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Home My WebLink About007-260-0790 7J�,ES RIDDY INC Rd�, Chico •-86B(new office bldg) Contr A Viking Plumbi ----- Perm, t#2325,-86P(plbg/179 6) � $2 9 Contr: Diversif' Ele Pe,emit#2914- (ele/1795-86) Co -: -Jessee 'Htg &-AC. _ .... P rmit#3000-86M(mech/1795-86) STATE CABLE T.V, , ,Ar 427 EaV p t.on Rd, Chico Q Permit#3286-86B(new tower) V ! 02-1309 AT & T BROADBAND 427 EATON RD., CHICO CONT: FRANK ELECTRIC 6P -QJ -07 Q) CIRCUITS GATE &CARD ACCESS 1 � T= M , V i 7J�,ES RIDDY INC Rd�, Chico •-86B(new office bldg) Contr A Viking Plumbi ----- Perm, t#2325,-86P(plbg/179 6) � $2 9 Contr: Diversif' Ele Pe,emit#2914- (ele/1795-86) Co -: -Jessee 'Htg &-AC. _ .... P rmit#3000-86M(mech/1795-86) STATE CABLE T.V, , ,Ar 427 EaV p t.on Rd, Chico Q Permit#3286-86B(new tower) V ! 02-1309 AT & T BROADBAND 427 EATON RD., CHICO CONT: FRANK ELECTRIC 6P -QJ -07 Q) CIRCUITS GATE &CARD ACCESS 7 02-130 007-260-079 AT &.T BROADBAND 427 EATON RD., CHICO CONT- FRANKELFCTRIC CIRCUITS GATE -& CARD ACCESS '/1 ze'l '- COUNTY -OF BUTTE- DEPARTMENfi OF 6EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •' Oroville,'California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-13M ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER T k T TIV nn_ TELEPHONE sa_/. 9n SO. FT. OCC. BUILDING VALUATION OWNER'S MAILIP4G ADDRESS AAM T I& n 1'Q'AtA 0-1171 N�l` DVv �• -.. -� ✓�•� - ''YELEPRONE CONTRACTOR'S NAME F fttii Fid C1f -. ..(IACt _ -=!C CONTRACTORS MAILING ADDRESS .r / 7I (l #t DTttf' TG' 7 tII1 �1 / G.' VD Ott A�A4A CONSTRUCTIONLENDER- . �u- Fireplace LENDER'S MAILING ADDRESS + Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 427 UTON RD, CHICD Energy Plan Checking Fee $ $ t (t PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP I PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other co*1MI+'D„If''TAT �r"wSPECIFY- A Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 0 Installation ❑ Other ❑ 1 Describe Work: _ ADD 2 CIRCUITS.' FOR GATE rMTROLLAR, AAD 1 CTRCtTIT FOR CARR ACCESS' i`aYSTI . Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE S ' *•' ELECTRICAL PERMIT Fling Fee 20.00 E00V OR LESS Main Service 20.A OR LESS. 23.00 - J LICENSED CONTRACTOR'S DECLARATION I 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. (� �() P.. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and ProfessionsCode for this reason WORKERS' COMPENSATION DECLARATION I 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' 7 compensation, as provided for by section 3700 of the Labor 'Code, for the f performance of the work for which this permit is.issued. I 'O I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 7148 I /' ,',.i - 1 1 Policy Number „� r 42C1 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Iocc ❑ 1 certify that in the performance of the work for which this permit islissued, 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. l X��: •' //� /,N er r Date ��3/ o 2 _ `Signat ure� of Applicant"- lj�Owner ❑ Contractor ❑ Agentr / An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. BLD SQ�: NEWNSTOUTL NON-RESCOID.. MULTI.CUET 3 @7.50 2.50 APPARATUS a SINGLE ovrtEr cw. Ex. OCCU OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Ex. Occup. ouTLEeorsA Ao °eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 42.50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ coNST.TYPE TOTAL FEE $ 42.50 HAZ. D. FEES IMP ROOD CDF PARCEL PD HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated afor which fees have been paid. bove S•�.��- By Date -7)r� t '��i PERMIT EXPIRES�O `✓' Date ReceiptNo. 353802/$35.60//353716/7.58 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1309 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 9441 N GROVE 1 -NIM -IS -TRAIL DR, FRESNO 93707 CONTRACTOR'S NAME ONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 427 EATON RD, CHICO Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities I$1 Installation ❑ Other ❑ Describe Work: ADD 2 CTRCTITTS FOR GATE CONTROLLER. ADD 1 CIRCUIT FOR CARD ACCESS SYSTEM, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 I O 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. ❑ 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued: r I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier z u e rA Policy Number �� (AJC-, _35'q3K94A (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date L5/2--3/02- Igna re of Applicant-- ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A 1000A 46.00 ToNG . cuP. 3.5Qs°' NEW CONST DWELLING WEwEE oCCU OR ADONS. 6 ACC. BLDS. FT. NEW CONST. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS3 @7.50 22.50 POWER APPARATUS a swoLE OUTLET cIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @'.50 PPINS. OR EX. Occup. ouFTE' A5.00LErs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 42.50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee 7$ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 42.50 HAZ. D. FEES IMP I FLOOD I COF PARCEL PD HD I ISSUE X This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab' a for which fees have been paid. S.a3' By Dattel ,l PERMIT EXPIRES Date Receip7o. 353SO2 X5.00 (,/�5�71 (7/$7 5(1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1795-86 Priddy PERMIT NO. PERMIT EXPIRES .w OWNER STATE CABLE TV CONTR. owner ASSESSOR PARCEL -7-26-79. LOCATION 427 Eaton Rd, Chico Temp. Power Pole Called PG&E Temp. Elec., Service Called PG&E Temp. Gas Service Cal led PG& E JOB FINALED (Date) Signature ____ J = OK O = Not OK - = Not Applicable * = Not Ready MOBILEHOMES t' MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'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 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 2. Footings; Size -Depth -Spacing -Connectors _ 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.-Rtg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ P'L"ft./ /"LPG _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector - 3. Pool Structure; Steel-Connectiohs-Thickness-Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit• 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 -I Date Card -81 Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single * = Not Ready Date UNDERFLOOR (Plans) OK except#'s Date and Duplex) FRAMING (Continued) 1. zon requirements -Setbacks -Easements Arl'rtg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 48. 49. 50. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /'' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access _ 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V. Fall -Fittings -Test -2 way C/O -Sewer Test 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. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI- Daie tf �� Card-BI Date Card-BDate Card -BI Date Date PLUJNBING (Permit) OK except #'s 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 57. Smoke Detector Card -BI Card -BI 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe: Test & Anchors -Nail Protection 16. D.W.V.: Test-Fttngs & Anchors -Nail Protection 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub& Shower, 2nd Floor -Tub Access 19. Gas Pipe_Size & Anchors -- - Date _ _ Card -BI _ Date Date Card -BI Date 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Card B-1 Card B -t 20. Fixture & Transformer Clearance - Ins. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 23.' Romex Installed Close to Edge of Studs _& C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen & Conductor Size 26. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral Yes JNo 28. Service -Riser Conductors & Ground -Main Disconnect- 29. Equip. Clearances: Panels-Motors_Mech. Equip. - 30. Clothes Closet Light -Shower Light - Date Card -Bi Date Date Card -BI Date 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails &Deck Construction -Post Caps 74. Fdn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters []Yes ❑No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. 82. Ventilation throughout House Glass Protection Date MECHANICAL (Permit) OK except #'s 83. _ Corrections from Previous Inspections 84. _ Gas Test -Meters Tagged; Gas -Electric Card -BI Card -BI 31. A.C. Ducts. Insulation &Support _ 32. Vent Fan: Exhaust above Insulation _ _ 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 _ Date Card -BI Date _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. En eggy Compliance Certificate -Other Certificates --- - -- Card -BI Card -BI Date Card -BI Date _ Date Card -BI Date __- Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'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) 40. Fire Stops. Furred Ceilings -Stairs -Chases -Tub 41 41 Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnp.-Rfng. 44. Fireplace Ties or Type A Fiue-Fireplace Throat 45. Attic Access. Size & Romex Protection -Draft Stop -Ins. Battles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE Anentry must be made each time you visit job site) Com rents at Final: 1 'E'CL/l�elrl 17/PI� ' December 10, 1986 State Cable TV 1015 Mangrove Ave Chico, CA To Whom It May Concern: This letter certifies that the engraved glass panels provided to State Cable TV on 12/2/86 for our work order # 8610-44 utilize laminated safety glazing material. . This material carries.the certification by its manufacturer, "16 CFR 1'201 CAT II'." These panels comply.with all restrictions imposed by section 5406 of U.B.C., 1982 Edition. If you have any questions, please call. Sincerely, "Tom General Manager Manufacturing Plant Danville Sales Office 9296 Midway _ P.O. Box 477 121 S. Hartz Avenue Durham, California 95938 Danville, California 94526 (916) 895-0752 (415) 831-0655 I r L- COUNTY OF BUTTE - DePARTIVIENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95969 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N0. /' ASSESSOR PARCEL NUMBER �— �7 ZONI G BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION 61, esoc;i, . t'9tzi, OWNER'S MAILING ADDRESS PC) a o< iSSq c s z CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER ® UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S AILING ADDRESS Permit Fee $ -S ro ARCHIT CT OR ENGINEER �rnttN LICENS E NO. Plan Checking Fee $ .� Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADD Ess 90 /2 S 42% Penalty $ BUILDING ADDRESS V �a+O>J 2 Permit fee $ -/ -40i PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF El Duplex❑ Mobilehome❑ Other—r0%.e.< SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00ea TYPE OF WORK New x Addition ❑ Remgdel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: C� `Tp� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 4S- b Main service eoov100 oR LESS AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� OR ADDNS. ACC. SLOGS. , /20sgft NEW CONSTR. U TI.OUT LET NON•RES)D BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCcup�OUTLETS OR FIXTURES 20®@00 eALoso FIXED APLNS.- Ex. Occup. OUTLETS P(RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. spry I have placed on file with the County of Butte Building Department J� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g 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 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 a abilities, judgments, oed expenses which may in any way accrue a in t saia"CaIITTty-'n-s of the granting of this per it. ate X Date-731v:' Signor re f Applic m - Owner❑ Contractor ❑ Agent � An OS ermit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ •4 . -7 oceuP. ST.Tr c FLooD PARC PD Ho ssuE- This 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 ?/ Receipt No. 6g5"I WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 3 j—DEC , 94 /DO IAI Ivor 5610u,N o^1 PleCkIi% �64A)S ¢eqces t->&rGj /did � 7'29cc�E2 e COUNTY OF BUTTE - DEPARTMEN OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA"95965 - TELEPHONE: 916/534-4541 w / PERMIT APPLICATION -DATA SHEET 1 Permit No. OWNER S-�af�. �a FaA. P. No. -7 - ;Z (0 ' 79 AtProposed Building Use ��e1" Building Inspector Date __L1 1-3 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, signed by preparer of plans. . �3. Complete pia plicate./tri cate, signed by preparer of plans. omplete ngineere lans and calcs ith wet signature on if I`Vn2':0 l s 5. Plans wit rgy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . , , . 9. Letter of signature authorization. , . . . . . . . . . . Sanitation approval from C k I t -u Health Dept. Planning approval for (A) Use: A Larking: murIc 1 Certificate of Workmen's Compensation Insurance. . cz, r- a 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . , 16. Mobilehome Installation Data. . . . . . . . . ti 17. Pre -Inspection for Pre-Inspec. request to Required. Building Inspector (Dote) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone 3'y2 X531 and hold for pickup a4�1<0office, Deliver w/inspector. Other Z�Z!Date Applicant c 3 - Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted VtVrmit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, esFner., wner,�was advised of above required data by %�phone_mail—counter by� date�_�Q�g� Contractor, deswner, was advised of above required data by—phone —ma II—counter by date Plans checked by �� • Date /-&-&Plans approved by 2— Sets of plans on hold in V Rle cabinet AP folder i - Flours: 10:00 a.m. - 3:00 p.m. Copy—DPW TO: Building Department FROM: Environmental'Health, Chico SUBJECT: Sanitation Clearance Owner Location AP# Plan approved for: sewage disposal water supply Hold final for: water supply Final clearance O.K. for: water supply EClearance for bedroom mobile home. Other Note*** Sanitarian zz /Z Date `PERMIT N0. 1795-86B PERMIT EXPIRES— 9AVA9 OWNER CHARLES PRIDDY INC, CONTR, ASSESSOR PARCEL owner 7-26-79 LOCATION 427 Eaton Rd, Chico o✓" �"�/ � .v'a�V . — "fir Temp. Pow LCalled Temp. Elec 0 IleCalled I. CVvi C-4� v u Temp. Gas S Called P Z. JOB FINALE Aj ��- �-�4.U�Q �•��V 5 �� Signatur `(40P� _ ,_ _,A rin I OFFICE COPY tide i Address7� • ij GAS r Meter By Date ELECTRIC Meter By ` OFFICE COPY ` Address GAS ' M Date i EL CT Meter By ate 10 i CCUNTY 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 1795-86 for the following: Use Classification Office Building Cir Address or Location 427 Eaton 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 Z--- C' Date 1/28/87 By POST IN A CONSPIC OUS PLACE J.F. Glan _ r . 2.. ,.T r (Over) �+s (Over) j COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541- Skyway 34-1541Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE of)y 17��- r1WNIFR i PC❑ 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 Tatter o need additional explanation, 'please contact this office immediately. Mj&W��MA4 / /j — r //-q cof'rZvq Inspector_ — Date_ --- 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 et2iclo ER 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. /II -tk-P-FZahft— Z>cD0 Q/S J Inspector__ ._ (� v Date —L Z 3 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 RRECTION NOTICE 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 z a Owner: Permit No. ENERGY CERTIF I -CAT ION LOCATION A.P. No. ROOF Material Thickness(inches) DESCRIPTION OF INSULATION Brand Name 'Thermal Resistance (R Value) EXTERIOR WALL Material_ - Brand Name. �.✓ �____ Thickne s(inches' °' Thermal Resistance(R Value) -22__._ CEILING4 .Batt or Blanket Type_z_.e-!4�L,,- rand Name Thickness(inches)�'• _ ,; Thermal Resistance(R Value)_,�Q�3o .Loose Fill. Type _W .Brand Name Minimum Thicknes�(Inches)Numbei of Bags Wt. per'bag � lb. Area covered(ft. )______. Thermal Resistance(R Value)__�� FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches)__ Brand Name Thermal Resistance(R Value).- Brand alue)_ Brand Name _ Thermal Resistance(R Value) FOUNDATION WALL L Material _ _ i"Bland Name Thickness(inches)Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in.,�4:o7mnce with the State 9.f -Ca-. iforn"fa Energy. Requirements. 11444c 'ns :Ingsulifion CoA.. Inc. 017 INSTALLATION APPLICATOR. #378407 STATE CONTRACTOR'S LICENSE NO. :�" DATE: I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required xby the State of California I:n.er . ': Requirements. All erjuipment, devices and materials are of the quality prescribed or are specifically approved by the State o.f. California. FIRM-NAME/OWNER (Please print) S'L'ATE; CONTRACTOR'S LICENSB NO. SIGNATURE OF C ENERAL CONTRACTOR OWNEER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL I148PECTION APPROVAJ I,&ND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 .o J y OR 0 = Not OK - = Not Applicable Not Ready 'Date UNDERFLOI . oriweft - - 2. FAg._Mil 3. IFtg., Ge TI/� "rig and Duplex) lans) OK except #'s tments-Set s -E ments ils-Std -Elec. Grnd.- / Soils=Steel- / /" Ftg. Depth & Decks; Soils -Steel- / /" Fla"--Fi T t-2 way C/O -Sewer Testas Pipei t. s or ater Pipe: Test-Anchors-Regulator-Servi Test I -tric; Underground __ _ ucts; e - - S. irders-Sills-Anchor Bolts -Joists -Vents -Cripples ' baIeQ�l� and -BI Date i/1 .7 _ Card -BI- %1k.Dat��dj6 Card -BI Date I Date is PLUMBING (Permit) OK except #'s I 14. ytater Ht.: Vent -Access -Combustion Air MECHANICA (P , t) O except #'s 1� er Pipe: Test & Anchors -Nail Protection (- 18' D.W.V.: Test-Fttngs & Anchors -Nail Protection 31. 32. 33. 34. 35. •17. Shower Pan: Test, First Floor -Tub Access ater . Sew 18. Test Tub & Shower, 2nd, Floor -Tub Access -- 19. Gas Pipe: Size & Anchors Gard -BI Date Card -BI Date -- Card-BI -- Date Card -BI Date Date ELECTRICAL (Permit) OK except #'s 20. Fixture & Transformer Clearance -Ins. Protection 21. Elec. Receptacles spacing -Lights at Doors 22. _&_Switches Size Boxes & No. of Conductors -Stapled 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water / - 25. 2 Appliance Circuits in Kitchen & Conductor Size U Y 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al "�27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral Yes 'No 28. _ Service -Riser Conductors & Ground -Main -Disconnect 29. Equip. Clearances: Panels-Motors-M_e_ch_ Equip. 30. Clothes Closet Light -Shower Light Date FRAMING (Continued) 48. Property Line Firewall & Openings 49. Ext. Doors -One'3'-Check Garage -3rd story, 2 exits' ' 50. Stairs; th-Headroom-Rise' Run -Landing -Fire Protection_ _ 51. PI od on Roof Overhang -Attic Vents -Rafter Outriggers_ - 2. ing-Nailing-Veneer Qi . Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access Area -Glass Protection-Skyl ills; Nailing -Bolts 7. r t>; i/ .irJi tillW:iV��:L:H71C�� iL'E Date Date Date . Date t FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection-Landi -67- S e Detector Furnace Vents -Clearance -Comb. Air-Conne( age; Above Floor-Ducts-Mech. Protecti •-69r7Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 61. Elec.-Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails 69. f Fireplace or Stove; Clearances -Hearth --e4-Elec. Outlets at Wood Panel; Int. & Ext. "65^Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance �= B-Elec. Outlets & Receptacles at Kit. Counter tom -Garage Fire Door; Swing -Landing -Closer 68r-A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In arage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location I eceptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic NTees -T3- GqpxdRails & Deck Construction -Post Caps dn. Vents & Crawl !-tole Door -Drainage & Wood -Earth Clearance Lamed under Floor, ❑ Yes lt&Following instl . Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; 'Planters es 0_ No YJ 6. Stuc' ; B wn-Finish. 70-11A.C. Unit; Disconnect-C)rnces-Brkr. & Cond. Size -115V Outlet - $)3./Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. .. . Water Well; Disconnect, Electrical, Plumbing Up txterior Elec. Trim: G.F.I. Receotaclp-Hridernrounrl Card B -I Card B -I Date Card -Bi _ Date Date Card -BI Date on lass Prote Datc MECHANICA (P , t) O except #'s orrect ions (- Ga St-� Cato -131 31. 32. 33. 34. 35. A.C. Ducts. nsulation & Support _ Vent Fan: Exhaust above Insulation - Condensate Drain & Overflow: Size _& Grade Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet __ Attic Access & Platform if Furnace in Attic - _ Date' C d BI ' _ ater . Sew nergy Corr -- - -- --- Card -BI Date from Previous Ins ections eters Tagg!Na Electric �(Rjjy er o netted- 6 to Grade -HD Appri pliance Certificate -Other Certificates ar - Date _Card BI late o Card -Bl Date Card -BI Date Card -BI Date J�pte AMING(Plans) OK except #'s Com lents at Final: Sills; Proper Material & Anchors _ ,. le -7 Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound !! e -aa ri-ng alts over Girders & Floor Nailing LD -7 3 Dr t Stop in Walls (rat proof) 4 ire Stops: -Furred Ceilings-Stairs=Chases-Tub__ %eader & Beam -Size & Bearing ylangers-Post Caps-Anchors-Connectors -Rflr. -P-Roof Brac. -ShtIng. Rfnq.1,e�7 Cing. Joist Tr /s aeplaCi� Ties or Type A Flue -Fireplace -Throat Attic Access: Size -& Romex Protection -Draft Stop -Ins, Baffles T 46r-B�f§Ar:-W4ridows or Exiting Doors-Sill Hyggt.. & Dimensions (NOTE An entry must be made each time you visit job site) Date J=OK 0 = Not OK - = Nqt 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.-Con nec.-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./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. T 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 k's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability ' 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5.Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 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 -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Californja 95965 Telephone 916/534-4541 APPLICATION AND PERMIT ASSEOR P C L NUM n -- ZONING BUILDING PERMIT OWNrh, TE PH NE SO. FT. OCC. BUILDING VALUATION OWN R'S MA&NG DRESS i IV,a -do V CONA R'S AME TELEPHONE �O CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNO Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ AR E T OR GIN ER LILEN� N Plan Checking Fee 11 Energy Plan Checking Fee $ ARCHITECTOR NGMEER'S MAI'LING DDRESS Penalty $ % ssZj BUILDING 4ff?RI,,E''SS // ,moi _ 4tgtl Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 s Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME P A R C E L:_M`1CP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTU ` ;/J / SF [IDuplex❑ Mobilehome❑ Other��(L/ ` SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea' TYPE OF WORK New [V Addition ❑ Remodel [:1Utilities ❑ Installation❑ Other F1 Desc ibe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6011 OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess Io s Code nd my license is in f I force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.tr , A 2/x sqft New CONSTR.( UC TI OUTLET 0ea NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200506DALo30 FIXED A Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, i nify and kee harmless the County of Butte against all li lilies, jud me ts, costs, and ex enses which may in any way accruerJZ0 ag aid C unt n co se' uence o th granting of this per it. X S Date �� Signature of Applicant — Owner ❑ ontractor 54- Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , s ocCUP. CONST.TYPe ' - JF1oD PARC PD Xlj7 j This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECXOR OF PJJBLIC s B k ° y PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date r -' Receipt No. / rJ WHITE-D.P.W., YELLOW-ASSEOSOR, PINK -INSPECTOR. G LDENROD-APPLICANT t , x OWNER J ' COUNTY, OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,.CALIPORNI*-05965 - TELEPHONE: 916/534-4541 4 1 11 PERMIT APPLICATION DATA SHEET NO) JPermit No. ✓, I(° S ✓, t C1 V A. P. No. 1-- Proposed Building Use I I, JD I -I i c e- fc L Permit Fee Based Upon: Complete Contract Pric D W Valuation Oth r xplain) Building Inspector Date— At ate 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. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . Statement of Intent r Non -He a and C Buildings. ., 8. Fees of $ „�'�>>� 'f' - 9. Letter of sigli�tu3r3authorization.� ; . . . . . . . . Sanitation approval from ((�� I �- Health Dept. Planning approval for (A) Use: (B) Parking:Q�� 2. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) /,�. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) -112r . . . . . . . . . . . f Improvements may be required. f 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec. request to , 1 Pre -Inspection for Required. Building Ingfor (Date) Record d �f to I Acknowledgment Statement . . Other 5fft PM 1Construction approval required r to occupanc Whe you issue the i ess as follows: Mail owner.8 Mail to contractor. Telephone and hold for pickup at�0 fice. Deliver w/inspector. Other L Applicant V Date o �T� 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 ati f ppI at• n ircle item.) 1. Index permit for above Items No. 2. Additional items required: d (Contractor, Designer, Owner) was advised of above required data by; Telephone Mail Other By Date Plans checked by Date Plans approved by Date Other: of Copy—DPW TO: Building Department PRO?i: Encroachment Permit Section RE: Driveway Clearance owner location pp # ll Driveway permit 9� has been issued for the above property. • U 9 i -Aure date Building Department ., r FROM: ;,.' Environmental Health, Chico SUBJECT:i.Sanitation Clearance 0 er Location AP# Plan approved for: sewage disposal ---r—� water supply Hold final for: water supply I• V Final clearance O.K. for: water supply Clearance for bedroom mobile home. Other Note••$` ILI Sanitarian nate V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT RMIT NO`C/e ASSESSOR PARCEL NUMBER - --?..,a. _ -� ZONING BUILDING PERMIT OWNER TELEPHONE S0. FT. DCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2515 RnmAda, Chirn- CA_ 95926 CONTRACTOR'S NAME y^\ . (1 -/ V\�►f�s� GY1'pN TELEPHONE CONTRACTOR'S MAIL ADDRESS aMM ..e,,, _y��--995 CONSTRUCTION LEDER UNKNOWN Fireplace 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 125 W rdChico,Permit fee $ BUILDING ADDRESS Off Eaton Road PLUMBING PERMIT PLUMBINGRoad Filing Fee 10.00 CHico CA. 95926 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 -La me r r. i a l O f f i c _ SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: F1 Prtri rR1 — %V '71 r_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR LES Main service i°o°o AMP ORS SLESS 1 10.00 10.00 Main service EA. ADD'L 100 AMP 5 2.50 12.50 NEW CONST. DWELLING OCCUR.& OR ADDNS. ACC. BLDGS. 2th¢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 m license is in full force and effect. Y License No. L�5L�31�5 Classification (�1 n ❑ 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 NEW CONSTR.ULTI-OUTLET 5 .50 ea 125.00 NON-RESID BRANCH CIRC ITS NEW CONSTR. /POWER APPARATUS &'\ NON-RESID, %SINGLE OUTLET CIR. / 4 20.00 Ex. Occu z L@304 P�o OR FIXTURES 9AL®ao FIXED A Ex. Occup. OUTLETS P(RESID.)REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 177.50 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 shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building constructio , and hereby authorize representatives of the Countyot Butte t enter upon the Bove -mentioned property for inspection purposes. I also a ree to save, i emtand keep harmless the County of Butte against all Iiabi ities, judgmen ,s, and expenses which may in any way accrue again t aid County i c nnce of the granting of this permit. X Date 9/29/86 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 $ % , Sa OCCUP. GROUP 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 IRE OR PUBLIC BY /per` PER EXPIRES Date r/ the applicable provi- resolutions to do fees have been paid. WORKS D to ' Receipt NO._.n�i WHITE-D.P.W., YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ERMIT NO. oa- ASSES OR PA �/f C.EL 1` M ER ZONING^ BUILDING PERMIT OW r' T LE H NE „/, T11 SO. FT. OCC. BUILDING VALUATION OWNS ' �AILI G A RESS n I, c b CONT CTOR•SeNAME P TELEPHONE CO TRACT R'S MAI ING A RE S/1 FY -6 ` (`// ` Fireplace CONSTRUCTION ND R UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ` Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURGas C `e CV SF ElDuplex❑ Mobilehome❑ Other 1 SPECIFY piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10-00 ea' TYPE OF WORK model ❑ Tlities ❑ .Instal IatiQn ❑ Jathyer [X New ❑ Addition ❑ aer, Describe work: meo 0 r .i/ /) _!/I GIS '� l/,::2 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSs and Professions Code and my license is in full force and effect. License No. 4054a Classification C 'ab ❑ 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 LIN CCUP.AI\ yz¢sgft oR ADDNST DWELGS / NEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e\ SINGLE OUTLET CIR. EX, Occup( OR FIXTURES 3AL0300 120&030 FIXED APPLNS. R EX. OCCUp. OUTLETS IIRESID 1EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. pf I have placed on file with the County of Butte Building Department �l 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. MEC ERMIT Fi UN Fee 10.00 Heating .9,5-C)0-06-00 4-,190 Coolin :t� ��CQ 4 - 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 expen s which may in any way accrue ag 'ns said Cou in co equence of theS)ting of this permit. 'O 1 8C X Date / y Si atu a of Applicant — I Owner ❑ Contractor 5n Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ` TOTAL PERMIT FEE $ 101 Occup. CONST.TYPE I 7LOODIPARCELI PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIMT OF PUB B PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. I WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT T TO: Building Department FROM: Encroachment Permit Section RE: Tti:veway Clearance /ease`- /lalle, 7 ZE� 7-1111 owner location AP # Driveway permit has been issued for the above property. ;. number v k sign 13,Kre date V 1, ox) 1, � fg`6F- 9 it /Uo RESIDENTIAL BUILDING LOAD CALCULATIONS-ASHRAE METHOD MICROPAS SIZING Pr of e c t Title .. KENNEDY HOME Date: 5/8/86 Cover Page Run Title ...... FIRST FLOOR EAST -------------------------- Owners Name .... KENNEDY ---------------------- Location ....... CHICO 0 (checked by) ---------------------- (date) <Q <: MI CROPAS 2.0 F i l e-KENNED`r`A Program -HVAC SIZING > > ? i HEATING AND COOLING LOAD SUMMARY -------------------------------- BUILDING DESCRIPTION: Floor Area .......................... 106 sgft Volume .............................. 13648 tuft DESIGN CONDITIONS: Weather Location .................... C:HICO Latitude ............................ 39.5 degrees 8 00.6 hVFWoAv p�ic0 ~,r7 i "W -V. - 1IP2ti/o4,VDysa4 Z . Cousc�� ojv *4 1,erwe Co�vc S�.r, ^W 'va T- �'9�cd 7�-� D�� Y COMPLIANCE CHECKLIST _ PQ 1• 5l^ce. 4 Building Shell Measure Points *Total Floor Area . . . -f t2 1. Slab -on -Ground Perimeter _�ft; Depth �in R-' 2. Raised Floor R -Value . . . . . . . . . . . . . R- 3. Ceiling Insulation or Construction Assembly, R -Value . . . . . . . .. R- 4. Wall Insulation,or Construction Assembly,R-Value R-_ Glazing Total r Floor, Area Single Double Triple-- 5. riple:5. North -Facing .✓� 7 ft2 ' f t2 f t2 Q 6. East -Facing ft2 ft ft 7. South -Facing . . ft2 ft2 ft2 S. West -Facing , . ft2 ft2 ft2 9. Skylight . ft2 ft2 �. 10. Shading Coefficient (exclude overhang) a. East . . . . . . . . . . . dj SC - (� South SC COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 42 ASSESSOR PARCE NUMBER 7 ZONING BUILDING PERMIT OWN15 TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWN 'S AILING ADD S I� CON ACTO A ~ 9ADDRE TELEPHOpN-E v CON R CTOR'S ILI G S Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARC CT OR ENGwMEE, LICENSE No.Plan G./ Checking .Fee $ Energy Plan Checking Fee $ RCHI ECT OFj,ENGINEER S AILING ADDRESS ((��j�(" f Penalty $ BUILDING ADDRESSS - J5�r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 t Each Trap 2.00 p Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping _ 5.00 Dov Each qas water heater or vent AL4 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome❑ Other SPECIFY/ Gas piping system 1 - 5 outlets 5.00 &10 Building sewer 5.00 Wk Jr -00 ea 61 Y7 TYPE OF WORK New ❑ Addition Remodel ❑ tilities Installation❑ Other Describe work: . /! _ Permit Fee $ % , C7 C2 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eDOV OR LESS 10.00 100 AMP OR LESS Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar unpenalty 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 5nd effect. /� License No.��-�� Classification L% C� � / l✓ ❑FIXED 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 DWELLING OCCUP.81 YzQsgft NEW CONST. ACC. BLDGS. I OR ADDNS.der NEW CONSTF U TI.OUTLET 2,50 ea NON.RESID BRANCH CIRCUITS) POWER APPARATUS tr (SINGLE OUTLET CIR. . o O EXOccu p� UTLETS OR FIXTURES 5ALALO 300 P Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 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 10.00 Heating Cooling Hood 3.00 Ventilation Pennit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 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 Id County ��onseejobthe granting of this perm' . X Date / ure of Applicant — Owner Coneraeror Agent KnOSHApermit is required for exc ations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occup. CONST.TYPE I IFLOOOIPARCFLI P HD ssuE 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. D RECTOR OF PUBLIC WORKS y / BY� Date ' /41 PERMIT E ate Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Inter -Depart • Iemorandum To: tand Development Section, DPW FROM: Building Division, DPW SUBJECT:. Improvements and Storm Drainage Clearance DATE: July •1, 1986 We have recently received an application to -construct a New Office Building (use) by Charles Priddy Inc "_ a. -w <• (owner and/or contractor) 427 Eaton Road, Chico ., at (location) i A.P. No.' 7-26-79 PermitlAppin. No. 1795-86 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 IT Improvements and drainage plans approved for construction. / / Improvements and drainage not required for construction. -fi=r Other JU 5'4 61k9to ( pecify) (signature) (date) . �� 1196 Return to DPW yU� CQM ��L4 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT RECORDED W,OFFICIAL RECORDS �taA FOR RESIDENTIAL DEVELOPMENT OFBUTTE (tPtO;UEP FO"RaflA O?`G A7THE REOLIES�' OF ',niSection 26-8.1 of the Butte County Code requires this acknowledgement 'be recorded prior to issuance of a building permit. 86-250(;0 1986'AUG 4 PH 21 42 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this L ANOR.,4 BECKER property may be subject to inconveniences or discomfort arising from PERK=RECORbER FEE. the use of agricultural chemicals, including, but not limited to herbicides, pesticides and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. - All that real property situate in the County of Butte, State of California, described as f0 1 lows: Parcel 2, as shown on that certain Parcel Map entitled, "A portion of The w "Rancho.Arroyo Chico and Of Projected Section 9, T.22N., R.lE., M.D.B.&-.___ _ M.", Map was filed in the Office of the Recorder of the Cowity of Butte, - --- State of California, on October 2, 1979, in Book 73 of Parcel Maps, at Pages 38 and 39. ' EXCEPTING THEREFROM all that portion of Parcel 2 as described in the Deed r to the County cf Butte recorded March 25, 1981., in Book 2607, Page 32, Official Records. r ALSO EXCEPTING THEREFROM all oil, gas and other hydrocarbons and minerals, heretofore reserved in that certain Deed from Bank of America Natioinal Trust and Savings Association, a national banking association,.to Carl B. Waters,'et ux, as Joint Tenants, dated May 10, 1943, recorded December 15, 1943, in Book 317, Page 407, Official Records. All oil, gas, minerals and other hydrocarbons wwere'quitclaimed for a defith' T of not more than 500 feet by Quitclaim Deed recorded July 17, 1570, in Book 1624, Page 323, Official Records. 1V 71' DateAA :igust 4, State of California ) ) SS. County of Butte ) PROPERTY OWNERS: Od/this the 4th day of August , 1986 , before me, the undersigned Notary Public, personally appeared Charles R. Priddy,Jr and Mary Ann Priddy /X/ Personally known to me. L/ Proved to me on the basis of satisfactory evidence. to be the persons) whose names) are subscribed to the within instrument and acknowledged that they OFFICIAL SEAL executed the same for the purposes therein contained. BARBARA S WRIGLEY IN WITNESS WHEREOF, I hereunto set my hand and official seal. NOTARY PUBLIC - CALIFORNIA %T. BUTTE COUNTY MY Comm. expires FEB 29, 1988 Present A.P. No. 9-- Notary Public' COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature.. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) X,E S 2. I (have/have not) t1-AVP_;signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address . City Phone Contractors License No. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work AIAnrf 3L/7-f%z-2/.✓ CJ.... " 7,-._.. Signed: Property Owner -Svc-.a$ Security Number Date j/— 3-95,7 f NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ,.JOHN C. ANDERSON, ARCHITECT DATE JOB NO 125 W. 3rd.Street Oct. 1 1986 336-8-85 CHICO, CA 95926 PROJECT -- 0_ffice B1'd.g. for C. 'Priddy__ LOG gr,ON� - -- (916) 891.4242 _427 Ea.to.n Road . �_ONTRAt'iR ��__-- i O"AN' .7_.__..... e To Charles R. Priddy Priddy i.ddy. WEATHER .'..''. .�. I'.. 2515 Ramada ' ati 0.._� - -..----------..-----------_._...------------- --- - .._-___---------- PRESENT AT SITE 1 Chicon CA_ 95926 ' --- -- -- .. -- - -- FIELD REPORT #3. THE FOLLOWING '.4/AS NOTED: ITEM NO. 1 Provide blocking and necessary framung for ip at Hall 129 per attached Drawing 1/FR3. ITEM NO. 2: Provide window between Chief Tech #121 and Dispatch #120, -- -- - -- - - -- - -per - a t t -a c h e d -D r a w i n gam/ Fes. --------- ITEM NO. 3: Provide framed opening.between Box Storage #112 and Warehouse -p-e-r-at-ta-ch-ed-Dr-awing-3/F'R-3:------------- . . ITEM NO. 4: Contractor shall be advised, State T.V. Cable is system- -and wiring system- shold be installed withim wally to door and window locations (as Tocate�--by-others)--prior t -o fh"e'-cl'osing in of interior walls. ITEM -N.0.,--_5-;.he_..prefinis.h.e.d. _d.o-or frames shall be .KU'TU.MN BROWN color. Contractor shall be advised hinges shall be a brushed _.. b_x o.n z e.-f_i n_i• s_h_ _a d__.d-d: d�_x �c_k._se-t-s�_ s_h a l 1.-m-a_t c h. --h in g e f i n i s h rn S� s� rs► .. ... 9 OLUI G DOM,WEE rJ , DD l v i - .r Butte_Co_untX.;__.FLT._Engi-nee,ring:_—_L �� 1„j #3 File; - J n C. Anderson, Architect L CD 14 CLO. —./ w! LAZIr4G 'fuTEFD I t r�ooR ; W SOLIC> Gti�E N R _...._...._ zd • � CJI I I o wiRt. -- 1x�(: \I I..... :.�� ,� �.. ' II I • I I. i �G19 NUj 4- 1 1 LJ 112 1 ID t4i S4ALL PROVIO <� DID z I I GoUNTER ToP WITHFL ; I I I• N, I. G. I •I i 5tt'7r D le --3 WILDING DE ARTIly i _iNslt F.D•S. 2-oy -ou _-- it =WAI- - _ firi94E�L K -1 E(;�G :AWN :oM 5Hri4°g Fch,.t 07! john C. and.erson . 125 w 3rd st. :cllico, ca. •. 916.891-4242. project Office . Building S.W. Corner o.f. Eaton & S Hverbe'll Chico, CA For. Charles R. Priddy, Jr. Inc:. sheet title. ;Field Report j sheet no. :sli � err^ 1 ' LfXr i P. 21 J LOCK. AS it FE F CLG- i-iAfl. sl C) 7� 0 1. 1 GI 6� H R 1-1A L_ L, I.A 1-1, Z. _J F77rL,= . 3 PISPAT�FA 9 x 14 %2_ 11 r. U.0 Co- 2 x4 UTTF CO wlqly BUILDING DEPARTWE' APPROVED architect john C, anderso*n 125 w 3rd st. c 111 0, ca. 916-891-4242. project Office Building S.W. Corner of Eaton & Silverbell Roads Chico, CA For Charles R. Priddy, Jr. Inc. sheettitle Tield Report sheet no. A Ar ----------- - - - ------- ��__v LAV uw -1T L - P - Y. Sf)( PAP P, 53i v TWF I ........ 14 x 21 )ZI J CHIEF 5E= LC)C^. A-, ......... . . wddgty LDING D, ov E 7--T F F it architect L john c anderson 125 Nv- 3 rd st.- c.hico, ca. 916.891-4242:* .project Office Building- S.W. Corner of Eaton & Silverbell Roads Chico, CA For Charles R.' Priddy, Jr. Inc. sheet title Field Report. 1! sheet no: F'R slit I of date: 0, Z 84v COUNTY OF BUTTE.- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-534-4541 John Anderson 125 W 3rd St. Chico, CA 95926 With reference to the above subject: " Attached is: OTHER 0737MMMME.J.. REUffice Bldg for C. Priddy A.P. # 7=26-79 Application for permit Mobilehome Utilities Installation Sheet Building Plans _ Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced " We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER_- Eoalosed please find our approved acknowledgement of your field report #4. Please forward to Chuck Priddy and make this a part fif the "job site" plans. Should you have any questions concerning the above, please contact this office. w JFG/aj i Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector ''JOHN G.'ANDERSON, 'ARCHITECT 125 W. 3rd Street CHICO, CA 95926' (916) 091.4242 - TO Charles R. Priddy, Jr. 2515 a M`i a a Vay, Chic -or CA, -95926 FIELD REPORT'NO. 1 THE FOLLOWING WAS NOTED: DATE Aug 15, '1986 JOB NO. 336-8-85 PROJECT Office Building for C. Priddy LOCATION 427,")Eaton Road, Chico, CA CONTRACTOR Priddy OWNER Priddy WEATHER TV�.P. 0 at AM Oat, PM PRESENT AT SITE ITEM NO. 1: PLACEMENT OF CONCRETE FOQT1I.U,-SL--i e-v-i-s-e---D-e-t.a-i-l-s-9-/-S-=-2-a-'n-d-1-0-/S-=-2-p-e r a-t-t.a-c-h-e-d Drawing 1'/FR1,,and s.ttucbur-al. calculation 'sheet -A-d-d-e-n-d-u-m-#-I-,--s-h-e-e-t--I-o-f--L. -b-)- —D-e-t.a-i-l--I-/-F-RA-7-r-e-Lex'-e-mc-e-s—exl--,-.±-Ln-g f e-l-d-z-o-n.d-i-t I o-n.s found 8-14-86. c Contractor shall: -(-L)—R-e-m-o-v-e-a-1-1-e.x-Ls-t-i-ri g� -o-o-s-e--jrta-t-e r i a-l--Lr-o.m surfaces of existing footing pour.. Special —a-t-t-e-n-t-:Lo-li---s-h-aJ-l-b-e-nnid fn Rnntht-e-a-s-t-c-oz-n.ex ..at.-slab/footing. (2) Secure loose'A. bolts and holdowns as required ('3) Notify Architect 24 hours prior to intended pourfor coincide with Butte County's inspection. OUILD11111%7 DEPARTIMCINT, i#k-rP-1Z1GVE-1X . ..... . "j 1 D D Bu..t-t-i2..-C-o,.u.n-ty-;.B.10-a.s.an.t--V-a.1l.e.y-�--Redi.-m,l�x;:- .-M Poo L-1 # H`ile; goo -�E SIGP C11- John C. Anderson, Architect- ' architect john C. anderson 125 w 3rd st. chico,.ca. 916891-4242 _ 7/1 To 1 %2" A.5OLT5 EMBEDDED AS REQ'D. BY qlr•}LOCATION OF HOR12. d4 3AR , BUT 71' HIN.. Q fat"`To r- MESH �-- 4" CONC. SLAG WOOD i j i p� I 411.41 '(`)r. � +� I 3AA 1 o ; project .6 ;......fOP -X Office Bu Hdino' 1/2 IIG D, •i. , ,':: S.W.' Corner Eato Silverbell ;.. 1 Roads -. i' !.i G `Ilr•:: f i Chico, CA For E'A'15TIN& FIELD i 2" SAND O/ vAPOfZ 15ARR, Charles R. CONDITIO1`45 O/4" GP,,.YEL. FOUND 8-14-86 Priddy, Jr. &ACKFILL @ 907. MIN, Inc.. REL. COMPACTION I sheet title . FOO.-T-1NCS -Co;v �', DGfi/=,1 Field Report Fo .— .- f BUILDING' DEPARTM sheet no. APPROVE FR• � sht I of I date: 8 ►5 8co ALT P"/ �5 GT�4!, _.__ GGS' -- �. .. DATE----% - SUBJECT. SHEET NO.. OF.- JOB NO. 6-I�0--r/--•---- CH D.- BY ............ DATA, — "• O/ / i Ct� fV ', o ✓�c.�.vc. �iYi h --• ENGIN-EERING -- - - 5790 CLARK RD. PARADISE, CA 95969 G.nGE7�'vT. OF �Jc . oT�irJrS _ (916) 872-0254 - CG�1.r_�"GT P� o✓o�� ' saca�,v ocJ rf-rlc�y�� - _..---�5'o�E Go•+Jc�� ova... Qvt�iTy....o� �r�i�Y.4!•JSh'�P - ...... G f ZGOLlJ , 4'3,E f . -- /;=G, _ , 3Dx ZOD D - GOD "'s/ surm c8 '&6744- — k = C / - Z171,lt (,-700 0 1 /%2 = RECEIVED gY JOHN C. ANDERSON ARCHITECT CALIF. CERT. N0. C-B09'ol <6aD�tt surm c8 BUILDING DEPARTMENT _ /,'Vx 4 -lcx �r — 3 /s/ C FA R o . VED �o49.0FESS/0N�l z � N -141 RECEIVED gY JOHN C. ANDERSON ARCHITECT CALIF. CERT. N0. C-B09'ol STRUCTURAL CALCULATIONS FOR PROPOSED OFFICE BUILDING FOR STATE T.V. CABLE AT 427 EATON ROAD CHICO,CA OWNER: CHARLES R. PRIDDY A:P. #726-79 SUBMITTED BY: JOHN C. ANDERSON ARCHITECT PREPARED BY: FLT ENGINEERING DATE: JUNE 30, 1986 EC' / �/ 1 Q C7F T C. H K ED. E+'" (J A T!. . 0��/�... �G DG' . .57�%/ ' ,/ %D.� � JOB Nu ... . (p �i. Q.... . . C....... i�� y� 'e� .....,vct'T'...... 1=i*� 5790 CLARK RD. PARADISE, CA 95969 (916,1872-02.54 �f s,��G F sTae y o��/cE- ,BG,o�. 4F CoN v��TipcJ,t L u>oo1� �f'�,yE'D Go�s,1sT,�vcT/O.-tJ� G�TF,e-¢GLY-�'vo�O,er�a aY Gv000 Gose- /lq-702 a3C Pay, T� vr�rF-z- /Ns .7X/X/fix./,d DG 17,9 74 GXl'6"� - = /3D0 PS/, U, .v O, i Cho e- s - xw/ C//0,2 &o4-175 -- i� S'77141,4 307 1�4 co u,-,. /cl-r/- r�..;. _ .'� .. �G T ,�: ... Jj�S''o . �:<.�e:.. S,�lJG;T � GC�G•f.: �p..,JS' . .......... .......... ... ................ .. ... .. . .16Y Oj��s/ Sv�PD O/> ,POOH .Bc'�/YS GoG�.r�� viVL�c'2 f�.��PE'7- ivil-GL Oi ,�DD� Gv,�ZGr . 3o�Z = f P Sr A; o� 41e, So. 44.43/6 P� � '3 �Z•c Z � 7.G'�'r 3.3,9 Ar 30 ldo 30 (so . ¢o).x ¢O/Z = /Ora GcJ�=,D/Zx3�=.4Z7/ ` ) o. P ,2,E : c-7- Gl/� G� Z Z ¢ • c . S'rJ.o lt�i¢ GL !�/ �p C ro SZ 13 z BEAM DESCRIPTION: BEAM 8-1 OVERALL BEAM LENGTH (FEET)........ 40 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO FIGHT°SUPPORT (FT)... 40 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DEAD LOAD + LIVE LOAD UNIFORM LOAD ON CENTER SPAN (PLF)............. 710' LOAD CALCULATIONS, REACTIONS: LEFT.SUPPORT 14,.200 POUNDS. RIGHT SUPPORT 14, '200 POUNDS . MAXIMUM MOMENTS AND SHEARS: C T. S OF %? DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 O RIGHT SIDE OF LEFT SUPPORT 0 14,200 LEFT SIDE OF FIGHT SUPPORT 0 -14,200 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 20,.Oo FEET FROM LEFT SUPPORT -142,000 0 MATERIAL PROPERTIES ELASTIC MODULUS. -(MEGA PSI)....... 29 ALLOWABLE BENDING STRESS (PSI)... 24000 ALLOWABLE . HGF: I Z . SHEAF: (PSI) ...... 145oo ALLOWABLE OVERSTRESS (%)......... o MAXIMUM ALLOWABLE STRESS (PSI)...24(00 MAXIMUM ALLOWABLE SHEAF: (PSI).... 14S��U SECTION PROPERTIES SEF=TION MODULUS (IN"3)...... 81.E AREA FOR: SHEAF: (I N'''•'2) ....... 13 MOMENT OF INERTIA (IN` -4) .... 84 BENDING STRESS (PSI)........ 20,88 SHEAR STRESS (.PSI) ........ 1, 092 DEFLECTIONS' BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS:; DEFL. (INCHES) POSIT. C'T) CENTER SPAN 1.68 20,00 DEFLECTION FACTOR = CENTEF: SPAN / MAXIMUM DEFLECTION= 286.O6 LOADINGS LOAD DESCRIPTION: DEAD LOAD UNIFORM LOAD ON CENTER SPAN (PLF)............ 450 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 9,000 POUNDS. RIGHT SUPPORT = 9,000 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 0.00 FEET FROM LEFT SUPPORT DEFLECTIONS MOMENT Q W SHEAR W 0 0 0 9,000 .0 -9,000 0 0 -90,00o 0 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT. APPROXI MAT I ONS, THE ACCURACY OF THE CENTEF: BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 1.0E 20.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 451.82 e,7 LOADINGS LOAD -DESF-:R I PT I ON: �'PAN UNIFORM LOAD ON i_:ENI ) ... , . , ...... 710 MATERIAL PROPERT'I ES ELASTIC MODULUS (MEGA PSI).......F2225 ALLOWABLE BENDING STRESS (PSI)... ALLOWABLE HORIZ. SHEAR (PSI)..... ALLOWABLE OVERSTRESS (%)......... MAXIMUM ALLOWABLE STRESS (PSI)... MAXIMUM ALLOWABLE SHEAF: (PSI).... SECTION_PROPERTIES FOR �A` 6.75 X_'7 BENDING STRESS (PSI)........ 2,274 SHEAF: STRESS (PSI)........ 1o4 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 2;06 20,00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION 233.44 LOADINGS LOAD DESCRIPTION: DL UNIFORM LOAD ON CENTER SPAN (:PLF)............ 450 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE . REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFT_. (INCHES) POSIT. (FT) CENTER SPAN 1.30 DEFLECTION FACTOR . = CENTER SPAN / MAXIMUM DEFLECTION= 368132 1 BEAM_13EOMETRY ,ll l 7 P v -----------------7---------------------7----=----- 1220 LB/FT f 1220 LB/FT f S 21.5 FT It 5.5 FT BEAM DESCRIPTION: BEAM B—' OVERALL BEAM LENGTH (FEET)....... 27 DISTANCE TO LEFT' SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 21.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON'CENTEP•. SPAN (PLF)............ 1220 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 122 FOINT.LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 620 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT 4,935 POUNDS. RIGHT SUPPORT = 56,625 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPP'OR'T RIGHT SIDE OF RIGHT SUPPORT CENTER.SPAN AT 4.05 FEET FROM LEFT -SUPPORT MATERIAL PROPERTIES MOMENT (' # ) U ci —175,863 —175,863 —9,983 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 240 ALLOWABLE HORIZ. SHEAF: (PSI)..... 165 ALLOWABLE OVERSTRESS ('%)......... 25 MAXIMUM ALLOWABLE STRESS (PSI)... 3000 MAXIMUM ALLOWABLE SHEAR (PSI).... 206.25 SHEAF: (# ) V 4,935 —21,295 35 33 _�f -7 v' OF. ?% S�C'T' I ON_PF:OF'E�:'T I ES. FOR A S. 75'' 'X *' 28. 5 BENDING STRESS(PSI)........ 1,961 SHEAF: STRESS :PSI)........ 196 DEFLECTIONS LASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT AP'P'ROXIMATIONS, THE ACCURACY OF. THE CENTER BEAM MAXIMUM DEFLECTION•POSITION IS FLUS OR MINUS 0.67 FEET. MAXIMUM DEFLECTIONS( DEFL. (INCHES) POSIT. kFT) CENTER SPAN -0.12 14.85 TIF' OF RIGHT CANTILEVER 0:34 27100 DEFLECTION FACTOR = CENTER SPAN / MAX.IMUM DEFLECTION= -2185.61 LOADINGS LOAD DESCRIPTION: DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 800 UNIFORM LOAD ON RIGHT. CANTILEVER (PLF)........ 800 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 16640 LOAB CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 3,780 POUNDS. EIGHT SUPPORT = 34,460 POUNDS. MAXIMUM -MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE QF p j GHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 4.73 FEET FROM LEFT SUPPORT MOMENT & W SHEAF: ( # ) o 0 0 3,78o i -103,620 -13,420 -103,620 21,040 -S,932 0 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION I.S PLUS OF: MINUS 0.67 FEET: ;MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) C.1 NTER SPAN =0. 06 14.87 TIF' OF R I GHf CANTILEVER 0.19 27.00 DEFLECTION FACTOR CENTER. SPAN / MAXIMUM DEFLECTION= -4383.33 LOADINGS LOAD .DESCRIPTION: DL + LL_ UNIFORM. LOAD ON CENTER SPAN (PLF)..n....:.... 1220 UNIFORM LOAD ON.F:IGHT CANTILEVER (PLF).:..... 1220 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 28620 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 29 ALLOWABLE BENDING STRESS (PSI)... 24000 ALLOWABLE HORIZ. SHEAR (PSI).....14500 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE .STRESS (PSI) ... _' 4000 MAXIMUM ALLOWABLE SHEAF: (PSI).... 14500 SECTION PROPERTIES ll SECTION MODULUS (I N`''3) .. ,....L114 AREA FOR SHEAR (IN"2)........7MOMENTOF INERTIA (IN"Q......4� BENDING STRESS (PSI) .... 1... 22,332 SHEAT*: STRESS (PSI) .......: 2,403 DEFLECTIONS w 3� V 33.0 BASED -ON N0, OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS FLUS OR MINUS O.L"7 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN —0.13 14.85 TIP OF RIGHT CANTILEVER 0.36 27.00 LOADINGS LOAD DESCRIPTION. iDL UNIFORM LOAD ON CEITER SPAN (PLF)............ 800 UNIFORM LOAD ON RIGHT CANTILEVER (PLF).:..... •. 8oU POINT LOAD ON TIP OF RIGHT'CANTILEVEE' (LBS).. 16647 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 6.67 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN -0.06 14.87 TIP OF RIGHT CANTILEVER 0.20 27.Oo DEFLECTION FACTOR =,CENTER SPAN / MAXIMUM DEFLECTION= -4116.83 S' 7 . ............ r z -710 ill %D ZZ. BEAM GEOMETRY— 6/60 -------------------------------------------------------- 1220 LB/FT 1 1220 LB/FT ------------------------- --------------------------------- 8.5 FT i 3.5 FT BEAM DESCRIPTION: BEAM B-3 OVERALL 'BEAM LENGTH ('FEET.)....... 12 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 8.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 1220 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)........ 1220 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 28620 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = —7,479 POUNDS. 50,739 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER . SPAN AT FIGHT SUPPORT MATERIAL PROPERTIES MOMENT (" # ) 0 c —107,643 —1 o7, 643 —1o7, 643 ELASTIC MODULUS (MEGA PSI)....... 29 ALLOWABLE BENDING STRESS (PSI)... 24000 ALLOWABLE HORIZ. SHEAR (PSI)..... 14500 ALLOWABLE OVERSTRESS (X)..'....... O MAXIMUM ALLOWABLE STRESS (,PSI).:. 24000 MAXIMUM ALLOWABLE SHEAR (pSI):... 14500 SHEAF: (#) 0 —7,47-3 —17,84-9 32, 890 —17,849 TO 32,890 -s - SECTION PROPERT s- SECTIONPROPERTIES - W 0/-,< �¢ SECTION MODULUS (IN^3)...... 81.6 AREA FOR -SHEAR (IN^:�)....... 13 MOMENT OF INERTIA (IN -`4).... 843 BENDING STRESS (PSI)........ 15,830 SHEAR STRESS (PSI).....:... .2,530 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL -MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.3 FEET., MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN -0. o3 4.81 TIP OF RIGHT CANTILEVER 0.10 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -3448.16 LOADINGS LOAD DESCRIPTION: DLti�- UNIFORM LOAD ON CENTER SPAN (PLF)............ 866 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 800 POINT LOAD ON TIP OF RIGHT .CANTILEVER (LBS)..�,16640 LOAD CALCULATIONS REACTIONS: LEFT LEFT SUPPORT = -4,028 POUNDS. EIGHT SUPPORT = 30,268 POUNDS. MAXIMUM -.MOMENTS AND SHEARS:. DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT RIGHT SUPPORT MOMENT('#) 0 U -63,140 -63,140 -63,140 SHEAF: (# ) 0 -4,028 19,440 -10,828 TO 19440 DEFLECTIONS BASED ON NO. OF'MATRIX POINTS USED IN.THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM.MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.3 ''FEET. MAXIMUM.DEFLECTIONS.d, DEFL.(INCHES) POSIT. (FT) CENTER SPAN —0.02 4.82 TIP OF RIGHT CANTILEVER 0.06 12.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= -6.017.12 BEAM DESCRIPTION: BEAM B-4 OVERALL BEAM LENGTH (FEET)....... 15 DISTANCE TO LEFT SUPPORT (FT) .... .0 DISTANCE TO RIGHT SUPPORT (FT)... 15, (:DISTANT=E MEASURED FROM LEFT END) LOAD I Ni3*S LOAD DESCRIPTION: DL + LL -� UNIFORM LOAD ON CENTER SPAN (PLF)............ 1:'0 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = 9,150 POUNDS. 9,150 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF EIGHT SUPPORT CENTER SPAN AT 7.50 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT #) 0 o 0 0 -34,313 ELASTIC MODULUS (MEGA PSI)....... 2'3 ALLOWABLE BENDING STRESS (PSI)'...4UUU- ALLOWABLE HORIZ. SHEAR (PSI)..... 1450? ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 24000 MAXIMUM ALLOWABLE SHEAF: (PSI).... 14500 SECTION -PROPERTIES SECTION..MOD.ULUS (IN'"3)...... c9 AREA FOR SHEAR •CIN^23........ 6.49 MOMENT OF INERTIA (I N''4) ... �1l BENDING STRESS. (PSI)........ 14,198 SHEAR STRESS (PSI)........ 1,410 SHEAF: (# ) 0 9,150 =9, 150 0 0 4t— DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM.MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM..DEFLECTIONS:. DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.24 7.50 DEFLECTION FACTOR CENTER SPAN / MAXIMUM DEFLECTION= .746.0: LOADINGS i. LOAD DESCRIPTION: DL UNIFORM LOAD ON CENTER SPAN (PLF)............ 800 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 6,000 POUNDS. FIGHT SUPP0I=;T = 6, 000 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT.SIDE OF LEFT SUPPORT RIGHT SIDE .OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER, SPAN AT 7.50 FEET FROM LEFT SUPPORT DEFLECTIONS MOMENT('#) 0 0 . 0 0 -22,500 SHEAR (#) .0 6,000. -6,000 0 0 BASED ON N0: OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION _ IS PLUS OR MINUS 0 FEET. [�� c�� %9 r. 22 Ll�: �•y -� MAXIMUM DEFLECTIONS: ---� DEFL, (INCHES) POSIT. (FT) CENTER SPAN 0.16 7.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1137.66 /7 0l— 7,7 G/moo EiEAM DESCRIPTION:. BEAM B-5 OVERALL BEAM LENGTH (FEET)....... 7 DISTANCE TO LEFT .SUPPORT (FT.).... o DISTANCE TO RIGHT'.SUPPORT (FT). 7 (DISTANCE.-MEASURED:FROM LEFT END) LOADINGS LOAD DESCF: I PT I ON: DL + LL .�.. UNIFORM LOAD ON CENTER SPAN (PLF)............ 122o LOAD _i :ALC :ULAT I ONS REACTIONS: LEFT SUPF'ORt = 4,X70 POUNDS. RIGHT SUPPORT = 4,270 POUNDS. MAXIMUM'MOMENTS AND SHEARS: DESCRIPTION 1.E MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT'SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 4,27cj LEFT SIDE.OF RIGHT SUPPORT 0 —4,27ij RIGHT SIDE OF RIGHTSUPPORT 0 0 CENTER SPAN AT 3.50 FEET FROM LEFT SUPPORT —7,473 0 MATERIAL_PROPEP,TIES ELASTIC MODULUS (MEGA PSI.)....... 1.E ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR-(PS'I)...... 85 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 13H0 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SECTION PROPERTIES FOR A 5. 5 X '11.5 : BENDING -STRESS CFSI):....:.. 740 SHEAR STRESS (PSI)........ 74 t DEFLEi_T I ONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM. MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0' FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.06 3.50 DEFLECTION FACTOR CENTER SPAN / MAXIMUM DEFLECTION= 1418.64 LOADINGS LOAD DESCRIPTION: DL -��--- UNIFORM LOAD ON CENTER SPAN (PLF)............ 800 LOAD CALCULATIONS., REACTIONS: LEFT:SUPPORT 4,80o POUNDS. FIGHT SUPPORT 2,Soo POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0• 0 RIGHT SIDE' OF' LEFT SUPPORT 0. 2,800 LEFT SIDE OF RIGHT SUPPORT 0 -1800 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 3.50 FEET FROM LEFT SUPPORT -4,900 0 DEFLECTIONS BASED ON NO. OF MATkIX-POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE..CENTER.BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET.— MAXIMUM EET.MAXIMUM DEFLECTIONS: DEFL. (*INCHES) POSIT. (FT) CENTER SPAN 0.04 3.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= c1Er3.43 IF aF 29 6 /6o BEAM_GEOMETRY P V ---------------------------------------------- 71 LB/FT 1 710 LB/FT ---------------------------------------------- 1 26.5 FT i 4.5 FT BEAM DESCRIPTION: BEAM B-6 OVERALL BEAM LENGTH (FEET)....... 31 DISTANCE TO LEFT -,SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT. (FT)... 26.5 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF).......:.... 710 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 710 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 4270 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT 8,411 POUNDS. RIGHT SUPPORT =' 17,869 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE..OF LEFT SUPPORT FIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 11.85 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 8,411 -26,404 710,4o4 -26,4o4 7,465 -49,822 0 ELASTIC MODULUS (MEGA PSI)........ 29 ALLOWABLE.BENDING STRESS (PSI)... 24000 ALLOWABLE HORIZ. SHEAR (PSI)..... 14500 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 24000 MAXIMUM ALLOWABLE SHEAR (PSI).... 14500 q2 70 SECTION PROPERT LES SECTION MODULUS'.(IN"3)...... 29 AREA FOR SHEAR (I N-`,2) , . , 6. 49 MOMENT OF . I NERT I A . (I'N'''`4) .... 199- BENDING STRESS '(PSI) ........ 2o, 616 SHEAF: STRESS (PSI)........ 1,603 DEFLEi=TIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.77 FEET". MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN l.o2 1.43 TIP OF RIGHT CANTILEVEE: -0.37 31.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 310.77 LOADINGS LOAD DESCRIPTION: DL UNIFORM LOAD ON CENTER SPAN (PL:F)............ 480 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 480 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 2800 LOAD_CALi_ULATIONS REACTIONS: LEFT SUPPORT = 5,701 POUNDS. RIGHT SUPPORT = 11,979 FOUNDS MAXIMUM M0MENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER. SPAN AT 11.88 FEET FROM LEFT SUPPORT MOMENT (' #) SHEAF: (# ) 0 0 0 5,701 -17,460 -7,01-3 -17,460- 4, 960 -33,857 o BASED ON NO. OF MATRIX POINTS USED IN•THE REAL MOMENT AFPROXIMATIONS,'THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECT ION POSITION IS FLUS OR MINUS 0.77 FEET. MAXIMUM DEFLECTIONS: DEFL. :INCHES? POSIT. (FT) CENTER SPAN 0.70 12.43 TIF OF RIGHT CANTILEVER -0.26 51.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 456.56 REAM GEOMETRY 5 - Z Z P V ---------------------------------------- 710 LB/FT f ---------------------------------------- 9.0 FT BEAM DESi1F; I PT ION: BEAM B-7 • OVERALL BEAM LENGTH (FEET)....... '9.75 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 9.75 (DISTANC=E MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL ,+ LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 710 POINT LOADS: DISTANCE FROM LEFT END. LOAD IN POUNDS. - 0.75 4,270.00 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 7,403 POUNDS. RIGHT SUPPORT = 3,790 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT U RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT. 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER+SPAN AT 4.41 FEET.•FROM LEFT SUPPORT -10,114 MATERIAL PF:OPERTIES ELASTIC.,MODULUS (MEGA PSI)....... 1.8 ALLOWABLE FENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAF.' (PSI)..... 165 ALLOWABLE OVERSTRESS (%).....**" o MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM.ALLOWABLE SHEAR (PSI)..:. 165 SHEAF: (#) 0 7, 403 -3,790 cj 0 SEi_'T I ON_PF,'OPEF'T I ES FOR A 5.125 X 1'2, PENDING STRESS (PSI)........ g$7 SHEAR STRESS (FSI)........ 163 DEFLEi_T I ONS BASED ON NO. OF.MATN'IX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE,ACCURAC_Y OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS x).24 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) GENTER SPAN .i).13 4.87 DEFLECTION FACTOR CENTER SPAN / MAXIMUM DEFLECTION= 876.70 LOADINGS LOAD DESC:F I PT I ON: DL. UNIFORM LOAD ON CENTER'SPAN (PLF)............ 450 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. . 0.75 2,800.00 LOAD CALCULATIONS REACTIONS: LEFT'SUPPORT = 4,778 POUNDS. RIGHT SUPPORT = 21409 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT(' #) SHEAR (#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT'SUPPORT o 4,778 LEFT SIDE OF RIGHT SUPPORT 0 _.` 4o9 FIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER .SPAN AT 4.40 FEET FROM LEFT SUPPORT -6,449 o DEFLECTIONS -T - ------- ""BASED ------ ""BASED ON'NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXI=MUM DEFLECTION POSITION IS PLUS OR ,. M I NUS 0. '24 , FEET.. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSILT (FT) CENTER: SPAN o. 09 , 4. 87 DEFLECTION FACTOR: = CENTER SPAN / MAXIMUM DEFLECTION= 1374.47 LOADINGS LOAD DESCRIPTION: DL + * L L UNIFORM LOAD ON CENTER -.SPAN (PLF)............ 710 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. MATERIAL PR:OPERT I ES ------------------- ELASTIC.MODULUS (MEGA,PSI)....... 29 ALLOWABLE BENDING STRESS (PSI) ... 4000 ALLOWABLE HORNZ. SHEAF.' (PSI)... 14500 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 24000 MAXIMUM.ALLOWABLE SHEAR (PSI).... 14500 SECTION PROPERTIES SECTION MODULUS (IN''3)...... 10.9 AREA FOR, SHEAR (I N^') ....... 3.54 MOMENT OF INERTIA (IN^4)...'. 53.8 BENDING STRESS (PSI)........ 11,135 SHEAR STRESS (PSI)........ 2,.091. DEFLECTIONS BASED ON -NO, OF MATR=IX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS, OR- MINUS 0.24' FEET. MAXIMUM DEFLECTIONS: Ow W /Z x /� DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.11 4.87 DEFLECTION FACTOR CENTER: SPAN / MAXIMUM DEFLECTION= 1029.68 .. .. ....... ......... ........_. ... .. ... .. ... ... .. ... ... .... Z /Vo, O� �`f Brti�s =-- , 2O� x — ss- �� v7 mss/ Zs/ z.-9 tri — f1 Z/7 ¢, 9�` <//, 9�xJ%J" ,4ZxJ-J'"�2��2/,�i' _ 12, J7 DATE ... ...... .. ....... ............. ...... .. . ..... .. . . . . At Z-7 �` = 270) . 3� r/ s'E � STz�. �/l=E- w�,B.+'rF, or 00 4V. Piz At- vp r14 1 2.,9 SIP, ger /* V-149rx -710 5^ 31 -C411- 4:5 al-olgl Wa--.�,=, ox, z92? /z 0,/w 3) C7 W77, (3, 4 7,;7,,zt, yr— If sv X, .;e r1f A 3 /e X, SvG7-7C/GGS , 6/6D -- . 37�/ S�A3 -3 --ryf?/ ar /ossr Use- -.-,i w/ l,12 '�1 4 14 --S/ lcj,�,7, C,,f6-c s JoS Nr�. >17v. of saG rs- 242145-1 :7.3 z:,3 s/ 1471,e z Z 5 7-1Y e2 q /17vp 4 S -3— /s s 11so e -1-:r) Sw, �7, 93 x 3 S. 19 VIC), -3 cr;eo 4W 1r:1710-tF- 7- I=re 4-77 4,07 ,93 4r = A r3 0 . . f Cot>,yS 2-,A, V,—, / "C"47/v/1-1 fr� / ( J s 1C cow✓.�J, f� g �� , %� � � `� 27 , �sE- % covv, sri 7es Z oGT-S -- � Ems. S�DF' 3//,; 'A' 2,9 �o = 3.7 9/.3• / _ /, Z USE-. CON.t�. �- Ta i I � . ,- .... N% �' % .... �• 6';l�b • .� �:� r'.'. --� •� .�' LSC: T!/� %'L �'�G.C• S i � :. � � < ... ................ ..... or 0 'h'E- ,l3LJc� • /S SY%l./`l: /� ,SoT� 3D 6 I Q �2, �i� Zt� f �/3• pit ��x 3D�Z t�3. J'-� 2� x 6�2 /,r Z 9, 77 D/aP x //Z Zf . /3, x �%Ox f , O/fx ✓x /vOx Z ,� �2 z,�, 7 J . t zo. cpa t /►fie t z,r; 0 � z p6. � � 30. dyx /00 op �l/6-fir y� . %�,-�'✓.5� -= ��' ��C'O/y �� f7�� LV 6ZL,., --- . - � ,.. Z0 t, 13,,e, 20.r 2 f ; 0/Ox f // ' D 11-.S-1-6p- .�%,�.¢ L ,ro .g,v��F �r9chr %moi✓s�� • O.� �ry'�ifie J�,eO. ,t1 /��'G�, II�EZG. r ... ... ......... ww - 30.09 ZX 3/Z �o� Cif-' ASO* j 3 3¢ 3 �� S 'I �o vTtl GUS �L — ''rry 3 0, C '?,r Z x 9 7 Srv'.� 02 h�Zit/ TD S�vyG� JS7 VD I /OG /JO UIWS / /iz i. i j W..SOGji' yO.G.I - 'a`c .' T'L � _ -c !J'i/i?.i � ...: t'•. ?C: �'� lJGT. vj � G S � ;� ... , . `� _3 - ,cJ,fiG YS /S _ (D/t�' f, 2- 0) 33 - ; OZO OZc7x/O x/I 1,33 71'/d: 3.06 339 3 t /Z�lD = /�F?> /33 ��6 z>c 7-aR R .s — �X iY - TeX 2 Zx 6 ToP A� S' / JOHN C. ANDERSON, ARCHITECT 125.W. 3rd Street CHICO, CALIFORNIA 95928 (916) 891.4242 TOButte County Buidling Dept. 7 County Center Dr. LLEUTEW 0)[F TURS, 90DUUM DATE Jul 8, 1986 JOB NO. 336-8-85 ATTENTION RE: Office buildin for State T.V... Cable at 427 Eaton Road Chico CA. For your use Structural Calculations for above referenced 3sets WE ARE SENDING YOU ff YAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3sets 6/30/86 For your use Structural Calculations for above referenced 3sets 7/7/86 ❑ Plans for above referenced* ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS '` These plans replace previous sets broAkhtl.ii.n by Owner, Chuck Priddy, on June 30, 1986:. Thank you. THESE ARE TRANSMITTED as checked below: Xt For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS '` These plans replace previous sets broAkhtl.ii.n by Owner, Chuck Priddy, on June 30, 1986:. Thank you. COPY PRODUCE 240.2hes IK, Wn Man 01471. SIGNED: If enclosures are not as noted, kindly notify us at once. BUILDING DATA BY: W CA DATE: ?-29-9 7- u -?5;p HOLMES ENGINEERING REDDING,CA.96002 (916)223-6701 PROJECT:-? R %DDY OFFICE '$L1D4ch FLOOR AREA,Af 10000 -------------------------------------------------------------------------------------- GLASS Orient AreaAg 7Af Ug GAU SCg Shading Device SCs 7Covr NetSC SC/U NIORIN 149 .61 0.3 .68 .88 I�� -EAS'- 80 �_ 49.2 •88 .ga 1.44. wS 0 V T&L O Covert 66S O O Lt�EST 22 ,61 13.4 .8B .86 1-44- -44 -SKY S K -Y -7 .10 5o. .46 ' Total 322 -----------------------------------------7-------------------------------------------- 202.9 [GAU=AgxUg] NetSC=SCg[1-%C(1-SCs)] WALL TYPE A WALL TYPE B Orient Aw Uw Ad Ud Aw+d WAU Component R Component R NORTM 610 ,059w2-- 12. -.EL- -.EL- Framing F 1.0 0 Ecco A S. As. Framing F J.00 -s AST 920 .05 92o '9 -6 pE2 .06 Venting V .90 5ov11I.1 9,19 os!)I 1 000 (01. n15UL 19;00 U=VF/R ,028 Es 950 .os9 16 916 69.2 Af FAU Ac 9926 CAU 211.5 Ac CAU Slab Factor SF Al'r' F lms . BS . Air Films TOTAL CAU Z.-1-7.51 S1abU=(Lf/Af)/(Rf+,2Re) RaisedU=.81/(6.67+Rf/F) Total R 20,65 Total R P1enumU=.026+.1Lf/Af SF=(S1ab=1)(Raised=.2)(P1en=.5) THERMAL MASS Area Framing F 1.22 Framing F R MCF CAPACITY Total 3150 258 6 U=F/R .059 -------------------------------------------------------------------------------------- U=F/R W=Wall, d=Door WAU=[AwUw+AdUd] SOUTH SHADING FRONT : SOUTH GLASS : SOUTH OVERHANG : SOUTH WALL FACING :AREA SF:WIDTH FT:HEADR IN:WIDTH IN: PITCH :AREA SF:WIDTH FT: NORTH O O O ir 14- 100: EAST SOUTH WEST ---------------------------------------T---------------------------------------------- CEILING TYPE A CEILING TYPE B FLOOR TYPE A FLOOR TYPE B COMPONENT R Component R Component R Component R VENTED Covert 66S VL 30.00 '5LAQ ,2� CML 1.10 Air Films '92 Air Films Air Films (.22 Air Films Total Rf Total Rf Total R 3Z.3'L Total R Framing F 1.0 0 Framing F Framing F J.00 Framing F Le Slab Re O Le Slab Re Venting V .90 Venting V Lf po-- NetU ,02.?. Lf NetU U=VF/R ,028 U=VF/R Af ID000 FAU 216.2 Af FAU Ac 9926 CAU 211.5 Ac CAU Slab Factor SF 1.0 TOTAL FAU Z -16. 11L Attic/Ceil TOTAL CAU Z.-1-7.51 S1abU=(Lf/Af)/(Rf+,2Re) RaisedU=.81/(6.67+Rf/F) V=(No Attic=1)(Vented=.9)(Attic Fan=.8) -------------------------------------------------------------------------------------- P1enumU=.026+.1Lf/Af SF=(S1ab=1)(Raised=.2)(P1en=.5) THERMAL MASS Area c d t HC r R MCF CAPACITY SL.PAe S000 .22 t o 3.S 9.0 .fly .2 7.3 56soo DH=(CAPACITY=2Af)= %1500 ------------------------------------------------------ Af ID000 Vol 100000 AC/Hr15Occ/1000sf 10 CFM/Occ S HEATING: SE :COOLING:_ WATER HEATING: Total %Soo ------------------------------ BTU/Occ2SO Watts/SF .1 DL ,j ER SE GALS NSF ENERGY COMPLIANCE (NON-RESIDENTIAL) 1 1 4 HOLMES ENGINEERING BY: wcq Date: 7.29-2/_ PROJECT: PRIDD'( VirFICE SLpe, LOCATION: CN1Co , CA ZONE LAT 39.1 TW Z9 TJ45 TS 10C> TH�0 TC�� Aow COC AorlO000 Aof 10000 How $ Z,0 Hor I13l7 Hof $g6 Cow2$_ 'ZU Cor 66160 STANDARD: Uow 0 Uor 00 Uof , 1% OTTVw 32.8 OTTVr , IQ PROPOSED: Uow Uor Uof u1V151UN 4 - BUILDING ENVELOPE STANDARD (Aow)(Uow)+(Aor)(Uor)+(Aof)(Uof) HEATING Aow + Aor + Aof Uo Avo0)(.410 )+(lobao( .Iov )+govpw(.196) _ $0 ( 24.00(7 ) .007 PROPOSED (How)+(Hor)+(Hof) _ ( 39161 ) - Aa HEATING (Aow+Aor+Aof)(dT) (?.4cpo )(41 - ->- Y► ------------------------------------ STANDARD (Aow)(OTTVw)+(Aor)(OTTVr) COOLING Aow + Aor OTTV ( 4000 ) ( 32.8 )+( 10000 ) ( 4.10 ( 14c,99 ) PROPOSED (Cow) + (Cor) COOLING Aow + Aor (-14 o0 fo ) OK DIVISIONS 5 & 6 - HVAC DESIGN LOADS: HEATING 10).2 K6TuN COOLING 1'1 .3 K6TUN EQUIPMENT: AES Zv►4P5 cEC CEIZTIr-j&D p� DIVISION 7 - SERVICE WATER HEATING DAILY GALLONS 100 DEMAND FACTOR ,S STORAGE FACTOR 2 EQUIPMENT: 100 -COAL ail-Rtcovemy CEC CEQr1f:jeD DIVISION 9 - LIGHTING ALLOTTED WATTS 3 - Wµ1 PROPOSED WATTS 18 ICw OF1=tCE ARRAS AU oTTE_D 4 WISF PRoPOs&j�• 2 wISF- W RR a 0 vs E A.aayre:b 1 WISP PX0PoS0 . I w15F r' CERTIFICATION DESIGN COMPLIES WITH CALIF ENERGY REGS �n�i'stE3Sln� '"C. N •c rJ 6c x rn m BONA N\( - Of CAO HVAC DESIGN LOADS HUAC DESIGN LOADS COPYRIGHT 1988 HOLIES EINGIHEERING PRIDDY OFFICE BL CHICO, CALIF. CLIMATE ZONE: 11 HEATING LOADS HEAT TO 20 DEG SETBK TO 65 DEG AMB.TEMP 29 DEG BTU/HOUR WALLS= -10,602 GLASS= -8,318 CEILG= -11,322 FLOOR= -8,864 INFILT= -36,900 DUCTS= -2,606 RECOU= -23,541 DESIGN= -102,211 COOLING LOADS COOL TO 25 DEG SWING 3 DEG AMB.TEMP 100 DEG BTU/HOUR WALLS= 9,015 GLASS= 19,196 CEILG= 6,660 FLOOR= 0 UENT I L= 22,500 INTERN= 50,000 DUCTS= 10,232 PULLDN= 8,195 SENSBL= 126,304 LATENT= 50,000 DESIGN= 126,304 EQUIP: 15.0 -TONS ENERGY COMPLIANCE (NON-RESIDENTIAL) HOLMES ENGINEERING By: wc,q Date: 7-29-8L PROJECT: PRIDD`( lorricla SLD4 LOCATION: CN%CO I CA ZONE LAT 39.1 TW 29 TJ. S TS (Op TH"10 TC�� Aow 000 Aorlp000 Aof1000p How 1%97.0 Ho 11317 Hof $g6 Cow2$Z Cor 66%0 STANDARD: Uow A 0 Uor pp Uof , 19(6 OTTVw 32.8 OTTVr , l p PROPOSED: Uow Uor Uof DIVISION 4 - BUILDING ENVELOPE] STANDARD -(Aow)(Uow)+(Aor)(Uor)+(Aof)(Uof) HEATING Aow + Aor + Aof Uo Avoo)(•4ty )+(lob CC .Ioo )+(10000•(.196) _ �0 ( 24.000 ) PROPOSED (How)+(Hor)+(Hof) HEATING --(Aow+Aor+Aof)(dT) _ (14D0O_)(41-)- K -------- --------------------- STANDARD (Aow)(OTTVw)+(Aor)(OTTVr) COOLING Aow + Aor OTTV ( 4000 ) ( 32.8 )+( 10000 > ( 4-. to ( 1 oop ) PROPOSED (Cow) + (Cor) TO 70 DEG COOLING Aow + Aor T-4-0 _00 ) 0� BTU/HOUR WALLS= - HVAC GLASS= DIVISIONS 5 & 6 DESIGN LOADS: HEATING t0'1.2 1<13TUN COOLING 1"lis.3 K6TUN EQUIPMENT: Alm ''C vhtiPS CEC cemT%ft&D Q� DIVISION 7 - SERVICE WATER HEATING DAILY GALLONS 100 DEMAND FACTOR $ STORAGE FACTOR 2 EQUIPMENT: too- rAL 441-R"ovemy CEC CE;ZTtf1ED DIVISION 9 - LIGHTING ALLOTTED WATTS 7.lgL4. PROPOSED WATTS IS OFt= t f -E AtZtAS ALIoT[E.p 4 wlsF pro. opose'.2 wls; WAmesAovsE Al -U6 Mb 1 Ldl$F.!PX0PoSE�D�): / VISF C Alr W' EN L-124 V. Ath 5 .# _ RJL[d CTC l OKl CERTIFICATION DESIGN COMPLIES WITH CALIF ENERGY REGS HVAC DESIGN LOADS HUAC DESIGN LOADS COPYRIGHT 1968 HOLnES EHGlNMIIgG PRIDDY OFFICE BL CHICO, CALIF. CLIMATE ZONE: 11 HEATING LOADS HEAT TO 70 DEG SETBK TO 65 DEG AMB.TEMP 29 DEG BTU/HOUR WALLS= -10,602 GLASS= -81318 CEILG= -11, 377 FLOOR= -8,864 INFILT= -36,900 DUCTS= -2,606 RECOU= -23,541 DESIGN= -102,211 COOLING LOADS COOL TO 75 DEG SWING 3 DEG AMB. TEMP 100 DEG BTU/HOUR WALLS= 9,015 GLASS= 19,196 CEILG= 6,560 FLOOR= 0 UENTIL= 22,500 INTERN= 50,000 DUCTS= 10,232 PULLDN= 8,195 SENSBL= 126,304 LATENT= 50,000 DESIGN= 176 304 c_ m EQUIP: 15.0 -TONS �. I,...... .. . A NOP h�P CALff) BUILDING DATA 1. BY:V G}LDATE:'-29-9( HOLMES ENGINEERING REDDING,CA.96002 (916)223-6701 PROJECT: P R % o 0Y Qfr-1 C E $LD c, FLOOR AREA, Af 10000 -------------------------------------------------------------------------------------- GLASS Orient AreaAg %Af U_ GAU SCg Shading Device SCs %Covr NetSC SC/U N19RIN 149 Uw Ad Ud Aw+d 90.3 .88 .98 I.44. 'EAST 8049.9 Venting V .90 vcco .19 -&B .98 L .05 920 0 _. 0 - C 0 Lc�EST 22 ,61 13.4 . Sg ,gg i.� SKY 1 R MCF CAPACITY SLgrb .46 1 o 3.S 9.0 .off .2 '7.3 -56500 Air Films S . ' Total 322 ----------------------------------------- 202.9 [GAU=AgxUg] -------------------------------------------- Air Films NetSC=SCg[1-%C(1-SCs)] WALL TYPE A WALL TYPE B Orient Aw Uw Ad Ud Aw+d WAU Component R Component R OP.T 1A al0 .059 42� a16 Venting V .90 vcco .19 Lfoo - NetU .022 -EAST 920 .05 920 A 3 PAP EIZ .06 Ac 9929 CAU 212.5 5ovrk C319 os ,1 000 61.6 19: oo SlabU=(Lf/Af)/(Rf+.2Re) FE 3T 950 .OS9 36 A-- 918 (,9.*Z CIJSUL d t HC r R MCF CAPACITY SLgrb S000 .22 1 o 3.S 9.0 .off .2 '7.3 -56500 Air Films S . Air Films Total R 20,65 Total R . Framing F 1,22 Framing F Total 350 258 6 U=F/R .059 -------------------------------------------------------------------------------------- U=F/R W=Wall, d=Door WAU=[AwUw+AdUd] SOUTH SHADING FRONT : SOUTH GLASS - : SOUTH OVERHANG : SOUTH WALL FACING :AREA SF:WIDTH FT:HEADR IN:WIDTH IN: PITCH :AREA SF:WIDTH FT: NORTH O O O O IOCO: 100 EAST SOUTH WEST --------------------------------------- ---------------------------------------------- CEILING TYPE A COMPONENT R N/F-04TED vL 30.00 Cats- 1.10 CEILING TYPE B Component R FLOOR TYPE A Component R Coy Fr- .69S '5L4%15I V FLOOR TYPE B Component R DH= (CAPACITY= 2Af ) = - 00 Total $6S00 -------------------------------------------------------------------------------------- Af 10000 Vol 1b0000 AC/Hr15Occ/1000sf 10 CFM/Occ S BTU/Occ2SO Watts/SF I DL , j HEATING: SE :COOLING: ER WATER HEATING: SE GALS NSF -------------------------------------------------------------------------------------- Air Films ,92 Air Films Air Films 1.'L'L Air Films Total Rf 1, rj Total Rf Total R 32,32 Total R Framing F 1.0 0 Framing F Framing F J.00 Framing F i Le Slab Re O Le Slab Re Venting V .90 Venting V Lfoo - NetU .022 Lf NetU U=VF/R ,02$ U=VF/R Af ID000 FAU 210.2 Af FAU Ac 9929 CAU 212.5 Ac CAU Slab Factor SF 1.0 TOTAL FAU 21102 Attic/Ceil TOTAL CAU 2'1'7.5 ; SlabU=(Lf/Af)/(Rf+.2Re) RaisedU=.81/(6.67+Rf/F) V=(No Attic=1)(Vented=.9)(Attic Fan=.8) -------------------------------------------------------------------------------------- P1enumU=.026+.1Lf/Af SF=(S1ab=1)(Raised=.2)(P1en=.5) THERMAL MASS Area c d t HC r R MCF CAPACITY SLgrb S000 .22 1 o 3.S 9.0 .off .2 '7.3 -56500 DH= (CAPACITY= 2Af ) = - 00 Total $6S00 -------------------------------------------------------------------------------------- Af 10000 Vol 1b0000 AC/Hr15Occ/1000sf 10 CFM/Occ S BTU/Occ2SO Watts/SF I DL , j HEATING: SE :COOLING: ER WATER HEATING: SE GALS NSF -------------------------------------------------------------------------------------- PLE FAMILY AND COMMERCIA] G GUIDE 7/85 Bldg. Permit # 7�s' OWNER C !fit Y _ //i/C -A . P'. # 7— ZC —'-7991 A. GENERAL B. n irements (side ards, parking, special conditions, Planning approval).(f Z V ua t io n . /33�.�.�-�� h7 ure by R.C.E., Architect or Building Designer. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. S..�Complete plot plan with dimensions, easements, other buildings, and other per - ti ent data. See previous permits and plans in file for expired permits, change of use, isolations, etc. / ZFlood haz 4%0 -04-/G'/ Cdrn.O/ A -4-f r?7iq.7— _gr/646tAr Building use 40 ,e Occupancy Class A? Z Type of Construction ;,e;'. Building floor area_DO p sq. ft. Occupant Load Total allowable floor area sq. ft. Basic allowable floor area BQtQa sq. ft. Basis for increase ZS'1A01d0-&__. O/ Compliance with occupancy group requirements (Chapters 6-12). Occupancy separations (Sec. 503). Areaseparations (Sec..505). . Firewalls due to location on property (Sec. 504). _#! Maximum height requirements (Sec. 507:). Attic separations (Sec. 3205). .YI. Ventilation and special hazards requirements (Chapter 612). j02_ Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). 3. Fire alarm systems (09 Sections of Chapters 6=12). Mechanical code requirements. (Grease hood w/fire sprinkler system --Chap. 20). Health Dept. Plan Review - (1) 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).,41-�26 Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). Parapet walls (Sec. 1709) . Ao1dA /V •r,4OAP •�/Toilet room floors and walls (Sec. 510).. v Physically handicapped (per State Law). oe Guardrails (Sec. 1711). .6! Detailed types of construction requirements (Chapters 17-22). oe%. Proper roof pitch for roof covering (Chapter 32). 3//2 0/7ry 0Wd-V*,fy77[E_d1(,- Attic access and ventilation (Sec. 3205). ,Y. Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). 3A--. Stages and platforms (Chapter 39). .at'. Interior wall and ceiling finish (Chapter 42)... Fire -resistive requirements (Chapter 43). 11-4 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) .,i1"4. Wall and ceiling coverings (Chapter 47). r J.5,' Glass and glazing (Chapter 54). man Impact (Sec. 5406). ,kEf Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- ,_Example: (Glu -lam Beams w/cert. 24F ext. grade). oam plastics (Sec. 1712). s, . D. STAIRS, EXITS, AND OCCUPANT LOADS i11� General Exit -Requirements (Sec. 3301 & 02) (Post occ..load, etc:). ,o2'— Number of exits, width and locations (Sec. 3303) 0 Doors (Sec. 3304). Corridors and -exterior .exit balconies (Sec. 3305). / ,V f5! Stairways, rise and run,.width, winders,.and construction'(Sec. 3306).' 6:' Horizontal exit (Sec. 3308). r jl. Exit and smokeproof enclosures (Sec. 3309). !T7 Exit signs and illumination (Sec: 3313'-..&,14). CZA�ft-.6,r/roof 33iy�u��c6..n„„� .,jr�Aisles and seating (Sec. 3315 & 16).- .�9:� Exits�'for occupancy groups A-E (Sec. 3317 - -3321). E. ENGINEERING REGULATIONS, DESIGN QUALITY. 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 ca cs, an necessa a ai s a e w comp lance stateme on plans. • Veneer (Chapter 30). f • Chimneys and fireplaces'(Chapter 37). •Plastics (Chapter 52). Excavation and grading (Chapter 70). lT• Continuous or Special Inspection (Sec. 305). ,*! Factory or other certification. Soils or compaction data. �': Noise regulations. •Z'� Footing reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include: -Roof - Ceiling. .(4T- Floor - Ceiling. 7undation. Walls -- Large openings? (consider lateral). ..fir Lateral: (1) Roof Diaphram. (2) Shear Walls. w +� (3) Anchorage & Tie -Downs. (4) Connections thru-out. Retaining Walls. JOHN C. ANDERSON, ARCHITECT 125 W. 3rd Street CHICO, CALIFORNIA 95928 (916) 891-4242 'TO I Chuck Priddy 2515 Ramada Way Chico, CA 95926 DATE Aug. 15., :19'-86- NO. FJO;36-8-85 -ATTENTION DESCRIPTION Office Building for C. Priddy at 427 Eaton Road, Chico, CA Copies o.f Field Report #1 for above referenced project K WE ARE SENDING' -YOU' x �'.'Attached '10 Under:separate cover -,via the following items: 0 'Shop drawings. 0 `Prints 0 =Plans fO Samples 0 Specifications 'D Copy of letter 0 Change order 0 COPIES !NO. DESCRIPTION 3 Copies o.f Field Report #1 for above referenced project K THESE ARE TRANSMITTED tas checked below: 0 For approval .0 Approved as -submitted 0 Resubmit -'copies for approval For your use... -0 Approved as noted 0 Submit copies -for distribution, 0 As req6estdd 0 Returned for -corrections 0 Return corrected prints 0 For review and .comment 0 0 FOR BIDS DUE 19 .0 PRINTS RETURNED AFTER -LOAN TO US REMARKS COPY To I Butte County(2),)11.Pleasant Valley Re-d-i"-mi^x- (2) ;- - File -; SIGNED: jahn C_ A n d P rs nn A rr b 1 17 P r t August 19, 1986 NOTICE TO CONTRACTORS The County of Butte and the City of Chico will no longer allow a one form, two pour concrete foundation system. All foundation systems will be inspected and approved as a monolithic pour unless the designer has detailed drawings showing another construction method on the approved plans. This change is effective immediately on all buildings except for single family dwellings and duplexes. On single families and duplexes we will allow a phase out, but on all permits issued after September 1, 1986, the above procedure will be in effect. ounty of Butte by: J.F. Glander Chief Building Inspector (�o ` City of Chico by: Rod Taylor Building Official ' JOHN C. ANDERSON, •ARCHITr(,T 125 W. 3rd Street CHICO, CA 95926 (916) 891.4242 TO Charles. R. 2515 Ramada Way. Chico, CA 95926 FIELD REPORT NO. HE FOLLOWING WAS NOTED: l' - REVISED 8.-27.86 DATE ..-. Aug. 15, .-..____..- I JCB NO. 336-8-85 , PROJECT Office Building for C. Priddy "LOCAL ION 427,)Eaton Road, Chico, CA j CONTRACTOR O:VNER Priddy i Priddy WEATHER I TEfAP. F,M PRESENT AT SITE _ ' ITEM NO. 1: PLACEMENT OF CONCRETE FOOTINGS- 2-a_n.d-l-ou-S=2-p P r - a_tx.a_c.h_e_d --_ — Drawing 1/FR1, and s.ttuchural calculation sheet (-b_)--D-e t.a.i_Ll_/_LR_1-r-efex_e_n.c_e_s—ex.i_s_t.in.g_ f i _e..l.d-c.o.n d.i._t_i_o_n s_ — found 8. 14.86..and 8.26.86. (c). Contractor shall: r (_l_)_._R_e_m.o v e _..a. Ll.__e x-i_s_t_i.n g__ 1_o o.s_e__m.a_t.e r.i.a 1:__ f r o m... surfaces of existing footing pour. Special _ __ ._a_t_t..e_n t i..o_n__s_h.a_l_1-b_e. _..p_a.i.d.._t o_._S_o_u_t h.- e.a.s.t c.o r.n a r.. _...___.. .- o.f• slab/.footing. (2) Secure loose A. bolts and hbldowns as required -- (3) Notify Architect 24 hours prior to intended ---'P--o Ut- for '-iri-:--In §"pecIton--sfia'll"-- ---"- coincide ,with Butte County's in.spect'ion. (d).. -Add to.. note. "CONCR,ETE" .4" .on. Sheet S,-1 as. . > minimum as referenced by attached report prepared - -- - ---_ —bY-J'o h n -S Delete--S'h e a r- Wall" 2"-:: r e q u"i"r e m e n t'-- "o f -" t w"o""(`2 -) , : h o"1 -d down's."- and own's "and provide Shear Wall 1. (Note: Window in Room 110 h a`s�•b a -an -"o m i:"tt"e d ; -see-S h -e et --A-- 3-)-: --- -----__._ _._ ___._. _ . REVISED 8.27.86 �•�G��ri rc�—:��•? r--:1 n•,�� Ltic._LI. '.'•i'��l'=;•,ij-:'r: C, ; I�S 10.____B-u.tt_e._-Cou.n.ty_,__Pf.laasant__Va.l..l.e.y___Redi-m.i:x _ �. __-:R�... _ �. .•cam. SIGNED_ -- — John -C. Anderson, Architect IF 6vE �4- Cocom � /T SAou4,0 7_000 X-V/ D0 eve 7rvi e /� �l1 esT, 7F�iJ Sh�uco r _ �rr TO T %Z" A.60LT5 EMbEDDF_D AS REQ'D. 13T LOCATION OF HORQ, ' 3P t 5U 1 7' MirJ.. f2"� ° �-- MESri Q , 4" CoNC. SLAG 5#''% i W�0000C,`, / 411}I� STAIcE I f--._......� o \ �/ 5"} � , 01 IN L E 0,Y:e oN C: •: %: y i 11 1 Ex'15TIN6 FIELD j L 2"SAND O/ V^rar< BA%ii• CONDITIOt45 i 0/4" GRAVEL FOUND 8-14-B& L- EACKFILL @ 907 MI1J. O� REL. COMP to 04 poWir-L 2Y2 TO 3" (t) DRILLED ' EM6EpMENT (8.2(0.8(0) FOC . T I NG 'CCA S DG i_ FR• � �" = Ir- 011 — ---- architect ------ john c. anderson 125 w.3rd st. chico, ca. 916.891-4242 project Office Bu i•Iding S.W. Corner of Eaton & . Silverbell Roads .Chico, CA. For Charles R. Priddy, Jr. sheet title Field Report sheet no - FR • j sht I of I date: 8.15.81, QI REVIS160 g. 2 7..gco . o 'Fill Materials Enaineerina File No. 86318 -resung ana Inspection 27 August 1986 Crane - Certification Pleasant Valley Readymix 5050 3578 Esplanade Cohasset Road -Chico, CA 95926 Chico. CA 95926 Attn: Mr. Joe Coulter Gentlemen:... On 20 August 1986, we core drilled the footing for a new building located at Silverbell and Eaton Roads. The.cored sample was.4 inch nominal diameter and was obtained, cured and tested in accordance with ASTM C42. Th'e age of the sample at the time of testing was ten days and the compressive strength'was'1100 V.'s.i. Under normal and•'usual-condi-' tions, we would not expect a 28 -day test of this concrete to exceed 1850 p.s.i. However, we'have been provided with a copy of the mix design and note that 15% of the cementicious materials consisted of fly -ash (pozzolan). Based on this information and our single com- pressive strength test, we project that the concrete in the footings for this building will attain a strength of 2010 2.s.i. in 28 days. We have consulted with the Technical Services Representative for Pozzolanic International and obtained the following information: 1. Concrete mixtures containing 15% fly ash will gain approximately 10% less strength in 7 days than will equivalent.mixtures con- .'taining 'only.P.ortland .cement. 2. At approximately 28'days, the strength of mixtures containing 15% fly ash will equal the strength of equivalent mixtures con- taining.only Portland cement. 3. Concrete mixtures containing 15% replacement of cement with fly ash will continue to gain strength at a increased :rate after . 28 days. At the end of one year, it can be expected that concrete mixtures containing fly ash will exceed by 15% the strength of equivalent mixtures'without-fly ash., kr►o) 891=6625 The nix design which you provided us for this work shows a 4.0 sack equivalent'cement content. Our experience has been that 4.0 sack con- crete, using Stony Creek aggregate, will reach 2500 s.i. in 28 days. Based on the information contained above, we are reasonably assured that the concrete used in this project will ultimately (±365 days) attain a strength approaching.Z5 0 R.s.i. Very truly yours, APPLIED TESTING CONSULTANTS, INC.. ei 4Jo G. Sears, .PE cc: Charles Priddy Butte County Building Department John Anderson 'i r aO To 'i c� .Sv %��D t2. "�°- g eErLECr6 ?.. .: M. To?fit_ W % o F Doti 6-T W o� sreu�ro2� Q�pF E SSIONq! BAC Fi / Exp• 6.30.39 2 m 03 �7 I Y`` CIVIL. ��\P I STf OF Cm -\F 2v' PROJECT:DRAWN: BACHMAN & ASSOCIATES CHECKED: 3012 Esplanade Chico. Ca. (916) 342-4136 -'fit COUNTY WILDING DEPARTMENT DATE T. - SHEET N 0. OCT. 198(o JOB NO.., 0 OF NOV 2 51986 M, M� s 738-7 �)Cy.5) = 1-7 cl, ► M ��"d 5,1=, = yon A m -2y23��'� U X 8 X .I fl C� � ca. --�v c��> ✓� y n j _ I? d = 381 58' 10 as d = Lo3 8NBx/ox 150 xy 3'1�-y ®©o q J C-4 0ie- MAO PROJECT: DRAWN: DATE; SHEET NO. STAT c.�a t3 i -v 6CC T 17 8 BACHMAN & ASSOCIATES CHECKED: JOB N0. 3012 Esplanade Chico, Ca. (916) 342-4136 `-' ^ /� OF N 0 V 2 51986 .yyT.r len. M A' = 1 T41, 4>6,1t) , rt? - 14 r P ) a.C- e. .41 i 1�wt. 6L./4. r T. 4-ael( ewi PROJECT: DRAWN: DATE: SHEET NO. BACHMAN & ASSOCIATES CHECKED: JOB NO. 3012 Esplanade Chico, Ca. (916) 342-4136 `-� w / 1 OF N 0 V 2 51986 rk 1.16 GS. 5 1�„��i 1'l� , (�-Z3 1'N.1 7, 51 0-4-0 � )/,Zq 124 2 , ., Q�OF E SS/0 QJ\�W, eqc� F� '� `� p? , 1 �q✓ !� �, Exp. Cr U 6.30.89 I�? 1-i X Z�G� L� oa• J� 27 9.11 � i 1. `T Civ1L �P V qTF OF C PROJECT: DRAWN: DATE: SHEET NO. BACHMAN & ASSOCIATES CHECKED: JOB NO. 3012 Esplanade Chico, Ca. 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