 ) MOI-STURE CONTENT (•/. of dry -weight) 99 (10 ) CLASSIFICATION OF SYMBOLS: •. sand silt cla y organic material and debris AMPLE NUMBER Plate Nuirber 3 6 �� 7� LL/T� �iVTENNff James Joseph January ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 .D¢�T�l �oU�c�.DigTio,C/ �ti✓�sT/�,47�0�/ �>- �,gc�E,p �, �Po 444 P,S, F f}GC-�GIJj¢�GE I-i?/GT/arc./ Y,'.M-d/•E /-jprf .sem SES/Civ ,./ .P/,11-Piel A PiE/? B am GAGE 2 OF James Joseph A%aTE : / - 7 January ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 .Z- cease G Case 4.°� ✓ �o �Fi�ti! X/�NTiF��-AT[.AR/TRTfIl3�E5� 6'74 �ax ==27�450# •Y+.,r �p = ,3/�# do ✓r �z,/�3� 4 6, 428", 7B3'm 1A,)( 53 p lv/ESP. 14 % = z7 �/ + ,?9,0 36 = �7 037 ho— ::z ::z 17a�i/%) l- �v�z9/a BYs J,J,J, C�,957'-iv- s��Ac.,� GorvG, .�iE,ps G'OrUC�'E T� Sf��1'Ei4D �T�o . James Joseph January ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 IM 19161342-1386 �t/OT� : NO /�c/C.PE�gS� Al A-0 e- 6L- 4RiVG /s U.SEj> Fo,P wivD > .37,937' A 4 . o'rrc�to•/�¢rcu�, 6, DE C' 4S7 CE�c/C�"BTE f�i�,�s GviT��- / ' i7Sic K x /6 ESQ. GorclG . S/�E,�a �T6 , C4P, J Je Jai ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHA.SSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 IW14X. .5;M5S 3 av/L L 6,15 /tiJ ,G C � " ' M4X . _ — I L �D�1, S = 55 ,0570 in -!6 /�/f 9 . r.5 30k TS /O u 8 x 311O,ell, G�h`EGK COL . �iPG3�1 w/�tl� LOAD 7,,a2:Po ToT-&- (4, -oLS> = / 3 fo, : a v S� • in 3 70 Z¢lOc� o e-(- 7-0 To y/61f, "=:/x P4slar Sre�-- _ �8• �9 i�,3 7-5 /Ox /v -c S/6 S= 35.8 �itJ/�USsF i S Lx/, Tc'� S ' h1T. FixE,a SASE _ � J- J IrA • February 6, 1985 Steel Structures General Contractors I P.O. Box 772 Chico. CA 95927 (916) 891-4535 Mr. Rick Rodriquez Butte County Planning Dept. 7 County Center Drive Oroville, CA 95965 Dear Rick: This is confirming our telephone conversation today regarding the number of parking spaces at the KHSL/Golden Empire facility located at the corner of Silverbell. and Eaton. There are, in fact, 73 parking spaces of which five are designated "handicapped." We will be consuming, at the most, two parking places, none of which will be handicapped, and which will leave us somewhere in the vicinity of at least 20 spaces over the amount required. Hopefully, this letter will expedite our -permit for. the satellite antenna foundation. S}n4EArely U� estop er C. Marx siders CCM:jps Q) License No. Bl -285006 P�� . �, 4 '410 • , Steel Structures P.O. Box 772 General Contractors Chico, CA 95927 (916).891-4535 February 6, 1985 6L&8 Co. Planing CMM FEB 111985 ' Orovilta� Ce4toroia Mr. Rick Rodriquez Butte County. Planning Dept. 7 County Center Drive Oroville, CA 95965 Dear Rick: This is confirming our telephone conversation today regarding the number of parking spaces'at the KHSL/Golden Empire facility located at the corner of Silverbell and'Eaton. There are, in fact, 73 parking spaces of which five are designated "handicapped." We will be consuming, at the most, two parking places, none of which will be handicapped, and which will leave us ,somewhere in the vicinity of at least 20 spaces over the amount required. 1. Hopefully, this letter will -expedite our permit for the satellite antenna foundation. Siffely, Chph C. Marx President CCM:jps , License No. B1-285006 l ail [/����Ifs+ � � `� ��L� �'i' V +' ✓ G • v��/ � ©� 0� (5Z-* 9L' f 0� 5 d • aOSZ7� 3AYZ S/ -HL �:-V 17109 iaN 7%11*707 -OC/'70 /71 62 /q-Yae Alrv(2 -2d 2/O--/YozL�2�d� COUNTY OF BUTTE Department of Public Works 7 County Center Drive Oroville, California PLUMBING PERMIT FEES (effective 11/8/79) Fees for permits and inspections: Forissuing each permit ------------------------------------------------------$ 3.00 In addition - For each plumbing fixture or trap or set of fixtures on one trap (including water, drainage piping, and back flow protection therefor) ---$ 2.00 For each building sewer and each trailer park sewer ---------------------$ 5.00 Rainwatersystems - per drain -------------------------------------------$ 2.00 Foreach water heater and/or vent ------------------------=--------------$ 2.00 For each gas piping system of one vye (5) outlets ---------------$ 2.00 For each gas piping system of six (6) or more, per outlet ---------------$ 50 - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NA. # 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 .J APPLICATION AND PERMIT ASSESS.O PA CEL N MBER --- '7 ZONING C, L - BUILDING PERMIT NE 11 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'SMAILINO ADD R SS ( it /� CV C RA TOR'S NAME TELE ONE S �c v r Z, CONTRACTOR'S `LING ADDR SS Fireplace CONSTRUCTION LENDER UNKNOWN 4 nnn 9Filing Total Valuation $ Fee $ 1.0.00 LENDER'S MAILING ADDRESS Permit Fee $ 1 OQ A CHITECT OR ENGIN ERLICENSE Y -t v1 i NO. I(, --a I ?, Plan Checking Fee $ Penalty $ ARfITECT OR ENGINEER'S M L NG D E5= o Permit fee $ BUILDING1 gDD6RE $ S PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 I Water piping LOT N . SUBDIVISION NAME PARCEL MIP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRU—CST—URE SF ❑ Duplex ❑ Mobilehome❑ Other i, I aal O ' 1 U► SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK NewLJ Addition ❑ Remodel ❑ Utilities ❑ Instal la�tpfi� Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2;50 NEW CONST. ( DWELLING OCCUP.y) OR ADDNB. ACC, BLDGS. 2P. sq it A I declare under penalty of perjury (c ❑ I am licensed under pr vis. 9, Div. 3 of the Business CONTRACTO/structure and Professions Code nds in full force and effect. License No. atlOn ❑ I, as the owner, or m e ages as their sole compen- sation, will do the wor ,ane is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code >, for this reason NNEW ON•RESID R RAN A CH CIRCT TS 2.50 ea NEW CONSTR (POWER APPARATUS &I NON•RESID. `SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES BAL01 IXED APPLNS. OR EX. OCCUp.�OUTLETS (RESID.) EA. 2.00 Mobile Home Facilities 15.00 Misc..Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE 'declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required fore vations over 5'0" deep and demolition or construct- Jon of structures over 3 in h . Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occuP. GROuP T^V OF CONST. PARCP� ✓ Pb_ V1 H 199UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date (storories Receipt No. V 7 ON ]�� WHITE-D.P.W.. rVET A 9S , PI PECTOR. GOLDENROD -APPLICANT r C,0UNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION •7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/5344541 PERMIT APPLICATION DATA SHEET 1 A /1 �/ - - . K-) . . Permit No. OWNER. Proposed Building Use. Permit Fee Based Upon Building Inspector r v- - - �Complete Contract Price Iain) P. No. 4/L/- - L%7 DPW Valuation Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4...rComplete engineered plans and calcs. . . . . . . . . . Plans with Energy Design Compliance Statement. • . . . . . 6. State Energy Forms No. 7 Statement offIIntent for Non -Heated and AC Buildings. 8. Fees of $ / �i' /A y//9. t? S . . . . . . 9 Letter of signature authorization. . . . . . . . Q f10. Sanitation approval from k, G Planning approval for (A) Use: ( �Parking-k12. Certificate of Workmen's Compensation Insu. . . . . 13. Contractor's License Information (no., name style, classif.) O1.4. Owner -Builder Verification (Given to owner0, Mail to ownerE:1 Xl/ 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . 17 Pre -Inspection for _ RequPre-Inspec. request to (Date) I ed. Building Inspector Other C...[ AY.Q0,i a, -ft A;S'- 31:-wL 47A o 0 When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant A - J -"Date `Z q- 5i l X Copy of plans sent Health Dept., Fire Dept., Other �-, Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, L9 Plans checked by. Plans approved by 1 Other: yj Copy—DPW advised of above required By elephone -Mail Other Date Date Date I z 011 2, LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY. Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF Deputy Director MINUTES OF BUTTE COUNTY BUILDING CODE BOARD OF APPEALS - May 31, 1983 Members Present: Bowles, Chrysler, Cook, Hershberger and Honeycutt Members Absent: Graves and Franklin Others Present: Frieda Hart Martin, Steve Howell, Lorrin Ward and Glander The meeting was called to order by Chairman Chrysler at 4:05 P.M. - (1) Appeal of the Martins on stairway requirements: Steve Howell, an attorney representing the Martins, presented a seven page brief describing in detail his appeal concerning the three houses and requested the Board consider the safety fence proposal first. After considerable discussion, motion was made by Honeycutt, with second by Cook, to deny the appeal. Motion carried unanimously. The second proposal was to consider the attic area:as a useable area. of less than 400 Sq. Ft. After some discussion, motion by Cook with second by Honeycutt.' to deny appeal because the attic area exceeds 400 Sq. Ft. Motion carried unanimously. .The third proposal was to consider the stairway as access to attend equipment, not as a required stairway. After some discussion, motion by Cook with second by Honeycutt, to deny appeal because stairway was.not for equipment access only. Motion carried unanimously. (2) Appeal concerning 1HR corridors in Golden Empire Broadcasting building: Lorrin Ward, the architect, explained his appeal concerning landscaped office design and generally described his appeal by my May 10, 1983 letter to ICBO requesting their interpretation.. A long discussion followed concerning corridor requirements, alternate designs and the ICBG interpretation that confirmed the staff position that 1HR corridors were required. Motion by Cook with second by Honeycutt that room 219 must be provided IHR corridor walls and that room 204 is acceptable as designed. The reason' 204 is acceptable is it has two exits, one to the exterior.through the lobby and the second into the corridor of room -219. MINUTES OF BUTTE COUNTY BUILDING CODE BOARD OF APPEALS - May 31, 1983 (continued) Page 2 Motion passed unanimously with Chairman Chrysler abstaining because of a possible conflict of interest. There being'no further items, the.meeting was adjourned at 5:50 P.M. Respectfully Submitted, J.F. Glander, Secreta JFG:aj cc: Each Board of Appeals Member Martins c/o Steve Howell, 1639 Bird St., Oroville, CA 95965 Lorrin Ward, 341 W. 4th St.,,Chico, CA 95926 County Administrative Officer ng) ..—Copy to each file (Marti Golden Empire. Broadcasti e May 10,1983 Inteinational•'Conference"of RR: 1999 Code-'Interpretat op building Officials 5360 South workmaa MAIL Road Whittier, CA •90681 Gentlemen: With reference to the above subject, attached is a copy of a floor plan of a proposed television station office and studio. The yellow walls are partition walls less than 5'9" in height, all other walls are full height walls. The building is 1HR throughout and the occupancy is H-2. I am having a disagreement with the architect concerning,whether or not a full 1HR corridor is required between the entry lobby and the north door #4 as shown in red. The architect maintains the code is very specific in Sections 3302(e) and 3304(x) that, "foyers, lobbies and reception rooms meeting the construction requirements of corridors --- may be classed as corridors." Other nomenclature for similar areas might be, "secretarial concourse," "secretarial pool," "waiting area," etc. Section 3304(a) clearly provides that any tails, low partitions, counters and similar space dividers, "shall not be construed to form corridors." The architect maintains that spaces 204 and 219 should be considered in the same light as foyers, lobbies, etc. The architect maintains that without the above provisions, Landscaped Office Design would be Impossible. I maintain that since we have IHR corridors (corridor 1,2,3,4 & 5), these corridors must extend to the lobby or the exterior of the building without the two intervening rooms. I ICBO (RB: 1979 Code Interpretation) . May 10, 1983 Page 2 Please review this floor.plan as,soon as possible and call•me by telephone with your interpretation. Of courses I would also litre a written response. Youre very truly, Clay Castleberry Director of Public•Works Original signed* by.. 'J. F. Glander J.F. Glander JFG:aj Chief Building Inspector Attachment .r cc: Lorrin Ward 341-% 4th Street ;Chico. CA 95926 . SI(719 14L File No. BUTTE COUNTY (For Action 1. 2.3) Public Works Dept. (For Information V) D irector Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic 'Const. Rd. Des. Br. Des. ' Sur. & Loc. T ran sp. R/W Mapping Land Dev. Ref. Disp. Orng. / S.I. Sub. & Pcl. Maps Permits BOARD OF DIRECTORS International Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD PRESIDENT H. T "TED" WIEDENMAN, P.E. DIRECTOR DEPARTMENT OF BUILDING DES MOINES, IOWA FIRST VICE-PRESIDENT JACK S. ATKINS, P.E. BUILDING OFFICIAL/ DEVELOPMENT SERVICES DIRECTOR PLACERVILLE, CALIFORNIA SECOND VICE-PRESIDENT JOHN E. MAULDING, P.E. BUILDING OFFICIAL LANCASTER, CALIFORNIA IMMEDIATE PAST PRESIDENT WILLIAM F. FUREY, P.E. SUPERINTENDENT OF BUILDING RIVERSIDE, CALIFORNIA DAVID A. BASSETT, P.E. BUILDING SAFETY DIRECTOR MEDFORD, OREGON JOHN E. BOSS BUILDING OFFICIAL COUNTY OF LANE EUGENE,OREGON CHARLES CLAWSON DIRECTOR OF COMMUNITY DEVELOPMENT ARLINGTON, TEXAS SOL J. JACOBS, P.E. DIRECTOR OF INSPECTIONS MINNEAPOLIS, MINNESOTA DONALD T. MacRAE, P.E. STATE BUILDING COMMISSIONER STATE OF INDIANA ADMINISTRATIVE BUILDING COUNCIL INDIANAPOLIS, INDIANA MARK R. RODMAN DIRECTOR BUILDING SERVICES SPRINGFIELD, ILLINOIS WILLIAM E. SCHLECHT MANAGER, BUILDING, PLANNING AND ZONING DIVISION VANCOUVER, WASHINGTON DAVID R. SCOTT, P.E. DIRECTOR DEPARTMENT OF BUILDING SAFETY TEMPE, ARIZONA RONALD R. TREMBLAY CHIEF BUILDING AND ZONING INSPECTOR SALINA, KANSAS CHARLES W. VOLZ, A.I.A. CHIEF BUILDING OFFICIAL DIVISION OF CODE ADMINISTRATION ALBUQUERQUE, NEW MEXICO STANLEY WHEELER CHIEF BUILDING INSPECTOR LIVERMORE, CALIFORNIA EUGENE J. ZELLER, P.E. SUPERINTENDENT, BUILDING AND SAFETY LONG BEACH, CALIFORNIA • WHITTIER, CALIFORNIA 90601 • . (213) 699-0541 OFFICES OF THE EXECUTIVE DIRECTOR JAMES E. BIHR, P.E. TECHNICAL DIRECTOR May 24, 1983 DONALD R. WATSON, P.E. J. F. Glander Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive Oroville, California 95965 SUBJECT: Corridor Construction, Section 3304 (a) 1979 Uniform Building Code Dear Jim: We have reviewed the plans attached to your letter of May 10, 1983, and concur with you that a corridor is required as outlined by you in red on the drawings. The subdivision of offices into spaces such as 204 and 219 could not be considered as lobbies, foyers, etc., as they are outside the scope and intent of foyers and lobbies. The lobby (202) as shown on the drawfngs would comply. Vincent R. Bush, P.E. Assistant Technical Director VRB:em Regional Offices: 6738 N.W. Tower Drive • Kansas City, Missouri 64151 • (816) 741-2241 17544 Midvale Avenue N., Suite 304 • Seattle, Washington 98133 • (206) 542-9421 OIPTCOUN7ny C,. . or- U LIC'�� ' •. wORI(S MAY 26 1983 71819►10►1112 15, ► ► ►�t3if f 16 r - LJ.1.. . 1 .o 'Iw. e`i'_ ... July 26, 1983 Steel Structures General Contractors Mr. Jim Glander Butte County Department of Public Works 7 County Center Drive Oroville; CA 95965 Dear Jim: P.O. Box 772 Chico, CA 95927 (916) 891-4535 .0 . 4 q,4— `t 7- 2P b In reference -to our telephone conversation this morning.,. enclosed herewith please find a letter from Russ Pope, Vice President of Golden Empire Broadcasting Company, stating that.Room #241 will not be used for any vehicle storage nor any maintenance at any time. In talking to Russ, what they meant by ."'mobile equipment" was equipment they use for their mobile news coverage, i.e., a camera set ready to go., etc. In noway was this intended to refer to motor vehicles. It is my understanding that this eliminates the requirement for having a one-hour door requirement at door marked 16 and two doors marked 5 as indicated in red by your plan check. - Thank you for your cooperation in Shely, I)A Christoph C. Marx President CCM: jp Encl. cc; Lorrin Ward n License No. B1-285006 this matter. 712 P/e 3 J 23 File No.'� BUTTE COUNTY' (For Action 1, 2,3) Public Works Dept. (For Information ✓) D irector Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub: & Pcl. Maps Permits J it VeD �o r ct a all � 9 J m 0 C4 � � O Ila - File No.'� BUTTE COUNTY' (For Action 1, 2,3) Public Works Dept. (For Information ✓) D irector Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub: & Pcl. Maps Permits J it ?1 A CBS TELEVISION AFFILIATE Golden Empire Broadcasting Company 180 EAST FOURTH STREET • P.O. BOX 489 • CHICO, CALIFORNIA 95927 TELEPHONE 916 / 342.0141 To whom it may concern: Please be advised that room 241 will not be used for vehicle storage or repair in the KHSL-TV studio and office building being constructed at 3460 Silverbell road, Chico, California. Sierely,641-11,�/� �✓ RUSSELL B. POPE Vice' President Golden Empire Broadcasting Co. OWNERS AND OPERATORS OF KHSL • KHSL-TV, CHICO, CALIFORNIA IS d?o b.-' 6.11 1 %00 eA co 0 63 �A-- 0 i�s t' 'v 2 ibmes Joseph January ARCHITECTURAL ENGINEER, R.C.E. ; =_ BOX 97 COHASSET STAGE { CHICO, CALIFORNIA 95926 19161342-1386 Gf/X45 SNO,:,V / .7, A-- G�/�/C f•/TS - I = 240# �4�� 2= 4X3xioo As 2E�,G 1 4<4 i 2a4 4,c°�.� CA) J/ Y t ZO- 4) Al .o --,1.5 T. I%�}RG�\B20060) + Al-,y�+ �� �L �i'��t 2:19¢�3�!Z�t �6cb��� > ESSIq BUTTE COUNTY .. ��`�°��s 1• JANl cry ' BUILDING DEPARTMENT APPROVED 9 /p14s.E moa moo. i� James Joseph DS4rtt : X5-83 January.' ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 �E/=ESP TO DWa , Z3- fW TENw,4 TE'G/ iA49&VaY GOA P, /�OrP 4 XfkG7' 4, 43 , SZT T/A/G PLA/ ! 4 ` FO✓NOA 7'1(:;',/ )PLi4ti/ • � # - � � -mss �cbes@/�"a'-.' 3 S Lli� ,EA. Wi4 Y - _ 3f it 10 d All concrete -shall hives Cement factor of 5 sacks per cubic yard. a maximum stump of 4" and a minimum re w zsoo.. P.S.L after 28 days curing All column anchor bolts Mall be held Firmly in place with plywood templates during pouting of concrete.. Vibrate concrete around all.bolts, rebars and surfacet. ' Footings shall' extend to a firm, undisturbed native soil, or i'-0" minimum belowexisting grade. 'or has directed by. the Engineer, whichever is lowest. Engineered fill maybe used as existing grade provided tests:: ; aro presented to the Engineer of a 90% compaction relative to modified A.A-S.H.O.. , All excawdons ihaU be inspected and.approved by the Building .Official before concrete is poured.'' Asswned safe allowable soil beating capacity 1200 P.S.F. (L.L. + D -L ). BUTTE COUNTY BUILDING DEPARTMEW APPROVED QRpf ESSlin a N C_ 9 �- --2063.-83B,E PERMIT NO.'— PERMIT O. PERMIT EXPIRES OWNER R GOLDEN EMPIRE BROADCASTING CONTR. Modern Steel Structures ASSESSOR PARCEL 44-47-80 LOCATION 3460 Silverbell, Chico Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (/e) Signature J=OK 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES %MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete _ 3. Decks; Girders and/or Joists-Decking-Bracing-S(airs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg�-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.: Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L" ft./ P'Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors• 7. Utility Clearance _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date _ Date Card -.BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure: Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4, Elec.: Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10, Plumb; Cir. Test -Water Supply Test Card B-1 Card B -I Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date 4 V=OK 0 = Not OK - = Not Applicable = Not Ready . - i� C , . RESIDENTIAL (Single and Duplex) Date a UNDERFLOOR Plans OK except N's Date FRAMING Continued %1 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Fig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd o'ry; 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -La d(ng-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /'' Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer % 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access ! 7. Piers -Fireplace Ftg.-Steel 8. • D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic ' Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground / 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date EL.LJMBING Date Card -BI Date (Permit) OK except N's 57. Smoke Detector __ 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection .; Tnsf=Fts& Anc�pFs� a' rotectio 59. Bedroom Exiting 17. _ Shower Pan; Test, First Floor -Tu ccess 60. G.F.I. & Bath Fixtures & Tub Ocess 14 Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breake Sizes Lab 19. Gas Pipe; Size & Anchors 62. Stairs & Rails - 63. Fireplace or Stove; Clearances 64. Elec. Outlets at Wood Pa el• L Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & A fiance; Grnd Air Gap4opkiffitlearance IV X Card -BI Date Card -BI Date 66. Elec. 0 tlets'if, ReceptA4V/at Kit. C nt Date ELECTRICAL Pernit OK except p's 67. Garage ire anding-Cliff 68. A.C. Du i G -Damper --- 20. Fixture &Transformer Clearance -Ins. Protection 69. tr. Htr.; a -Clearance-C ir-Connector R. .- IA Garage; bove Floor-Methrotection - 21. Elec. Receptacles Spacing -Lights &Switches at Doors 7 pl Elec. &Mech. uip. fisted for Locat 22. Size Boxes & No. of Conductors -Stapled 7 lec. Recepta s ' grage; (G.F.I.)- otec. Insulation -F ked in Attic es -- - 23. 24. Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Guard Rail ck nstruction- Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Ven Crawl Hole Dor Dr i age &Wood -Earth Clearance Loo d der Floor Yes _ 26. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At __ 27. _Insulated Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Neutral r'Yes ❑No o wing instld.: Dri a Yes E] No; Walks ❑ Yes ❑ No; I n ers [I Yes 45N.0 - 28. Service -Riser Conductors & Ground -Main Disconnect 7 tucco; Brow -Fins _ 29. Equip. Clearances; Panels-Motors-Mech. Equip. . A.C. Unit; D conn t-Clrnces-Brkr. & Cond. Size -115V Outlet _- 30. Clothes Closet Light -Shower Light 78. 79. 8 . V nts Abo f; Plbg.-Appliance-Firepl.-Clearance to Opngs. terW onnect, Electrical, Plumbing E terio ec. Trim; G.F.I. Receptacle -Underground Card B -I Card B -I _ _ _Date_ -_ _ Card -BI -- Date Date Card -BI Date 1, tion throughout House 82. I s Protection Date MECHANICAL (Permit) OK except N's _ 3. 4. 85. _ orrections from Previous Inspections Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval _ 31. 32. 33. A.C. Ducts; Insulation &Support Vent Fan_ Exhaust above Insulation _- Condensate Drain _& Overilow; Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet -- Card -BI Card -BI 35. Attic Access & Platform if Furnace in Attic ----- ---- -_- --_ -_.- _---..-- _- ---.--__ _----- Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's _36. Sills; Proper Material & Anchors _ _ _37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing _ 39. Draft Stop in Walls (rat proof) Com is at Final: Q4.t/) __40. _ Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rtir. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions___ Garage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) COUNTY OF FuJ-T , , DEPARTMENT OF PUBLIC4ORKS 196 Memorial Way, Ghico — Phone: 891-2751 .�- 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE N 1 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is ompleted. If you have any question pertaining to this matter, or need add' ' nal explanation, please contact this office immediately. f i Inspector_!/ Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilae, Colifornia195965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. v ASSESSOR PARC'EL NUMBER ZONING BUILDING PERMIT OWN_ r� TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S FAAILING ADDRESS C NT ACTOR'S NA S E r TELEPHONE /— NT TOR'S MAILING ADORE S O � Fireplace CONSTRUCTION LEN ER UNKN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S^ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 4b Q U` BUILDING ADDRESS ` PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 en Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE ,_ Other F ,- ��Ce �`�F rPs SF ❑ Duplex ❑ Mobi lehome ❑ y SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New 2' Addition ❑ Remodel ❑ Utilit' s ❑ Instal, ion Other ❑ Describe work: 'r �. S ,„ ,_� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e0Ov DR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCC UP.& OR ADONS. ( ACC. BLDGS. 21/20Sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. f/ License No. % Y Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR.( MULTI -OUT -LET 2,50 ea NON.RESID eRAN'CH CIRCUITS) NEW CONSTR (POWER APPARATUS &� NON.RESID, SINGLE OUTLET CIR. 20 @50t Ex. Occup(o OR FIXTURES BAL@30� FIXED A Ex. OCCUp. OUTLETS P(RESID.IRE A.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butt to nter upon the above-mentioned property for inspection purposes. I al ee to s ve, indemnify and keep harmless the County of Butte against all i I ti dgmenA sts, and expenses which may in any way accrue ag n aid o quence of the granting of thispermit. %� Date CDr CJ Signature of Appli ant —ner❑ Contractor Agent ❑ An OSHA permit is required For excavations over 5'0 deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCu P. GROUP TYPE OF CONST. PARCEL PD HD ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date `y �� Receipt No. C) II I WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ti Jam, ? G•RTL �._ 8 _ � J T� f James I Joseph January ARCHITECTURAL WE ENGINEER, R.C.E. SOX 97 COHASSET STAGE A/ 7,F— /,/N/� CNICO, CALIFORNIA 95926 19161342-1386 1,2, �C�a 12. a:p 4 i Ar<a s /d! _ (Y8 K /So = -7 ZOO A, --7411 f� 2= ox a r ,so = 4 00# /l�� ra � ✓�� /,li G ii cr 4 = 6 n /1 S �s�� /� . 5 g> yi 5 OT ,A -- G�G/�o /�/.s-/�,s - 1/822. E Roo) � + 4��4)+ 14gooLl) + `(0.33)360, NQ CPR A /oris/S 7./ /%�, _ �2Yr72 00) (6 + j + `f 3''✓ �/0+4}+ 144 00�3) M2725 Q �/��EA� S ✓�� ASS/G /EDJ T� Y 8 �' s �-.4S 4f JAN` N0. 33 J��Tt Gr i'�1.1C� James Joseph,January • 'ARCHITECTURAL ENGINEER, R.C.E: BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 %�Y vsi.cl� 8 ,� G�ort1G. SL�4� dMIJ 2 400 V \ CEJ \ 4x x /00 4<4</.33 �s�) 11 + A ,PEA- 4 �. 1 75 /. 33 50, 1ay4�* l / of 62)+ 2:c'94�2> ll�f�(pOC'l� 000 + S"6, X52 ,f- 3600 = �g 0/ 4SZ > /. s/3773-5 . o X20060)+ 9����J+ i9L ���,�2:Z94�3��2�t 36a�63) /(05� Z60 % >7,733 Q�aFESS/p\ ,�1 nlgl Uf CAU f/ND E�/T�iP O/- GeA ✓1 T Y s 82 t. +; Y � Y . PAY YW I i. -YiL1 ' r• T : . ames,, /Z �z Ja W t. +; Y � Y . PAY YW I i. -YiL1 ' r• T : . ames,, Ja W r , ARCHITECTURAC.. ENGINEER, R.C.E. 'U i BOX 97 COHASSET STAGY CHICO, CALIFORNIA 95926 19161342-1386 /G' 2 Z 16% 3713 C� > f /'/O.67 �- z8 S -�-- 40 </f3 + � t- 3 2 �i8 r.4) �- `I6 t;3-. /4 z � 1 S = - �-g2 = 3 //. lit//ND i4��4/NST ��4GE� A4' ,:::51.7, N,A. 3//•s2 ll 7 � %I. JgMG9' F2 uj m 2 j m 4- -/Oe AA0. ARCHITECTURAL ENGINEERS R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 /,1-- 19161342-1386 0,A 91 78.77 e9,77A,,,Z '11 -116 - 2ell ��7 =��::,43 e7 0 t3) c I JAIV -A _N • ®.�.E S oma' .5 ARCHITECTURAL.. ENGINEER, R.C.E. BOX 97 COHASSET,STAGE CHICO, CALIFORNIA 95926 19161342-1386 /114,,9T TO DWa , 8Y f�NTENNff TEGHNOLGb Y GOrP/? �OrP F-.Xfr�G7' 4, ,5 , SETT/ti/G- 1c'Gi4N All concrts,,iltstl have a camont'fscto► of b aacRs per cubic yard, a maximum :clump of 4 and a minimum f 2 soo , P41 after 28; drys c. urind , d .t All 0oturn:anChor bolti(shall t s,hold firmly in place with plywood templat0Ati,no;pour`ing;of concrete.. Vilimte cortcrote arolmd all bolts, ssbars and. suAbces. f=oatfifl .extend to .a fir_undisturbed.-ntiive soil or: l',0" minimum belowr5ezistiaggrad®, or as dirsela4 by the' ►glnaarfiiChevel it lgwest.. EnQiReered 14 f may be used as exiitigg:grede provided to tvl s i►n tasntid to th# f;n�i; yinaer of i 661-corrtpectioh rels}ive'to :modified 4A.$ M:O.- , All xeitw ons at sG be .inspected and sp oved by tho Building Oflroiet before ;concrete is poured; Asst�med�tista atlOWble ioit is*it�ng especitY • l2ov f?:S;� (1, 1, + f3,1 j... , ...,: 2-mss � 5 2 I q All concrts,,iltstl have a camont'fscto► of b aacRs per cubic yard, a maximum :clump of 4 and a minimum f 2 soo , P41 after 28; drys c. urind , d .t All 0oturn:anChor bolti(shall t s,hold firmly in place with plywood templat0Ati,no;pour`ing;of concrete.. Vilimte cortcrote arolmd all bolts, ssbars and. suAbces. f=oatfifl .extend to .a fir_undisturbed.-ntiive soil or: l',0" minimum belowr5ezistiaggrad®, or as dirsela4 by the' ►glnaarfiiChevel it lgwest.. EnQiReered 14 f may be used as exiitigg:grede provided to tvl s i►n tasntid to th# f;n�i; yinaer of i 661-corrtpectioh rels}ive'to :modified 4A.$ M:O.- , All xeitw ons at sG be .inspected and sp oved by tho Building Oflroiet before ;concrete is poured; Asst�med�tista atlOWble ioit is*it�ng especitY • l2ov f?:S;� (1, 1, + f3,1 j... , ...,: 14 Was Z6 1' 2 ii r+ PERMIT N0. 1335-81B,P,E,M 'PERMIT .EXPIRES o` I r OWNER Golden Empire Broadcasting 4 x -I CONTR. ASSESSOR PARCEL v LOCATION 4 O i' � � r �L F� �i fy IP f +� f • Temp. Power Pole k, 'y Temp. Elec. ServicVe/ J Called P E 4 Temp. Gas Se"rvi e Calle�� JO INALED (Date) Signature r r i 1 I • iy ModernSteel Struc., Chico 44=47-71 1260 & 1290 Silverbell Rd., lot 1, Woodside Sub, Chico COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. 534-4541 i CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1335-81 for the following: Use Classification New Radio Facilities A Address or Location 1260 & 1290 Silverbell Rd, Chico Group F3-7 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Woks Date April 15, 1982By / I POST IN A CONSPICUOUS PLACE tvver) 1 � t e COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. 534-4541 i CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1335-81 for the following: Use Classification New Radio Facilities A Address or Location 1260 & 1290 Silverbell Rd, Chico Group F3-7 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Woks Date April 15, 1982By / I POST IN A CONSPICUOUS PLACE tvver) 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751- 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORK TION NO�CE BUILDING 0 R PROPERTY A66RESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office en correction of work is completed. If you have any question pertaining to this at ei., or need addition planation, please contact this office immediately. 0 Ed da V, Mri RIP /1., Y -=A Inspector Date_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County, Center Drive, Orovi I le — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 .41 CORRECTION NOTICE BUILDING Oh PROPERTY ADDRESS A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wpea,correction of work is completed. If you have any question pertaining to this atte , or need additional ,xplanation, please contact this office immediately. Inspector I // V=OK 0 = Not OK - = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS r Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. !Plans) OK except a's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rfirs.-Connec.-Shthg.-Rtg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ P'L"ft./ /"Nat. or/ P'L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elea Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except a's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. 'Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable * = Not Ready" RESIDENTIAL' (Sing'le and Duplex) Date UNDE OOR PI&,ts OK excbt#'s r Al_Date FRAMING (Continued) S �7 Zoning requirements -Setbacks- 48. Property Line Firewall & 6--tg., Main; s -S Ele n - / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Is -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -_R ings age -3rd story, 2 exits Run -Landing -Fire Protection Porches & Decks; Soils -Steel- / /" Ftg. Deg1h 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Tj temwalls, in; S -Bloc&puts-Wr SI 52. Sid' - iling-Veneer Steel-Blockouts-Wrapped-71ab .,p i St es Drip Screed-Fdn. Vents-Underflr. Access - irep race Ftg.-Steel 4. Glazing Area -Glass Protection -Skylights -Plastic F/5'ftT-_FA0ifgs-T _Q[ty /O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support - Ins. C 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card BI Date/ Card -BI Date Card -BI - Date s�f`�/ Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection-Landi Date PLUMBING (Permit) OK except p's 57. Smoke Detector _ 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Conner 15. Water Pipe; Test & Anchors -Nail Protection In Garage; Above Floor-Ducts-Mech. Protecti 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan: Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access Card -BI Date Card -BI Date Card -BI Date _ 33. 18. Test Tub & Shower, 2nd Floor -Tub Access 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 61. Elec. Trim & Subpanel; Breaker Sizes -Labels r 19, Pap Pip � Siz & Anchors 62. Stairs & Rails Date Card -BI Date Card -81 Date Card -BI Date Card -BI Date 63. Fireplace or Stove; Clearances -Hearth Date FRAMING(Plans) OK except N's WRvVents Final: 36. Sills; Proper Material & Anchors 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date __ 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Fire Stops; Furred Ceilings -Stairs -Chases -Tub Date Card -BI Date 41. 66. Elec. Outlets & Receptacles at Kit. Counter 42. Hangers -Post Caps -Anchors -Connectors_ ` ✓ 43. 67. Garage Fire Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except k's 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection - �g 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- 21. Elec. Receptacles Spacing -Lights &Switches at Doors In Garage; Above Floor-Mech. Protection 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. &Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes73. 25. 2 Appliance Circuits in Kitchen &Conductor Size Guard Rails & Deck Construction -Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked Floor ❑ - 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes El under Yes 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; No Planters ❑Y.es No 28. Service -Riser Conductors & Ground -Main Disconnect Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes loser fight -Show r Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing ry 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B I ��w Date j Card -BI Date 81. Ventilation throughout House Card B-1 Date Card -BI Date 82. Glass Protection 83. Corrections from Previous Inspections Date MECHANICAL (Permit) OK except N's st eters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. a er & Sewer Connected -C/O to Grade -HD Approval _ 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -81 Date Card -BI Date Card -BI Date Calf- Date Date FRAMING(Plans) OK except N's WRvVents Final: 36. Sills; Proper Material & Anchors _ 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing a 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors_ ` ✓ 43. Cing. Joist-Rftr. Ties - Purl in -Roof Brac.-Truss-Shthnq.-Rfnq. 44. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions - �g 47. Garage Fire Protection Framing ll (NOTE: An entry must be made each time you visit job site Card -BI Card -BI ,' ��"N' ��et// x ydl� '`j .�a�'"�r*�,ti'.. i 6: 1 91��..� � ,..} •<e*�•���� r4r. )iy ... , •y.. k t� .�.t � � V .. .�.. i "�. rW', .. 1 � . l t .,� F ~ •Y- . "(• •.... ' A�•� (sJ, �.{y1'1 �}"i!�' �'�.*; 1 ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE N THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT KHS;L Radio, Chico tiocatlon) BUILDING PERMIT NO. , 9.3 S' g j A.P. No. Y/-/ _ NON-RESIDENTIAL Signer's Name Lai>ry Loe k.e - Nich.olson Ins se print) Signature Date 8-18-.81 Job Capacity / Installation of Inst (contractor, engineer, owner, etc.) FOR RESIDENTIAL CONSTRUCTION THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if,not. applicable) INSULATION: Slab Edge Fdn. Walls Floors Walls Ceiling/Roof Ducts Circulating Pipes APPROVED HEATER APPROVED WTR. HTR. GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK•DAMPERED FANS INTERMITTENT IGNITION DEVICES CERT.4APPLIANCES c. Insulation Applicator Name (please piint) Signature of Insulation Applicator State Contractor License No. General Contractor/Owner Na Ore, jrcEL TW e �S (please print) Signature of \ • General Contractor/ Owner Date _I�Z State Contractors License No. L8506 % Chapter 6 of the Energy Conservation Design Manual reads in part. . . ."must be signed by the building owner, or the general building , contractor, the design architect, design engineer, or an approved inspector or inspection agency .... The certificate presumes a Personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent site visits and reports from others engaged on the site." 211 r - r xv, A� G 2 81981 RES MODERN STEEL IFOR, CHICO, CALIF � a 211 r - r xv, A� G 2 81981 RES MODERN STEEL IFOR, CHICO, CALIF THIS IS TO CERTIFY THAT INSUUATION HAS BEEN INSTALLED IN•CONFORMANCE WITH fHE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25. STATE OF CALIFORNIA. IN THE BUILDING LOCATED AT: KHSL Radio Chico Street o um er City EXTERIOR WALLS Manufacturer CT Thickness/Type 3 2 R Value 11 CEILINGS Batts: Manufacturer CT Thickness 6 i" R Value 19 Blown: Manufacturtr Thickness No. Bags Wt./Bag Sq. Ft. Covered A value FLOORS Manufacturer Thickness/Type R Value pound`Batting—in Specified--Interior`Walls Manufacturer Thickness/Type R value Foam.nSeal all Door Jams $ Exterior Walls Manufacturer Thickness/Type R value GENERAL CONTRACTOR LICENSE NUMBER BY TITLE DATE INSULATION R4RACTORTIONLICENSE NUMBER -261 7 I N 0 N- R E S I D E N T I A L B U I L D I N G S CONSTRUCTION COMPLIANCE CERTIFICATE I HEREBY CERTIFY, BASED UPON PERSONAL KNOWLEDGE, THAT THE f WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR (Building Permit Number) (UBC Occupancy Type) ' ,S j 1m6e.11 d- Eato h (Location) Signer's Name e ,� i. (please print) i. • Signature �,� n �� I�. M i Date Job- Capacity St.1- 4 r .. ,� (contractor, engineer, owner, etc.) Chapter 6 of the Energy Conservation Design Manual reads in part ...."must be'signed by the building owner, or the general building contractor, the design architect, design engineer, or an approved inspector' or inspection agency ..... The certificate.presumes a personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent. site visits and reports from others.engaged on the site,'.' r II .• • �� .. Model CD700 5�"c Cefling Fire RV1 Report No. 3103 A3225.131i rt I , i W (width) t / 16" (457mm) maximum (16mm) (16mm)7 Damper Frame } Bearings and t ------ ' -- - - - - - - - - - - -------- Pivot Pins E Opposed M Damper Blades--------------------- ------------ Action Bar I E E X^. --------------------------------- E 1/Z,• (13mm) Positive Closure Spring Linkage Mechanism Fusible Link, 160° \ rating (replaceable) Volume Control, key -operated 1/2 r rn ac)) E, E J � O co Typical Elevation ' 1 _ L (length) 30" (762mm) maximum Rinria Pivnk 1/2„ ;13mm) E E 2 Damper Frame, Opposed Damper Bronze Bearings Access Opening formed 16 Ga. 1/4" (6mm) dia. hole Blades, formed and Steel Pivot Pins Action for fusible link Linkage Volume Control, (.060") steel for duct installation 16 Ga. (.060") steel at each blade *Bar replacement Mechanism key -operated Typical Section ® AIR OUVERS IN& P.O. Box 988 Pico Rivera, California 90660 r ii, V fhb , Typical Elevation ' 1 _ L (length) 30" (762mm) maximum Rinria Pivnk 1/2„ ;13mm) E E 2 Damper Frame, Opposed Damper Bronze Bearings Access Opening formed 16 Ga. 1/4" (6mm) dia. hole Blades, formed and Steel Pivot Pins Action for fusible link Linkage Volume Control, (.060") steel for duct installation 16 Ga. (.060") steel at each blade *Bar replacement Mechanism key -operated Typical Section ® AIR OUVERS IN& P.O. Box 988 Pico Rivera, California 90660 r Model CD700-C Ceiling Fire Damper with Duct Drop Can Existing Overhead Hanger Wire Duct Drop Can per standard SMACNA gauges Mounting Rivets 4 Clip Angle \ I Duct Drop Can per standard SMACNA gauges Standard C0700 \ Hanger Wire, 12 Ga. (.105") steel (2 places) Hanger Bolts, 1/4-20 x 1 1/4" Ig. RH with 2 hex nuts (2 places) 1" (25mm) Ceiling Tile t (by ceiling contractor) Flange 1/2" (13mm) I Flange 23/16" (56 mm) maximum 1/2" (13 mm) of uncoated duct area Illustration L (length) 30" (762mm) maximum II Hanger Wire Hanger Bolts Clip Angle 1" (25mm) Ceiling Tile (by ceiling contractor) 9 \ /7� N 9 \ /719 4/ O O T (throat depth) 2 3/16" (56mm) :area ur, of uncoated duc Clip Angle, 24 Ga. (.024") Flange steel, 1" x 1/2" (25mm x 13mm), Mounting Rivets, 1/2" (13mm) mounted with #8 x 1/2" self -tapping 3/16" x.940" Ig. or screws, by ceiling contractor, on #8 Sheet Metal Screws fire -rated suspended tile ceilings at 5" (127 mm) O.C. Typical Section a c c0 roD U C _ _ro O y L E rnE dC, N 00 • EM 0 0 • Model CD700-S Damper in Can- with Side Tap_Collar Existing Overhead Supports (Ref.) Standard Pipe Tap Collar I D + 1" (25 mm) Clear Height above damper D Q tap collar diameter Duct Drop Can Standard CD700 Schedule of Sizes Quantities Required I 4Dimehsions Comments (Mark, Finish, etc.) CD 700 CD 700-C CD 700-S CD 700-T W 1 Width L? Length H Height T3 Throat Depth D Tap Collar - Diameter 118" (457mm) maximum single unit 230" (762mm) maximum single unit 3,Maximum uncoated area = 2 3/16" (56mm) INSTALLATION INSTRUCTIONS for CD700 Ceiling Fire Dampers Existing Overhead Supports (Ref.) --, 10" (254mm) minimum from combustible material per CSFM or O 7" (178 mm) per ICBG g Rivets, O Clip Angle, 24 Ga. (.024") steel, 1" x 1/2" (25mm x 13mm), mounted with #8 x 1/2" self -tapping screws, by ceiling contractor, on fire -rated suspended tile ceilings m Illustration 2 3/16" (56mm) maximum of uncoated duct area Standard CD700 Duct Drop Can per standard SMACNA gauges 600 Hanger Wire, 12 Ga. (.105") steel (2 places) Hanger Bolts, 1/4-20 x 1 1/4" Ig. RH with 2 hex nuts (2 places) Ceiling Tile Model CD700 Ceiling Fire Dampers are available in four standard styles: CD700, basic unit for field installation with ductwork by others; CDS700-C, basic unit factory -mounted in duct drop can; CD700-S, basic unit in duct drop can with side access tap collar and CD700-T, basic unit in duct drop can with top access tap collar. All four styles are installed in the same manner depending on the degree of factory pre -assembly: 1. Damper is mounted induct work using either 3/16" 3. x .940" blind rivets or #8 x 1" self -tapping sheet metal screws spaced 5" (127mm) O.C. along frame sides perpendicular to damper blades. Be certain fasteners do not interfere with blade or action bar operation. 2.. Damper is suspended from structure above by #12 ; (.105") steel hanger wire two required perdamtzer 4, section). Wrap one end o_ f hanger wire around 1/4-20 x 1 1/4" bolt (located in pre -drilled hole at center of end frame sides) and secure between hex nuts. Bolts must pass through both damper frame and duct work. Attach otheLen of f ha ger wire to structure above 1�0' 254mm) minimum clearance (CCSFM) or 7" (178mm) minimum .clearance (ICBG) from combustible material above. When dampers are installed in a drop or suspended ceiling, additional clip angles are required to retain the ceiling panels. These clips are to be furnished and mounted by the Ceiling Contractor; however, the damper manufacturer recommends 1" (25mm) x 1/2" (13mm) 24 Ga. (.024") steel angles set at 5" (127mm) O.C. When dampers are installed as multiple -unit (sectioned) assemblies, the individual units are fastened together with 1 1/4" (32mm) wide, 16 Ga. (.060"),steel continuous straps at adjacent frame flanges. Each strap is spot-welded to one unit and ts.crewed to the adjacent unit flange at 5" (127mm) O.C. Hanger wires are installed at each end of the -multi-unit assembly in the same manner as described in Step 2. Note: The maximum uncoated area between the Note: The aggregate gross (total)area of,multiple-unit opening flange of the duct work and the front ceiling fire damper assemblies shall not exceed face of the damper is 2 3/16" (56mm). If the 3000 square inches (1.94 square meters). No damper is mounted further into the duct work, single damper may exceed 18" x 30" (457mm x the entire exposed surface must be coated with 762mm). intumescent paint. (The face of the damper has been factory -coated with intumescent paint.) AIR LOUVERS INC. 5K 8/80CS 0 • r� �. J • '_.._ _.. _- _ .. .. _ ... �. q' 1�+'rt .Nit , r +;J,Sy . ' , -.�+,' I };�`tt-tr 1�' __ _ r AIR 0 UVERS NC. P.O. Box 988 • 8455 E. Loch- Lomond Drive • Pico Rivera, California 90660 • -(213) 723-8888/692-0859 April 2, 1982 All Season Heating & A/C .2838 Hwy'. 32' �a -• Chico, CA 95926 Attn:, Royal To Whom It May Concern: -I am writing this letter in .regards to the CD -700 ' fire damper for All Season Heating & A/C. The damper ' in:question, from what I have -been told, are installed with "two hanger wires, four, .'feet long. This is. acceptabl& as long as the hanger wires.are.used. I hope -this will answer �any,.questions that you had.'' Sincerely, ' AIR 'LO Terr reen enc: CD -700 Brochure } �rn _ 1Y$ Z _*1 f2k— i ember: Member: Architectural Woodwork Alr Movement and InMstitute Control Assoclation,^Inc.:�i� 1 I � I .t Member: Member: Ya. Woodwork Institute Metal Building , of California Dealers Association a�10 �a or���d V/ ° COUNTY OF BUTTE-- DEPARTMENT OF PUBLIC WORK PERMIT NO 7 County Center Drive - Oroville, California 95965 - Telephone 916/53 -4541 APPLICATION AND PERMIT ASSESSOR P EL BER �ry ,_7/ / ZONING 2 BUILDING PERMI ' OWNER /� i OLDC/V EMf IRF ;�MOC467741 TELEPHONE SO. FT. OCC. BUILDING UATION v a b.oa OWNER'S MAILING ADDRESS Ci -/ 006 `� NAME a— COntN�TRACT o MAILING y,�RESS ,/ ��1 r'0, OJ( C/wco Fireplace CONSTRUCTION LENDER NON� UNKNOWN Total Valuation $ 2 . Od Filing Fee $ 10. �(] LENDER'S MAILING ADDRESS Permit Fee $ .00 ARVviRV NGINEE Ie-D L4CENSSE Plan Checking Fee $ S38,06 Ob4/ Penalty $ d ARCHITECT OR ENGINEER'S MAILING ADDRESS 31�l rQ()p� S77 eg-1ca1 G4. Permit fee $ 7z M00 BUILDING ADD SS /Z60 /Zyf> S!L(/�i�g�Li� QLD PLUMBING PERMIT Filing Fee 10:00 Each Trap O 2.00 Qd).06 Repair drainage or vent piping 5.00 C H1 cc) Water piping o .SOa LOT NO.SUBDI VISION NAME v -a/.OaDS/D,5 , so& PARCEL MAP 73 Each qas water heater or vent 5.00 s; Gas piping system 1 - 5 outlets 5, ap USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other � � _177ES SPECIFY Building sewer $,OO Lawn sprinkler system 5.00 TYPE OF WORK New [Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ ,O O Contractor. ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V ORSLESS 5.00 .;,pa Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.E11 OR ADDNS._ `ACC. BLDGS. I 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full forge and effect. License No. Z���QG Classification `I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT R H BRAIC T T TS 2.50 ea g7,,50 'NEW CONSTR.POWER APPARATUS &) - -2 2,00 NON.RESID. (SINGLE OUTLET CIR. IO.DD Ex. Occup OUTLETS OR FIXTURES BAL@1 00 IXED APPLNS. OR Ex. Occup.�OUTL ETS (RESIT•) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 MZ dtl /�G 600 Permit Fee $ 130-06 Contractor - MECHANICAL PERMIT Filing Fee 10.00 i WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1� I have placed on file with the County of Butte Building Department w a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Z40 M 7.540 67 11V5 Cooling / 750 0&6.oci Hood 3.00 A Ventilation 3 2.00 6.06 permit Fee S , Q� Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses'which may in any way accrue against s id County in consequence of the granting of this permit. X 't-- Date y— Owner❑ Contractor ❑ Agent Signature of Applica/�quired An OSHA permit is for exca ttions over 5'0" deep and demolition or construct- ion of structures over stories in hei tG Mobile Home Installation Fee $ TOTAL PERMIT FEE $ r35, 00 COUP. GROUP �..Z TYPE OF CONST. PARCE PD NO 59 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DARE R OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dateq�� % —IF / Receipt No.�7S�D%°'� 50 0 WNIT!-D.P.W., Y S P NK- T R, EK ROD -APPLICANT -7 r -o * l9aw ) a n �o oooL% p� ' S L' 0 0 0' 01 DSA I V u 0 01, SL von-�►'L oa�LIn eco 0 0' 01 DSA I V u COUNTY OF BUTTE Department of Public Works 7 County Center Drive Oroville, California PLUMBING PERMIT FEES (effective 11/8/79) Fees for permits and inspections: ;or issuing each permit ------------------------------------------------------$ 3.00 In addition - For each plumbing fixture or trap or set of fixtures on one trap (including water, drainage piping, and back flow protection therefor) ---$ 2.00 _ -----For-.each-building-sewer and each trailer park sewer ---------------------$ 5.00 Rainwatersystems - per drain -------------------------------------------$ 2,00 Foreach water heater and/or vent ---------------------------------------$ 2,00 For each gas piping system of one (1) to five (5) outlets ---------------$ 2.00 For each gas piping system of six (6) or more, per outlet ---------------$ .50 . 0 . A 0�^ 7 2 4 • 00+ pLu"^8 45 • 00+ 1 30 - 0 0 .r ME`s 36 • 00+ 935.00*+ 935 • 00+ �EC— X386 • 75+ Fo rZ 1'• Q Ess FEES PD 670 • UO- :► COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 • APPLICATION ARID PERMIT ASSESSOR PARCEL NUMBER ZONING - BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace � CONSTRUCTION LENDER UNKNOWN ��++ Total Valuation s (i Filing Fee +++ $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $y7 00 ARCH(T'ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ?j7g. 00 Fenaity $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 7n v ' BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap /Q 2.00 10. 00 Repair drainage or vent piping 5.00 Water piping _ 5, oo LOT NO. SUBDIVISION NAME PARCEL MAP Each gas water heater or vent 5.00 Gas piping system 1 - 5 outlets . , 00 USE OF STRUCTURE Duplex[] DuplexMobilehomeOther — SPECIFY Building sewer 5,Oa Lawn sprinkler system 5.00 TYPE OF WORK New Addition [-I Remodel•❑ Utilities❑ Installation❑ Other❑ Describe work: Permit Fee —__ . Da Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OR LESS 1000 OR OR LESS 5.00 5, 00 Main service EA. ADD'L 100 AMP 5 2.50 ?,50 NEW CONST. ( DWELLING OCCUP.%j OR ADONIS.\ ACG. SLOGS. / 20 sgft � CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessEx. and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCONSTR U -T1-OUTLET NON-FIES.D. BRANCH CIRC U / 2.50 ea t pITS ,50 NEW CONSTR. (POWER APPARATUS S) NON -REND, (SINGLE OUTLET CIR. 'L 200 •I e0 (O O Occup Du rLETs OR FIXTURES5 �- a FIXED APPLNS. OR Ex. CCU p.�OUTLETS (RESID.) E.d.) 2.00 - Temporary service 10..00 Mobile Home Facilities 15.00 Misc. Wiring _7.50 )ZKW A< -c, 5ro0 ,00 --- Permit Fee $ 1�j0 .OtJ Contractor — MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ i shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Z CSM 7,50 GPS _ Cooling ,50 I) @j°O 12'50 Hood 3.00 -- — Ventilation---- 3 2,00_ (0 •cW permit Fee d -3,60.0o Contractor -- - I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of2� Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date__- — Signature of Applicant — Owner ❑ Controctor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- for of structures over 3 stories in height. - Mobile Home Installation Fee $ l , TOTAL PERMIT FEE $ OCCUP,. GROUP I TYPE OF CONST. PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By---.-- —• -- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date � — _— Receipt No. ( WHITE-D.P.W., TELLOW•ASSES30R, PINK -INSPECTOR. GOLDENROD -APPLICANT _ 1 L BIZ. rN L 35 Ac I Z. I w it 30 w4, Gv o w AQ C. Z� I /-G l " w ., /7 '• K"r`'7l Inter -De part Memorandum. buy To: Land Development Section, DPW FROM:* Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: 3/2/81 We have recently,recei.ved an application to construct a new T.V.& Radio facilities (use) b Golden Empne Broadcasting contr: Modern Steel Struc., Chico Y (owner and/or contractor) at 1260.&.1290 Silverbell Rd., lot 1, Woodside Sub, Chico (location) A. P. No. 44-47-71 Permit Appin. No. 435-81B and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit.' �.F. Glander JFG•dd / Chief Building Inspector r- / / Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. / / Other (specify) 1z (signature) �- 7-QI (date) � Page l MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE BI . dg.Pemit # ('vim' +83 OWNER CivOLD t ft I'4 SROAD Iik A. P. It A. RAL UT. IM•ii1iT Zoning requirements (sideyards, park i ',p seG�68V45�3- ion). '!P�Valuation. �a Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage -- Land Dev.,DPW; City of Chico; City of Biggs. _gamplete plot plan with dimensions, easements, other buildings, and other pertinent data. See previous permits and plans in file for expired permits, change of use, etc. B. OCCUPANCY REQUIREMENTS 1. Building use T� MIDI 2. Occupancy Class M%2- 3. Building floor area CIA 4. Total allowable floor area Basic allowable floor area T Basis for increase o FIF1 c sq. ft. •A sq. ft. 000 sq. ft. 'Type of Constr. Occupant Load 179 see Por �(•w 10.6131 -SN sins& sa Lao 4 Additions, alterations, and repairs exceeding 50% (Sec. 104). y,/tCompliance with occupancy group requirements (Chapters 5-13). ccupancy separations (Sec. 503) . j5�?�`Area separations (Sec. 505). _j/ Firewalls due to location on property (Sec. 504). ]� Maximum height requirements (Sec. 507). Ventilation ttic separations (Sec. 3025). and special hazards requirements (Chapters 6-13).ire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). F.ZFire 1�,Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). ealth Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. moke detection system. Dept. Plan Review and/or Fire Marshal Plan Approval. ./Electrical Code Requirements (Pools or hazardous occ.)-(Art. 680 & 5001s). C. TYPES OF CONSTRUCTION REQUIREMENTS kr Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). /Toilet room floors and walls (Sec. 1711). 4�( Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec'. 1716) . Detailed types of construction requirements (Chapters VProper roof.pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). jXRoof drainage (Sec. 3207). .0 Skylights (Chapters 34 & 52). 1.. Stages and platforms (Chapter'39). ]'��� Interior wall and ceiling. finish (Chapter 42). 15�'� Fire resistive requirements (Chapter 43). 1G/ 11 and ceiling coverings (Chapter 47). 1F/. lass and glazing (Chapter.54). 1 . Building,Materials - Check: Grade, Species, Allowable Example: (Glu -lam Beams w/ certif. 24F ext.grade). 17-22). Human Impact (Sec. 5406). Stresses, Ext. or Int; -- w #z nnpn1 o (07)f'h�l ' �►r �p 9C,LA1J�� I c�114�1-� fi IA) /� w �V PIN d r' . t!5 f e elm". e -le -A IVFLET tC�11Irj -hem, (Mao �,�ltorTat &Fb .7 ere. ) MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. STAIRS EXITS AND OCCUPANT LOADS General Exit Requirements (Sec. 3301) (Post occ. load, etc.). Number of exits, width and locations (Sec. 3302). oors (Sec. 3303). g2ZZj�nd exterior exit balconies (Sec. 3304). Stairways, rise & run, width, winders, and construction (Sec. 3305). - Horizontal exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). Exit signs and illumination (Sec. 3312). Aisles & seating (Sec. 3313). Exits for occupancy groups A-E (Sec. 3315-3319). Page 2 E. EN EERING REGULATIONS DESIGN UALITY MATERIALS AND DETAILED REQUIREMENTS Complete plans sufficient to'show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). 'Chimneys and fireplaces (Chapter 37). Engineered plans if required. eastics (Chapter 52). xcavation and grading (Chapter 70). V ontinuous or Special Inspection (Sec. 305). actory or other certification. ;;._____,Footing Soils or compaction data. Noise regulations. reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include:. (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: 1. Roof Diaphram. 2.' Shear Walls. 3.- Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. Page 1 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE a Bldg. Permt t OWNER .� ►J lEr�i�1 .s A.P. # A. GENERAL �_�-n� Zoning requir ents (sideyardsV(Jirequ special conditions). C �� �G Valuation. sba o " .� ignature by R.C.E. or Architect re`d). Calculation Improvements and drainage -- Land Dev.,DPW; City of Chico; City of Biggs. Complete plot plan -with dimensions, easements, other buildings, and other pertinent data. See previous permits and plans in file for expired permits, change of use, etc. _ Type of Constr. V -N Occupant Load TV - 3 t0!;.=613 . Sip. 't ILLIK spat ' sort ' 100''/. 10C. +f. /G. Ado ,K Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503) . VUICLIC i OCA Area separations (Sec. 505). 9/ Firewalls due to location on property (Sec. 504). Maximum height requirements (.Sec. 507). Attic separations (Sec. 3025). ~ 3660• Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). -,Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. ]� Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). -+► t-0 30 %-U C w TYPES OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 1704). arapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 205) Roof drainage (Sec. 3207). 4s- ;4�4 t�64 ftjol 3ft-4w Skylights (Chapters 34 & 52) . Mho 2.44-v Stages and platforms (Chapter 39). WInterior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). all and ceiling coverings (Chapter 47). i�,�Glass and glazing (Chapter 54). K nab- rc�.l.�'•0 Human Impact (Sec. 5406). �J6. Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int. -- Example: (Glu -lam Beams w/ certif. 24F ext.grade). t..�o i j$V►��1��a�cS OCCUPANCY REQUIREMEN � � �,O `q,`•��as 1. Building use 2. Occupancy Class • 3. Building floor area - IZ, 3Z. 311 q.ft. 4. Total allowable floor area 440oo sq.ft. Basic allowable Basis for increase floor area 6000 sq.ft. F�&.Orff -'► MG. -AD- woo* _ Type of Constr. V -N Occupant Load TV - 3 t0!;.=613 . Sip. 't ILLIK spat ' sort ' 100''/. 10C. +f. /G. Ado ,K Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503) . VUICLIC i OCA Area separations (Sec. 505). 9/ Firewalls due to location on property (Sec. 504). Maximum height requirements (.Sec. 507). Attic separations (Sec. 3025). ~ 3660• Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). -,Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. ]� Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). -+► t-0 30 %-U C w TYPES OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 1704). arapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 205) Roof drainage (Sec. 3207). 4s- ;4�4 t�64 ftjol 3ft-4w Skylights (Chapters 34 & 52) . Mho 2.44-v Stages and platforms (Chapter 39). WInterior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). all and ceiling coverings (Chapter 47). i�,�Glass and glazing (Chapter 54). K nab- rc�.l.�'•0 Human Impact (Sec. 5406). �J6. Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int. -- Example: (Glu -lam Beams w/ certif. 24F ext.grade). '410 Y !IMA t 0 ,s. i # zogglel - 20,E 2 I 19, `'c✓, a '14 1r v' L , nzu t o�ge� Ago 4-, A 4ia,Z�'� -�v J • ti,r MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. STAIPS EXITS AND OCCUPANT LOADS General Exit Requirements (Sec. 3301) (Post occ. load, etc.). Number of exits, width and locations (Sec. 3302). • Doors (Sec. 3303). Corridors and exterior exit balconies (Sec. 3304) Stairways, rise & run, width, winder cti •Horizontal exit (Sec. 3307). R 45— - Exit and smokeproof enclosures (Sec. 3308 & 3309). A/ Exit signs and illumination (Sec. 3312). .` Aisles & seating (Sec. 3313).. s�` Exits for occupancy groups A-E (Sec. 3315-3319). 4% Page 2: 1....... 0. - 'IN? f &NW -47 i LON" A% %AWI% TVZ GW. sem'.* no CG1 E. ENGINEERING REGULATIONS DESIGNQUALITY, MATERIALS AND DETAILED REQUIREMENTS �ovCo(�4/1j� Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). �! Veneer (Chapter 30). himneys and fireplaces (Chapter 37). Engineered plans if required., VI -Plastics (Chapter 52). Excavation and grading (Chapter 70). iT. Continuous or Special Inspection (Sec. 305). Factory or other certification. (�O.. LAN poils or compactiondata.• oise regulations. Footing reinf. Min. Two #4 bars (cont.).. Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor'- Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral:' 1. Roof Diaphram. 2. Shear Walls. 3.- Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. 47 Co 1p ire Ll Z. 6,x q 74, 0 0 PC Fee = P2,3 7%5 4e ss V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PER NO.QQ 7 County Center Drive - Oroville, 061ifornia.95965 - Telephone 916/534-4541 .�/ � >/ r APPLICATION AND PERMIT / ASSESSOR PARCEL""''yyyp BER cf`t — �"% -7/ ZONING C — Z B941LEDING PERMIT ow R LDP/RA5 500/4Z) eA-sem' TELEPHONE SQ. FT. 0,9b. BUILDING VALUATION OWNER'S MAILING ADDRESS M KT °his IsaA1 lD sC,4p1A1 HONE NR CTOR'SMLI G A_DD ET Fireplace CONSTRUCTIONLENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILD%G ADDRESS/ �Zrol PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 . Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other AEOVP amu%% SPECIFY Building sewer Lawn sprinkler system 5:00 f7 TYPE OF WORK New ❑ Addition ❑ Rye%ode 1 ❑ Utilities ❑ Installation ❑ Other Describe work: 21w� ie�g-r f 2 elp /,�% 3 Permit Fee $,170.00 ontractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP LESS 5.00 Main service EA. AOD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.9) OR ADONS. ACC. BLDGS. 2�sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �j License No.3%0 / 91_) Classification e'— —2L--7 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I-Ou LET 2,50 ea NO BRANCH CIRC ITS )l NEW CONSTR ( POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. sD @ za¢ Ex. OCCUp OUTLETS OR FIXTURES BAL�1 IXED APPLNS. OR EX. OCCUp.�OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declar r penalty of perjury (check one): ffTr he permit is for $100.00 (valuation) or less. AJP ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabiliti s, judgments, co ts, and expenses which may in any way accrue against s Coun c9pWquenQd of the granting of this permit. %� D e ignature of Applicant — Owner Co or Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ �Oc) OCCUP. GROUP TYPE OF CONST. PARCEL PD HD IssuE This ermit iS hereby issued under si s f the Butte County Code and/or W, rk ndic ted bove for which DI ECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS p Date//�/ --�� Receipt No. 581386 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT • 5 °ba�o�y .. al c m o � N c m o O` W V �> LL. • U -- - -- pl, 516N 51TE PLAN Q RKIN LOT r r r ol •i �i VS.D �. r , APP i.alth dow wo W ALL RO A� i N ,yh %w I 50ALE- 1" n 50'-0" 1 i This set o kept on the mak4 ony changes or alteraTI076 on__- writtenp*rmi'ssion from the Department of Public " Works, County of Butte. I 1-7 s & Worktlicns6bp Miall Be in ;ognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and.. the National Electrical Code. C5 ma"..- —`-- t t.c' .;:. ., 0 4.` n qL \i F 1 � ^` �. <�: • �!.U�'•' �d flu® ISS o�Ja $2 q A �' 1• r F I .. . ( A setback o<D from the f ___ --- property lines and a setback of 50ft. fr a road centerline shall b ar n� `� structures or equiprrien except for a 2 ft. eave.overhang. S A TE i (! ,C? ! ;f ' ! > < .� y T' �^ _ __ _ _-�_.... _ _ ._. / �•� J ! � ..^! T-�., �_r A. `• _._..._. s ! T E- ZQ K NS L 7-V -- CH L !`! E[11CfICZ�• 34F0 ,S.'C.'! R;£sEL! $QA/r'i - 9:>. C75. -9QO+'°!D^_ RS?`!h'� ��. ctr�1C 4 8`� -kF0P- CM '•C.O,CAr_.!F0;ZN!-A i!�f5r01LL!>-T!C,Nj .A5 1 T ��, , AIdITE �t+�;'E 'A'o:_.._.`' T -H -QE' f?�c °�0 L�5S7-4.CL Eh5 ,4Tq�?c � ,. ` .� r Q 9 7 7 �- �• r r r L A-*'! G' ' Q A. 1 T• y"+_-,:• %._. 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