Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
047-250-190
I � I Q47-250-190 99-0753 HO Duane l 4100 Keefer Ro hico /1•�5 Contr: Stcve Sicke -a) new SF 1)4-1-,25 0-190 HOW Diiane 4100 Keefer Roa , Contr: Fox Electric Fire Sprinklers for B 0-190 99-1 �41O 6 OWUANE T0 KEEFER CH1CONTR:STEVE SIC / TEMP POWER 047-250-190 99-125 AG DUANE E. & KAY L. HOWARD AGRICULTURAL EXEMPT PERMIT HORSE BARN 047-250-190- 1847 HO DUANE ,�{ 4100 KEEFEI D. CHICO CONTR: STEVE SIC )l • )(Q , IOX23 ADDITION 1 s NOTES , i 1 , 1 i I S 1 1 , E RESIDENTIAL / 047-250-190 99-1847 PERMIT N0.: HOWARD, DUANE _ 4100 KEEFER ROAD, -CHICO CONTR: STEVE SICKE ` 10X23 ADDITION 1 I/I S/a kK m a c U � a � sop k"l 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature / /J•�p il p1�o CHECKED BY V = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V=OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 42. Bearing Walls over Girders & Floor Nailing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs PLUMBING (Permit) OK except #'s 45. 17. Water Htr.; Vent -Access -Combustion Air Baffle 76. 18. Water Pipe; Test & Anchor -Nail Protection 77. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 78. 20. Shower Pan; Test, First Floor -Tub Access 79. 21. Test Tub & Shower, Second Floor -Tub Access 80. 22. Gas Pipe; Sixe & Anchors 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Stucco Brown -Finish 23. Fixture & Transformer Clearance -Ins. Protection A.C. Unit Disconnect, Electrical -Plumbing 24. Elec. Receptacles Spacing -Lights & Switches at Doors Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 25. Size Boxes & No. of Conductors Stapled Water Well, Disconnect, Electrical, Plumbing 26. Romex Installed Close to Edge of Studs & C.J. Exterior Elec. Trim, G.F.I. Receptacle -Underground 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Ventilation Throughout House 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Glass Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Corrections from Previous Inspections 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral E) Yes ❑ No Gas Test -Meters Tagged, Gas -Electric 31. Service -Riser Conductors & Ground Main Disconnect Water & Sewer Connected -C/O to Grade -HD Approval 32. Equip. Clearances Panels-Motors-Mech. Equip. Energy Compliance Certificate -Other Certificates 33. Clothes Closet Light -Shower Light -Spa Light Address Posted 34. Smoke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date 47. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance MECHANICAL (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 35. A.C. Ducts Insulation & Support 51. 36. Vent Fan, Exhaust above insulation Property Line Firewall & Openings 37. Condensate Drain & Overflow, Size & Grade 54. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 39. Attic Access & Platform if Furnace in Attic 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date 68. Card B-1 Date Card B-1 Date 69. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill At. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive D Yes Q No/Walks ❑ Yes 0 No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 6 Y (HPWARO-STEVE SICKI / HOWARD - T15N 23' COMN i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I No TOP CHORD 2x4 OF -L #1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard 10 PSF BC LIVE LOAD PER UBC. 3 • PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i i O C=) W4X4 m M co co M 0 z x Q tom. , i > i , _ i �3 w= WJX41M W2.5X4(A1) Tai o' W2.5X4(A1) = -0--0 w• 11-6-0 _I� 11-6-0 _1 z. . I 23-0-0 Over 2 Supports R-811 W-3.5' R-811 W-3. S, dui Itz LUUNI I ,jUlLDXNG DEPARTMU41 AQPPO v ED , 7; PLT TYP, Wave TPI -95 R Desl n Crtterla: TPI ST CA/ -/I/ -/-/-IF Scale -.25" Ft. L.E7 I .--., > -'IULRNIIG^ TRUSSES 11CU1Ef MAINE URE IN FABRI4TIO1. MAROLIAG. SNIPPI[G. INSTALLING AND BRACING. DEFER TO Rill -Ill (HANDLING INSTALLtN1 AND DIACIISs) 041t151110 11 'IPI rINUSS run 1:UiSTITNT[. am D'CloralO a.. SUIT( 900. NADI Sol. NI $7719). FOR SAFETY PRACTICES PAID% TO /aNIM[ THESE iRIMCTI01[. UNLESS OTR[BUISE IRDICA7(D. TOP WILD SHALL NATE PAOP[Btl AITACN[D TC TC LL TC OL 16.0 PSF 10.0 PSF REF R427--38226 DATE 08/05/99 Q. inOCTOAAL FADELS. SOT70N CNORO MALL UTE A. PAQPMY ATTACKED 2161D 9111.110. --IMPORTAN7-- Aug 06 1999 - > FWINISB A COPY Or THIS RESIGN TO TP[ 1N3TAtATIDN CONTRACTOR. ALPTIE (AGIIRCRE., PRaOICIs. NYC 4NALl NOT BE AESPONSIOLI 9C DL 7.D PSF DRW CAUSR427 99217040 CD 07 ALPINE FON ABT DIVIATIOA FR01 TINS DESIGN; ANY FAILURE To IOILO iN[ 1IU83[4 IA 9arcionc[ Nt111P1; ON rAB119Anis. "Amiss. 3NIF►7Rc. (NSTAL[715 AND IIACINO OF MUSS[$. Ttl3 DESIGN C0141ANS .NITN APPLICABLE ►101131015 O7 ADS (NATIONAL DESIGN SB�6 D500 BC LL 0.0 PSF CA -ENG /GWH 1 C=,! 3FECIr1CAT10U PNBL1s1ED M THE AMERICAN FCA[3T ASD rAl(B ASSOCIAT101) MD IPI. A PINI cca: cloas ARE HADA or 1DAA Asm ms3 a40 SAl1. =TEFL. 11c(rt as n7ro. ArnT cormwas TD TOT.LD. 33.0 PSF SEON - 20845 M' SAC N rAIE Or TRUSS. ARD NILCSS 11114141133[ LOCATED 01 TRIS DESIRE. POSITION CORRECTORS PIR DUR.FAC. 1.25 aM1IRAS 160 A•1. Tnt SEAL a 7NIS aA11NG [1DIC.AT[S ACCFPIAlt( Of P4o11s310RA SmalNlgING Alpine Glodllde,IDa CBMI04[TTlLFOR AETY /aPYT7CDLAaIAll VON tINIt11lN TRUSS DTN(TIfsFOltI1)LITr of T1E YlD[D0S110101. INS. 10[SIGIE1TY AND fE1 9 TBI SPACING 24.0' JBgNII1COND 93e28 AIS7,TPs 7.7DDs SECTION P. J )UNTY "ARTMENT NED OILS StE 9i6 : 'ON 3NOHd 3710 I S 303iS : WOad U.; R� o� j- � R 9 Q C 02 6nd T'l ni OILS StE 9i6 : 'ON 3NOHd 3710 I S 303iS : WOad U.; J j- .L Zd WdSZ:60 6662 02 6nd OILS StE 9i6 : 'ON 3NOHd 3710 I S 303iS : WOad COUNTY OF BUTTE -DEPARTMENT OF , ,ERVICES -BUILDING DIVISION 7 County Center Drive Oroville, C •Telephone (530) 538-7541PERT N (Rev.12l96) APPLICATION AND a `RMIT ��'—�� ASSESSOR PARCEL NUMBER 047-250-190 ZONING `J BUILDING PERMIT OWNER DUANE HOWARD TELEPHON SO. FT. OCC. BUILDING VALUATION 230 U 4,140 OWNERS MAILING ADDRESS 4100 KEEFER ROAD, CHICO 95926 CONTRACTOR'S NAME STEVE SICKE TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 4,140 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 46-80 BUILDINGADDRESS 4100 KEEFER ROAD, CHICO Ener Plan Checking Energy g Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition )ff Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10 X 23 ADDITION TO GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home s G W El, n PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service 20 A OR IES. 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ie full force and effect. n License Class — Lic. No. `� 3�1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 haveand will maintain a certificate of consent to self -insure for workers' co ensation, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. Qol 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' p nsa Ins rance carr) r and policy number are: Carrier ���—�e01A L�1 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 14AA&_ Date n � ture of A (cant - ❑ Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To L000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. S.3.5¢FT. NE CONST MULTI.OUTLET @7.50 POWER APPARATUS S SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @x,50 Ex. Occu . onx� A D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ oc c TOTAL FE $ 16 AZ. D FEES IMP O CD p HD ISS This permit is hereby issued under the of the Butte County Code and/or indicated above r whi fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date ReceiptNo. 273189/$166.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,,California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev.12/9¢) APPLICATION AND PERMIT - 2 - ._ ASSESSOR PARCEL NUMBER ! _ n SO - lR O 1 ZOMNO BUILDING PERMIT SO. FT OCC. I BUILDING VALUATION I I I u l[ LA Ah Total Valuation LICENSE NO. Filing Fee Permit Fee Plan CheckingF UU $ 20.00 LCFDr OWNER ry eD/'� Energy Plan Checking Fee $ OWNENL9 IT AQ07 o � ^ CONTRACTOR'SAM NE $ CONTRACTOR'S MAl1NO ADDRESS 23.00 CONSTRUCTION LENDER PERMIT FEE _ LENDER'S MAILING ADDRESS 9UBDM90N'SNAME ARCHITECT OR ENGINEER ARCWTECT OR ENGWEERs MAILING ADDRESS SUILDWG ADDRESS SO. FT OCC. I BUILDING VALUATION I I I u l[ LA Ah Total Valuation LICENSE NO. Filing Fee Permit Fee Plan CheckingF UU $ 20.00 ,Z-�-,5 JIN / ) 4o(c,'E'S- ELECTRICAL PERMIT Main Service 800V OR LESS .LES. Main Service 200A TO 1000A NEW CONST. / DWELLING OCCUR OR ADDNS. \ A ACS. Rina. Fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.5¢'' .0 @7.50 EX. OCCU OUTLET OR FPnURFS LCFDr Ex. Occup. OURET36 .°� Energy Plan Checking Fee $ Temporary Service 23.00 Mobile Home Facilities $ Misc. Wirina 23.00 PERMIT FEE _ LOT NO. 9UBDM90N'SNAME PARCEL MAP PLUMBING PERMIT Each Trap USEOFSTRUCTURE Solar or hea pump water heater SFX Duplex ❑ Mobilehome ❑ Other Water piping eP�`� Each gas water heater or vent TYPE OF WORK Gas piping system 1 5 outlets New ❑ Addition X Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Buildingsewer I O/ X C 3 I Mobile Home I S11 G I W Describe Work: p236 PERMIT FEE $ ,Z-�-,5 JIN / ) 4o(c,'E'S- ELECTRICAL PERMIT Main Service 800V OR LESS .LES. Main Service 200A TO 1000A NEW CONST. / DWELLING OCCUR OR ADDNS. \ A ACS. Rina. Fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 20.00 23.00 46.00 3.5¢'' .0 @7.50 EX. OCCU OUTLET OR FPnURFS N W 1' sAL yo Ex. Occup. OURET36 .°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation P MIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee • 6 OCC CONST. TYPE TOTAL FEE $ -Z. 10. FEES I IMP I FLOOD I CDF I PARCEL IPD ND ISSUI This permit is hereby Issued under the applicable provisions of the Butte County Code and%r Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7,COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET , 0 WNER: DI 1 AA—.t ASSESSOR PARCEL NUMBER: n�C. f a — 0 Sj O --1 Q Q Proposed Building Use: ��, Building Inspector: Date: 3- /1 -qQ At time of permit application, I was vise the following data must be submitted prior to permit processing and/or issuance: Date Received By 44. 1items have been submitted-----------------------------------------------------------------------7-------------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 1:17. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate.------------------------------- 1114. ------------------------------ ❑14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner-Builder ---------------------------------------------------.❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------. ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------- 030. Other: (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑ ail to contractor. ❑Telepho and hold for pickup at ( office. ❑ Deliver with inspector. 3�3 33� Applicant: itq` Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P llution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 11Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required:s46 u 40 Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by& Date: ? Contractor, designer, owner, was advised of the above required data byAT:p�hone, ❑ mail, ❑ Building Divisio counter, b Date: /3 Contract , designer, owner, was of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, bypi Date: c or, designer, owner, w sed of the above req%1d a by ❑ phone, ❑ mail, ❑ Buildm ivion counter, by Dat : Plans reviewed by: Date:Plans approved by: Date:Sets of plans on hold in ❑ Plan Cabinet, ❑ A.PNote transfer by: Date: E.H. USE ONLY Plot Plan Attache Floor Plan Attached 1�— Sent to B.D/ � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner L ation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well 4 Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: J-6 /s//5 A.A4ma_ Environmental Health Specialist Date am Q1 NOTES X,F mI RESIDENTIAL 047-250-190 99-0753 PERMIT NO.? HOWARD, Duane. 4100 Keefer Road, Chico Contr:.Steve Sicke new SF SPECIAL CONDITIONS CHECKED / BY �RA .. OOD CERTIFICATE REQ. S R ll�� FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature �?� { F t r 1 r RESIDENTIAL 047-250-190 99-0753 PERMIT NO.? HOWARD, Duane. 4100 Keefer Road, Chico Contr:.Steve Sicke new SF SPECIAL CONDITIONS CHECKED / BY �RA .. OOD CERTIFICATE REQ. S R ll�� FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature �?� /= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements -Setbacks -Easements Carports; Windows -Doors 2. Soils; Special MH Support Sketch Electric ` 3. Sewer; Location -Test -Fall -C/O -Concrete Frmg.; Sills-Anchors-Studs-Rftrs-Trusses . 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Braced Wall Panels 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Footings; Size -Spacing -Marriage Line 4. 3. Gas; MH Test -Demand -Valve -Connector 5. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. 5. Drain; MH Test -Fall -Flex Connector 7. 6. Water; MH Test -Regulator -Connector 8. 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. 8. Gas and Electricity Tagged 10. 9. Tie Downs -Type -Installation Cert. 11. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1�. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.: Posts- Bea ms- Rftrs.-Connectors 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric ` 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses . 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ` 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date 4nderfloor (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope ig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth . F ., arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Deptn 41. %F, -Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ste alts, Main; Steel-Blockouts-Wrapped 6;4H0_Jdfiowns walls, Garage; Steel- Blockouts-Wrapped and Special Anchors 7. , Steel -Wrapped 44. P' s-Fireplac Ftg.-Steel . D.W.V.; Fal itting-Test-2 Way C/O -Sewer Test 41 G . OF as ipe; Size Anchors - Yard Gas Piping; Size Test a3S4. d Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date U Card B-1 Gs,J Date Card B-1 Date UMBING (P it) OK except #'s 7. Water Htr.; V -Access-Combustion Air Baffle ter' Test & Anchor -Nail Protection D. .; Test Fittings & Anchor -Nail Protection t)'Qb Shower Pan; Test, First Floor -Tub Access es Tub & Shower, Second Floor -Tub Access 2 as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date 'f 4"! Carc!13-051 Date Card B-1 Date EkECTRICAL (Permit) OK except #'s 2 . Fi re & ransformer L lea rance• ns. Protection 2 . Elec eceptacles Spacing -Lights & Switches at Doors 2E. ize�exes & No. of Conductors Stapled 2 ' orDwrllnstalled Close to Edge of Studs & C.J. 27 gyrp!Ground made up w/Meth Fastene - 2 2 App Circuits in Kitchen & Conductor Size GFI / ga. Gu or AI-A.C. or AI Range Circle /10 / g Cu (.Oven Circ. / / ga Cu or Al Insulated Neutral es 0 No S vice -Riser Conductors & Ground Main Disconnect E(*p. Clearances anels- otors-Mech. Equip. J;V�CLOhes Closet Light -Shower Light -Spa Light UOOSSmoke Detector Dater _:) ! , Card B-1 UP Date Card B-1 Date T Card B-1 Date Card B-1 Date MjeHANICAL (Permit) OK except #'s _ _. A.C_z'ucts Insulation & Support 3 an, Exhaust above insulati0 CVensate gp4T'rOverflo ize & Grade F ace- ant Access -C ir- Return Air Vent 115 outlet Rd'Attic Access & Plafrorm if Furnace in Attic Date Date b Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 4 Si ro Materials & Anchors 41. W s St -Nailing Spacing & Braces -Plates -Sound 42. Be ng Walls over Girders & Floor Nailing 43. Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. aders Beams -Size & JBaring 'ingle & Duplex) Date FRAMIN ontinued) 4 Hangers-Pos ap nchors-Connectors 47.CIi . Joist- . ies-Purl i off .• Bra - ting.-Rfng. & Receptacles at Kit. Counter Fi ce Ties or Typ . Flue -Fireplace throat Clearance age Fire Door, Swing -Landing -Closure Attic A cess; Size & Romex Prole on-Dra Stop -Ins affles 5 rm. Windows or Exiting Ohdors-SHOR01 Di ions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits a3S4. d Stairs; Width- Headroom- Rise- Run- Landing- Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. G zing Area -Glass otection-Skylights-Plastic e -Z 915f EP.Ahear Walls; Nait ' g -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INA L (Plans) OK except #'s Ex eps-Door & Sidelight Protection -Landings Smq�& Detector urnace Vents -clearance -Comb, Air -Connector - In e; Above Floor -Ducts -Mach. Protection 66. Bedroo ttino - 61.1.eF..l. & Bath Fixtures & Tub Access - 66 ec.J.rim & Subpanel, Bre r Sizes & Labels 711,fire or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. 2. Ki xt. & Appliance; Ground -Air Gap -Cooking Clearance 73'E!p--Cq-Usts & Receptacles at Kit. Counter 7 age Fire Door, Swing -Landing -Closure 75. Act in Garage -Damper 79�Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor -Meth. Protection 7 Plb. lec. & Mech. Equip. Listed for Location U-Iltl;._Receptacles in Garage (F.F.I.)-Romer. Protection 7 Ins oam-Looked in Attic �ueff�Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth C ante Looked under Floor 0 Yes Followi g Instld./Drive 0 Yes :1NoMalks :1 Yes 0 No/Planters 0 Yes :1 No 83 tucco -Finish 8_4,-<C. Unit Disconnect, Electrical -Plumbing 81._Yentg-Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Vatr�r Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground 88 entilation Throughout House 9 s Protection 90. resJions from Previous Inspections as Telt-meters Tagged, Gas -Electric 9 Aw M. 4. ter & Sewer Connected -C rade•HD Approval Energy Compliance Certificate -Other Certificates Address Posted Date V Card B-1 (/ Date Card B-1 Date Card B -1J Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FROM : Sita= SICKE PHONE NO. : yib .345 5740 Feb. 20 2000 09:48AM Pi S",'4 -'VF SICKE, GENERAL CONTRACTOR #320138 I'Arti'I Ft.Ii TRANSMi-m-A[. SHEET •I t t VROM' /e/'dJGI/ C� tco p f f li« I!( )lt VANY I)w'I'I•} .It r La ou t Iul �t� iJc'AT. - i+1Cl�lilt 'IO'1'AI. NO. Ut+PA(:1!? INCLUUtN(: COVL'14 ��g- X140 1•110NIi NI:Mlil:lt• SP.NOLK", RI:PI3RPN(:I:. NUMBOW RE Y(ll1lt ltL't+IS1tLNCE NIIMBIM: TSyf, r'folw Ce -4, ❑ 1.IItGt;N'I' D FOR RkVIRW Cl 1'1.)iASV COMMENT 0 Pt_LAS8 REPI.Y ❑ PI.RASI? ItfiCYCI.R ,•It 1'I'11> r. ;l)AIf+11�. N'1'$ •i �/.%+ la � 10v (P y � f � i(d� 7 d� r �(J9-4u�� �O aLaa �qvo l4efP,- 31 GARDENIA LANE CHSCO, CA 95928 PHONE ANDTAX # 530-34S-5740 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. b Kvq-Co"o a1 COUNTY OF BUTTE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER d 4 /� q9 ^�5 PERMIT NO. A routine inspection indicates that the (following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r �-QOa �� ►,. �,�� W-409=? -W 1 f Date _ ��� Inspector REV 10/92 10/29/1999 F111 07:57 -f <S — CHIC0 a 3455744 MOXNQ NEER D WOOD SYSTEMS certifiic,aLe of Ccrt'nc2tQ_ 0 5 0 91 4 ^c F NO. 575 D01 e � ,v I11U UMI?I:IIvl0N01 FAANJI AW U11t.l l t ll.:1 It11,;; tI1n1 Ill(- •.11m. -twill wilod 1m)(1110,; Idolil{llod I101ow tint) nln-kao vvito (I r.Uliudivo Irlrlrk of Cnglnae►otl wood Systwsrs (JEWS) wolf) 1►�:�►� Ufaclured In f1ccofclanca With 1 Iy ^110C.11catfrJns Ilitilcatod bolow, �K ANISI Stardafd A 190 1 1992, for Struclural Glued Lamina' d Timber ,/ ) 1S rs %r� C c rrt r r;ifr'f` 7` R. ,(/�Z 6A, u�i' 01112 % �� 'f � � r .rJ..,� hfSftl�x As buy LRs_1tic, EI_k GROVE, LAI IFURW-CA 23591 - -- Own 7/30/46 ry�nra ,-Jotim, 09-0440 1 °-' ALAS �1'tl1.RliC1t� E�tTEt?iU►i u�UC�_�JOOF_Vq, itlt�lllTCIllltl!Ai'E'I:JIJtJ�"1Ct,, I_ilir', S;fN:', MAI 1 f), moo, Itr1lylo'. ►Shill tt, �' �� _`f���..� r'�R.��'t:•_�/ f'� _ _ ._. inlu ltLJ1l i } i l_ Ui!1 Ift Ji'► 101501 _ + Larl�pituy U J15F' CACAI1K U-101, Ac - 0. box 50 _ l3Jt. ._ _ �;C—1J /j�a,..-. NOISE;, IDA110 037;;+3 t IT IS I -{may ccin lFirl) 1•Ftl t',a Souclural glued lair►inaled IIPI.{m 1.,-cvt _{ret of Vie above-rzemad m7t+uf#cture; 101ch carr es a col is -tire r;1arK of Englneered Vibe)($ Q)slorr; LEW51 Is suulsct to fegular aud;1 bbl Engineered Wood Syst4als, stich atl6i consisting of lila In4pa ho %vl!ll odsonable frequency o! file rnaralllec`urir�g process, wlili edequale sompling b veiny ilia cluaTy of r ulcvn conslrtfcllott and tho adequacy of glue bond -{ iornas G. VJNllamson I*>il millvu Vh!o f'In1,11111111 —1-11r.cncn Wr"rM cv.: i -bey - A OW, A is I r011V0IIA i i o i j 0t- APA FROM : STEVE SICKE PHONE NO. : 916 345 5740 Feb. 20 2000 09:49AM P2 3 4 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE --.. _......04..�- s:. _ _.... _.... 4100 Keefer Rdefet- ® 7 S 3 Chico �._ ..._ Ni mEie aRii.Stre_ DESCRIPTION OF INSTALLATION i.. ROOF Thickness (inches) (inches) _ Y Brand Name Thermal Resistance (R -Value)__.._..., 2- CEILING Ban or Blanket Type FEih tars Rafts _ Brand Name Johns Manville T Thickness (inches)___.1P.-;5"hermal Resistance (R -Value) R30 _..:.. _ ( )_...._. Loose Fill Type Fiber lass Brand N#mg :Johns Manville C� tiraeto;ls min. installed wreightlft sq. 500 _.,-Jb. Minimum Thickness 13 , _ -inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material _Fibeeg6issJ3att;i....... - Brand Name Johns ivla iliil f .._ . Thickness (inched 3.5" Thermal Resistance (R -Value) R13 4. RAISED FLOOR Material _Fiberglass -Batter—. _- .. Brand Name ....JDhnfi_MaWIIe�..... - T hickness (inches). _ Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material --........._ _.._ Brand Name Thickness _.._ .._ _ .._ Thermal Resistance (R -Value). _-. .m Perimeter Insulation Depth (inches_..,.... .. 6- FOUNDATION WALL Brand Name T hidkwss (Inc hes) ...... ......_ Thermal Resistance (R-VaiueL____ DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance Rth6e�i cien icy Standards oresidential buildings.(Tt® 24.Part S, California Cods ofEfi L Regulations) as Iddonthe ertificate of compliance, where applicable. r.. LOERKE INSULATION CO., INC. C.L.#499150 _ � m Slgriatr.lre, ate lista-�-Subcontractor ,,, irre r ~ 1'00 General tractor (Co. game) Owner #s Signahare,"Qata _ TnsFWii u bn�-1 o. ami,, Or Generalfontracior (Co. ame) Or C caner Items Signature, Date Installing Subcontl( otor (Co. ) am.Or. General Contractor Co. am® Or Owner .rG LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (530) 893-0112 0 FAX (530) 893-0140 Customer: �,� c � Job No: �W ac �� CA -\'r Address: Alpine Engineered Products, Inc. Christian W. Chappell .8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 AP#: Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 (HOMARD-5TEVE 51GKt / IIULlAMU - Ic l.un) REINFORCE TRUSS FOR HOLE DRILLED IN TOP CHORD REPAIR PROCEDURE 1) NO REPAIR NECESSARY FOR THIS CONDITION. (E)ORIGINAL PLATE MUST REMAIN UNDISTURBED. (0) NO KNOTS. OR OTHER LUMBER OEfECTS ALLOWED IN DAMAGED AREA. 5/8' NO DRIL.LEC amen rbAm rnue1171713 1110nT wnene it 11rwC19eInuon SIIANTTTFB BY TSUSS MFR NOTE; SEE ORAWIN6 CAUSR427 99103005 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS. TRUSSES RUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 1�J too i 6-10-0 f 6-10-0 J 13-8-0 Over 2 Supports 8-507 W-3.5' R-507 W-3.5" PLT TYP. Wave TPI -95 R Desi a Criteria: TPI(STD 1 CA 1 - - - F Scale —.37S"/Ft. ALPINE �1,�,,. uPmD y ' �' ••VMlttNG'- T0J=5 1190919r EXISLINE CAU 9% MR cat w. A•ANC4103. 549PPE13. 1"T"Ll"S AIn tt1CSto IVE1 10 111T•91 (AAIML195 I1ILTULINI &W BRAC111). PUBL111110 11 TPI (TRuss PLATE IRIn To 1T. 1E3 D'11OTt10 C4., SII)n 193. UDISIA. VI S3719). ►C4 411931 Pt ACrtCD SAI9t TP PEefa slld To -ISE rUCTICYS. OritSS /0/1994159 I101Ct1ID. T0! Cqm I11ALL DAIL P90PIRLI ATIAC 10 iThiT014L PArtt P. BOIRS Cta* S►ALL 1141L A IAOPWLT Aimmi0 Erma CRIME. •-IPPOETAIII-1 hU150 A C.PT of T119% 014191 t0 6'I 1t4tALLATIDI CORIPACTAI. WINE 4131A1111D ►LCDIS. DIC. 144LL 101 911193014rUs ran ANY D19UFJUN FAOS 11115 DES"; A111 /AUUPt I% UC $%lto W 1913115 w Car►®+Arcs 9110 TPI: Ca PAIRIMUt. 14tOL1►L. SRIPPgG. 115MLING 4tD BELcIRG QI tRDHtt. ALS 013IGO CCIIDINS MIDI APPL91ASLE PAOV9410" OP Dos (PAILC/AL 99530 UNteL9 tlT AAM m&ielor MATASIA iTRi`ut4C WT.. SIM.ALICI F AS NOTED. nMY CC °KALF9ICKS TO CAL: PACE Cd TNA$. AND 1PILESS OTREAVIS► tCCATO GR 11115 CI51C4. POSl9IOI 01"ItCIOn PIR o9pItGS 190 A.S. 0r1 S14L DI IRIS 00%l►9 L9nICA396 ►CCI►TAUL Of IACUSSI9AAL Errttulltc nIPOtSINILITT SOLEAT 101 9109 NAS% CONM4tt CISNI Sags. t.T OIITNtILr'lo AY) elf OF I9(i cellmosT Tot AV OW1111Ul Irnut9: 3% TPI tE9Po11LRStr71 ri rot 14190[5 DLSIWEY. He A\5111►1 9- 092S 34c►l01 9_ E>F8lp, 'Y �9 � * * TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427-21.463 DATE 04/13/99 ORW CAUSR427 99306011 CA -ENG AE8/CWC SEAN - 15624 OUR .FAG. 1.25 SPACING 24.0' N .-1 �-t (REPAIR: HOWARD -STEVE SICK[ / HOWARD - T2 COM) REINFORCE TRUSS FOR HOLES DRILLED ON CHORDS AT HEEL -REPAIR FOR 2 O[FFERENT CONDITIONS 1. 2 518- HOLES DRILLED IN TC AT HEEL 2. 1 618- DRILLED IN TC AND 8C AT HEEL REPAIR PROCEDURE 1) SHORE TRUSSTORESTORE TO PRELOADED CONDITION. 2) ADDING PRE -PLATED TRUSS SECTION TO ONE FACE OF TRUSS.. 3) RE -LOAD TRUSS. (TS)PRE-PLATED TRUSS SECTION: TOP CHORO(S):2X4 DF -L #3 BOT CHORO(S):2X6 DF -L #1 ATTACH SECTION WITH 10d COMMON NAILS (OR EQUAL) CIRCLED HUMBER(S) INDICATE TOTAL REOUIRED TO EACH MEMBER. NAIL AT 4' o.c. THROUDHOUT. 1(0) HD KNOTS. OR OTHER LUMBER DEFECTS ALLOWED IN DAMAGED AREA. 2 MOLES GRILL IN TRUSS - EITHER 2 HOLES DRTLLEO IN TC a �' OR 1 HOLE IN TC AND 1 IN BC 10 (0) 0 [R 15 UH6 FHLPAULU FRUIT GUMr11ItK tnr01 tLURU3 b UIOLII31UNJI) aMnu.c.r NOTE: SEE DRAWING CAUSR427 99303005 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED BT THE TRUSS MANUFACTURER OR LOCAL BUILDINB DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. 77 B +B -0-0 10 —3.0 -0—� I -o o I —Ol 1 6-10-0 I 6.10-0 _l 13-8-0 Over 2 Supports _I R-507 W-3.5- R-507 W -3.5- PLT TYP. Have TPI -95 R Desi a_, Criteria: TPUS7 19 CA/ -/I/ -/-/-IF Scale –.3750/Ft. ..w,. I e0•• TROss[s UDI DTMI alE a FMICATIDT. AAtDis""I! " . InnLLIR: A40 jt LL L6.0 PSF REF 8427- -21463 UA:In.. ural TO ne 91 (RIAOt W5 IWhttjVS Al) asacu:). PWLIS%IU Ir TVI Lfam ILAT. ISST, fuTt. SSI WC13FBIO OU.. lei 11 200. RVIM. PI 131491. f11 SArcli VUCRCSs PU7:4 1C ►E1 rtJ1tla. TRCtr ra1LTICTt. IMUS STPIA/rSt TUCICLTIO. f0► CUM SOMI SAI[ POWULT Ar Ttcam TC DL 10.0 PSF DATE 11/02/99 SMJCt.U.. PAILS. Loffat CRC1O SMALL tllu[ A PAUMV ATTAC110 UN11O Ct L1R3. `•111PORTITT•- raSSISU A C0►t OF TSLS OLSICT TO III 193TALL010 CWTRACTDI. AL►ttl 1U41KlSID 'jP 8C OL 7.0 PSF DRW CAUS2427 99306414 ►tmcrs, uc. sRA, sa: 1t U1s1055taIt ►at ASA O[TIMOA FUR TRti UU :t; Aro ►Atcttl TO 6 r ALPINE OO1LDIRE Rlsses IR catrcapmcr ■r1s r►1: DI ►AtttCAT150. OMLJIM. 3110VIta. I1STM.t1Ra 03 BC LL 0.0 PSF CA -ENG AEO/CNC tuWKS Cr T"SM. ►,IIs M51G1 CC11115S VITA A►PLILAULI /ROTIILUtS Cr 911 twim+t otslal Dc Ialai iDuiilii+N0e►[ti F 140 AlM ,613 6:►0 C11ITMIT pSM4. titct►f AS0 SAM IISoup , T14JLY Camcir 11 r1 ♦ * TOT . LD. 33.0 PSF SEQN - 15624 EACH Put V ROU. uo RSLISS STIVIVISC LCCAI[D CHR IRIS O[SIGI. P"ITt0R CC%IMTYS Pu pAVERM Ip A 1. Ter Sfi1 US TS111ot4RIA: PA39AIIS ACCEsr►1t[ Ur POVISHOUL 1501111111AI OUR.FAC. 1.25 01x1001 1� DESPOSSIOIL111 WILT TOO TMT lint CUW:IhGYr 021120 SK1R. TI[ SJLTAIMIN AU PZ Or TAIL AIP � >� Ifs A INI too 4 stcTRwr11CA J1 t1110R. 13 tri RLIP3tSISIlt11 CHF UE SJILDIR4 EIU.11R. 414 SPACING 24.0' (REPAIR: HOWARD -STEVE SICKI I HOWARD - T2 COI REINFORCE TRUSS FOR PLATE MISSING ON ONE FACE REPAIR PROCEDURE --------------------------•---------• 1) SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. 2) ADDING TRULOX PLATE TO ONE FACE OF TRUSS. 3) RE -LOAD TRUSS. (T) TRULDX PLATE: HAILS: 0.131'X1.375' TRUSS NAILS (OR EQUAL). ATTACH TO BOTH FACES OF TRUSS. CIRCLED NUMBERS INDICATE TOTAL REOUIRED TO ONE FACE. SEE DRAWING #142 FOR TRULOX INFORMATION. (T) 31 THIS UKU PKLPAMP PKVK CUMPUILK INPUT ILUADJ k Ut1It"1Url3J 41.111nLIACp 01 Inaaa nrn. NOTE: SEE DRAWING CAUSR427 99103605 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE OESIGNS AND SPECIFICATIONS. 6-10.0 _I_ 6-10-0 J 13-8-0 Over 2 Supports R-507 W-3.8' R-607 W-3.5' -IT"- PLT TYP. Have TPI -95 R Design Criteria: TPI(ST 19 CA - 1 - - F Scale -.3750/Ft. ALPINE - Alpine Engif t' iDo 5atrametaw Aue •-1Du011w. unts nillot TA111Er[ u■t n FABRICATr311. 11AROu1a, s■Imola', 1■STALLI■S Alm OUClla. rens To 1110.0L 01"0.1511 IlgpAnlrO a<a BIACl". P.BI11r1w 01 is cram rule 1119[ITIIIO. BBS D-MCIXIO an.. 2J1TC 4'30. IMatto. IIS S3110I. IM 9TTITT MUMS PB11A TO PrnCININ TMg 110C"CO2. U11LISS Un[1■ni t%MrAI4D. Tt> 000 scala oa1C U40 XLV ATT"1110 . .t.ICT1MUR FARED. L01 ra,1 0-010 "ALL BAT' A PBOfMV ATTAh19 MID "L91182. ••tTs�mTrA11T•• ...I. A COPT of TBI. 01.50 To Tot 1LnrALIAT[0■ CIVOAWel. ALPIK I0D3 1199 "DOSIS. 1110. LULL 1101 K111arJ■sult Poi PIT auATIO■ ►TCI$ CBIS 0121ST: PCT rAIWE to WILD TM. Tilsit, to COann""cl MITI$ TPI: 011 VAnICATI116. OMDLI■l. S+IPPIT.. IWAILINA All rTAclla c( TRUSSES. THIS DEs1a11 cD11ralI$s ■1111 ATFL1CAUL PILT)SICAT Or 002 pArf(IM 0129112 11:entsnlB By Ta A,ntc.■ Fwu[ u0 aAPu A:zacunaMJ 410 ts1. ALPtA¢ COH ICTCr1 A11 MARC of IOU AUA OWN crag MO..Ta L. tlt/PS As ■UN. SITU LLTT2C"ti, TB Pc. rXI 0r TOLST. AND NL1S. 01111.1..E LtCOID OT lots Or. [CT. PC21rin ccaltcrO.S PTA 2 • 11311M41 [l6111117M2 1111 IMDWAIt. ACP1AL10n10 041118"1511 A•1. Tl. 6AL to Tot$ 0211LI aspo"rN11ITO M p1 rca " [1.2611 cahmIllor CL2tct SAaR1. 110: S211a01a1TT AID 011 cT TMI. CUP1�1 .11Aa1 PAUL= BU1La1111 Is 9111E■ISPOISHILICT Cr Ila 941014: 01390M8. R4 Aiu)fPl 1-1"ss Redo. s. � � 5 * TC LL TC DL DL aC. LL TOT.LD. 16.0 PSF 10.0 PSF 7 .0 PSF D.0 PSF 33.0 PSF REF R427--21463 DATE 11102/99 UR4( CAUSR427 99306013 11 JCiJC -ENG AES/CWC CA-ENGLwconuTlw SEON - 15624 OUR ,FAC . 1 .25 SPACING 24.00 (V 6i (HOWARD-ST£WE SICKI I HOWARD - T4 GIRO) REINFORCE TRUSS FOR HOLE DRILLED IN WEDGE REPAIR PROCEDURE -------------------------------------------------------------- I) RO REPAIR NECESSARY FOR THIS CONDITION (E)ORIGINAL PLATE RUST REMAIN UNDISTURBED. THIS GAG PREPAREU FROM GUHPVItK INPVI g UAU] i UIN[na1V1A) auonlll[U UT 1-4a W n - NOTE: SEE DRAWING CAUSR99103008 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLE7ION OF REPAIRS, TRUSSES RUST BE 19SPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING OEPARTHENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS, HOLE DRILLED IN WEDGE (4 (CB) It)w.$A1UtCB) 1. 8-6-0 1_ 8-6-0 _1 ile 11-0.0 Over 2 Supports '1 83698 V-3.5' R-3837 W -3.5- -0-0 PLT TYP. Wave TPI -95 R Design Criteria: TP[ STD ' 19 CA - 1 - - F Scale -.375° Ft. •w(w11.•• 11:SSES ]IOUINB EtIA991 cats EA FAOt1CAT1ON. uwLll.. SUPPIAS. L•STALL310 AuTC LL 16.0 PSF REF R427 --2k463 10AC11G. 1111!1 1* .11.11 41/NNL. INSI4LLP2 /17 1141116). F9111.)U D 11 TPI (nUSS PLATE(PeDr).to D19TiT.IE.1112I1.... ECO. 1YDI501. 11 531101. ICI CAFEII PRACTICES PRIG% TOT•EIE E.1CTttM5. BILIS OrtltIVISE I101CJnD. TOP OWIO S•UL 0111 PRDPERSI ATGCMLDTC DL 10.0 PSF DATE 04/13%99 MUCTIMAL P41ELS. 10111 [!111 VALL PAAt A P20PIt1Y ATI&CM 114,10 [111)110. IMPORTANT-• F,INISt A COPT Ci TnfS DESIRt 10 101 IMIPLLATSDa COtit1CIM. SAME EBO:tIEEIOBC DL 7.0 PSF DRW CAUSR421 99306012 VWnaCFI. 14fC. StAll 1101 81 YESPOUIBLE In ANY NEIIATICI 1`001 THIS OS 11:1: ANI IAtt1RE TJIJILD 111 TRUSSES 11 CCt10110ANCI 311TO TPI1 m FAI11C41I1i. U►NOLIA/. Sw1PPF1G. ENITALuu AIDBC LL 0.0 PSF CA -ENG AEB/CWC ALpIN BI4ClA4 IE IIUITIS. !NIS BESFGS CCNFOUS Wild APPLICABLE MIIS10N1 OF NGS (NATIONAL CIS14t I(i[UltlfiON P91Li. O TIE /N/RICAN FWEiI All PAILI ASSCETAT1O11 A" FPL. KINEIIICMUlSIS &if Otto ? [044 ASAI 4FS2 WtO wlT. SAIL. YITtPI AS ]/T1. AWLT CO1NECtaT FaTOT. LD. 33.0 PSF SEON - 15636 Eats [ACF Or TOAD. M3 OUSS OldfNWISL LOC TED 01 9111A KS1:1. IOS1TICI M%FCFOU PIN DUR, fAC. 1.25 'z 104NIA" Lto A I. TA1 PIAL Q T1i1 Ot"1 . TNDICAFIS AtRAIANCt PE 0`014ILAS1311K INGl41ltLIS It M1111011 1:1ILT SON 101 u051 CCIIIDN9IT LIS1GI t1OWt. 101 SIND USE Of AOf TN;LAF ARP 36 COWCtt1/ Flt AM PA4nmAt 1:ILGING 1B Tot 491ID44COLLITV CE TUI 1.1L01U CtBrimm. Pit SPACING 24.0H ,CA ANSIIIAi a.Im ITclicN 1. m 0) M O Z (REPAIR. HOWAKU•STEYE 5IGX1 I HOWAKU - 11Z CUM REINFORCE TRUSS FOR 2 HOLES DRILLED IN TOP CHORD REPAIR PROCEDURE 1) SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. 2) ADDING PRE -PLATED TRUSS SECTION TO ONE FACE OF TRUSS 3) RE -LOAD TRUSS. (TS)PRE-PLATED TRUSS SECTION: TOP CHORD(S):2X4 OF -L 01 BOT CHORD(S):2X4 DF -L #1 ATTACH SECTION WITH 10d COMMON MAILS (OR EQUAL) CIRCLED NUMBERS) INDICATE TOTAL REQUIRED TO EACH MEMBER. NAIL AT 4' o.c. THROUGHOUT. SKIS UN(. PKCrAtILU EKUM LUMMILIL INrU1 1LUAUD b ULPIMMUfO) �UUMII ICU D. IKU» MK. NOTE: SEE DRAWING CAUSR427 94)03013 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COHPLIANCE KITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REOULREHENTS OF 1994 UBC SECTION 2331.3.3. IN TOP CHORD AT HEEL l_ 12-10-0 _I_ 12-10-0 _I 25-8-0 Over 2 Supports R-847 9-847 +-0-0 PLT TPP. Nave TPI -5\R Oesi n Criteria: TPI S70 At 1 - - R - Scale —.25"/Ft. ' ALPINE '••t' �• Imo• •-YARtl NG-- FINITE$ IEWDIE 1MMRENI WE It FABRICATION• PAMCl71P., f/IF t7, UI TAILIAI AND fRAC1n_ IIFIN To .111_31CeLnl1NG TALTALt .V. AnCIMS). PURITENN0ON TPI1tA(Il:ss PLAn ]MINUTE. M O'OIOIOI4 11.. Suln 2CO. M/DISit. 111 17111), F01 SAFIT► FBLCTICCT FAM TO PRD4APTn FNEIt Iv.uICMS. LIM1119 OTM OA Me 11DICA11E4. TOP Ce1MD SMALL PANE P80#14LLt ATFAX40 3.1/LCTU04L PANELS. LWWR dCID E -44L PASS A FROPERtN AIFAIMD 49010 010". ••INPORT"T-- FMM1RI11 A C01 0f THIS 091L4N 1•7 791 INLEAtLATIOI CONTMLTCR. AM" IRGE1111RED FACDUCFS. IAC. 1KK4 ROE MC MISPC%SIM FC4 All OIIIAF[Gt 1`82H TETE OSS144: AMT FAILURE TO NPLO TME 110SIRS 11 CCIFFnANCE 1`1111 IPJ: a FUMlun43. MAwu"s, A RIC.IPPIMB. INSTALLING AND LIMLt O o► TRUSSES. PHIS DESIGN CM04M1 VISO ►PPLFCAIPM3N[s10as CF nos INATIFm Him�1 SP(CI►ICATION P.ILISUID *T FPI AP[RICAA 1091ST AND PAPER ASSOUAT1011 mi Wt. ►1.1141 MAIECIORS At[ LIAR 07 1701 ASTM "M0410 01Y. STEEL, IBM" AS Mmu cress Arm CFCss f0 FAC -I FACE W FNJSS. AND MILKS Uf111N111 LSCAIIN C1 THIS DESIGN. POSITION COMAKIDIT Pit Ofw1INLT Too A -t. TUT MEAL ISM 41111 I2AMFN6 11MIC4EES ACCEPTANCE OF HG►CTSIOUL [aG1Ml1Ni117 I.OP"RENTI FEAT All PARFICNI ANC101L034 TRUSS it TIiTi11S►C/SID1 [T1 Or FEE BUILDING, 411111910. DESIGN SUCIS4. TOE SJ11113JISTI AND 111! 1 15" ►NIIETPT 1 192T actlu: F.SPACING t fig ` o cj b LL d / ,P • a TC LL 16.0 PSF TC OL 10.0 PSF 8C DL 7.0 PSFORM BC LL 0.0 PSF TOT .1.0. 33.0 PSF REF R427--20437 DATE 11102/99 CAUS11W 99306010 CA -EMG AEB CNC SEAN 15681 OUR. FAC. 1.25 24.0 047-250-190 99-1846 HOWARD, DUANE 4100 KEEFER ROAD,. CHICO CONTR-. STEVE S1CKE TEMP POWER OFFICE COPY Address GAS Me Date• ELECTRIC E� Meter By Date-�.�'9F I P y �,. .R. .--. F,- :..�. v^,y- , nr.-s-•-`---�...r.r,^ � mom.- .•r.�...-,�.-.��..�, .�.�,^.�`•-y �.�-y'ys.r►s+ •.t�, w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i �- 7 County Center.Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMITS . (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - so -1(7o ZONING BUILDING PERMIT OWNER 1 `•�I C.� TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNGCI SSt/- )• fad A CONTRACTO�R.'.S� NAME p`/�'•,'�` ^ • ° TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �t ! 2�� Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF V1 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other l Describe Work: +^ PA F. Gas piping system 1 - 5 outlets_ 1'5.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 6A0RLESS 23.00 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,I,Gµq and my license is in iu l forle and effect. .,, License Class Lic. No. 310131 OWNER -BUILDER DECLARATION - I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am, exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code,- for the Idperformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, a's required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance career and policy number are: Carrier _ A enn Iv I Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.),. ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as'to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f with c mply with those provisions. " X Date_ S gnature o Applicant - ❑ Owner OrContractor ❑ Agents An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service TO tOooA 46.00 NEW CONST. DWELLING UP. SO W OR ADDNS. ( a ADc. eu7S. 3.50 Fr. ' OIDT' MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL. @ .50 Ex. Occup. GUTELETS RES D,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $. Energy Inspection Fee $ ' TOTAL FEE $L4 HAZ. D.�>''IMP, FLOOD COF PARCEL PD _,,. HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By;A& �, % PERMIT_E_ XPIR_E_S_ ON + the applicable provisions ' Resolutions to do•work been paid. Date / f • Date Receipt No. �� 3I i� 9 �'l.��D • • WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR ' ' GOLDENROD -APPLICANT ,13 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 MIT O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER /�O^ I�� Lf 4OWNER J ZONING BUILDINGPERMIT TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG SS __ I /� „ ^ ^ /l/\ I`/'?NU /`-'�i/ CONTRACTOR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF V Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: C .1 + Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OR LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f for a and effect. License Class I E 31013 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. S.3.5¢FT. NEW MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLEr CIR. Ex. Occup. OUTLET OR FDRURES SAL @'.50 Ex. Occup. oFlxuTE Aa OREA-)5.00 Temporary Service 23.00 (nj Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3, (JLj WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I ave and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ompens n iny�urance carr er and policy number are: Carrier A I i_-,_dtep-t�1 P i ``-4 Policy Number I (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 f with c mply with those provisions. X _ Date Signature Applicant - ❑ Owner 15 -Contractor 13 Ageny An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 storiesinheight. MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ c3� TOTAL FEE $ , � 11 T-3 HAZ. p, FE IMP FLOOD _� CDF _ PARCEL _ PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 8l M4 By Date 91Z71#q PERMIT EXPIRES ON to Receipt No. 3,00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r NOTES RESIDENTIAL "047-250-190 99-1250 PERMIT NO.., HOWARD, Duane 4100 Keefer Road,' Chico Contr: Fox Electric Fire Sprinklers for BP# 99-0753 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) l 91110 Signature CHECKED BY ✓ = OK 0 = Not OK - =Not Applicable 'MOBILE HOMES r' = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L'ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except H's 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except tt's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except H's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card 13 - Date Card B-1 Date Card B-1 /= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel- Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Elec. Receptacles in Garage (F.F.I.)-Romex Protection Range Circle / g I -Oven / ga Cu or Al Insulated Neut al es S Insulation -Foam -Looked in Attic 31. Service -Riser Conductors & Ground Main Disconnect Guard Rails & Deck Construction -Post Caps 32. Equip. Clearances Panels-Motors-Mech. Equip. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 33. Clothes Closet Light -Shower Light -Spa Light Clearance Looked under Floor ❑ Yes 34. Smoke Detector Following Instld./Drive 0 Yes 0 No/Walks J Yes J No/Planters 0 Yes ] No 83. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 85. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Address Posted FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) 1 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Properly Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes 0 No/Walks J Yes J No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION F 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PM&0_11 (Rev. 12/96) APPLICATION AND PERMIT y�`" ASSESsIU4 111 S e6 190 ZONING BUILDING PERMIT OWNER DUANE HOWARD TELEPHONE SO. FT. OCC. BUILDING VALUATION 1640 2,624 OWNERS MAIUNG ADDRESS 36 CLOUDCREST, ALISO VIEJO CA 92686 CONTRACTOR'S NAME XXXNNX90NRXNYXXX FOX COMPANY TELEPHONE CONTRACIMS MAILING ADDRESS 3995 OLIVE HRJY, OROVILLE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuatlon Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 35.10 BUILDINGADDRESS 4100 KEEFER ROAD CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT 'Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New NIX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS/97-753 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 '.0A pq'.Sg 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in �full force and effect. / License Class ( -1/Lic. No. c 30-6134-6- OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. sLOS. 3.50F NEW RCSIDT MULTI -OUTLET @7,50 POWER APPARATUS & SINGLE OUTLET CIR. 1 20 @ 100 Ex. Occup. OUTLET OR EDRURES BAL @ .50 Ex. Occup. ouTlEtis RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co pensation insurance carrier and policy number are: CarrierY,,7wTL' "c -a" Policy Number .2 72 t.W / T 2 3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 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 f I should become subject to the workers' compensation rovisions of section 3700 of the Labor Code, I shall forth h comply with a provisions. X Date 6 t3 i Signature of Appl' an er 'Contractor ❑ Agepf An OSHA permit is required r excavations over 5'0" deep and demolition or construction of structures over 3 storie In height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 10y. 10 ,,,u D FEES IMP FLOOD CDF PARCEL HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. f�_, By V r� Date 7_12 PERMIT EXPIRES ON / r�Z-� Dere Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev.iZS6) . APPLICATION AND PERMIT -------- q7-- —1 DO"NO BUILDING PERMIT ow«e" �( TaLorana Sq.- FT. OCC.BUILDING V UATiON 017 r15 Min( G C, c.-0 T Lta oaeMCTO" KU ras+aNa 3-730 Fireplace i o0M14#410 '8 MALM A00012111 , 0014TRJCTIONrlr00r "M WVIM A000=8 Total Valuation = A�1rECT Oft �►� ucfxe No. Filing Fee WS2 AACNKCT Ort 040INU r1 WAL0 o AoOMI Permit Fee Fee wawaA0o sPlanCheckin 106 Energy Plan Checking Fee i ti PERMIT FEE _ WTso susOHeo�e PARCEL PLUMBING PERMIT Fong Fee 20.00 USEOF81MUCTURE SF O Duplex O Mobilehome O Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New r0' Addition O Remodel O Ulioties O Installation O Other O �� Describe Work: r r e SA r �`r� --- Each as water heater or vent 15.00 Gas piping systom 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE t ELECTRICAL PERMIT [Filing fee .00 Main Service a4 oOaa � 23.00 P \ ReceiptNo._— _ WHITE •0.0.S.-B,D. SSR a�ur.iwsPECTOH GaioFNaoD-APPLICANT Main Service 2004 To IOWA 48.00 NEN CONST. DWUAJ a occur.SCL OR rns3.5t AoONS. a AOC. e. IAN -c o. YuLTFOrrRlT @7.SO POWER A*YARAnA It as Ex. Occup. ounar oe nmxu2 am- .m Ex. Occu Paso APPW. o" orrnETs aro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ktiMsc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling F 20.00 Heating Cooling Hood t1.50 Ventilation PERMIT FEt: S Mobile Home Installation Fee $ Energy Inspection Fee E occ COwT. TMF4E TOTAL FEE $ Q NAL 0. FEES I W► I P.000 cof ►rW=— I �� I This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �— PERMIT EXPIRES ON _._. x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: V Proposed Building Use: `� Building Inspector: Date: r At time of permit app cation, I as advised the following data must a bmitted prior to permit processing or issuance: ❑ 1. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous terial Form. ❑ 9. M actured Home data and installation instructions including Tie Down Specifications. 21'0. Fees of $ ZO g 1111. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approyal/fees. ❑ 13. Flood elevation certificate. 1114. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required. 112 1. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. 1325. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 027. Manufactured Home utility clearance. El 28. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at CW office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET fes,. 1 OWNER:-144-e�,J/i4j /D ,f n.. ASSESSOR PARCEL ER: Proposed Building Use:�� ,cr ��,_ 7 Building Inspector: Date: At time of permit app cation, I as advised the following data mustbmitted prior to permit processing ag&or issuance:' Date Received By.. ❑ 1. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ M efachc ed Home data and installation instructions including Tie Down Specifications. Feesof $ /l' �'/ `� ------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval ,Health Department. ------------------------------------------- ❑ 15;�City of Chico plumbing permit. -----=----------- ----------------------------------------------------------------- ❑ IN Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. ------------------------------------- ❑17. Planning approval for (A) Use: O I ( (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------ ==-------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -` t ---------------------=-- ---------- ❑24. Letter of signature authorization.----------=-------------------------------------------------------------------- , ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephoned? 27 7 0 and hold for pickup at C lW office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: j Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:_ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: .' Plans reviewed by: Date: Plans approved by: -, Date:- Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: COUNTY OF,BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541 PERMIT NO Rev.12 96 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-250-190 ZONING S BUILDINGPERMIT OWNER HOWARD, DUANE TELEPHONE SO. FT. OCC. BUILDING VALUA N 1658 R 89532-00 OWNER'S MAIUNG ADDRESS 36 CLOUDCREST, ALISO VIEJO, CA 92656 518 U 9324.00 CONTRACTOR'S NAME STEVE SICKE T�L� '174'0 395 C 4225.00- 588 0 4116.00 CONTRACTOR'S MAILING ADDTI GARDENIA LANE, CHICO, CA 95926 CONSTRUCTION LENDER TRI—COUNTIES BANK Fireplace A 1500-00 LENDER'S MAILING ADDRESS MANGROVE AVENUE, CHICO Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 43615 BUILDING ADDRESS 4100 KEEFER ROAD, CHICO Energy Plan Checking Fee $ 9-1-00 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARC�7MAP ij_ '17// �/ PLUMBING PERMIT Fling Fee 20.00 Each Trap Q 1 7.00 quidin USEOFSTRUCTURE SF KJ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat Pum water heater 23.00 Water piping 15.00 Each gas water heater or vent,_ 15.00 15.00 TYPE OF WORK New XJ( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY / 3 BEDROOM Gas piping system 1 - 5 o tte''ts 15.00 15.00 Building sew 15.00 15.00 Mobile Home S G W 920.00 15.00 PERMIT FEE S143.0 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoaLEss 23.00 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 ' ful force and effect., License Class LIc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. s0 3.50FT. 76,16 N CONST NON -R S D. =OUTLETTS @7.50 POWER POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FIXTURES 20 @' 0O BAL @ .SO Ex. Occup. DUTED PR'.,p,OERq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S O 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. 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' cp mpensation insu�rf¢nce carver and policy number are: Carrier Egb,f Ti -,4Q F MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling go on Hood 6:50 Ventilation 450 13-.50 PERMIT FEE S Policy Numbernor (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 with those provisions. (� /Jof A�� Date /� �___ Sid'X__4_6,_n�r`acG_r natureof Applicant - ❑Owner ❑Agent An OSHA permit is required for excavations over 60')`7p and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspecti n Fee $46.00 CONST. PE OTAL F $ 1533.31 " D F ' P f CDF PAR PD HD su This permit is hereby issued under thea le provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date iC __ZZ PERMIT EXPIRES ON —ZZ� Date Receipt No. P(ile �34 6,0•— Z yyZ. v 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINKJN&PECTOR GOLDE ROD- P I ANT CAF )0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. 12J96) - APPLICATION AND PERMIT ~922001101APIC&P44"O1 =own BUILDING PERMIT ow04a, [SQ.FT. OCC. BUILDING VAlUAT10N owleie wu1lNo ADM riae 3 CONrivicioirs Nll►K Tfisfawa _ _ 3 - � c0w"WIM 10001 - -- U PWRI 1WUN0 AWOMS MCH"a OR E!l pra ucEJse NO. SUADM 4001=8 UDTNO. I fusa"CN Paw USEOFSTRUCTURE SF O Duplex O Wbllehome O Other 8PW1Py TYPE OF WORK New O Addltlon O Remodel O UBlties O Installation O Other O Describe Work: Fireplace 00 -aa Total Valuation 10 6 .0 Filina Fee = 20.00 Permit Fee i Plan Checkina Fee S 3 Energy Plan Checking Fee S 23� as DFRVIT CFF ! 1 !T w t P PLUMBING PERMIT a � Filing Fee � 20.00 Each Tr 7.00 63,T Solar or heat pump water heater 23.00 Water piping 15.00 t!57 (Z Each gas water heater or vent 15.00 Gae piping system t - 5 outlets 15.00 -� Building sower 15.00 Mobile Home I S I G W @20.00 PERMIT FEE : I3- OD ELECTRICAL PERMIT Filing Fee 20.00 Main Service oOn 1 23.00 _ 06 Main Service 20" TO IOWA 46.00 NEW COWT. OWSAA O COMP. 0!1 ACONS. a lIOC. SUDS. 9.5tSCL wwatslo. NEW ' rruLT►aurtET @7.50 POWER APPAIMnA as Ex. Occup. ovnzr os nmelrsSO a '-0° eK. .se Ex. Occu MD APPNe. °" olmtTf CIC. U 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 M16sc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation3 -60 13.50 PERMIT FEt f -75_ O0 Mobile Home Installation Fee i Energy Inspection Fee i Y6, 00 occ cora T. TYPE TOTAL FEES 1533 -3 KA -f- 1 0. FEES I u!► I F=0 I COO' I Paictl I Pc I— I This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do Work indicated above for which fees have been paid. By ReceiptNo._ PERMIT EXPIRES ON WHITE -0.0.3.•8,0, —SO R PINK•INSPECTOR t30LDENA00-APPLICANT Date _--� Q COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION \" 7 County Canter Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER q7 r 1 gl9 _ )q(9 _{' (ri ZONING BUILDING PERMIT OWNER D OA C � i..J/0 /�J n O � TELEPHONE SO. FT. OCC. BUILDING VALUATION 1560 Q 91560 OWNERS MAILING ADDRESS 65 36 CLouoW5F A -Ltso Viejo C4 92 6 g 8`7 WL CONTRACTOR'S NAME Jy f (/c ('/ GkF TELEPHONE O L C_3100 � v e� MAILING MANG ADDRESS LI^►, CA1460 C4 q5?26 31 hRA�N/A CONSTRUCTION LENDER !" �( Fireplace 0� LENDER'S MAILING ADDRESS ' 'MANGRoL)C Avif CHa&o Total Valuation $ 106 -70(3 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 6 6 q ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 431.60 BUILDING ADDRESS 9100 1<FVFA r1®AA /� Ener Plan Checking Fee $ Energy g 2. $ C4160 PERMIT FEE 11321100 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 63 USEOFSTRUCTURE / SF -EfDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15- Each as water heater or vent 15.00 35 / TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3m, Gas piping stem 1 - 5 outlets 15.00 1 Building sewer 15.00 Mobile Home I S I G I W I IL @20.00 LAVJf4 SPRILA I 1 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 000V OR LESS Main Service 200A OR LESS 23.00 2 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 ,13y NEW CONST. / DWELLING OCCUP, SO OR ADDNS. \ & ACC. BLDS. 3.50FT. NEW RESIIDD T. MULTI.OUTLET @7,50 POWER APPARATUS & SINGLE OUTLET CIF. Ex. Occup.20 @ OUTLET OR FIXTURES I'50flAL o .50 FIXI Ex. Occu . ouTLEEDTS RLNS ESlO°ERI 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ .3 MECHANICAL PERMIT Fling Fee 20.00 Heating l ;j' Cooling 1 25 Hood 6.50 6-W Ventilation 3 5-o PERMIT FEI: S Mobile Home Installation Fee $ Energy Inspection Fee $ (� occ coNST. TYPE 9E/not HAZ, ETOTALFEE$ D. FEESD CDF PARCEL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to indicated above for which fees have been paid. By Date PERMIT EXPIRES ON to do work Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7r^�r�'':<+•1"" ,li ry%��..� _� . �1 .;,�j-yl^ T -� �'i-�i4i1 `:..ri'�.7�1'i^'7�r'^. y�., A. 4, ! r i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION TC0UNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER: loo /d -JC, YDW44 0 ASSESSOR PARCEL NUMBER: y 2- Z S-% Proposed Building Use: N&_. j �,4^ s/4 Building Inspector: �._ Date: ///W g At time of permit application, I was advised the following data must be submitted prior to permit pros sse sing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ E13. ----- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. Home data and ees of $ instructions including Tie Down Specifications.------------------ pact fees as shown on the attached'' schedule. �----- - - ----------------------------------------------- alifornia Department of Forestry plan approval/fees. _l lood elevation eer#ificate - - -------- ---------------------------------------------------------------------- �" ---- -.Sanitation and plot plan approval C Health Department. ------------------------------------------- Z T ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- Z(o ❑ 16. Plot plan and business license approval fro the Cityof Biggs. --------------------------------------- Lo 7. Planning approval for (A) Use: (B) Parking: ------------------- 8..Contact Land Development about Improvements, ❑ Drainage, dLegal Parcel. ----------------- 0 `0 Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑2", re -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑ 22. Workers' Compensation carrier and policy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑ Mailed to owner ❑) - 24. Letter of signature authorization.------------------------------------------------------------------------ -- --- '` 2' 5. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------ iY 026. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. _ (Date) f ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 0 Other:. en you issuelltthepermit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 3 �L f' 974�0 and hold for pickup at C Wt I -;�' / office. ❑ Deliver with inspector. Pi -R145 5 C -Ma c '(nbra% /AlpIcarivk4k p can Date: ltl(yl `1 q Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: By. Copy of plans sent ❑ Health Department, ❑ Fire Department, Or: Date: By:J� 1. Index permit application for the above items numberec(: Ian Check List 2. Additional items required: /�/ r _P, ontracto designer, owner, as advised of the ab&e required -IL by ❑ phone, *mail, ❑ Building Di n counter, by Date: -- � ^-� ntractor, esigner, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date: , ontracto esigner, owner, was advised of the above required data by ❑ phone,ljymail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildinF rision counter, by D te: Plans reviewed by: Date: Plans approved by- �/J Date: Sets of plans on hold in 0 Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: _� N VA I n. TO: Building Department FROM: Environmental Health ` SUBJECT: Sanitation Clearance �+• E.H. USE ONLY Plot Plan Attached If'es Floor Plan Attached Sent to B.D. / 41Dc> gep-�� 2c1.. 4? --e 50— 196 Owner Location AP## Plan Approved for: Sewage Disposal x Water Supply: Public Private Well x Clearance for Wig. Otherw ,rv�p 161, Hold final for: Final clearance O.K. for: NOTE: ,6ajle,�) /0Y,yY• Environmental Health Specialist 8/96 4 - 2-G-99 Date And when recorded mail to: Building Division #7 County Center Drive O roville, •Ca. 95965 COPY of Document Recorded 11 -flay -1999 1999-0020058 Has not been compared with - original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but. not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should,b� prepared to accept such inconvenience or discomfort from normal. necessary farm operations..., All that real property situate in the County of Butte. State of California. described as follows: • a See attached legal description Date: May 10, 1999 PROPERTY OWNERS: State of California ) County of Rao - On f f1/w11�'14� before n, (tel/ t(,�D If^c D personally appeared 1-/u� &4110 U r tie�a person:tlh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/their •knature(s) on the instrument, the person(s) or the entity upon behalf of which the erson(s) acted. executed the inst c.`'"6'yLLING WITNESS my ha d fficial seal. r A'. , W GGn O� COMM.#1109370 _r- �,� 4; , NOTARY PUBLIC-CALIFORNEA �� , •• BUTTE COUNTY J 0; . r `My Comm. Expires Sept. 20.2000 Signature Seal: �` 047-250-190 LEGAL DESCRIPTION ORDER NO. 2-64774BG ALL 'THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE,STATOF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS PARCEL A• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED ALIFORN A N THE' OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE S) 30, 31 AND.32. RESERVING THEREFROM A COMMON DRIVEWAY EASEMENT, AS SHOWN ON SAID MAP. AP #047-250-190 . PARCEL B: A COMMON DRIVEWAY EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF RE300RDi996F THE IN BOOKY OF 141 OFTTMAPS TART OF CALIFORNIA, ON DECEMBER PAGE(S) 30, 31 AND 32. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL A, DESCRIBED HEREIN. PARCEL C• A 10 FOOT SEWAGE TRANSPORT EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP,, FILED IN THE OFFICE DECEMBERRECORDER 996oFINTHE BOOKU141 OF OF BUTTE, STATE OF CALIFORNIA MAPS, AT PAGE(S) 30, 31 AND 32. PARCEL D: A 100 BY 200 FOOT EASEMENT FOR ACCESS, CONSTRUCTION, MAINTENANCE AND REPAIR OF INDIVIDUAL DRAINFIELDS, SHOWN AS EASEMENT A OVER PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE. OF THE RECORDER OF N BOOCOUNTY 141 OF MAPS BUTTE, AT PAGE (S ) 3 O, CALIFORNIA,31AND30N DECEMBER 30, 1996, I EXCEPTING THEREFROM EASEMENTS E-1 THROUGH E-3 AND E -1R THROUGH E - 3R. CONTINUED H a ORDER NO. 2-64774BG .LEGAL DESCRIPTION — CONTINUED PARCEL E: AN EASEMENT FOR REPLACEMENT DRAINFIELDS OVER EASEMENT E -2R., AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30', 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. PARCEL F• AN EASEMENT FOR DRAINFIELDS OVER EASEMENT E-2, AS SHOWN IN EASEMENT A OVER PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED:IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. END OF LEGAL t OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE DuA /JF !7o WA PROPOSED BUILDING USE l aryl 3,SA. 51/F AB=DING PERMITFEES e Due ................ $ -- Additional Fees Due ........... $meq_ -- Additional Fees Due ........:.. $ -- Revised Plan Checking Fee ....... $ NA2.SCHOOL DISTRICT FEES C (paid at District Office) 121,911 p\D C 0A V-A4Z 0.o11, SHERIFF FEES (paid at Building Division) 1 esidential ........ x $360.00 = $ JJ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. At2t� 5.. RECREATION DISTRICT FEES (paid at District Office) fFl°t � '� CO/Jd7ilAG0"��' 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PL fHECK 89.00 (p'aid at Building Division) ,9 Z 5"e L% L/ WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division SA 87 TRAFFIC$2500.00 aid at Building Division) 10. OTHER A.P.# ! / 19-0" DATE— RECEIPT / //.F RECEIPT # DATE REC -? -t;Lg-q? -7 _aAf19 2YI? AA F At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 7 Vf Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) a rw rx7 i BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) 0 Property Owner U/ Project Location/Address oo Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units--' -Comment: — Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) 21 �a ad�e;•e., Lu (Street Address) .t co City) CA (State) Zip Co has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ 8-1 -aagq CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. qo -3g Cl Co PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building. Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park. fee ( form revised 11/90) 07/12/99 15:14 NrRTHSTHR Eh•IGINEERING 3 916 345 5740 NO. 574 D02 O.M.B. NO, 3067.0077 ELEVATION CERTIFICATE IFICATE Expires May 31,1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL"FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management -ordinances, to determine the proper insurance prerrilum rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages, ' X SECTION A P,_ROPERTY INFORMATION�FOR,INSUIiANCECOMPANY' a BUILDING OWNER'S NAME STREET ADDRESS (Including Apt., Unit, Suite af%&oe Bldg. NunlbOr) OR P.O. ROUTE AND BOX NUMBIrR POLICY NUMBER NAIL NUMBER OTHER DESCRIPTION (Lal and Stock Numbers, etc.) CITY STATE ZIP CODE= C,0?r I , A_ ,Z� 1\1 SECTION 8 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2, PANEL NUMBER 3_ SUFFIX A. DATE OF FIRM INDEX S. FiRM ZONE 6. WE FL000 ELEVATION (In AO ZOnos, use depth) 7. indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): WNGVD '29 ❑ Other (describe on back) 8. For zones A or V, where no 8FE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE-L-LJ � 611 ,(tfeet NGVD (or other FIRM datum -see Section B, item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate instructions, indica 6 the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 j I` if 0.n feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, Is at an elevation of I I I I IJ,U fee( NGVD (or other FIRM datum -see Section 8, item 7). (c). FIRM Zone A (without BFE), The floor used as the reference level from the selected diagram is W .0 feel above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zona AO. The floor used as the reference level from the selected diagram is W .+ I feet above ❑• or below ❑ (check one) the highest grade adjacent to the building. If no Ilood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Ye ❑ No EJUnknown 3. Indicate the elevation datum system used in determining the above reference level elevations: J NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FiRM [see Section B, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes XNo (See Instructions on Page 4) 5. The reference levet elevation is based on: ❑ actual construction P-c6o'nstruction'drawings (NOTE: Use of construction drawings Is only valid it the building does not yet have the reference level floor In place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) Ss�_ 6. The elevation of the lowest grade immediately adjacent to the building is: ��.LQ.feet NGVD (or other FIRM datum -see Section B. Item 7). SECTION 0 COMMUNITY INFORMATION 1, If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item t is not the 'lowest floor` as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: l_.11_-LJ.0 feet NGVD (or�er��M datum -see Section B, item 7). 2. Date of the start of construction or substantial improvement �` FEMA Form 81.31, MAY 93 REPLACES All PREMOLIS EDITIONS . SEE REVERSE SIDE FOR CONTINUATION 'li-.:ift1:,"^� t,.. yr ail 1%�-, jj �`.- `p Ir ---6 t'( r .f� r•e [ ?nT CAI:"-'t1'�,+:,.Al.T ryr i �� yi`-i .''�y�':�C , X13VZ c N` Yt ?£ C'r ' -8'%a u R3etw uKYni4ummo3 .r 6" 1 1C{W�,;:w-� IA ►'�' 1 y.g YbH30A Tri WBOAVAM YOW408343. JAPSO-Al # r MA.HZORq 30HAAU2Hl +t�OOJz, JA14OITAK h okYlno beau 2i Icict ::1ST .Jnsm-4;ipsi of crloiliq �nwwent 006 oral to lewsw A bbftlq Jon:4000 SIAOMfi z1"1 tq 9W :VibIT113T I, of ,e,:+3nrnib-o 60Sto Obi 41 .(W.OJ is AMOK) nota'IAP 10 lnombnsmA, gsM to ietleJ s iol tasupel s liogque of uilbrtj ,t-i,st.rruimMg ooh ani isgoig aril animialob .Z*ipag grlwollot aril no bnuol ad neo miot alrll gnilelclmoa ioi ano)lauifanl ► jaUy gMOJ 3:AAA,aw AW NOITAMf103Y11 YTia3gOA„q A HOIT032 BMAO eR3WV4O c7Nl^O.RUB rt38M1k,34 of A3BMUA Y.08 GAA STUOA .dq AO (1' mui4 031otm Oua.MU—W pnlbubn11283AMA T33RT2 J.J:o ,r"6 rtM �IaOW t As ►oJ) 06-1TgtR023q 83100 3400 6;y YtIO _; 1101TAMA01fil (MAIa) qAM STAB 3314ARUBMI 000Ja 81401T038 :(2notlotn)zn(as2) MAI21 iegoiq adf moil gnfwollol art; eblvoiq 140;TAV3A 0003•i 32A9 ,ii IdNtb e` -v ,aoeoY OA n1 3Kbk MRR a X30W MR1I 90 3TA0 A X13VZ c AsipAm jWA44 4 R3etw uKYni4ummo3 .r IA ►'�' 1 y.g (Aoad no edlioeeb) isnt0 ❑ es- Qvao0 :1318) anollsirsl3 boon eab8 iol MJI13 Of no b9au m9l2ya mu 918o!bni .s1i>- Onibilud aims 101 Tie s b9daildsJ29 2sd 1jlinummoo aril bns ,MA13 OM no bebivoiq 2i BIS on .;(C m': It ,3 noi1o92 ese—mutsb MAII wdjo 10) OVOW 1e3C. 11611 "DITAMAOaHI NOITAV3.l3 01410:111)8 01404TO38 .b nodavele adf efsoibnl X ,isdw ,V io A zenoS io9 ,8 l,:�ae t'�ttnummoa erlt lard 1sd18 brig a zsgsCl no bnuol amsigsib sdf moil isdmun mslgsib oft g soibni ,wOlibuuanl eir-oliftorloUvela aril Qn12U ' t ` .. . Isvet Wnsisiei a nibs• d fos*tdua am eodi,*aeo npilswele ns 19 ?1 rntlg6ib beloeiec stir mo11 ioolt level aanaislsi aril 4o qof adT .(338 dliw) A bns ,HA ,3A OEA-tA 29nor MR19 ,(13)$. (C Mel) ,e 1100392 sex-•mulsb MAI3 ipdJo io) OV014 ie it 9J cdfULJj to moll level son9i8131 Sri) )a •edmem 'slw:)ui)a lstnosnod Jzewol aril 1{p `mond 9r1T .(338 tffiw) V bns ,3V OEV. t V 29noS MAIL ,(d) (S mw1 ,8 noitoa2 882--mVW) il,Al1 16r1)o 10) OVO1r) 1991• LJ.f10 no tsvels ns is al Maig66 bsloalea aril ' a 10 evods 1991 U. Ll l: ei mwalG bai"tea 901 moil loyal sonsislei ell go bogy iOoll erlT .(318 uodfiw) A eAoS MRl3 {a) .gnibl'+ud efil of fn9asibe ebsiQ fzsdgid 9M sno i DO?) 0 woled A0910) 0 woled 10 '0 gvods 1991 L, L _1 1 21 msiQmb b9foe192.9r11 moi!-Isvel 94neieloi cult es beau ioQ11 OOT .OA enol MAl9 rtb) soneisisi) iooll Jaewol a'onibGvd 9141 zi ,eldstisys ei lsdmun d)gg.b boon on 11 .gnibilod etlf cif lnsosjbs bbig mstigiri sd1(Ono + nwon�lnu Q ow [? yY 01 Ssar•sn�blo tnamsgsnam nislgbooil eyfinummoosdidliw-sonsWims n1 balave D (Ievsl edlu8sb) isritO 0 8S' OVOA -anoUv919 lays) 9arimstei svods sill gninimial9b 01 boev mefail8 muJ b hpi7svels o(If efsoibnI X rto b92v isr11 nsr`l lneiei�lb,2i anotiislrsis aril Qnt1U2s9tti fiib9au ttiul6b ii4i18v919. t3cil�j ;3'iQV1) .(S a s9 no.elnommo0 iebnIU %x)Wtvr%o3 IaM *Oz fins WAV; SM no'oeau Mw%xe muisb fail% of anolis�l9 -a 901 ti9vnoa'tlocit, ,�C melt , noilos2 seaj MA1a AM t,S bg49 no Z1 smmo0 �sbtw nd14Upe (a spsq ro anoitouvant 908) 004 2sY ❑ :MAi3 np 8isbgga beau am sonai919i noilevsla ,A agn:wbib noifoullzn � noitoubanoo tau” 0 ;no beard ai noil4vals levet eariaiel9i eAT .8, rt;,+riw M ,9as'q nl loot; l9v�I 9a119161si 9t1i evfirl ��� tar% zgob Qtti+biivci aril li O,lsv �1no at ZQtilwaib noU vit2nao to saU :3'[btn� 91sa;i,t+93 neitsv813 nouovyi2nvo•faoq A .nogocstii2nW 10 82iilao sdt 127itivb ERib"►�ed1'rolbil6v 8d�1�o1CtW 9iri;�ilrie� zttii raa6� �; cy..� �� -, f E �.sielgmoo 2i twil5uiiztiaa'�no b9iiupei 5d 11Fw . sez-mulsb MAIR isdlo io) OV IDA f99).QJ :ai gnibiiud A of )ns3sjbs.illstsbammi sbsig Jzwol sdf tonObh49la 911'1 .S .(t moll ,13 noilos2 MOITAMAOIAI YTIMUMM03 O HOIT032 i trait .� no,17e2 ni Us;,�:;t �+ ;�yS� �.��gl0tyi grit tsdl 2Bi1i09g2 2npi181/9i9 Qnlbliud ettil{iiidv itjt gldiahOQ2 12 :Nc�l" 2 fir; t)WOn'bialnom:�g13nt3rii nislgbrioil 2'Y2inUmrroo ortl: ni bflnitbb r rr,s,) gig^ ;mss- a• b Mjrla (:1010) OvFJY vcl LI ! I . t ).. ;a► sansr, t t" . tsvo`gFOi tarinrft.ij" 10 noaj ihQiA!!N>r✓1:;) +K i . ? �• 4 � :'' 9-:s sr'�J!T4:,js: '?:v?1,4 U,a '�"?:•�r1��. Ir5r�•tta �linumTtpS grit )t .r Jaaw a' sril ton :^+ 5cil 1(',f ilgrv�'$J 28 *10011' $r�t1'� Ic ;'•Sit >'�'1'ti A%b;�' .a E'; d A O ,e° 3� 07/12/99 16:14 NORTH5 TAR ENGINEERING -> 916 345 5740 1,10.574 y SECTION E CERTIFICATION This certifica; a Is to be signed by a land surveyor, engineer, or architect who Is authorized by state or local law to certify elevation Information when the elevation Information for zones Al A30, AE, AH, A (with 8FE),V1 V30,VE, and,V (with SFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign the certification. In the case of zones AO and A (without a FEMA or community Issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 6 - Distinguishing Features -If the certifier is unable to ceNty to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature s) not included in the certification under Comments below.. The diagram number, Section C, Item 1, must still be entered. 1 certify that the Information In Sections B and C on this certificate represents my best efforts to interpret th4 t understand that any false statement maybe punishable by fine orimprrsonrnenl under 18 U.S. Code, S CCERTIEIEA'S NAME LICENSE NUMBER (or Affix SBaQ MICHAEL D. McENESPY C29465 q,cR TITLE COMPANY NfiJAE nnr�rnTn.r r.,nr.rr,r,., �inr,..,,.�,,,... ,,,,.,�.,.•... �C r 40ORESS erre &P. mm J* SIGNATURE _r DATE PHONE -� 5 '30 - $ Copies should be made of this Cerllficat tor: t) community official, 2) Insurance agent/company, and 3),bullding owner. COMMENTS: �'�S \ S VN. �>�J5M9 n I~ �./ d. � 6= C.>`ar;iZPtic r CT�1 V a F� . NC oD- T r-- - o v ;t f e I r� 0h W1TN ON PILES, \I SLAB BASEMENT PIERS, OR COLUMNS A V, A A V ZONES ZONES 20NES ZONES ZONES REFER"cL AEFE0.4uC@ - rti J.r BetiLEVEL 0.E, ERFHCE FLOOD AWACEeR �1 LlYpl o ILHVATCa ELEVOION lU' REFEREkCE d,plAeEMT GM_.OE ., LEVEL CRAVE �. "l;`'1:;. -i:: :•r`:�n;�.i:• GSE - The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 D03 cocjo-ll� :, Be�U - (Ir- e- � :;o- f r 1 4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 9 1 Q I � Building Department No. A.P. Number Q y% 2519 - 19 0 Jurisdiction: City County Property Owner L4 AA/N v L./ A 112 Property Location/Address r Q 0 f ir r£ O r Subdivision �Lot No. Residential Development ET -1 ..............................................................................................................:.... / Q Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # i '(No foundation inspection): Commercial/Industrial ................................. r ......................................................... Sq. Footage , New Addition (Including Exterior Roofed Areas) A Building Department Representative Date Dis ict Identification No. (Street Addres 1 (City) moor runs reviewea Dy bcnooi uistnct f•ersonnei School District certifies that �(Applicant) has complied with the requirements of Resolution No. representing 4 squarefeet. School District Paid by Check # Remarks: (Phone Number) (State) (Zip Code) I by payment of $ AB 292fi ( s - .'� , - "• a ' � FULL MITIGATION ' _ 3.�.. _' r , Date 0 , Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a1, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental, Quality Act ICE01A). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xxs (10/98ldmm 4 . 41 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS NAME aD&S-Ile—, � t PRINT LAST NAME FIRST ADDRESS I LOCATIO Building Permit No. � � 0.53 ILQ.IoS- A.P. NUMBER COUNTY ZONING DESIGNATION: IEF FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT 2 BOOK '� PAGE .30 32 COMPLIANCE WITH OLD S/NO ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer,system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel r 30/32, Fbg _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish i Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated'in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. - Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte" County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE s -AlaNVl 1UPS AOXWOO 66619 � 8dd ®3ni3�3�► FROM : STEVE SICKE PHONE NO. : 916 345 5740 Nov. 11 2001 06:34PM P1 STEVE SICKE, GENERAL CONTRACTOR #320138 FACSIMILE TRANSMITTAL SHEET ca.mom:�r cv p �va co u t 1 'COMPANY: DATE: FAX NUMM :R: TOTAL NO. Or PAGES INC LU DING COW"It . a1Lf6 3 PHONE NVaBr t: / SENDURti Rt.SEREN(-M NUMBER: c3�^ 7541 RE: YOUR Rt:.r'ERENCF. NUMBER: ❑ IJRCFN'1' ❑ FOR REv1L-W ❑ PLEASL COMMENT 0 PLEASE REPLY ❑ PLL•ASE R?CYCLL NOTr•Slr:oMM"TS: S o-ff AD13.,- *tY w l I 1 A �(ecai yep, ci+o c td SG 31 GARDENIA LANE CHICO, CA 95928 PHONE AND FAX # S30-345-5740 i. FROM : STEVE SICKE PHONE NO. : 916 345 5740 Nov. 11 2001 06:34PM P2 11 r09� D1 17:!4 NOP.THSTAR ENG I NEER I NG -r 916 345 5740 NO.616 P02 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires JUly 31, 2002 ELEVATION CERTEFicATE lm octant: Read the instructions on ages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For. ln5ureftCe:Comp0y'Use; –BUILDING OWNER'S NAME BUILDING STREET ADDRESS Jlndpding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 7 _9 —V6 09 "Mile 00 0-JA. � STATE IP CODE CITY s q-� ROPERTY DESCRI of a� lock Numt B ax Ertel N` �r, seat Description,70 `,fib 3 O a ; etc. use COMMA secti e.g.,on; necessary. 1 UIL G USE Residential, Ngnaeydentiel, A lion. Accessory, LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: [] GIPS (Type):_ aPe.w or *9,06001P) d NAD 1927 Q NAD 1983 Q USES Quad Map ❑ Other: - SECTION S • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NF1 COMMUNITY NAM S -67—WMUNITY NU ER 1 02. COUNTY NAME $. sT E LA . 84. MAP AND PAN L 5. SUF X B . FIRM I DEX 87. FIRM PANEL Btt. Fl OD 89. @ASE LOO ELEVATION( NUMBER DATE EFFFCTIVE/REVISED DATE ZONE(S) (zone AO. "e depth of flooding) a3,o �r8�e a G 18 1� 49 A ,. 810. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in 89. ❑ FIS Profile ❑ FIRM 960mmunity Det ined ❑ Other (describe): B11. Indicate the eteva6on datura used for the SFE in 89: ( IGVD 1929 ❑ NAVD 1988 0 Other (Describe): - _ _ _ _ �/ 812_ Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Lam° Designation Date- SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Q Construction Drawings` 0 Building Under Construction'Inished Construction A new Elevation Certificate will be required when construction of the building Is Complete. C2. Building Diagram Number, (Select the building diagram most similar to the building for which this certificate Is being Completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE. AH, A (with BICE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH. ARIAO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum Conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion Datum Conversion/Comment&---- F1.4np, CO, (aVA A kOw Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes O a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor O c) Bottom of lowest hohZontal structural member (V zones only) O d) Attached garage (top of slab) O e) Lowest elevation of machinery and/or equipment w servicing the building \ ql� . 5R.(m)Ifi•, ❑ I) Lowest adjacent grade (LAG) NC- 0 Cl g) Highest adjacent grade (HAG) L �• $h (m) h) No. of permanent openings (flood vents) within 1 it, above adjacent grade • O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) gra s. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION .This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation Information. I certify that the information in Sections A, 8, and C on this certiRcafs reprssents my best eyorts to interpret the date available_ V FROM : STEVE SICKE PHONE NO. : 916 345 5740 Nov. 11 2001 06:35PM P3 11/09%01 17:14 NORTHSTRR. ENGINEERING a 916 345 5740 NO.E16 903 ORTANT: In these Spaces, cop the Correspo^ding information from Section A. •For.InSur"driog Cprripeny Use: , . - IAr E ADDRESS (inGdtling Apt., Unit, Suite, and/or 8109,o.) OR P. . ROUTE ANO 130x NO. Policy Nurtlp9?.=, • _ ::::::' Q• l fid \Ir� STATE ZIP CODE kw — SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (C Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Check here if SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOuI 01-tl For Zone AO and Zone A (without RFE), COMP10% Items E1 through E4. If fh9 E®vldfion cgitiicete is intended for use as suppoAing information for a LOMA or LOMB -F, Section C must be completed. E1. building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed See pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is — R.(m)—in.(cm) ❑ above or [] below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with ooenings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ AO R.(m) 'AO above the highest adjacent grade. Ea, For Zone only: if no flood depth number is available. is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No Unknown. The local official must Certthis information in Section G. SECTION F - pROppRTY OWNER (OR OWNER'S REPRESENTATM) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA-i$Sued or communityi-issued BFE) or Zone AO must sign here. PR OWNER'S 5R OWNER' A ORizeD PRESENTA NE's NAME ADDR SS CI STATE ZIP C -M TURF ATE TEL O MMENTS if attachments SECTION 6 - COMMUNITY INFORMA The local official who is authorized by law or ordinance to administer the community+ s floodplain management ordinance can complete Sections.A, B. C (or Q. and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. Q The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyof, engineer. or architect who is a�lthoriaed by state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. Q A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. Q The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: (3 Now Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft,(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the budding site is: _ ft.(m) Datum: LOCAL OFFIC L'S NAME r E O ►TY NAM ELEPmO E S ONATVRE OAT COMMENTS ❑ Check here if attechmenta FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDiTiONS:. t� FROM : STEVE SICKE PHONE NO. : 916 345 5740 Oct. 24 2001 10:00AM P1 31 Gardenia Lane Chico, CA Phone and Fax #530-345-5740 Ste ve'Sicke General • • t 24�00 196 Fa„C 538— 91 to Including ower Phow S 3 - 41 Re: 1 )tAlU C- NAt..Ia� CC: O ursem �Fo► Rer+ew O olosae Conment O Please Reply O please Recyde e Conmeetts: �P7t I ru�ro� - 40 Steve Sk*e, General C"draetor Phone and Fax #530.34&6740 � •� 'S: '. Y �:.�.s.�rs � me :l.t .. ki` .. ��`. �w �. ,. 214.;`:!'4 4 • FROM : STEVE SICVE PHONE NO. : 916 345 5740 Oct. 24 2001 10:01AM P2 Oct 24 01 Ug:49a LOERKL INSULATION CO.,INC 5308918560 .2 . INSULATION A`._. . LOERKE INSULATIONCO.,_ INC. Mw�C/ficQ�Jiy=.._..._�._� —idursi6erand"street --.-. --•--. ..�•-•-• •----• -- DESCRIPTION OF INSTALLATION 1. ROOF Material BranC Name _.. - -•-- — Thickness (Inches)^- Thermal Resistance (R -Value) — 2. CEILING Brand Name Johns Manville Batt or Blanket Type.-Flber91aU-ib--- Thickness (inches)._...,,.__/ -a_ .—_._..__ Thermal Resistance (R-VBtue)_ �_ O Loose Fill Type r Fiberglass Brand Name Johns Manville Contractods min. installed weight/ft sq.__,30_Ib. Minimum Thickness i3___— inches. Manufacturer's installed weight per square toot to achieve Thermal Resistance (R Value) R. 7A 3. EXTERIOR WALL Material Fibe[g1A Batts Thickness (inches) $ 4. RAISED FLOOR Material .._,Eit-ffQle6s,D*12- -. Thickness (inches)_._. 5. SLAB FLOOR t PERIMETER Material _ ... Thickness Perimeter Insulation Depth (inched 6. FOUNDATION WALL Material Thickness (inches) Brand Name lohng,6G�rattlt Thermal Resistance (R - Value? - Brand Name . _.L4hASllflaDxill� _-- Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Valued -Y__. DECLARATION i 1 hereby certify that the move insulation was installed in the building at.the above location in conformance with th current Energy ffciency Standards for residential buildings (Title 24,Parte, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.LA499150E4 Al 1y C Item #s �OFte- LOERKE INSULATION CO., INC. lrista in 415 coniracior 0- ame r General Contractor (Co. Name) Or Owner "-'ins Iin`9 5 ont (ctoc o: WM--6 � General Contractor Co. ame Or er Item #s - signaiura, bate—'"--"—`� - irisiaRng�bu "cont � cto��Co. Nam��r- General Contractor Co. ame Or wner, Sent By,: BUTTE CO EWIRONMENTALHEALTH; 530 895 6512; Oct -23-01 12:05PM; Page 3/6 hal F` RESIDENTM 047-250190 99-4953 PERMIT N0. HOWARD, Duane 4100 Kccfer Road, CbicO Canty Steve Sicke new SF ,f 14 V -\s4 "k - if M-CIAL CMDMOM !I CHECKED BY RA �� ✓ . :eLOOD CERTIFICATE REO. FIRE SPRINKLERS REO. SPECIAL INSPECTION ITEMS —.. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address_.. -- -- G AS � � Aq Meter By oats L ELECTRIC Mazer By—zl2joLAI Date JOB FINALED (Date) Clr+nsti pro Sent By,: BUTTE CO ENVIRONMENTALHEALTH; ' 530 895 6512; Oct -23-01 12:06PM; Page 616 0 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chun, CA - (530) 891.2751 7 County Center Drive - Oroville, CA a (530) 538.7541 CORRECTION NOTICE OWNERr , (),� . q9 —/7,5, o PERMIT NO. A routine inspection Indicat that the following violations of butte county Ordinances exist 61 the above address and should be corrected. Please notice this olfice when correction of work is oompleted. it you have any questions pertaining to thfs matter. or need additional explanation, Date 0^ r^ InWeclor REV 10/92 Sent By; BUTTE CO EWIRONMENTALHEALTH; p . Not OK—, Not Appticable e • , Not Really n■rw I Un"Mear Mansl OK except e'e Sods -Else. Grnd.d Is: Sods-31sel•Elee Get es a Oeces: Soils•St"I Main; 9roe1-610cttOutN Garage. Steel-SIMkOu' s and Spe W Am" -Wrapped tup Ftp.•Stsel -Test-2 Way CK se- Sire Anchors • Y&O 530 895 5512; Oct -23-01 12:05PM; Page 4/5 (single & t2 Electric undetgroun0 13. Plenums b Oucts: Ctearariu-Na%rksl SeppoA•iM. i 14. Girders-Sire•And+a B0IWJoist> Vents -Coppices 15. Access t3 VentilaW I@. Insulation Ore Card 8-1 Date WNW Dat Cwd i3.1 � 2e Cara $•1 Dau MBING OK Ox t'a •.urs - ew. • .rte*s.Cemh,Aatien Air Raft A AnchonNall Gate Cad W1 Cate Cad 13•1 Oats Cud &VA Date Caro B-1 .,..� c&rmnfcAL ipare+ttl OK exsect Ill's C.J. Wtchan d Aanpe Circle 110 / ")Wen Circ. r r as Cu or AI Insulated Neutral es ONO 47. '1102 at rm. wlndbwe or Ex OAMS-billpr o Lmwmpramnn 61, Oarego Fro Protect'an Frarni yZ. Pr arty Line Frrewa-1 A Oprrrfrngs Ss. Ext, Ooora-Crus 3• -Check Ganga 3rd Stom 2 Exne Blatta Widlh•Hepdroom-Aism-Run-Lan0irrg Fip Protection 55 PiYutood On Rcotpremenp•Anic veins Ratty O+nri9pere So. Sl ng-Naaing Veneer W. 6MCCO Med*Onp 909ed-Fd. VerawUnclerflr. Aces" SB.WVArea-Otws ion 'Bothta-Plaedc 7 neer well); ts 60. Brace InterleUExteMr Will Pends 61lnsula0ornwas-Ceiltnes �._ 62. InHRration-MAS-VYndOirs Dan M CM Card &t Date Card 6.1 Dye Card 0-102te Cara &t 01'Dole INAL (pans) OK except e'e ESDoa d Skift et Protectior*Land'mW —` Deteotef • urnM Venta.Etearancs-Comb, Au-COnrACW- {r. , . a Beth Fixtures 6 Tub Axe • - . er Sins a Lebow K Itee-or Store. Clearance -Hearth Outlets at wood Panel, Int 6 Ext. K R. 6 ApMlanae: Ground -Air OWCOOKur Cg leers b Remisdes at Kit. Counter e Fre Oocr Swtnp Landing Ctosure Ap.'tfun m GaraBe-Dampsr y ft. Htr.: Ven1s•Ctearettce-C0mb. Atr Connector -PAN in Qxmga; Above_ Floor-Mech. Proteeuon 17.0P!•.21ec. A Msch. Eouip, LISted for Location Ulf ace lades to Garage (F.F.I.)•Rorew protection 79.01;Foam looked in We Reib a Dace construction-Poat caps Fill. VBsnu a Crane Mob Door Orairtage a WOW' _E3191 e LaoR$0 under Flow O Yes Insad.alve ] Yes J NoWatka JYes ] NOW" ] Yea J N B9 u FNush r UnA Oisoonnaet EtfMiC81-Plumbing BS„VinB[ Above Roof. F1brApplisms-Fireolsoe-Clearance to Opening! as. vAvwrwep, Disconnect Electrical. Plumbing • ,_ Exn Ebb Trine. GAL Reeeolede•Underground _ as 3sVnn 71wauOhoul HOUSO item Previous Aeerwa Pasted 0 - Card e•t Otte Card B -t Date Caro B-► nate Card 8•1 Oste Cards -I Date Care 6-1 — Cornments at Fina-: &7.- C"M t•Sheare►U ht -SPS Lignl W#Inwko De+eclb► Date jA Cj Card Ba Oma . cvd 0-1 _ oat—eek' Card B•1 We Card 6-1 Date M NICAL (Parmh) OK *w*PI e'e 35001A.C-AWS InaUlatron a Support Exhaust abore;naulil —y -k -{awn S1. C nsate ovaft % tee a are" _Y rat AceesS-C r•ftetum Air Vent 11S oexet ,e -Attic Access A PI arm it Furnace In Arno Darar Cara a-+ Oen Cara 9 + _ Dais card 8•+ bate Caro B•t Dat AMING (Permit! OK excW e•a AdrSjl&0Fa-WMaterials 1AAnehai e+. SI -Nailing specing spec—A Braces-ptates•Sound e2 watts over Girders a FIOOr N 43, Stop in wane rat proof) w. Fire Stops. Furred Ceilings-Sla-rs•Chasara-tubs a5 asst Beartts-S-ze 6 47. '1102 at rm. wlndbwe or Ex OAMS-billpr o Lmwmpramnn 61, Oarego Fro Protect'an Frarni yZ. Pr arty Line Frrewa-1 A Oprrrfrngs Ss. Ext, Ooora-Crus 3• -Check Ganga 3rd Stom 2 Exne Blatta Widlh•Hepdroom-Aism-Run-Lan0irrg Fip Protection 55 PiYutood On Rcotpremenp•Anic veins Ratty O+nri9pere So. Sl ng-Naaing Veneer W. 6MCCO Med*Onp 909ed-Fd. VerawUnclerflr. Aces" SB.WVArea-Otws ion 'Bothta-Plaedc 7 neer well); ts 60. Brace InterleUExteMr Will Pends 61lnsula0ornwas-Ceiltnes �._ 62. InHRration-MAS-VYndOirs Dan M CM Card &t Date Card 6.1 Dye Card 0-102te Cara &t 01'Dole INAL (pans) OK except e'e ESDoa d Skift et Protectior*Land'mW —` Deteotef • urnM Venta.Etearancs-Comb, Au-COnrACW- {r. , . a Beth Fixtures 6 Tub Axe • - . er Sins a Lebow K Itee-or Store. Clearance -Hearth Outlets at wood Panel, Int 6 Ext. K R. 6 ApMlanae: Ground -Air OWCOOKur Cg leers b Remisdes at Kit. Counter e Fre Oocr Swtnp Landing Ctosure Ap.'tfun m GaraBe-Dampsr y ft. Htr.: Ven1s•Ctearettce-C0mb. Atr Connector -PAN in Qxmga; Above_ Floor-Mech. Proteeuon 17.0P!•.21ec. A Msch. Eouip, LISted for Location Ulf ace lades to Garage (F.F.I.)•Rorew protection 79.01;Foam looked in We Reib a Dace construction-Poat caps Fill. VBsnu a Crane Mob Door Orairtage a WOW' _E3191 e LaoR$0 under Flow O Yes Insad.alve ] Yes J NoWatka JYes ] NOW" ] Yea J N B9 u FNush r UnA Oisoonnaet EtfMiC81-Plumbing BS„VinB[ Above Roof. F1brApplisms-Fireolsoe-Clearance to Opening! as. vAvwrwep, Disconnect Electrical. Plumbing • ,_ Exn Ebb Trine. GAL Reeeolede•Underground _ as 3sVnn 71wauOhoul HOUSO item Previous Aeerwa Pasted 0 - Card e•t Otte Card B -t Date Caro B-► nate Card 8•1 Oste Cards -I Date Care 6-1 — Cornments at Fina-: Sent By.: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Oct -23-01 12:06PM; Page 5/6 . i J COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico. CA - (&V) 891-2751 7 County Center Drive * Oroville, CA * (630) 638-7541 CORRECTION NOTICE 40w OWNER PERMIT No. A routine inspection indicates that the ftpowina violations of putts county Ordinances exist at the above address and should be corrected. Please notice dili office when corrootion of work is completed If YOU have Any quotiona pertablitV to Oft matter, or need additional explanation, Please QAn%cl this Oft* Immediately, 6 CLAY -0 4 1 Sent By: BUTTE CO EWIRONMENTALHEALTH; 530 895 6512; o . Natoli( . Na Applicable RESID S • . NW Rea& OK exeept e•a Soiis-Etee. G►nd 4 r 3. Flo._ Garaoa.. 30le•Stsei Elat. O►n0.•! r Fra. Death _�ff 5. Stamwalls. Main: S. S4n*walls. Oval ea. acid Downs and 7. Sob. Steel -Wille 9. O.W.V.:Fa11•F4 Test -2 Way UD-Sewer?bit 10. uF, Gas Pipe; Size Anchors - Yard One P"; Size Test 11, Water Pipe; Teat-AnCrora-Rsgulal0r-$ery1C$ Test 14. GhderS-S 15. Access 6 16. Insulation Date Card B-1 Data Card 8.1 Date cam B•1 Dale Card 5-1 17. Water Her.; Vam-Aaxss-Corribttstion Air Baffle 16. Water Pipe. Test i Anchor -Nag Protection 19. O.W V.; Test A"* 4 Anchor -nue Protection 20, Shower Pan, Test, Fhst Float -Tub Access t . Otte Cats 8-1 Date Card B•1 Dare Cain WI Date QM 5-1 � Date ELECTRICAL (Pttnnit) OK except ra 40 23. Fixture 8 Transformer Cleatartae-Ina. Protection yf 41. 24. Else. Receptacles Spacing -Lights a Switches M Doors _ 42. 25. Sime eoxea a No. of Conductors Stapled 43 26. Romex Installed Close to Edge of Studs 3 C.J. 44. 27. Equip. Ground mede up wlMach Fastenere-Band Gas 6 Water 4S 26. 2 Appliance Cucuns In Kitchan 6 Conductor Size GFi .. 29. Wits Sae ! ! ga. Cu or AI -AC. Www Sin/ IgaCuorN 0. Range Girlie / 411 ! ga Cu or Al Insulated Neut el As APE 31. Service -Riser Conductors 8 Ground Main Disconnect - 32. Equip. Clearances Panels-Motoia-Meeh. Equip. 93. Clothes Closet Light.Showa► LigtitSoa Licht 34. Snake Detector Date Card 13-1 Data Card B-1 Date Cord 8-1 Date Card B -I Date MECHANICAL (Permit) OK except $'a 15. A C. Ducts InRulafion t Supper 36. tend Fan. Exhaust above inst Won 37. Condensate Drain A Oveftw. Size 6 Grade 34. Furnace -Vain Aeons -Comb. Ae-Fletum Alr Vent I IS outivl 39. Attic Acease 6 PteQortn It Putnam in Attie Date card 0-1 Data ;are 8.1 oats Cera 8-1 pate Card e• 1 Dae_e FRAMING (Parmh) OK except 4's 40 Sits Proper Naternais a ArKJheri 41. Wan$ Scups-NaAng Spatxn9 6 aracea-Piat$s-3o.,nd _ 42. Bearing Walla over Girdera a Floor Nailing 43 Dran Stop ;tl Waus yet proof) 44. Fite Stop*. Furro*Ceauhgs•Stair3•Chasers-Tubs 4S N$adere a Beams -size a eearinp Oct -23-01 12:04PM; Page 2/6 ngle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Cads•Anchots•Connectors AT CYnp. Joist-A11f. Ti*3-PWnn-RCN 8rac.•Truss-Shting.-Rtag, 48. Fireplace Tres or Type A F1ue•Fwe01040 Throat Clearance 49. AIIIC AomSa: Size d ROmex PAC114 ;Cn-Oratl Stopina. Bames So. Bdrm. Windows or Exiting Doors -Sin W. 8 Dimensions St, t'3arage Fire Protection Frsrrhlno 52. Prop" Line Firewall & Openiniis 53. Ext. Doors -One 3'•Chacn Garage Std Story. 2 Exits 64. Saxe: Width-Headroan•Rise-Rwi-Landinp.Fao Protection 66. Plywood on Roof Overhang -Alk V*M*.Rattw OwV%N ro 66. Sidln¢Nalling Veneer 57. Stucco Mean -Orap Stxead•Fd. Vents•UnderNr. Acuosa 38. Glazing Arae -01"11 Protection-Skylights•Ptastic 99. Shear Wit%: Nalling-Bolte 60. Bra" Interior/Exterior VYaa Panels at. insulation wasa-ceatngs 82. I n fit lrat;On-yV8119- WlndOtr$ Date Cards -1 Date Card B-1 Date Card 8.1 Date Call B-1 Date FiNAL (Plana) OK eircept e'a 03. Ext. Stepe-Doo, a side i'gM Protecrbn-Landings 64. Smoke Dialectal 66• Furnace Venm-elearanee-Comb, Ai7connetto'- In Gtubge: Above Floor -Ducts -Mock Protection 66, Wroom Exiting 67, G.F.1. 6 Bath Fixtures & Tub Accesa-Spa 66, Elec. Trim A Subpanal. Breaker Sizes &labels e9. Stairs S Rails 70. Fireplace or Stove, Cfearance-mikarth 71. Etec. Outtels at Wood Pane?, Int. 6 Ext. 72. Kra. Fula. it Apptionu; Ground -Air Gap -Cooking Clearance 73. Eiec. OuUste 8 Remaries at Kft. Counter 74. Garage Fire Door; Siring -Landing -Closure 7S. 0.C. Ouct in Garage•Dampet 76. Wt Wt: Vents•ClearanCa-Comb. Air Connector-P.R.V. in Garage: Above Floor -Mach. Protection 77. Pilo., Elec. d 11014101. EqutP. Listed for Location 78. Etec. Receptacles in OanW (P.F.I.)-Aomex Protection 79. InsulationFOam-Looked In Attic 80. Guard Rails 6 Deck Construction -Poet Caps 61. Fdn. VBant$ a Cfawt Note Door Orsinage A Wood -Earth Clearance Looked under Floor O Yes ~- 82. F2!e!!N t4ft0twe Yes J NW tis 3 Yes 3 No(Planters Yes ] r 83. Stucco Brown -Finish 64. A.C. Unit Disconnect. Elac1ncal•Pkn"bIn0 " - 85• Venn Above Roof. Plbg-Appliance-Fir"Iaee-Ciearanea W 00411ino 8s. Water Well, Disconnect. Electrical. Plumbtrq 87. Edertor Mae. Trim. G.F.1. Receptacle -Underground 88. Ventitanan Throughout Houde 69. Glass Protection 9o. Corrections hoof Previous tn*P roma 91. On Test-Metars Tagged. Gas -Electric 92. Water A Sewer CennficIO& /O to Orada•MO Appraval 93. Energy Comokanee CeMkate-Other Cenftales 04 Address Poated Date caro 0-1 Date Card B-1 Date Caro 8-t Darr! Card B•1 Date Card fit Data Caro 8.1 Commence at Finat: Sent By; BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Oct -23-01 12:04PM; Page 1/6 RESIDENTIAL 047-250-190 99_1250 PERMIT NO.. HOWARD, Duane 4 1. 00 Keefer Road, Chico Contr: Fox Electric Fire Sprinklers for BP# 97.0753 %� a -3 add SPECIAL CONDITIONS CHECKED SRA 8Y FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ, SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J013 FINALED (Date) Signature fit tZ Butte Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-1847 Expiration Date: 1-13-01 A.P.# 047-250-190 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: 4x ] Permit work started, but not completed. Permit may be renewed for'/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. (J? 1) , I LH _3,0) ASSESSOR PARCEL NO. �' L� Gam_ (�O ZONING 5� OWNER UAwZ— 1), . KAYL_ . 14 OWAP.17 PHONE NO. (530 34_3_e5)5 OWNER'S ADDRESS 4-100i(KT GK Vt QD, Cw_I c� C aHr 9 59-73 LOCATION OF BUILDING 5A-MF, USE OF BUILDING kpr6E D n A$ , SIZE OF STRUCTURE 3� ZU 8 X _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL, CONCRETE OTHER (Specify) TYPE OF SIDING 5T� E ROOF COVERING ���� FLOOR TYPE G5 C � $STZIMA ;EODCOST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:1 ONT o F 5O 30 REAR I'7 s, P�tJ FRONT SIDES AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date q—1 3—ql) Permit Fee - $60.00 Receipt No. A7'5107_'5 Signature of Owner Qu� The above described AG Building is exempt from a bLAding permit. FL D I PA L I P.D. I ROOFING ISSUE Manager Buil g o By Date -7-7 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant EXP. 3/31/99 SCALE 1" -?-0( Ao- so�,ly EDGE OF MA PRoroseo pl,�NO D/STURpq� i - F E -2S - --- NCE -i 3GA0 t.'3 1 W, h i - -- - - - - - - 55'1 KEEPER 17 4 ;A STEVE SICKI / HOWARD - T1SN 23' COMM o IMP CHORD 2x4 DF -L #1 BDT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard i .I PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i Opt Q 1 O I M Q0 co CO A}; O 2 x Li. ED! I W2.Sx4(A1) so THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. W4X4 w ML.a 447 s W3x4 . Mr. JA" dkj 1-f6:wu�r 11 *11LD1NG-DEPARTf V anRoVP) —1s 7.0-0 1-0.0 w• u-• l_ 11-6-0 11-6-D _1 cls ,(_ z: CDf ims23-0-0 Over 2 Supports R-811 W-3..5' R-811 W -3.S• i PLT TYP. Wave TPI -95 R Desi n Crtterla: TPI STD CA - ] - F Scale –.251/Ft. 117 1 z, -URN 1*6— TRUHIS 410011E TtTRINI CARE IN F•pIgT10R, NMDL IAS. TNI►1116, II9TAL611G ANO INSMOTE. an wasort10 DR.. SOIT( too. AAD1s01. NI qT 9). rot WETr ►6ACTICE$ PAIRA TO •SWISS. BUSS IS Hit -91 (MASOLIAO INSTALLING Aso RRAC1016). IwMRID 6t 791 (TROSS PLATE&Aug MrORNt16 TUERt rsAcTlm. UNLESS 01RDNISE IRDICAT (D. trip' nolo INAtt RASE NOOUu AIIACRtO W. TC LL TC OL 16.0 PSF 10.0 PSF REF 8427--38226 DATE 08/05/99 p. Id1CT6AA1 OMILS. ROTI ON CMOAO SMALL 1411 A P40PEILY ATTACKED 91610 C(ILUO' 06 1999•.IWRTANT•• rM191sN A CX a THIS OESISIN TO Tr( INSTAILAIION CONTRACTOR. µPINE IN61RI1t10B008 BC DL 7.0 PSF DRW CAIJS9427 99217040 OROOICIS, INC SMALL t0T RE AE$►ONSIOLE FDA ANI 099TATICA FROM TW DESIGN; NT 9AILWE TO CD CTI ALPINE SOTTO 191 1105$($ IA COSFORNANu MI11 T►l: OR IYRIC•Tlq. MARDIIN. SNIr►11G.drokt3&6 ADDp� tEAt1N6 0p' TWIES. TNIS 0 $1M CMIGAIIS AIll1 APPLICA&L( NOT1s10N$ OP NDS (RATIO" DESIGN R BC LL 0.0 PSF CA -ENG GNH / C,D [miielMi AAA(►MM C! ROOSA07 4ASTNNM63 0444 SALO. STe14. IIcc9fI 93lNOTES. Ill. ccuuuas TD TOT.LD. 33.0 PSF SECN - 20845 M.A IAtN /•E( OT T1Vri. VO 41L/6S 0111UN1T( IOCATIR Ot TNI30($161. FO61T1011 COAN[CTOts IIA AlPiteFsOooaaOee lm ZZoiiii irr "I rAilimm tiILLoiNc 13 IRS uiioislniITi OF iii 8911011111 ois16410. 89 ¢ AISIut9I I.Ion SECTION P. SPACING 24.0' FROM : STEVE SICKE PHONE NO. : 916 345 5740 Aug. 30 1999 08:25PM P2 J d - - - ------ - - TRT V 2XS JOISTS ® I&" O.C. UATH (10 TIT rir (p I .f �� + 2u u, tT) pe 22--ol' OW IT6 CULM f -t iUlLDING DEPARTMENT APPROWIn NorthStar ENGINEERING Civil Engineers a Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Permit # 99-0753 Howard Residence in Chico Dear Plan Checker, 6Z D September 25, 1999 I have reviewed the enclosed garage plan that shows an additional 10' that was added to the end of the garage. I' have reviewed the proposed plan for compliance with my lateral design per structural calculations dated 5-6299. The proposed plan'has a total of four 2' wide, type 7 shearwalls across the front. Each shearwall has a PHD6 at each end. This lateral resisting system is okay by inspection per this letter. If you have any further questions, or need further clarification, please call me anytime at 893-1600. aSm'bly, Jeff Richelieu, PE NorthStar Engineering ECEI V ED 28 1999 BUTTE COUNTY BUILDING DIVISION 20 DECLARATION DRIVE OICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 FROM : STEVE SICKE PHONE NO. : 916 345 5740 Sep. 21 1999 04:27PM P2 3�- 1-1 I 1o?-` 1 91 �o-� o' 11Cm✓"'P rvoT Ttvs5e5 g/12 Pr�c� 2 3' sJb� m- _T Cl( 41 s—'Kcod A m� PfarS _ APpR�ED L�f®O kee4e A -P* &,et)-iso—leo ..L W 1 W, If..:•K {"I:LU I N" are. IA{,.. IdYPI Pfl, ' IAr.m [na;rQ m ftiV4 MK F Z,atL. 1 1,.. ,r. DAY -W IOV Y APPFROVE0 Butte County ErrAronmentai H08'61 ---------- ��5,SLAB FOV (v r VvMK �`' DOG RuN 4 UTI u p to skop -?m. - Ler f 14 Environmental Health J U l 1 61999 Chico, California Environmental Health MIN IN - 1 1999 Chico; California GARAGE O ' DKK MASTER 6E0 RM. s r.� eRKFsx t fes+ GREAT RM 1 ••• • UTR." n••. r.r '�• '� �• ...... N NO RM RJ DRVG 11.1•M-• 11 -•.Ir-• - FOYER - RED RAl PORCH LaA Lyl Environmental Health J U l 1 61999 Chico, California Environmental Health MIN IN - 1 1999 Chico; California _ Y:-3 541'-0" c/c @ COLUMN2 4 3/8" —2 5/8" L8'-2 5/8Q12'-3 3/8" I Ise I LONE! 00 A A CC APPROVED DIVIDER WALL 2"x2"x.12 2" x 2" x .1 � vuonButmeCounty nH "I PANEL,TYP. I I e Z N 1 -') f D -1 8 UO U _ \ U _I LE c M S-1 (0 B - M 00 END WALL ri PANEL,TYP. CV d NO TO SCALE O ate C. 5.11/2" SLAB Signature . �Y 1/2" SLAB 5 -t 0 1� Environmental Health 'D TACK J U L 1 61999 _N 0 A Dol Chico, Califomia FOUNDATION SCHEDI V. FOOTING SIZE At t'_g• r 1'-6' DEEP f 2.-0r fi i V-6' DEEP © 2'-0' o 1(13 1 2'-0' DEEP fry COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: DUANE HOWARD ADDRESS: 4100 KEEFER ROAD CITY & STATE: CHICO, CA 95973 DATE OF CLAIM: 9/17/99 IMPORTANT. - SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICE -5 ON REVERSE SIDE )ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT CLERICAL ERROR. (AP #047-250-190, BP#99-1614,RECEIPT #273399; DATED OWNER: DUANE HOWARD. TOTAL AMOUNT PAID $281.10 ' RETAIN REFUND PROCESSING FEE $ 25.00 TOTAL AMOUNT TO BE RETAINED $ 25.00 TOTAL AMOUNT TO BE REFUNDED $256.10 TOTAL $256. 10. the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true A correct as stated. ,ted this day of5EP ,1 at CON Il �.E . Calif. Signature of Claimant :he undersigned, hereby certify that to the best of my knowledge, the services or art' es specified at there is a Budget Appropriation ( ) or Specific Board Approval ( 1 (Check one) fore. A ated this 17TH day of SEPT. , 19 99 at OROVILLE , Calif. Dept. Code dept. Code apt Code 440-002 Exp. Code Exp. Code Exp. Code 4210500 been performed 6r delivered and EFAqbqlq.q— partment Head or Authorized Deputy PAYABLE FROM CONSTRUCTION PERMITS _ FUND PAYABLE FROM FUN PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. &SUB. PROD. SUB. OBJ. I CLAIM NO. ( INV. NO. INV. DATE I ENCUMB. I GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: ���� (� Fees Retained: /Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: . Mech Filing Fee Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE REFUND CLAIM APPLICATION CLAIMANT'S NAME DUCE UnLk� MAILING ADDRESS 4'100 KEEFEC 2D ASSESSOR PARCEL #: 04--r-2550 19 0 RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) ( ) Building Permit Fees ( ) SRA Fees (CDF Fire Planning) Disposition of Plans: ( ) Plans returned to me at counter ( ) Sheriff Fees ( ) Urban Area Fees ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4tll 7 Count Center Drive • Oroville California 95965 • Telephone 530 538-7541 R lT No. Y P ) (Rev. 12/96) APPLICATION AND PERMIT I ASSESSOR PARCEL NUMBER 047-250-190 ZONING SR 1 BUILDINGPERMIT OWNER DUAN; HOWARD TELEPHONE 343-6766 SO. FT. OCC. BUILDING VALUATION 672 U 12,096 OWNERS MAILING ADDRESS 4100 KEEFER ROAD, CHICO 95973 768 COV 9,984 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 22,080 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 159 10 BUILDINGADDRESS 4100 KEEFER ROAD, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 06.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE AG BUILDING IN FLOOD ZONE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 vOR Main Service ' A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. y 0 - Date 1 I Vignkure�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 TO 1000A 46.00 NEW CONST. DWELLING UP. s0 OR ADDNS. 8 acc. BIDS. 3.50E N..Ic ,DT' MULTI.OUTLETcnS @7,50 POWER APPARATUS 8 SW OLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q':50 OWNER Ex. Occup. 0. FIXED AD.°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 449. HAZ. I D. FEES IMP I FLOOD I CDF P 0. PD I HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 273399/$192.10// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMEN4W*0E-0EVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: (J� ASSESSOR PARC ER: - p� - I Proposed Building Use: - Building Inspector: CA9B5J& Date: 1109 At time of permit applicat n, I was advised the following data must he submitted prior to pernfit p essmg d/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- LIPlot plans, 6) sets, signed by the preparer of plans.------------------------------------------------------------ '�ONE ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------ --------------------- ----- ------ rn eri T -D L(.Jf% k i' ns - -- • Engineered plans sets, with wet signature on plans. All engineering must be shown on! lens. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --- Zf_1 El 6. 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------------------=--------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ W'I0. Fees of $ .---------------------------- -------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ---------- ------------ ---- hr�_) -- ---------------- - ll 2. California Department of Forestry plan appro S. --- ---- --$---------------- - 13. Flood elevation certificate. -------------------- --------------------------------------------------------------- �Y4. Sanitation and plot plan approval 12.Wt (V Health Department.------------------------------------------- 1115. ------------------------------------------❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use.- (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑), -- 024. Letter of signature authorization. -------------------------------------------- E125. ------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------- 1129. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) ?n you issue the ermit, process as follows ❑ Mail to owner, ❑Mail t`� ntractor. T'elephone3 T - (� and hold for pickup at�l I �{ office. `0 liver with inspector. F Applican -7/1 S I -I Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bui din Division counter, by te: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 11 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: .t;'t COUNTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION o 1 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541���/� PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBERZONING _ tg —130 BUILDING PERMIT OWNER N° SO. FT. OCC. BUILDING VALUATION OWN S 0 0 A060 0 9 &-- 1 CO ng TELEPHONE NrRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee L1, !N ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee'41b BUILDING ADDRESS D 0 0 Energy Plan Checking Fee b b PERMIT FEE _JD •20.00 LOT NO. SUBDNBIONS NAME PARCEL MAP PLUMBING PERMIT Filind Fee USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other — "Spowy Each Trap 7.00 Solar or heat pump water heater 23• Water piping 5.00 Each as water heater or vent 15.00 TYPE OF WORK New k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 ou 15.00 Building sewer 15.00 Mobile Home G W @20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service 60 RR ss 23.00 — 3 C3 — --- / o (� U Main Service sow TO t000A 46.00 NEW CONST.( OWW. OCCUP. 3.50FT. OR ADDNS. 8 ACC. BlD3. N VONST. MULTLO IRQUirizT NDN -REBID. @7.50 POWER APPARATUS 6 SINGLE OUR.ET CI0. EX. Occup. OtlTLET OR FOm1R @ I 2 .50 SAL. O .SO Ex. Occup. ouTLETsvP� ,DE 5.00 ., Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _43-10 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee b Energy Inspection Fee b Oce CONST. TTFE TOTAL FEE $ A[r�, HAZ. 0. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON m CDF FIRE SAFE REQUIREMENTS c AP# PERMIT # NAMBr Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be'superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building- Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273:02 Surface. All driveway surfaces and structures (bridges, / 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. ,6,(l 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2'- feet to those from 100-200 feet'. [ 2. The length of vertical.curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning ��. radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of '10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 3- , AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided -no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [)Q 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�l 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parQels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center. of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other'Requirements below. [�1 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_zal inspection of a building permit. Page 2 of 3 AP # PERMIT # other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ 1 If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors.on.side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Duanne & Kay Howard <MD Enterprises> DAT E :1-26-1999 JOB NUMBER: 10143-9 :. CONTENTS 12' RCA Breezeway Barn w/ 12' Porch 1. Basic Loads. ( 2.5/20./ 0/80 C Ag.) 2. Check Sheeting ( 26ga Mini -V -Beam, BHP -D) 3. Check Purlin 4. Check Columns ( MAX. 212 Conn. ) 5. Check Truss/Rafter 6. Check Fasteners 7. Check Connections 8. Check Foundation ( Piers ) FIGURES APPENDIX Wa 5469, Ea &W JUL 2 6 1999 Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 2.5 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. 1.2. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. Z . BASIC LOADS 1.1. Dead Load Per Table No. 16-C Of UBC 1994 Refer To Table No. 16-F,G,H Of UBC 1994 q = 16.40 lb - 80 MPH s ft? Ce = 1.06 - Exposure C From Table No. 16-G Of UBC 1994 ( Average Height Of The Building : 12.0 ft ) I = 1 - Importance Factor As Allowed Per Sec.1622. Of UBC 1994 For Agricultural Bldg. r� pWL= I 4 qs > 10 lb2 1 Ce I = 13.04 lb 2 LLL ft J ft 1.4. Seismic Load Z = 0.40 - Seismic Zone Factor For Seismic Zone : 4 C = 2.75 - As Given In Sec.1628. Of UBC 1994 RW = 6. - As Given -In Table No. 16-N Of UBC 1994 lb2 p 2.5 DL= ft. 1.2. Live Load lb p = LL2 20 ft. 1.3. Wind Load Per Table No. 16-C Of UBC 1994 Refer To Table No. 16-F,G,H Of UBC 1994 q = 16.40 lb - 80 MPH s ft? Ce = 1.06 - Exposure C From Table No. 16-G Of UBC 1994 ( Average Height Of The Building : 12.0 ft ) I = 1 - Importance Factor As Allowed Per Sec.1622. Of UBC 1994 For Agricultural Bldg. r� pWL= I 4 qs > 10 lb2 1 Ce I = 13.04 lb 2 LLL ft J ft 1.4. Seismic Load Z = 0.40 - Seismic Zone Factor For Seismic Zone : 4 C = 2.75 - As Given In Sec.1628. Of UBC 1994 RW = 6. - As Given -In Table No. 16-N Of UBC 1994 Page Number : 3 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus Double Equal Spans Condition W I I I Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 10143-9 ' Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch T T 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus Double Equal Spans Condition W I I I I I w In Compression 0 Compression T T T e Fb+ P , Use: '26 GA Galv. Steel Mini -V -Beam, BHP Or Equal. Material Steel , ASTM A446 Grade D, Fy = 55 ksi Gauge Weight Panel Top In Compression Panel Bottom In Compression pDL I+ S+ Fb+ I_ S- Fb- pL lb in4in3 in4 in3 ksi ksi ft2 ft ft ft ft 29 0.71 0.0501 0.0659 33.0 0.0512 0.0648 33.0 26 0.96 0.0715 0.0965 33.0 0.0723 0.0930 33.0 24 1.28 0.0987 0.1443 33.0 0.0988 0.1352 33.0 E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked t = 6 ft. - Span Between Two Supports Page Number : 4 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 2.1. For Dead Load + Live Load lb. wDL+LL__ ( pp�+ pLL ) b = 21.0 f t . Maximum Positive Moment : MDL+LL= 0.07 wDL+LL E 2 = 0.63 kip -in. M SRQ. Fb++LL = 0.0192 in. < S+= 0.0965 in. OK Maximum Negative Moment MDL+LL 0.125 wDL+LL E 2 = 1.13 kip -in. - M SRQ. FbL+LL _ 0.0343 in. < S_= 0.0930 in3 OK 2.2. Dead Load + Wind Load Cq = 1.7 Refer To Table No. 16-H Of UBC 1994 wDL+WL= ( C pWL_ pDL ) b = 21.2 lb. PL ft. Maximum Positive Moment : MDL+WL= 0.125 wDL+WL E 2 = 1.15 kip -in. M SRQ. 1.33+WL - 0.0261 in < S+= 0.0965 in OK TWind Page Number : 5 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150' Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 3. CHECK ROOF PURLINS Simple Span Condition w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus E = 29. 103 ksi - Modulus Of Elasticity Of Steel Fy = 55.0 ksi - Yield Stress 3.1. For 6 ft Spacing, 12 ft Long Use: Z 6 x 2-1/2 x 14 GA Or Equal Material Steel ASTM A446 S = 1.76 in - Section Modulus b = 6 ft - Spacing Of The Purlin t 12 ft - Span Between Two Supports 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 135.0 lb ft w t R _ DL+LL = 0.81 kips DL+LL 2 w t 2 M = DL+LL = 29.16 kip -in DL+LL 8 w TR TR 1 t 1 E = 29. 103 ksi - Modulus Of Elasticity Of Steel Fy = 55.0 ksi - Yield Stress 3.1. For 6 ft Spacing, 12 ft Long Use: Z 6 x 2-1/2 x 14 GA Or Equal Material Steel ASTM A446 S = 1.76 in - Section Modulus b = 6 ft - Spacing Of The Purlin t 12 ft - Span Between Two Supports 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 135.0 lb ft w t R _ DL+LL = 0.81 kips DL+LL 2 w t 2 M = DL+LL = 29.16 kip -in DL+LL 8 Page Number : 6 Designed By: 8.0 Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mil1iken,#A.ONTARIO,Ca91761 Janos Boros P.E. 2.0 PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch M SRp = ODL6 Fy +LL = 0.88 in < S = 1.76 in OK 3.1.2. Dead Load + Wind Load Cq = 1.70 Refer To Table No. 16-H Of UBC 1994 wDL+WL= ( C PWL pDL ) b = 117.99 lb ft w E RDL+i1L DL+2L = 0.71 kips w 2 M = DL+WL = 25.49 kip -in DL+WL 8 M Sep. 1.33L+WL FY - 0.58 in < S = 1.76 in OK Stress Increase Due To Wind Load 4. CHECK COLUMN 4.1.Check Connector Columns Use: 2" x 2" x 14 ga For The Make -Up OF The Columns See Plans, DETAIL 20, Sheet S-3 h = 8.0 ft - Height Of The Wall a = 2.0 ft - Overhang Of The Roof b = 12.25 ft - Bay Spacing s = 12.25 ft - Span Of The Frame - @ Stalls sBR = 12.0 ft - Span Of The Frame - @ Breezeway h = 9.0 ft - Length Of The Column At Rear Wall h = 11.0 ft - Length Of The Column At Breezeway Ridge = 14.0 ft - Ridgeheight Eave = 9.0 ft - Eaveheight Page Number : 7 Find Allowable Stress Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 10143-9 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch COMMENTARY Find Allowable Stress For Compression Critical At Line B : Calculation was done per Section 2230 Of UBC 1994 by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW '} WASHINGTON, DC 20005-2701 D = 2.0 In. [ Depth Of The Member ] t = 0.075 In. [ Wall Thickness ] R = 1/8 In. ( Size Of Rounding ] IX = I = I ( Double symmetric section ) A = 0.56 In.2 [ Cross Area ] I = 0.34 In.4 [ Moment Of Inertia ] S = 0.34 In.3 [ Section Modulus ] I r = A = 0.78 In. ( Radius Of Gyration ] 0 = 1.92 [ Safety Factor ] k = 1.0 - See Manual Of STEEL CONSTRUCTION Ninth Edition For Pinned -Pinned End Condition Of Member Fy 50. ksi. [ Yield Stress ] Fn [ Nominal Buckling Stress ] Pa [ Allowable Concentrated Load For Compress.] AEFF ( Effective Area At The Stress Fn ] Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch E = h - h = 3.0 ft [ Unsupported Length - max. l 2 Fe = (nK )2 = 137. ksi r If Fe >2y then Fn = Fy I 1 - 4yFe I Else Fn = Fe Fn = 45.4 ksi Check Each Element If A = 1.052 w ✓ = > 0.673 then section is not fully effective 1 _ 0.22 1 Then Use AEFF = A- x r a J w- w X Else AEFF = A L AEFF = 0.56 kip Pn = AEFF Fn = 25.8 kip Pa = Pn = 13.4 kip Find Allowable Stress For Bending Critical At Line A Or D Fb = 0.6 Fy = 30.0 ksi Page Number : 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch Ridge s s s a I s I BR I s I I Figure 4.1. 4.1.1.For Dead Load + Live Load P DBL+LL i P DL+LL A h = h D A s PDL+LL ( pDL+ pLL ) ( 2 + a ) b = 2.16 kips A s s PBL+LL ( pDL+ pLL ) ( 2 + 2R ) b = 3.24 kips < Pa 13.4 kips OK Page Number : 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 4.1.2. For Dead Load + Wind Load 4.1.2a Vertical Direction : Uplift P v s� P V A Figure 4.3. Cq = 0.7 Refer To Table No. 16-H Of UBC 1994 r s PA I Cq pHL PDL , ( 2 + a ) b = 0.64 kips S Py [ Cq pw[ PDL ] ( BR + s2 ) b = 0.95 kips B 4.1.2b Transversal Direction Load Transfer From The Roof Panel To The Purlins : See Plans For Details 1/s-2; 2/s-2; 3/s-2; Load Transfer From The Purlins To The Columns See Plans For Details : 1/s-2; 2/s-2; 4/s-2 Load Transfer From The Columns To The Shearwalls : See Plans For Details 181s -3;201s-3 Load Transfer From Shear Walls To Foundation : See Calc's 7.3. And Plans For Details : 2/s-1; F/s-1 Page Number : 11 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch P T 2 —� P T_ 2 IR TR IR TR Figure 4.4. Cq = 1.3 Refer To Table No. 16-H Of UBC 1994 PT=Cq pwLRidge b = 2.85 kips -' Total Lateral Force On The Building At Each Bay PT Eave + Ridge R = 2 2 = 0.68 kips 2 s s Check Shearwalls P T W2 s = 59. lb' < 377 lb. OK See Shear Wall Test Summary In APPENDIX G S ft. ft. Page Number : 12 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 16-H Of 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 4.1.2c Longitudinal Direction Lateral Loads From Gable Ends Are Transferred To Shear Walls via Connector Columns PT Purlin 2 —� // 12 in. vg SIDE WALL Figure 4.5. Check Columns For Bending Cq = 1.3 Refer To Table No. 16-H Of UBC 1994 Ridge + Eave Width PT = Cq pwL[ - hw ] = 1.07 kips - Total Load From Gable 2 2 Each Side Wall End At P T ( h - h ) MDL+WL 2 A w = 1.60 kip -in. -( 4) Columns Are Transferring A 4 The Load To The Shear Wall M DL+WL fb = AS = 5.93 ksi < 1.33 Fb = 33. ksi 4.1.3. For Dead Load + Seismic Does Not Governs ! Z I C Width PT = pDL R 2 b = 0.10 kips < 2.85 kips - Due To Wind w Page Number : 13 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 4.3.Check Porch Use: 2" x 2" x .12 Or Equal Fy = 55.00 ksi - Minimum Yield Stress b = 8.0 ft - Bay Spacing A = 0.88 int - Area r = 0.78 in - Radius Of Gyration h = 11.0 ft - Unsupported Length of the Column b =10 ft 4.2.1.For Dead Load + Live Load s s PDL+LL ( PDL+ pLL ) ( 2 + 2R ) b = 2.16 kips B k h r = 172 < 200 Pa = 4.5 kip > PDL+LL - 2.16 kips OK Y 4.2.2. For Dead Load + Wind Load Cq = 0.7 Refer To Table No. 16-H Of UBC 1994 S s P [ C pwL pDL ] ( BR + 2 ) b = 1.30 kips B It V A = 0.88 Inch > 0.6 Fy 1.33 = 0.02 Inch Page Number : 14 5. CHECK TRUSSES 5.1. Check 12' Breezeway Truss ( See Figure 4. ) Units : lb,in Spacing Of The Truss = 12. ft pDL= 2.5 Lb2 Ft pLi 20. Lb2 Ft PWL 23.5 Lb2 [ 90 mph UBC 97 Exp. 'c' ] Ft M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 3/10/1996 11:37:06 Input data file X.INP Output data file WORK.OUT SIZE OF THE STRUCTURE Number of Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 10143-9 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch materials 1 5. CHECK TRUSSES 5.1. Check 12' Breezeway Truss ( See Figure 4. ) Units : lb,in Spacing Of The Truss = 12. ft pDL= 2.5 Lb2 Ft pLi 20. Lb2 Ft PWL 23.5 Lb2 [ 90 mph UBC 97 Exp. 'c' ] Ft M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 3/10/1996 11:37:06 Input data file X.INP Output data file WORK.OUT SIZE OF THE STRUCTURE Number of nodes 4 Number of materials 1 Number of beams 5 Number of beam end releases 10 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 3 NODE COORDINATES Node Coordinate X Coordinate Y 1 72.00000 0.00000 2 72.00000 12.00000 3 0.00000 0.00000 4 144.00000 0.00000 Page Number : 15 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch MATERIAL PROPERTIES Code Young's modulus 1 29000000. Poisson's ratio Specific weight 0.300000 0.000 BEAM DATA Trussmembers : 2" x 1-3/4" x 14 GA. w/ Closure For Section Properties See Appendix B Beam I J Length Area M. Inertia Material 1 1 2 12.000 0.5600 0.53000 1 2 3 1 72.000 0.5600 0.53000 1 3 3 2 72.993 0.5600 0.53000 1 4 4 2 72.993 0.5600 0.53000 1 5 4 1 72.000 0.5600 0.53000 1 PRIMARY LOADCASES Loadcase name DEAD LOAD Loadcase number 1 Number of loaded nodes 0 Number of loaded beams 2 Number of loaded plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction End Distributed Loads -2.50000 -2.50000 -2.50000 -2.50000 LIVE LOAD 2 0 2 0 0.00000 End Distributed Loads Page Number : 16 Designed By: Type of Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 4 Translation 350 S.Milliken,#A.ONTARIO,Ca91761 0.00000 Janos Boros P.E. Translation PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 3 Local Y axis 4 Local Y axis SUPERPOSITION LOADCASES -20.00000 -20.00000 WIND LOAD 3 0 2 0 0.00000 -20.00000 -20.00000 End Distributed Loads 21.10000 21.10000 -16.40000 -16.40000 Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 4 Translation along X axis 0.00000 4 Translation along Y axis 0.00000 3 Translation along Y axis 0.00000 Page Number : 17 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch -------------------------------------------------------------------------- -------------------------------------------------------------------------- RESULTS FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD -------------------------------------------------------------------------- -------------------------------------------------------------------------- NODE DISPLACEMENTS Node U V Omega 1 -0.021844 -0.267627 0.000000 2 -0.021844 -0.267627 0.000000 3 -0.043688 0.000000 0.000000 4 0.000000 0.000000 0.000000 BEAM LOADS AND STRESSES ------------------------ PX1,PX2 Axial Load At The Ends'Of The Member PX2,SX2,SH2 SX1,SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1,SH2 Shear At The Ends Of The Member 1 PX1,SX1,SH1 BM1,BM2 Bending Moment At The Ends Of The Membe Beam I J PX1 SX1 PX2 SX2 1 1 2 0. 0. 0. 0. 2 3 1 4927. 8798. 4927. 8798. 3 3 2 -5130. -9161. -4860. -8679. 4 4 2 -5130. -9161. -4860. -8679. 5 4 1 4927. 8798. 4927. 8798. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 3 1 0. 0. 0. 0. 3 3 2 -810. 810. 0. 0. 4 4 2 810. -810. 0. 0. 5 4 1 0. 0. 0. 0. Maximum Stress - Compression -9161. At Beam 3 OK Maximum Stress - Tension 8798. At Beam 2 Page Number : 18 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 0.014840 350 S.Milliken,#A.ONTARIO,Ca91761 0.029810 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. 1642. Reaction 0. 4 0. Reaction 1642. Reaction 0. RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD -------------------------------------------------------------------------- -------------------------------------------------------------------------- NODE DISPLACEMENTS Node U 1 0.014905 2 0.014840 3 0.029810 4 0.000000 BEAM LOADS AND STRESSES ------------------------ 2 T PX2,SX2,SH2 T PX1,SX1,SH1 02 0.186509 0.186509 0.000000 0.000000 Omega PX1,PX2 Axial Load At The Ends Of The Member SX1,SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1,SH2 Shear At The Ends Of The Member BM1,BM2 Bending Moment At The Ends Of The Membe Beam I J PX1 SX1 PX2 SX2 1 1 2 0. 0. 0. 0. 2 3 1 -3362. -6003. -3362. -6003. 3 3 2 3522. 6289. 3552. 6342. 4 4 2 3550. 6340. 3580. 6393. 5 4 1 -3362. -6003. -3362. -6003. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. Page Number : 19 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 2 3 1 0. 3 3 2 680. 4 4 2 -509. 5 4 1 0. Maximum Stress - Compression Maximum Stress - Tension 0. 0. 0. -680. 0. 0. 509. 0. 0. 0. 0. 0. -6003. At Beam : 2 OK 6340. At Beam : 4 NODE INTERNAL FORCES AND REACTIONS Node FX FY 3 0. -1250. Reaction 4 56. Reaction -1085. Reaction 6. CHECK FASTENERS ( For Spec's see Appendix D ) 6.1. #10 " TEKS " Screw Fv = 13 500 Lb Inch D = 0.19 Inch A = 0.0283 Inch V = Fv A = 382 Lb ALLOW V = 1268 Lb ALLOW Fs = 1382 = 3.3 V = 1.33 V = 509 Lb ALLOW ALLOW WIND 6.2. #12 " TEKS " Screw Fv = 13 500 Lb Inch D = 0.210 Inch A = 0.0346 Inch - Allowable Shear Stress - Min. Diameter - Area I -From Appendix D For 16 GA. To 16 GA. - Factor Of Safety - Allowable Shear Stress - Min. Diameter - Area Page Number 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard 4MD Enterprises> Description: 12' RCA Breezway Barn, With Porch V = Fv A = 467 Lb ALLOW V = 1758 Lb ALLOW Fs = 1468 = 3.7 V = 1.33 V = 621 Lb ALLOW ALLOW WIND 6.3. #14 " TEKS " Screw Fv = 13 500 Lb Inch D = 0.250 Inch A = 0.049 Inch V = Fv A = 662 Lb j' ALLOW V ALLOW = 1758 Lb " Fs = 1662 = 2.6 V = 1.33 V = 883 Lb ALLOW ALLOW WIND -From Appendix D For 16 GA. To 16 GA. - Factor Of Safety - Allowable Shear Stress - Min. Diameter - Area -From Appendix D For 16 GA. To 16 GA. - Factor Of Safety Page Number : 21 rF Designed By: 0.81 Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 DL+LL DL+LL 350 S.Milliken,#A.ONTARIO,Ca91761 [ Width Of The Building ] Janos Boros P. E. 0.52 PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch %. CHECK CONNECTIONS 7.1. Purlin To Truss 7.1.1. 16' Long Purlin To Truss Use : (2) #14 " TEKS " Screws R = 0.81 kips - See 3.1.1. DL+LL DL+LL Ft [ Width Of The Building ] R = 0.52 kips - See 3.1.2. DL+WL - See 5.1. DL+WL RDL+LL 0.81 kips < 2 VALLOW = 1.32 kips RDL+LL 1.64 kips < 3 VALLOW RDL+WL 0.52 kips < 2 VALLOW 1.76 kips h = 8. RDL+WL= 1.37 kips < 3 `/ALLOW = 2.64 kips WIND 7.2. Truss To Column 7.2.1. 12' Span Truss To Column Use : (3) #14 " TEKS " Screws R = 1.64 kips - See 5.1. DL+LL Ft [ Width Of The Building ] Ridge = 14.0 R = 1.37 kips - See 5.1. DL+WL PWALL - 4.5 ( Spec. Weight Of Wallpanel ] RDL+LL 1.64 kips < 3 VALLOW 1.98 kips = 12. Ft [ Bay Spacing ] h = 8. RDL+WL= 1.37 kips < 3 `/ALLOW = 2.64 kips n = 1 [ Number Of Wallpanel 2*1/2 ] Ridge + Eave WIND 7.3. Column To Foundation ( For Notation See 4.Check Columns ) Eave = 9. Ft [ Eaveheight ] Width = 36. Ft [ Width Of The Building ] Ridge = 14.0 Ft. [ Ridgeheight ] Lb2 PWALL - 4.5 ( Spec. Weight Of Wallpanel ] Ft b = 12. Ft [ Bay Spacing ] h = 8. Ft [ Height Of The Wall ] n = 1 [ Number Of Wallpanel 2*1/2 ] Ridge + Eave = 0.32 < 0.5 Use 3 Of The Reactions Due To Wind Width Refer To Section 1619.1 Of UBC 1997 0 Page Number : 22 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 7.3.1. a Line A Attach Column To Footing With (1) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = 1.33 P1/2 = 1.16 kip Refer To ICBG Report VT = 1.33 V1/2 = 2..44 kip Refer To ICBG Report Due To Overtur. See 4.1.2b 2 Ps 3 (PV + R - n b hw pwALL ) = 0.58 kips A See 4.1.2a P- T Vs 3 4 = 0.47 kip - 4 Columns At Each Line , See 4.1.2b 1 s V 5 P 13 + CVS J 3 = 0.38 < 1.0 Refer To Sec. 1923 Of UBC 1994 PST L T J 7.3.2. @ Line B Attach Column To Footing With (1) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = 1.33 P1/2 = 1.16 kip Refer To ICBO Report VT = 1.33 V1/2 = 2.44 kip Refer To ICBO Report Due To Overtur. See 4.1.2b Ps 3 (PV + R - n b hW pwALL ) = 0.79 kips B R. See 4.1.2a Page Number : 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch P T Vs 3 4 = 0.47 kip - 4 Columns At Each Line , See 4.1.2b P 5 V - rPs 3 + rVS 1 3=0.59< 1.0 l T L T J 7.3.3. @ Porch Attach Column To Footing With (2) 1/2" Diameter Bolt x 3-1/2" Embedment iC KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent Refer To Sec. 1923 Of UBC 1994 3 PDL --WL- 0.87 kips < PT = 2 ( 1.33 P1/2 ) = 2.32 kip Refer To ICBO Report 7.3.4. Base Plate Design Use 3" x 1/4" x 6" Long TP Welding Figure 7.1. / 1/2" Dia. Bolt a o 0 o b Figure 7.2. Page Number : 24 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 - Bolt Size 350 S.Milliken,#A.ONTARIO,Ca91761 0.125 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch d = 0.5 in. - Bolt Size t = 0.125 in. - Thickness Of The Welding t = 0.25 in. - Thickness Of The Plate P a' = 3.0 in. - Width Of The Plate b = 6.0 in. - Length Of The Plate t = 1.0 in. - Distance Between Col. & Cent. Of Bolt S - Section Modulus M - Moment t2 S = a = 0.03125 in3 6P M ALLOW = 0.6 Fy S = 0.9375 kip -in. PALLOW = 2 MALLOWd = 3.0 kips > 3 PDL+ WL w - 0.87 kips E -t-2 7.3.5. Check For Welding Use 1/8" Welding 2" Long F = 70 000 Lb [ Yield Stress For Welding ] Y Inch2 E = 2 Inch ( Length Of The Welding ] b = 0.125 Inch ( Size Of The Welding ] 0.3 Fb E = 3710 Lb > P = 0.87 kips Y 3 DL+ WL 2 Page Number : 25 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch H. CHECK FOUNDATION Lb = ps 1000. [ Min. Soil Pressure ] Ft2 Lb = Tc 150. [ Specific Weight Of Concrete ] Ft3 PL = L 100. Lb [ Min. Lateral Bearing Pressure ] Ft2 p = F 130. Lb [ Min. Lateral Sliding Resistance ] Ft2 Eave = 9. Ft [ Eaveheight ] Ridge = 14.0 Ft [ Ridgeheight ] Width = 36. Ft [ Width Of The Building ] Ridge + Eave Width = 0.32 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1619.1 Of UBC 1997 8.1 @ Line A Use : 1'-9" Dia. x 1'-6" Deep Concrete Footing D = 1.50 Ft [ Depth Of The Footing ] r = 0.88 Ft [ Radius Of The Footing ] A = r2 n = 2.41 Ft.2 [ Area Of The Bottom Of The Footing ] 8.1.1. Vertical Down P VERT. = 2.16 kip DOWN PS = 1000 Lb > s Ft2 8.1.2. Vertical Up See 4.1.1. P DOWN- 898 Lb A Ft OK Due To Overtur. See 4.1.2b _ 2 � PUpRT - 3 (PA + R -'n b hW pWnLL ) = 0.58 kips See 7.3.1. See 4.1.2a Page Number : 26 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch P = A D T _ .0. 54 kip FOOTING C Safety = 2 Stress Increase Due FTo Wind Or Seismic 1.33 p PFRICT. ( 2)( 2 r n) 6 S D = 0.92 kip L— > Refer To Section 1807.10 Of UBC 1997. P +P FRICT. WEIGTH Safety = P FOOTING = 2.51 OK VERT. UP 8.2 @ Line B Use : 2'-0" Dia. x 1'-6" Deep Concrete Footing D = 1.50 Ft [ Depth Of The Footing ] r = 1.00 Ft [ Radius Of The Footing ] A = r2 n = 3.14 Ft.2 [ Area Of The Bottom Of The Footing ] 8.2.1. Vertical Down P VERT. = 3.24 kip DOWN 1.1 p = 1100 Lb > PS Ft2 8.2.2. Vertical Up P DOWN' = 1031 Lb A Ft Due To Overtur. See 4.1.2b __ 2 PVERT. 3 (PV + R - n b hW pWALL ) = 0.79 kips See 7.3.2. UP B See 4.1.2a P = A D T = 0.68 kip FOOTING C Page Number 27 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch Safety = 2 Stress Increase Due I I To Wind Or Seismic 1.33 p PFRICT. ( 2 ) (2 r it) 6 S D = 1.14 kip 4 Refer To Section 1807.10 Of UBC 1997. P + P FRICT. WEIGTH Safety = P FOOTING _ 2.3 OK VERT. UP 8.3 @ Type C - Use : 2'-0" Dia. x 2'-0" Deep Concrete Footing D = 2.00 Ft [ Depth Of The Footing ] r = 1.0 Ft [ Radius Of The Footing ] A = r2 n = 3.14 Ft.2 [ Area Of The Bottom Of The Footing ] 8.3.1. Vertical Down P = VERT. 2.16 kip DOWN P VERT. 1200 Lb > DOWN — 688 Lb OK pS Ft A Ft2 8.3.2. Vertical Up _ 2 PP VERT. 3 DL+WL= 0.87 kips UP PWEIGTH A D Tc FOOTING Safety = 2 Stress Increase Due To Wind 1.33 p PFRICT. - (2) (2 r n) 6 S D Refer To Section 1807.10 Of UBC 1994. 0.72 kip = 1.47 kip Page Number : 28 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch P + P FRICT. WEIGTH Safety = P FOOTING = 2.5 OK VERT. Page Number : 2S Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9, 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch P3 // 14 GA. (.07-5"). Figure 2.1. 1 1 2 Figure 3. 2 Figure 2.2. rl Page Number : 30 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch 14 GA. M Figure 4. Figure 5. it Page Number : 31 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 Ay 350 S.Milliken,#A.ONTARIO,Ca91761 I Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX A Section Properities Of 2" x 1 3/4" x 14 GA. ( See Figure 2.1. ) 2 r I = 0.037 + 0.639 - 0.531 10.466 1 2 = 0.268 Inch L 0.531 y __ J 0.466 = 0.877 Inch 0.531 S = 0.268 = 0.306 Inch .877 r = 0.710 Inch Y A = 0.53 Inch A y Ay Ay I 1 0.053 0.038 0.002 0 0 2 0.056 0.188 0.011 0.002 0 3 0.300 1.000 0.300 0.300 0.1 4 0.120 1.963 0.236 0.462 0 0.529 0.549 0.764 0.1 2 I = 0.1 + 0.764 - 0.529 10.529 0.549 , - 2 0.294 Inch Y __ 0.549 = 1.038 Inch 0.529 S = 01.038 .294 = 0.238 Inch r = 0.745 Inch Y ( See Figure 2.2. ) A y Ay Aye I 1 0.139 0.038 0.005 0 0 2 0.038 0.250 0.010 0.002 0 3 0.023 0.463 0.011 0.005 0 4 0.131 0.875 0.115 0.100 0.033 5 0.023 1.288 0.030 0.038 0 6 0.038 1.500 0.057 0.086 0 7 0.139 1.713 0.238 0.408 0 E 0.531 0.466 0.639 0.033 r I = 0.037 + 0.639 - 0.531 10.466 1 2 = 0.268 Inch L 0.531 y __ J 0.466 = 0.877 Inch 0.531 S = 0.268 = 0.306 Inch .877 r = 0.710 Inch Y A = 0.53 Inch Page Number : 32 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 10143-9 = 350 S.Mi11iken,#A.ONTARIO,Ca91761 BOTTOM FLANGE = 0.8750 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX B Section Properities Of 2" x 1 3/4" x 14 GA. w/ Closure Piece ( See Figure 5. ) (1986 AISI, 50.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 2.000 IN THICKNESS = 0.0750 IN BOTTOM FLANGE = 0.8750 IN TOP FLANGE = 1.750 IN WEB ANGLE = 90.000 DEG INSIDE RADIUS = 0.0625 IN BOTTOM LIP = 0.3750 IN BOTTOM LIP ANGLE = 90.000 DEG X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION 1.9262 0.3025 TOP IN COMPRESSION 1.9625 2.8947 5.6808 0.1570 L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0:0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 7.5423 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION TOP IN COMPRESSION L Y LY LY2 BOTTOM LIP BOTTOM LIP CORNER BOTTOM FLANGE BOTTOM WEB CORNER FULL WEB OR WEB B1 TOP WEB CORNER TOP FLANGE TOP WEB CORNER 0.23750.2562 0.0609 0.0156 0.1570 0.0738 0.0116 0.0009 0.6000 0.0375 0.0225 0.0008 0.1570 0.0738 0.0116 0.0009 1.7250 1.0000 1.7250 1.7250 0.1570 1.9262 0.3025 0.5827 1.4750 1.9625 2.8947 5.6808 0.1570 1.9262 0.3025 0.5827 IO 0.0011 0.0001 0.0000 0.0001 0.4277 0.0001 0.0000 0.0001 Page Number : 33 Designed By: 1.7250 2.J.S.ENGINEERING SERVICES INC. Job # 10143-9 1.7250 0.4277 350 S.Milliken,#A.ONTARIO,Ca91761 WEB CORNER Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 0.0001 7.5423 1.4750 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0,5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 7.5423 BOTTOM LIP CORNER 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION BOTTOM IN COMPRESSION ' L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 Page Number : 34 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 -0.3889 350 S.Milliken,#A.ONTARIO,Ca91761 0.0000 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch SUM 7.5423 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO BOTTOM LIP 0.2375 -1.6375 -0.3889 0.6369 0.0000 BOTTOM LIP CORNER 0.1570 -1.6012 -0.2515 0.4026 0.0001 BOTTOM FLANGE 0.6000 -1.2375 -0.7425 0.9188 0.0180 BOTTOM WEB CORNER 0.1570 -0.8738 -0.1372 0.1199 0.0001 FULL WEB OR WEB B1 1.7250 -0.8375 -1.4447 1.2099 0.0000 TOP WEB CORNER 0.1570 -0.8012 -0.1258 0.1008 0.0001 TOP FLANGE 1.4750 0.0000 0.0000 0.0000 0.2674 TOP WEB CORNER 0.1570 0.8012 0.1258 0.1008 0.0001 FULL WEB OR WEB B1 1.7250 0.8375 1.4447 1.2099 0.0000 BOTTOM WEB CORNER 0.1570 0.8738 0.1372 0.1199 0.0001 BOTTOM FLANGE 0.6000 1.2375 0.7425 0.9188 0.0180 BOTTOM LIP CORNER 0.1570 1.6012 0.2515 0.4026 0.0001 BOTTOM LIP 0.2375 1.6375 0.3889 0.6369 0.0000 SUM 7.5423 -0.0000 6.7780 0.3043 XBAR'= -0.0000 Section Properities Of 2" x 1-3/4" x 14 GA. w/ Closure Piece (1986 AISI, 50.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 2.000 IN BOTTOM FLANGE = 0.8750 IN WEB ANGLE = 90.000 DEG BOTTOM LIP = 0.3750 IN IXTC = 0.3292 IN4 IXBC = 0.3292 IN4 IY = 0.5312 IN4 AREA = 0.5657 IN2 VA = 2.5875 KIP THICKNESS = 0.0750 IN TOP FLANGE = 1.750 IN INSIDE RADIUS = 0.0625 IN BOTTOM LIP ANGLE = 90.000 DEG SXTC = 0.3134 IN3 SXBC = 0.3466 IN3 SY = 0.3171 IN3 WT = 1.9233 PLF RX = 0.7628 IN MATC = 9.38 KIP -IN MABC = 10.38 KIP -IN RY = 0.9690 IN AEFF = 0.5657 IN2 J = 0.0011 IN4 Page Number : 35 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job-# 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX D TRAXX 5 & ENGINEERING DATA FOR TEKS/TRAXX Page Number : 36 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-1 John R. B�E_rly I N C O R P O R A T E D July 3, 1989 M.D. Enterprises, Inc. Lab No.: 1212-A 1720 East Locust St. File No.: PM -465 Ontario, Ca. 91761 Subject: Racking Tests Conducted on Horse Barn Panels Source: Panels Submitted by Client Components of Wall: (1) 3/4" mill cut plywood (2) 26 gauge Jet -Cote one side; paint one side (3) Continuous 1 3/4" x 2" 14 gauge roll -form track section around perimeter and double track at third points Racking Test Procedure: Three panel assemblies, 12'1" long x 8' 1/4" high x 2" wide, were each placed in a horizontal racking frame secured to the surface of a concrete slab floor. No bolting or panel restraint was provided except at one corner secured by an angle clip. The top section was guided by a roller hold-down system. A horizontal concentrated force was applied to the top side edge of the panel using a calibrated hydraulic jack. Deflections were recorded using LC -8 indicators measuring to 0.001 inch. See Enclosure A for test diagram and Enclosures B, C, and D for test results. Remarks: No evidence of panel distress was noted during the three tests. Respectfully submitted, JOHN R. BYERLY, INC. K. L. Stringham Director of Special Projects JRB:KK:cs cc: Ashton, Vance and Assoc. Attn: Joe Stroud Enclosures: Test Diagram Test Results GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316 Bloomington (714) 877.1324 Riverside (714) 783.1910 FAX (714) 877.5210 Page Number : 37 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909)974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-2 14'4 Asti /�'4r✓�L---- TN�E� WF' r, � .4� Dls�G�G�rf'�7'J"7' • . WAG SNEf�- Page Number : 38 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Milliken,#A.ONTARIO,Ca91761 O Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-3 N t- O O Z Page Number : 39 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 1 Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-4 PANEL NO. 1 LOAD (LBS.) DEFLECTION (INCHES) Gauge No.: 1 2 3 4 1328 0.010 0.009 0.001 0.027 1992 2656 0.025 0.022 0.000 0.097 3320 0.039 0.036 0.001 0.154 0.049 0.049 0.001 0.204 3984 4648 0.062 0.066 0.002 0.273 5312 0.082 0.098 0.002 0.384 5976 0.102 0.151 0.001 0.485 0.110 0.262 0.003 0.579 6640 7304 0.112 0.271 0.000 0.587 7967 0.113 0.292 0.007 0.687 8631 0.113 0.295 0.007 0.708 0.113 0.296 0.000 0.709 9295 9959 0.113 0.297 0.008 0.710 10623 0.113 0.298 0.008 0.711 13279 0.114 0.114 0.299 0.300 0.009 0.712 0.010 0.712 15935 0.114 0.303 0.010 0.715 1. Horizontal Movement - Bottom 2. Horizontal Movement - Top 3. Mid -Form Lift - Top 4. Uplift Movement t Enclosure B Lab No.: 1212-A File No.: PM -465 Page Number : 40 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 Gauge No.: Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-5 PANEL NO. 2 LOAD (LBS.) DEFLECTION (INCHES) Gauge No.: 1 2 3 4 1328 0.003 0.003 0.004 0.007 1992 0.029 0.021 0.007 0.082 2656 0.046 0.044 0.010 0.170 3320 0.060 0.069 0.013 0.258 3984 0.071 0.096 0.013 0.350 4648 0.089 0.124 0.017 0.430 5312 0.100 0.215 0.020 0.542 5976 0.101 0.226 0.021 0.548 6640 0.102 0.228 0.022 0.550 7304 0.102 0.230 0.023 0.554 7967 0.103 0.231 0.024 0.555 8631 0.104 0.231 0.024 0.557 9295 0.104 0.232 0.025 0.558 9959 0.104 0.232 0.026 0.558 10623 0.105 0.233 0.026 0.559 13279 0.105 0.233 0.026 0.560 15935 0.105 0.234 0.227 0.560 Enclosure C Lab No.: 1212-A File No.: PM -465 � r• Page Number : 41 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 10143-9 350 S.Mi11iken,#A.ONTARIO,Ca91761 LOAD (LBS_) Janos Boros P.E. PHONE (909) 974-4150 Date 1-26-1999 Reference: Duanne & Kay Howard <MD Enterprises> Description: 12' RCA Breezway Barn, With Porch APPENDIX G-6 Enclosure D Lab No.: 1212 -A File No.: PM -465 PANEL NO. 3 LOAD (LBS_) DEFLECTION (INCHES) Gauge No.: 1 2 3 4 1328 0.006 0.006 0.002 0.020 1992 0.026 0.022 0.003 0.090 2656 0.040 0.041 0.008 0.162 3320 0.053 0.058 0.011 0.236 3984 0.062 0.081 0.013 0.297 4648 0.080 0.131 0.013 0.444 5312 0.104 0.187 0.014 0.521 5976 0.106 0.238 0.017 0.552 6640 0.106 0.240 0.017 0.566 7304 0.106 0.251 0.018 0.583 7967 0.106 0.264 0.019 0.613 8631 0.107 0.266 0.019 0.615 9295 0.108 0.267 0.020 0.616 9959 0.108 0.270 0.020 0.616 10623 0.110 0.278 0.021 0.618 13279 0.111 0.288 0.021 0.621 15935 0.111 0.289, 0.021 0.622 Enclosure D Lab No.: 1212 -A File No.: PM -465 AI, 771 r= ENGINEERING Civil Engineers • Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville, CA 95965 Attention: Glenn Gibbons RE: Permit #99-0752 Howard Residence located on Keefer Road in Chico Dear Mr. Gibbons, June 29, 1999 I have enclosed a detail that shows the framing elevation at the shearwalls. The height to width ratio is satisfied when the header is framed continuous over the shearwall as shown. This concludes my response, if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely, } Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Q�pFESS10 p M RRlQ l l`OF 1A R,ECEIVEI) JUN 2 9 1999 BUTTE COUNTY BUILDING DIVISION CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.. .:....:..;;, A 3-.•BR:Res.=Steve• Sicke Date.:.: 06/02/99 ' Project Address........ Keefer Road ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services :'�z 7 Z2-- 1907 L1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone...........- 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Component Frame Type Type Wall n/a SlabEdge n/a SlabEdge n/a Roof n/a Orientation Window Front Window Front Door Front Window Front Window Left Window Left Window Back Window Back Door Back Window Left Window Back Window Right Window Right Skylight Horz (S) (S) (S) (S) (W) (W) (N) (N) (N) (NW) (NE) (E) (E) 1658 sf Single Family Detached New Front Facing 195 deg (S) 1 1 Slab On Grade 28.6 0 of floor area 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION - Cavity Sheathing Insul Assembly R -value R -value R -value U -value Location/Comments R-13 R-n/a R-13 R-0 R-n/a R-0 R-0 R-n/a R-0 R-30 R-n/a R-30 FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description 7% 13 20 20.0 30.d 65.0 5.8.0 12.5 12.5 40.0 30.0 9.0 O.&fflo 0.5 0.5 0 0.550 0.520 0.800 1-'i Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std apes.Std apes.Std rapes.Std t. apes.Std ��pes.Std apes.Std None 0.088 FRONT, LEFT KNEE WALL, BACK BACK -LEFT, BACK -RIGHT RIGHT 0.900 TO EXTERIOR 0.720 TO EXTERIOR 0.031 TO ATTIC, VAULTED Over - Exterior. hang/ Framing Shading Fins Type None None None None None None None None None None None None None None Yes VinylDiv Yes VinylDiv Yes Glz<50%Di None VinylDiv None Vinyl Yes Vinyl None Vinyl Yes Vinyl Yes Wood Yes Vinyl Yes Vinyl Yes Vinyl Yes VinylDiv None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R _. Pro! ect rT it l.em -,- ........... BR Res . -S.teve .Sicke- - - - Dat,e :._... _ _--.__-.-06-/02.-/_9:9. MICROPAS4 v4.50 File -991085 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal Type SlabOnGrade SlabOnGrade InteriorHorz InteriorVert Equipment Type Gas ACSplit Exposed THERMAL MASS Area Thickness - (sf) (in) Location/Comments Yes 315 4.0 KIT./BATH/ENTRY/BREAKFAS No 1343 4.0 TYPICAL Yes 43 1.0 COUNTERTOPS Yes 70 1.0 SHOWER ENCLOSURE HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Attic R-4.2 Setback 13.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project •Ti.tle .......... A. 3• BR Res. -Steve icke_. — Date- 06/02/9.9 MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal COMPLIANCE STATEMENT This certificate of–compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name .... Si -c-,- Sit -Cc Company. Address. �� Crvtrdea.•i u. G� Gc.k'o Co - Phone ... ;55! .S74o License. j,} Signed.. JU�k_ ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title... .... , A 3 BR Res. -Steve Sicke Date........ -06/02/9.9,,,, Project Address........ Keefer Road ******* Documentation Author.. Climate Zone..... Compliance Method Chico *v4.50* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 11 MICROPAS4 v4.50 for 1995 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS4 v4.50 File -991085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b) Loose fill insulation manufacturers labeled R -Value. ve- *150(c) Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(i): Slab edge insulation - water absorption rate no greater than 0.301, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. - 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. a/S 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project .Title................Ac.3.-BR-Res.-Steve Sicke Date........ 06/02/99 - MICROPAS4 v4.50 File -991085 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. ___P_ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,,manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. M q 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Vol COMPUTER METHOD SUMMARY Page 1 C -2R Project-Tit:le-...•-.. .A:.3, BR Res. -Steve. Sicke 06/02/99 ******* Project Address........ Keefer Road Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone..........- 11 - ••-• Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 17.18 18.83 -1.65 Space Cooling.......... 12.82 12.79 0.03 Water Heating.......... 13.29 11.50 1.79 Total 43.29 43.12. 0.17 Zone Type HOUSE Residence *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of—Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Floor Area (sf) 1658 1658 sf Single Family Detached New Front Facing 195 deg (S) 1 1 ReducedYear Slab On Grade 1 14330 cf 1658 sf 1658 sf 1658 sf 28.6 0 of floor area 0.53 Btu/hr-sf-F 8.6 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Vent Special Thermostat Height Vent Area Type (ft) (sf) 14330 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... A 3 BR Res.-Steve.Sicke}. Daae......... 06/02/99 MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal OPAQUE SURFACES Area -U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments IX9111.96 1 Wall 334 0.088 13 195 90 Yes None FRONT 2 Wall 415 0.088 13 285 90 Yes None LEFT 3 Wall 67 0.088 13 285 90 Yes None KNEE WALL 4 Wall 247 0.088 13 15 90 Yes None BACK 5 Wall 20 0.088 13 330 90 Yes None BACK -LEFT 6 Wall 20 0.088 13 60 90 Yes None BACK -RIGHT 7 Wall 390 0.088 13 105 90 Yes None RIGHT 8 Wall 67 0.088 13 105 90 Yes None KNEE WALL 11 Roof 1365 0.031 30 n/a 0 Yes None TO ATTIC 12 Roof 186 0.031 30 1b 38 Yes None VAULTED 13 Roof 144 0.031 30 195 38 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 9 S1abEdge 45 0.900 R-0 No TO EXTERIOR 10 S1abEdge 171 0.720 R-0 No TO EXTERIOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 15.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 2 Window 15.0 2 -VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 3 Window 15.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 4 Window 15.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 5 Window 6.7 2 VinylDiv Fixed 0.510 195 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Glz<50oDi Hinged 0.550 195 90 0.88 0.78 Drapes.Std 7 Window 6.7 2 VinylDiv Fixed 0.510 195 90 0.88 0.78 Drapes.Std 8 Window 15.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 9 Window 40.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 10 Window 12.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 11 Window 12.0 2 VinylDiv Slider 0.520 195 90 0.88 0.78 Drapes.Std 12 Window 25.0 2 Vinyl Slider 0.520 285 90 0.88 0.78 Drapes.Std 13 Window 20.0 2 Vinyl Slider 0.520 285 90 0.88 0.78 Drapes.Std 14 Window 15.0 2 Vinyl Slider 0.520 15 90 0.88 0.78 Drapes.Std 15 Window 15.0 2 Vinyl Slider 0.520 15 90 0.88 0.78 Drapes.Std 16 Window 20.0 2 Vinyl Slider 0.520 15 90 0.88 0.78 Drapes.Std 17 Door 40.0 2 Wood Hinged 0.550 15 90 0.88 0.78 Drapes.Std 18 Window 20.0 2 Vinyl Slider 0.520 15 90 0.88 0.78 Drapes.Std 19 Window 12.5 2 Vinyl Slider 0.520 330 90 0.88 0.78 Drapes.Std 20 Window 25.0 2 Vinyl Slider 0.520 15 90 0.88 0.78 Drapes.Std 21 Window 12.5 2 Vinyl Slider 0.520 60 90 0.88 0.78 Drapes.Std 22 Door 18.0 2 Wood Hinged 0.550 15 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... ;. A-3-B-R_Res -Steve Sicke Date........ •06/02/.-9:9. - MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal FENESTRATION SURFACES #.of- Vent SC SC Interior --. Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 23 Window 40.0 2 Vinyl Slider 0.550 105 90 0.88 0.78 Drapes.Std 24 Window 15.0 2 VinylDiv Slider 0.520 105 90 0.88 0.78 Drapes.Std 25 Window 15.0 2 VinylDiv Slider 0.520 105 90 0.88 0.78 Drapes.Std 26 Skylight 9.0 2 Metal Fixed 0.800 195 0 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 5 3 23 .25 2.5 2 2.5 16 .25 n/a n/a n/a 2 Window 15.0 5 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 5 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 5 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.7 6.67 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 6.67 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.7 6.67 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 5 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 4 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 6.67 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 40.0 6.67 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 20.0 6.67 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 12.5 5 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 25.0 5 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 12.5 5 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 18.0 6.67 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 40.0 6.67 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 15.0 5 - n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 15.0 5 n/a 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 315 4.0 28.0 0.98 R-0.0 KIT./BATH/ENTRY/BREAKFAST 2 SlabOnGrade 1343 4.0 28.0 0.98 R-2.0 TYPICAL 3 InteriorHorz 43 1.0 24.0 0.67 R-0.0 COUNTERTOPS 4 InteriorVert 70 1.0 24.0 0.67 R-0.0 SHOWER ENCLOSURE COMPUTER METHOD SUMMARY Page 4 C -2R MICROPAS4 v4.50 File -99108S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal System Type HVAC SYSTEMS Minimum - Duct... Duct-- Duct Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 ACSplit 13.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Enerav Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R-12 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.,... -A 3 BR Res. -Steve Sicke --. -.Date......... 06/.02/99, -- Pt Add K f R d ******* ro�ec ress........ ee er oa Chico *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone - -11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -991085 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1658 sf 14330 cf Front Facing 195 deg CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 15193 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -991085 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1658 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1658 sf 14330 cf Front Facing 195 deg CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 15193 5359 Glazing Conduction ............... 10861 6062 Glazing Solar .................... n/a 8555 Infiltration ..................... 9062 2978 Internal Ga -in .................... n/a 2100 Ducts ............................ 3512 2505 Sensible Load ..................... 38628 27560 Latent Load ...................... n/a 5512 Minimum Total Load 38628 33072 (S) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY, ` OWNER: µowA K BUILDINGPERMM4MBER: PLAN CHECKER: A.P. NUMBER: d 'Y-7 25o -- / 7 0 ! GENEJ Zoniag requirements: (side yards and number of permitted living units). `valuation Plans signed by designer. - { �t! Proper description of work on application. ,5r Existing violations on property. _ 40 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Y. Complete parcel size and dimensions. ' Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. ; 06' Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). i F.A.U. & F.A.S. road setback. ' 8� Building or utilities across lot lines (Record form). I' FLOOR PLAN: .1!' Complete to scale plan with dimensions. Required windowsfor light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). I . Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. ,Y Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). a, Clerestory requiring balloon framing and/or engineering. A" Three story building requiring engineered calculations and plans. I.� Foundation plan complete enough to construct building. ff Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. A'. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. r --Garage doo d/or porch healder sizes. J,r-heights. Adobe soils - special foundation design. 1 Retaining walls requiring design. 15'.*" Special Inspection requirements. .ice Header size. L% Sheetrock nailing inspection required? July 1996 3,2 July 1996 3.3 tl . _ Stanway details.,, etails: landings, nae and nm, head clearance, handrails (Section }1006). _ R Guardraildetails • . A Brick or stone veneer (Section 1403). i Exterior laster - w screeds Section 2506 --Proper roof pitch f6i roof covering (Section 1501). 437 Roof covering type - (fire hazard). . Foam insulation :.protection. 36" halls and stairways Living area over garage - complete 1 -hour separation required on garage side including supporting walls aid posts. `g Two exits on three - story dwellings (Section 1003). ^{ :,t..,a V Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). 103" Combustion air for fuel burning appliances - L.P.G. requirements. t. 14. Noise requirements on duplexes. „• Energy design Flashing at all exterior openings. I?f- C.D.F. responsible area requirements. It 71 '� • .. ..l::�n.•. is July 1996 3.3 June 24, 1999 Steve Sicke 31 Gardenia Lane Chico, CA. 92656 Duane Howard Assessor Parcel Number: 047-250-190 Building Permit Number: 99-0753 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The Butte County Building Division engineer of record reviewed the above referenced building plans. These items are listed on the attached Structural Plancheck Comments. They are in addition to the items listed in the previous letter dated June 17, 1999. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner APN: 047-250-1900Structural Plancheck Comments 0 Howard Residence 1. Walls at wall line 2 (@ Garage) exceed the Maximum Diaphragm Dimension Ratio set forth by Table 23 -I -I of the UBC. Verify that the deflection of the walls at this line does not exceed 0.005*h. 2. Walls at wall line A exceed the Maximum Diaphragm Dimension Ratio. Provide deflection analysis. . 3. Add note stating the use of 3x or DBL 2x framing members where end nailing is at 2" o.c. 4. If DBL 2x's are used, specify the nailing connection. 5. Provide size of header at garage door. 6. Provide framing plan for roof and headers. June 17, 1999 Steve Sicke 31 Gardenia Lane Chico, CA. 92656 Duane Howard Assessor Parcel Number: 047-250-190 Building Permit Number: 99-0753 . ....... Count u LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE * OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced building plans. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: -34"-Location .of the water heater, heating and cooling equipment does not appear to be ,shown on the building plans. �rovide the size of the garage door header. ndicate the sizes of the windows on the building plans. Flood elevation certificate required. 5) Fire suppression sprinkler system permit must be issued in conjunction with the building permit. Parcels shown on this map are within CSA 135, and are subject to an annual assessment fee for oversight and/or maintenance of the sewage disposal system. Property owners are responsible for operating and maintaining their sewage disposal system, which is to be installed and maintained at the owner's expense. 7) Water tender fees = $200.00. 8) Chico Area Recreation and Park District form must be completed and returned prior to the issuance of this permit. 9) Encroachment permit for driveway construction. 10) CSA 87 Traffic fee = $2,500.00. 11) Sheriff fees = $360.00. 12) Complete and return the Butte County school impact fee certification form. 13) Balance of Building Permit fees = $998.71. 1 14) The Butte County Building Division engineer of record may require additional items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner June 4, 1999 Steve Sicke 31 Gardenia Lane Chico, CA. 92656 Duane Howard Assessor Parcel Number: 047-250-190 Building Permit Number: 99-0753 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced building plans. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite there -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1) Building plans do not appear to have the required red stamp of the designer, Donald A. Gardner, on the drawings. Provide revised building plans. 2) Building plans must include the engineer's, Jeffrey M. Richilieu, "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements. 3) Expansive soil is indicated at this location and the foundation will need to be designed with the requirements of a soils report. 4) Indicate on the building plans the location of the MSTC 28 w/36 -16d sinkers @ top plate splice on line B. 5) Provide clarification. about the PHD2 on 4x on line C of the structural calculations. 6) Indicate the sizes of the windows on the building plans. 7) Flood elevation certificate required. 8) Fire suppression sprinkler system required. 9) Plan review will continue upon the receipt of the above listed items. Additional items may be required when plan review is resumed. 10)Parcels shown on this map are within CSA 135, and are subject to an annual assessment fee for oversight and/or maintenance of the sewage disposal system. 0. 0 Property owners are responsible for operating and maintaining their sewage disposal system, which is to be installed and maintained at the owner's expense. 11) Water tender fees = $200.00. 12) Chico Area Recreation and Park District form has been enclosed and must be completed and returned prior to the issuance of this permit. 13) Encroachment permit for driveway construction... 14) CSA 87 Traffic fee = $2,500.00. 15) Sheriff fees = $360.00. 16) Complete and return the enclosed Butte County. school impact fee certification form. 17) Balance of Building Permit fees = $998.71. 18) The Butte County Building Division engineer of record may require additional items. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m:, Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner �. 2 1. FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D. 2. TANK FLOAT SWITCH MUST BESET TO MAINTAIN 3 Z O GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PRO. DE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK FALLS BELOW GALLONS. 4. THE FIFjE SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BESET TO ACTIVATE THE PUMP AT � 5 21Si, 6. PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE. 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY. 8. SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. ' JL' •:•�•tifti. FOX Company 3995 Olive Highway, OrovMe CA 95966 -916-533 2730 / 916-533-1825 FAQ Lic. #305365 C-109 C=169 C-20, C-366 C-43 Residential Fire Sprinkler with Pump &Holding Tank 1. Sprinkler Head 2. Spring Loaded Check Valve 3. Gate Valve 4. 3 -Way Globe Valve 5. 3001b Gauge 6. 2 Pole Flow Switch 7. Alarm Bell 8. Drain Ball Valve 9. Spare Head Cabinet 10. Booster Pump 110, Pressure Switch 12. Pump Control / Low Water Control 13. Holding Tank W Model LF Low Flow Residential Pendent and Recessed Pendent Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model LF Residential Pendent and Recessed Pendent Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Model LF is Listed for both 1550 and 1750. The 1750 Listing can accommodate ambient temperatures up to 150°F. This is an advantage in areas where high ambient temperature is expected. The Model LF is Listed for up to 8" below the ceiling which can provide a significant advantage when encountering ceiling obstructions. Please note the flow changes slightly for installations over 4" up to 8" below the ceiling and for the 1750 temperature. The_ Centra' Model LF Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled quick response frangible capsule that is only 2.0 cm in length. The Model LF Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. Technical Data Model: LF Style: Pendent and Recessed Pendent Escutcheon: Model GB Res./QR Wrench: GB -20 (Part #1125) Orifice Size: 3/e" (9.53 mm) K -Factor: 3.0 Thread Size: 1/2" N.P.T. (12.7mm) Temp. Ratings: 1550F/680C 1750F/79°C Approvals: U.L., cUL Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white and off-white painted Escutcheon: brass plated, chrome plated, white and off- white painted Length: 21/8" (5.39 cm) Width: 13/,8" (3.02 cm) Weight: 21/2" (70 grams) 3C ;:, No. 4-4.0 I 'i! T44Y!.1y 5 3C ;:, No. 4-4.0 Figure 1 Model LF Pendent (bottom view) g 1 t 1 1 t / r f ... r 1 r t Face of Reducing Coupling 2 1/8' 1 11/16' (54 mm) (42.9 mm) Ref. _ 1 3/16' 130.2 mml (• Diameter Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be'/a" ±'/,•" below ceiling line. LF 3/8" Residential Extended Pendent Sprinkler Design Requirements 155°F and 175°F Deflector distance extended 4" to 8" below ceiling. 399 Escutcheon i Minimum Design Flow Coverage Brass Two or More Area One Sprinkler Sprinklers 12'x 12' 11 GPM (13.4 psi) . 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi) 9 GPM (9.0 psi) 16'x 16' , 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 18' x 18' 14 GPM (21.8 psi) 12 GPM (16.0 psi) 20'x 20' 16 GPM (28.4 psi) 15 GPM (25.0 psi) Deflector distance extended 4" to 8" below ceiling. 399 Escutcheon i Finish Part# . Brass 1287 Chrome 1286 White 1288 ; Off -White 1290 i Figure 2 Model LF Recessed Pendent Figure 3 Model LF Extended Pendent 3 1/2" Max. 2 1/4" Min. i I I i I 399 Escutcheon 6" Max. I i 3 3/4" Min. I • Face of I Reducing \ / Coupling .l j '` 11v1s° 2 I LF'/a" Residential Pendent and Recessed Pendent sprinKier uesign mequlrements 155-F Minimum Design Flow Coverage: 8 GPM (7.1 psi) Two or More Area One Sprinkler I Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 14'x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 16'x 16' 10 GPM (11.1 psi) 18 GPM (7.1 psi) 18'x 18' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 20'x 20' 16 GPM (28.4 psi) 1 13.5 GPM (20.3 psi) Deflector distance from recessed up to 4' below ceiling. LF 1/8" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 175°F Minimum Design Flow Coverage; ' Two or More Area One Sprinkler iSprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 16'x 16' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 18'x 18' 15 GPM (25.0 psi) 10.5 GPM (12.3 psi) 20'x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) uertector otstance from recessed up to 4' below ceiling. Step 2. Use only a non -hardening rA ' Installation pipe joint compound or Teflon' tape Apply only to male threads. Teflon is a trademark of the DuPont Corp. All Central Model LF Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the Pendent position. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central GB -20 Wrench to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs. may distort the orifice seal, resulting in leakage. GB -20 Sprinkler Wrench (Part #1125) Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry loca`ion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must_be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems", contains guidelines and minimum maintenance require- ments. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, andInspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. ©1996 Central Sprinkler Company Printed in U.S.A. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information - Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. I Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, throdgh a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, jor call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm, 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. LF PEND.2 Grinnell 25 Bronze Spring Loaded Check Valve 3/grr-2" Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ wlTeflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Buna-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, OII, or Gas Fluid Pressure, Non -Shock W.O.G. lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. t iaa��H�l LI81' K Figure No. 3600SJ Ml Figure No. 3615SJ Copper to Copper Ihr1 � Type. v?: °fir• 1Ch�llaleil.'. Dihtenslohs — Weights Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alby C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Dlso Teflon. Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy S43000 8. Body End Bronze ASTM B-584 Alloy C84400 K Figure No. 3600SJ Ml Figure No. 3615SJ Copper to Copper Ihr1 � Type. v?: °fir• 1Ch�llaleil.'. Dihtenslohs — Weights Nominal Size DimensionsApprox. Fig. 600 Approx. Fig. 360M A B C 3/e 2 13/1 1 '/16 .4 .4 1/2 21/16 13/0 13/16 .4 .4 3/4 21A 1% 15/16 .5 .5 1 25/e 2 11% .8 .9 11/' 215/16 23/e 1 111/16 1 1.2 1.3 1'/2 35/16 23/42 1.6 1.9 2 1 33/4 33/e j 25/16 L2.4 27 t•1 �i '•i' — _• 1 — � t Figure No. 3010 125# Bronze Gate Valve 1/4"-3" Figure INo. 3010 SJ 125# Bronze Gate Valve 1/2"-3rr 125 PSI Saturated Steam, 200 PSI Non -Shock Cold Water, Oil, or Gas RifIng Stem I 6 open t Figure No. 3010 Threaded Conforr'11s to Federal Specification.- WW -V-54 Class A, Type 118 MSS -SP -80 Unnnell Figure No. 3010SJ Copper to Copper Screwed Bonnet Rising Stem :; ; Solid Wedge Disc f Ma terial~flat f 'n r_ iy ' :,• ;''�• :, =,.� :. Dlmenslons'—Welghts - Part _ _ Speci leatlon 1. Han&hccl Nut Zinc Plated Steel with a I Clear Chromate Cs 2. Iden 3. Han, Mon Plate Aluminum 4. Stem _. . Aluminum ASTM 13-85 Alloy A038M A. Silicon Bronze ASTM B•371 Alloy C69400 or B-99 - -' --^ Alloy C65100 H04_ :y 'C S. Packing Nut Bronze ASTM B-62 or ASTM 8-584 Alloy C84d00 + Approx. FIN. 30 0S.1 — .6 .6 .9 - —1.5 2.1 - 3.1 4.7 9.4 - 13.3 6. Pac&g Cland Bronze ASTM B-62 or C — 51!}t 1 "/15 111;16 ASTM B -S84 Alloy C844W ; 1151, or ASTM B-282 or B-16 :f T. Pacing— Non-AsbN.stos/Graphite/ 5"/16 — -- Aramid Fiber - - - ' :$ S. Bonnet Bronze ASTM B 62 1'/4 1'/: _ Nominal Size '/at e/st-- - Dimensions Approx. M. FI et3010 .6 .6 .7 _1.0 _ . + Approx. FIN. 30 0S.1 — .6 .6 .9 - —1.5 2.1 - 3.1 4.7 9.4 - 13.3 A B C — 51!}t 1 "/15 111;16 4515 45::e 1/2t 1151, 4'/e ale_..__ e/4 21/16 5"/16 1 2'!16 7'/aa 1 1�116 11/" 16/'6 112/,s 119/16 1.7— 2.4 ,3.3 _ 5.0 10.5 15.0 1'/4 1'/: _ 2e/e 271s 8'/e 9"/1s 2 3'/1s 119/,6 145/1t 161/2 2'12 - 3 41/e 4'h g. Body, — Bronze ASTM B-62— --- ;:.t No;p9cklrlg �tanQ.'pScking only U11h4S�'Slzes' . 5 _ i :•1' i + 1 10. Wedge I Bronze ASTM B-62 4 W C Z N IT. 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue. Lansdale. Pennsyivania 19446 Product Description Material corrosion resistance. The hand Descr15 iption wheel is manufactured from cast iron materials to meet or exceed the The Central Model F17 3 -Way requirements of Underwriters Laboratories. Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off. Association C-509 and ASTM A-126, throttling. or drain valves. Class B Standards. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Giobe Valves provide positive Bronze Globe Valves are rated with shut-off under normal operating cold water at 200 psi, non -shock for conditions. They are recommended cold water service. and are tested for water service only. twice. air under water for consistent The Central Model F17 3 -Way quality. Bronze Globe Valves are of cast The Central Model F17 3 -Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg. Source: Non -Domestic) 2.45 1.69.E 3 -Wa Bronze Globe Valves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 Nn_ 27.3_n HMgCU.1rR1MwL1NEy contydn 1 800 854-1015 FIRE SPRINKLER PRESSURE GAUGES U.S. GUAGL, AMETEK * Use on wet or dry sprinkler systems! ., • Sol/d brass backed! /' ns o 1 • 114 " ANTP-LM brass fitting; 3'/2 " diameter V3"Q �_2s ' 250 • 300 lb./sq. In. Capacity 17s, .u. v� SLISTED APPROVEC, VS 11 -SF (DePOTTER FOR SMALL PIPE VANE TYPE WATERFLOW Mille ALARM SWITCH WITH RETARD Pout Electric: Signal Company Potter Electric Signal dr Mfg. LTD 2081 Cralq Road • P.O. Box 28480 1987 Leslie Street 8t. Louis, MO 63146.4161 Don Mills, Ontario, Canada M392110 (314) 8784321 • (800) 325.3936 (416) 441.1833 STK. NO. 11130-00 U.S. PAT. NO, 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Modal VSA -SF lai a vane type waterflow switch for use on wet sprinkler systems that use 1',1 1/44, or 1 1/2' pipe size. The unit may also be used as a sectional watert.ow detector on large systema. The unit contains two single pole double throw snap action switches and en ad)ustable pneumstic retard. The switches are actuated when a flow of 10 gallon$ per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the plpe where they will be accessible. The units should not be installed within d' of a valve, drain or fitting which changes the direction of the watefflow. The unit has a 1' NPT busning for threading Into a noncorrosive TEE. See Fig. 2 for proper TEE size, type and Installation. Screwthedevice Into -.heTEEfitting asshown InFig. 2. Caremustbeteken to property orient the device for the direction of waterflow. UL, ULC, C8FM LISTED and NYMEA ACCEPTED service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10012M Maximum Surge: /8 FPS Enclosure: Die-cast, red enamel finish. Cover held In place with tamper resistant screws Contact Ratings: Two seta of SPDT (Form C) 15.0 Anes at 125/250 VAC 2.0 Amps at 0.30 VDC Conduit Enhances: Two Knockouts provided for 1Q' condult Usage: Usted Plastic. Copper and Schedule 40 Iron Pipe Fite pipe sizes - 1', 1 1/4', and 1 1/2' Note: 8 paddles are furnished with each unit one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Environmental Specifications: Suitable for Indoor or outdoor use with factory Installed gasirot and die-cast housing NEMA 4 Rated Enclosure - use with appropriate conduit fitting Temperature Range: 40' F/120° F (4.5' C/4W C) Caution: This device is not intended for applk:all" In explosive environments Service Use: Automatic Sprinkler NFPA-13 one or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 optional: Cover Tamper SvNbch, order Stk. No. 00800t8 The vans must not rub the Inside of the TEE or bird In any way. The stern should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adaptors so that the specified TEE flttrhg may be katslbd on the OPO run. INSPECTION AND TESTING: Check the operation of the unit by opening the Inspector' test valve at the end of the sprinkler line or the drain and teat commotion, If an Inspector's teat valve is not provided. If there ars no provisions for testing the operation of the flow detection device on the system, application of the VSR-3F Is not ►seom it nended or 'advisable The *uency of the inspection and testing and Its associated protective mmlto*q systertl should be In atxordanos Wth the applicable NFPA Codes and Standards and/or authority havkp )urtediction (manufacturer recommends quarterly or more hequentM. CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type o1TEE that they are to be used with. The proper paddle nwW be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA MKT. 01400003 - REV t PAQE 1 OF 2 UM. #5400M - 30 BELLS (0),.POTTE-R PBA-AC & PBD-DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL d8 @ 10 FT. MINIMUM dS @ 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30` to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776-4/94 Ball Valves Standard Port 150 PSI Saturated Steam 400 W.O.G. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E� Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which may occur in alternate processes. A large port size ensures good flow characteristics. Teflon' seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. (Mfg. Source: Non - Domestic) fall Valves Dimensions (inches) Nom. Size A B C Bore Size (D) '/d" 1.65 1.50 3.31 0.320 '/z" 1.90 1.60 3.31 0.396 '/a" 2.20 1.70 3.31 0.591 ill 2.64 2.01 4.65 0.787 1114.. 3.00 2.17 4.65 1.050 11121, 3.35 ' 2.60 5.28 1.260 2" 3.82 2.80 5.28 1.500 'Teflon is a trademark of the DuPont Corp. No. 27.4.0 a a 0 L 1 Or & Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 Product Technical ED Description iia Data Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet are constructed of a metal enclosure Style: 6 head or 12 head with a triple -hinged cover designed to Provide on-site storage of an Standard Finish: Red enamel emergency supply of sprinkler heads Mfgr. Source: Non-domestic and a sprinkler head wrench. Capacity: 6 sprinkler heads NFPA 13 requires a representative 12 sorinkler heads number of each type of sprinkler head used in a sprinkler system to be Dimensions: stored in a cabinet on-site to allow for 6 head - 5" high x 14" long x immediate removal and replacement 3 1/4" deep of sprinklers which may have 12 head - 5" high x 14" Iona x operated or become damaged. 4" deep _ _Central Sprinkler_Head Cabinets Weiaht: 6 head - 2.3 lbs. are manufactured of heavy gauge 12 heat. - 3.5 lbs. steel with knock -outs to _ accommodate either 1/2" or 3/4' N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. L'. r. mr 0 64 APPLICATIONS Specifically designed for the following uses: Lawn: sprinkling • Irrigation '.. • Air conditioning systems • Heat pumps • Water transfer • Dewatering SPECIFICATIONS Pump: • Pipe connections: 1'/z° suction 1'/i discharge • Capacities: to 110 GPM:at 5 foot suction lift. • Heads: to 128 feet. • Reprime capabilities: to 25 foot suction lift. • Maximum working pressure: 125 PSIG. • Maximum water temperature: 160°F (710C). • Rotation: right hand ie; clockwise when viewed from motor end. Motor: • NEMA standard open drip proof. • 60 Hz, 3500 RPM. • Stainless steel shaft. • Single phase: 3/4-2 HP, 115/230 V; 3 HP, 230 V only. Built-in over -load with automatic reset. Three phase: 230/460 V. Overload protection must be provided in starter unit. Starter and heaters (3) must be ordered separately. O 1997. -Goulds Pumps FEATURES ■ Self -Priming Design: When.pump is primed it never needs. primingagain eve0f-water•level drops below end of -the foot valve. It resumes pumping as soon as water level rises again. Gas or air in the water will not airbind the pump. ■ Serviceable: • Back pullout design allows disassembly of pump for service without disturbing piping. • Two compartment motor for easy access to motor wiring and replaceable components. ■ Diffuser (Guide Vane): Bolt down diffuser provides positive alignment with impeller. Diffuser also has stainless wear ring for extended performance in abrasive conditions. F.D.A. compliant, injection molded, food grade, glass filled Lexan® for durability and abrasion resistance. ■ Impeller: F.D.A. compli- ant, glass filled Noryl®. Corrosion and abrasion resistant. ■ Corrosion Resistant: Electro -coated paint process is applied inside and out, then baked on. ■ Casing: Cast iron construction. 4 bolt, back pull-out design. Tapped openings provided for vacuum gauge and casing drain. Goulds IRRI-GATOR TM GT ■ Powered for Continuous Operation: Pump ratings are within the motor manu- facturer's recommended working limits. Can be operated continuously without damage. ■ Mechanical Seal: Carbon/ceramic faces, BUNA elastomers. 300 series stainless steel metal parts. Exclusive casing design prevents the seal from running dry. SELF -PRIMING M MODELS AVAILABLE Model HP Phase GT07 '/ 1 GT10 1 GT15 1% GT20 2 GT30 3 GT073 % 3 GT103 1 GT153 1'h GT203 2 GT303 3 W Water recirculates, Arrows show flow of but during re-pnming water after all air has operation only. been exhausted from Air is exhausted from suction line. suction line through discharge pipe. Effective October, 1997 BGT COMPONENTS.. DIMENSIONS AND WEIGHTS ItemMo. Dears tion PSI ug }I 17CasIt10%•........ 3' Seal-nng _ diffuser' , : ,• 4 Diaphragm 5 Machine screw 6 Diffuser 7 Impeller 7 —7777 8 Mechanical seal 9 Foot 10 1 Bolt — foot to adapter 11 1 Motor adapter 12 Bolt — casing to adapter• 13 Bolt — adapter to motor. 14 Deflector PERFORMANCE RATINGS Goulds IRRI-GATOR TM SELF PRIMER-- MODEL GT - 10 Model.:. GT07 PSI Suction Lift Model WWII. in Feet 1 GT103 Pressure 5 10 115 20 25 GT203 20 44 41136 31 24 GT07 GT073 30 34 31126 22 14 3 40 1'0 4 '0 0 0 1% 20 53 61149 46.4 1 GT10 GT103 30 - 43 41138 36132 40 29 22116 8 10 19 19'4 20 63 59154 49 39 GT153 GT15 30 60 55151.46 37 40 45 38133 20 14 8% 20 86 77 70 59 46 GT203 GT20 30 80 72167 57 44 40 65 60 57 50,43', 20 105100 88 76 60 GT30/ 30 92-90 84 57 GT303 52 ]75 65 40 73 67 62 50 Goulds IRRI-GATOR TM SELF PRIMER-- MODEL GT - 10 Model.:. GT07 ST10 'GT15 GT20 GT30 GTO73 1 GT103 GT153 GT203 GT303 ':_HPC-.:.:. .-. 1••.. ; 1'r4: 2 3 % 1 1% 2 3 20'Xe 21'96 19 19'4 20'/,e 20"/e ;, ::� ....... 8% Height 914 Wt. (Ib33.) 48 1 52 60 1 65 76 1 49 1 52 1 55 1 69 Tj 71 Phase Single I Three (All dimensions are in inches and weights in lbs. Do not use for construction purposes.) 1'/z' NPT DISCHARGE 1'/z' SUCTION V/• PERFORMANCE CURVE METERS 40 30 4.�•cgs. X. //!R 101 0' Performance ratings arp in GPM. 19GOULDS PUMPS ITT.Industries °0 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM 0 5 10 15 20 25 m3/hr. GALLONS PER MINUTE (0) Single and three phase have same performance. Water Technologies .Seneca Falls, NY 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. JUNE, 1980 Supersedes page P3 PUMPTROLO PRESSURE SWITCHES Dated 3/76 TYPE FSG'L.11w. MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In addition, the Form M4 low pressure cut-off feature aids in preserving the life of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open to turn off the pump. * When the condition has been relieved, the manual lever is turned to the start position and, if pressure is restored while holding there, the switch resumes normal operation. . The Form M4 manual lever also has an off position for com- plete pump shutdown. IMPORTANT: The cut -in point must not be set lower than 19 P.S.I.: consequently, the cut-out point on rising pressure must not be lower than 30 P.S.I. Electrical Ratings — See'preceding page. NOTE: Form M4 is not available on FYG types. *Example: Switch set 20-40, low water cut-out = 10 approx. Switch set 30-50, low water cut-out = 20 approx Switch set 40-60. low water cut -caul = If; appfto. ?.."... _OFF. TYPO FSG. Form 135 Mn (SMow.ng Combmetion of Pibl Ugh, ano Low Pressure Cutch Motlit CaLonS) FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES -1N a� SWNG FIADIUS IS Y?$ N. 7"M FS04.Fotm M4 UNDERWRITERS LABORATORIES LISTED sounneD COMPnar 2.78 71 i i 2.05 ���1.3-9 52 35 QuelDimena.,•: Wt:MF:• Mechanically activated switch designed to directly control pumps and activate pump control panels, alarn}s, solenoids, and relays. W. Pause t" SABJ01 a d11w101 ca..rss, Parsf P.wrr ��7i► � Applications SJE PumpMasteil pumpicontrol switch provides automatic control of pumps in water and sewage applications: Because this switch is not sensitive to rotation or turbulence, it can be used in both calm and turbulent applications. The .SJE PumpMasterO can also be used as a pilot duty control switch to reliably monitor liquid levels in sewage and water applications. Contact SJE regarding specific intrinsically safe applications. Cable: flexible 16 gauge, 2 conductor SJOW A (UL), SJOW (CSA), water-resistant, neoprene (CPE) Float: 3.05 inch diameter x 3.56 inch long (7.75 cm x 9.07 cm), impact resistant, non -corrosive, PVC plastic for use in liquids up to 140°F (6("C). Pump Switch Electricals Voltage 60142, M"Imom pomp lAaad Rotor' Remmmended Single Phue Running Current Amps Pump HP 120 VAC 13 aunpa 93 amp, tR t!l' or tae 2_10 VAC. 13 Rrnfw 83 AMIN I Flt' at leen ''Metal pw Vt. $09 Induavial Caouol Egisipmeet Control switch Electricals Maximum C.•tarmnt 13 Ampe Lower Limit: 12 VAC / 30 milliamps Notes This switch must be used with pumps that provide integral thermal overload protection. 4.SJE 273/ Features • Heavy-duty contacts • UL Listed for use in water and sewage • CSA Certified • Two-year limited warranty Pump switch: • Controls pumps up to 1/2 FIP at 120 V and 1 HP at 230 V • Adjustable pumping range of 7 to 36 inches Central switchs • Provides pilot duty action with on-off differential as low as 3.5 inches above or below horizontal Options This switch is available: • in standard cable lengths of 10, 15, 20, or 30 feet Pump switchs • for pump down or pump up applications • with a 120 V or 230 V piggy -back plug • without a plug for direct wiring in 120 V or 230 V applications • with standard mounting strap Control swittlet (order without plug option) • for normally open or normally closed applications • with two mounting options (mounting strap or cable weight) Pump Down / Normally Open / OFF position contacts open e•. L-.. t! ` steel ball.. Pump Vp / Normally Open / ON position contacts closed on/of rsussP::. _ tifeel.ball .' 67� a� F4w T 0 y' %0 U ---=------�M B 0 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCUL�ATIONS PROJECT JOB NO. (/ Ir::? 8 LOCATION OZ�O �- �. G N I (:;,o DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual .MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days 'Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: -ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing,.Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or.greater allowable stress 11 'Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live ::Load: psf :Floor Live Load: +C2 psf Seismic Zone �j Wind Speed: / mph Exposure: .G Method 2 used unless otherwise noted. Allowable Soil Bearing Opo psf ARE SPECIAL INSPECTIONS REQUIRED ? ISI a GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are. not the responsibility of NorthStarEngineering. Verification of the soil conditions at the project site to determine tho expansion index or bearing capacity is by others. Page 1 of O BY: JMR NORTHSTAR ENGINEERING 5/6/99 20 DECLARATION DRIVE JOB NO: 6598 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON '94 UBC GRAVITY LOADS: ROOF: EXTERIOR WALLS: LATERAL LOADS: SEISMIC: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF WOOD SIDING 2.5 PSF FRAMING 3.0 PSF 1/2" GYPSUM WALLBOARD 2.5 PSF MISCELLANEOUS 2.0. PSF DEAD LOAD 10.0 PSF .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq = 1.3: DESIGN qs = 14.5 PSF PRESSURE Ce. 0 - 15' = 1.06: Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13. = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31: = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations' without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: q q NorthStar DATE: 45 I JOB NO: COENGINEERING PAGE 3 OF Civil Engineers • Planners • Surveyors ml 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 . rJ BY: J I I I� NorthStar 20 DECLARATION DRIVE DATE: . $ CHICO, CALIFORNIA 95973 JOB NO: G S �Pj ENGINEERING 530.893.1600 PAGE q— OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 -(50GAzA G T v= .022 4 Z- (,5 ci3) -t- 3:s (1- )) . -7 &-7 (L) -7 1 ol r - RD 1 -7 / E f J 4- X. 4- roST -(cw- = -e2-.3 r-) I-IAX.. 5T94T BY: -i r11Z DATE: "519 1 JOB NO: 18 PAGE C, OF NwthStar 20 DECLARATION DRIVE ENGINEERING CHICO,-CALIFORNIA 95973 530-893-1600 Civil Engineers • Planners • Surveyors FAX 530-893-2113 BY: —j M;?, NwthStar 20 DECLARATION DRIVE DATE: Glcl� I CHICO, CALIFORNIA 95973 JOB N0: E GINEERING 530-893-1600 PAGE OF Civil Engineers* Planners 9 Surveyors FAX 530-893-2113 Li,�o�3, __ I --I - P- L-- I-it1 T . v` _ 622.E-�s) I� +.o?i�[(s) I� �-z(2.S)�-�.02[8(��j� 7- 6p 3 4—.::- -3 cx� I�l A GTr--LAT= (C"o.3 Tc, z _ --V J _023(3(8-�)�-f- BY: J rlF-, NorthStar 20 DECLARATION DRIVE DATE: I CHICO, CALIFORNIA 95973 JOB NO: (p�j�g ENGINEERING 530-893-1600 PAGE --7 OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 V = o Z 13 05 l 8 -+- , o Z (8. C5) g -- , �t2t3 - - - CM -1 = . 4� ND K L74- . uS� �:I"1�S-ATG_=2�._�► ��--� 1��� ��rJK�rzs :_ TOP PL. S L- L L 114 L4 7 'L-V,�:5 -�2 _ Cmoi' = 2 I- BY: DATE: I �� :JOB NO: PAGE a OF RwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530-893.2113 SHEAR WALL SCHEDULE SHEAR WALLA Q Q3 0 Q 0 0 Qg ALLOWABLE LOAD/FOOT' 195 295 390 435 500 590 780 870 PLYWOOD I�'8STRUCT 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/8" I CDX CDX CDX STRUCT I CDX 2 SIDES 3 2 SIDES 3 2 SIDE53 EDGE NAILING 5 8d C@ 6" 8d r@ 4" 8d r@ 3" 8d (@ 3" 8d (@ 2" 4 .8d r@ 4" 8d (@ 3" 8d (@ 3" FIELD NAILING 5 8d (@ 12" 8d (@ 12" Sd (@ 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" ad (@ 12" 8d (@ 12" SILL NAILING 6 16d (@ 6" 16d (@ 4" 16d (@ 3" 16d (@ 3" 16d (@ 2" 16d C@ 2" 2 ROWS 16d A 3" 2 ROWS I6d 0 3" CLIP, BLOCK '7 L550 L550 L550 L590 L590 L590 L590 1_590 TO PLATE (@ 24" (@ 16" f@ IC " C@ 24" C@ 20" (@ 16" C@ 12" l@ 12" ANCHOR BOLT 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8110 5/8" m SPACING 72" 56" 42" 40" 34" 28" 20" 20" I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. USE 8d BOX NAILS OR EQUAL 6. STAGGER ALL SILL NAILS AND PREDRILL SILL NAILS LESS THAN 3" O.C. 7: SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE 8. OSB WITH ALLOWABLE STRESS AND THICKNESS; EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX'WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. ,Y: J M g DATE: S I 19 Q JOB NO: 6, J 1 8 PAGE I OF hbdhStar ENGINEERING Civil Engineers •.Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �A��LILATIaN� � Fob Gi�� NAILII�IG-� � A GHo� F3oLT5 PE-:, V- 1�, GAPAG IT`( P�-,[2 19cl4- LIgG Imago F�PoP-T No. NSR — Z- 72 . P�Iz 'cl 4 U Vp . 2-'2211. 2: � TA&L5�, 2; --1- F 1430 : C I.33) 219 0 2 22 q -o 01.33) = 147 3 -- r gol-T 27%�2 N A I I, � PSP- lc -97o i J5-& - 272- I&j --2INKr,- Iz I22 # NAIL -5yyEAP �- JALL LOAD FOOT �51L - NAIL NAIL GAPAC-tTY AN-,HoP i3c:2L-T ANGHoR P -T e--APAG I TY Ai I I (off (o'I 7 -(i7 -z)= --Z44- 51g 0 72'' • 17 (1.4-7)= -24-'� Az I) 540.1 A 390 1& .C�) 3" 4(122) =410 �.IB 47 42 (i.0=.4� ® 44-1. A 5061 I& ,p 2 u 6 (I22= 732 0 •+3 (1.4 /� i/\ 7�0 2 >2owS Iii a7 ?,iI o, 2 ( 1 Ido 5�8Q� 2 It , CN��1.4%) Ae 370610, �°` 2 130 s J8 o Zo'' .foo (I.�-7) . � Z v BY: Jill PL DATE: S I I Q JOB NO: CO Q PAGE ` Q OF I� NwthStar C . ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 -DD pN C, Na-vo tom me Wt LL(AMs APN: 0 9 r) —'2t:--> D -19 0 BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.:CA — Proposed Use: SFD O MH O Res. Accessory ❑ Ag. Bldg. O Commercial O Industrial O Other: Zone District: j General Plan: ' The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page Map Conditions? No: Yes: , See reverse side j A Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side j (� Side, street —-- Rear Height S Parcel in Land Conservation Agreement? No: '>< Yes: , Check Use Parcel in North Chico Specific Plan? No: Yes: , Check NCSP Zoning Parcel in Floodplain? No: Yes: �, Zone: ' t Panel No.: D Parcel in Enterprise Zone? No: Yes: , Check Use CommerciaUIndustrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: sm GAc-`e-D Reviewed By: _� Date: L��r�-2=" D.A GEECK SPEaALCONDMONS1 M • M] / RE PAID TO THERUILDING I ,I UNLESS / 11� i / —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mance trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by pleating replacement trees of equal number and not less than _ gallon size. •. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project. shall be fully protected through the use of root protection zones (RPZ).. During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to die dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the &acing shell be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The Iowa strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entidlemcnts trust be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8i: Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K.\BLDGC H4 FR.1 7 q�, o -S 1999-0020058 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 Recorded Official Records County BUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:31AM 11 -May -1999 REC FEE 13.00 CONFORM .00 CONFORM .00 Vickie Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides. and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should.bs prepared to accept such inconvenience or discomfort from normal. necessary farm operations. ,,< •::..'., :;,t:,aFt.. ; All that real property situate in the County of Butte. State of California, described as follows: See attached legal description Date: May 10, 1999 PROPERTY OWNERS: State of California ) County of ) On before me, � -7D I YL� . /�' ��� ►"h personally appeared Ju. b ,6personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their 'gnature(s) on the instrument, the person(s) or the entity upon behalf of which th erson(s) acted, executed the instru t. WITNESS m} ha d (ficial seal. r ° VII J. GOL' � `0 COMM. #1109370 _ I0RR .o®ter NOTARY BUTTECOUNTYOR\2A o V uP My Comm. Expires Sept. 20, 2000 Signature Seal: 047-250-190 VOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - 1•; :::itrM... n i:EinF1tr�Tl r11` Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners -must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original 'and copy. They will keep the original and- return the copy to you. Justbring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES:' "'56.00-`lst.•Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER ORDER NO. 2-64774BG LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL A• PARCEL 2, AS SHOWN ON THAT CERTAINBUTTE, STATE OFAP, FILECALIFORNIA, IN THE ICE O OF THE RECORDER OF THE COUNT OF DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND.32. RESERVING THEREFROM 'A COMMON DRIVEWAY EASEMENT, AS SHOWN ON SAID MAP. AP #047-250-190 PARCEL B• A COMMON DRIVEWAY EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL A, DESCRIBED HEREIN. PARCEL C• A 10 FOOT SEWAGE TRANSPORT EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. PARCEL D• A 100 BY 200 FOOT EASEMENT FOR ACCESS, CONSTRUCTION, MAINTENANCE AND REPAIR OF INDIVIDUAL DRAINFIELDS, SHOWN AS EASEMENT A OVER PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGES) 30, 31 AND 32. EXCEPTING THEREFROM EASEMENTS E-1 THROUGH E-3 AND E -1R THROUGH E - 3R. CONTINUED ORDER NO. 2-64774BG .LEGAL DESCRIPTION - CONTINUED PARCEL E: AN EASEMENT FOR REPLACEMENT DRAINFIELDS OVER EASEMENT E -2R, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30', 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. PARCEL F• AN EASEMENT FOR DRAINFIELDS OVER EASEMENT E-2, AS SHOWN IN EASEMENT A OVER PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 30, 1996, IN BOOK 141 OF MAPS, AT PAGE(S) 30, 31 AND 32. END OF LEGAL APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION June 11, 1999 Steve Sicke Construction 31 Gardenia Lane Chico, CA 95928 We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on the underslab soil obtained from the proposed building pad at 4100 Keefer Road in Chico, CA. The soils used in constructing the pads are very uniform in soil type. It is our judgement that the sample obtained for testing is representative of the worst case for expansive soils on this Lot. The soil described above was sampled for expansion index testing. The test result was an EI = 11. The UBC classifies this soil as having a "Very Low" potential for expansion. The Butte County Building Department requires no recommendations for mitigating the effects of soil expansion if the EI is less than 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. 3080 Thorntree Drive, Ste: 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Client: Steve Sicke Project: Howard Residence Contact: Steve Sicke Soil description: Brown Clayey Silt Sample location: Jobsite Sample taken by: M. Haydon, ATC Depth of sample: 21 Moisture determination Gross wet wt: 387.2 Gross dry wt: 355.6 Pan wt: 90.9 Net dry wt: 264.7 Moisture Loss: 31.6 Moisture content: Density determination Wt of soil & ring: 573.0 Tare of ring: 200.1 Net compacted soil wt: 372.9 Dry Density, pcf: 101.0 Saturation determination Volume of solids: 0.599 Volume of water: 0.193 Volume of air: 0.208 De4vee of saturation: 48.2% Gross final wet wt: 411.1 Gross final dry wt: 327.9 Final moisture loss: 83.2 Final net dry wt: 237 Final moisture content: 1 35.1% This test was performed per ASTM Reviewed by: 6/11/99 Star 1 1 1 2 Fina Date: 10 -Jun -99 Tech: B. Carter Time I Reading Expansion Index: 11 3080 Thorntree Drive, Ste. 35 • Chico, CA. 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 c / DONALD A. GAIRDN EER, A R C H I T E C T S I N. C Notice to All Blueprinters: May 29, 1998 Customer Information: duane Howard 36 Cloudcrest Aliso Viejo, CA 92656 949-831-2212 Plan Number: 266 This original letter, stamped in red, proves that the customer listed above has purchased the right to print twelve (12) sets of blueprints using the attached sepias. Permission is hereby granted to the Blueprinter to produce a maximum of twelve (12) sets for the customer named above, provided that the plan number above matches the one on the plan, the customer provides proof of identification and the Blueprinter is allowed to retain this original letter to return to Donald A. Gardner Architects, Inc. Any other use of these sepias may be a violation of the copyright act and may result in prosecution and fines of up to $100,000 per violation. The use of these sepias is monitored and compliance enforced. In order to build this home again or to copy more than twelve (12) sets, a re -use fee must be paid by the customer to Donald A. Gardner Architects, Inc. For more information about the re -use fee or to ask any questions, please contact our customer service department at 1-800-388-7580. Blueprinter: Please complete all of the information below, and mail to: Donald A. Gardner Architects, Inc. Attn: Accounts Payable PO Box 26178 Greenville, SC 29616 Upon receipt of this ORIGINAL letter, the blueprinter will be paid $10.00. Blueprint Company Name: Address City State Zip Phone Attn: Date copies were made Total # of sets printed P.O. BOX 26178 GREENVILLE, SC 29616 (864) 288-7580 FAX (864) 288-0265 http://www.dongardner.com Thank you for your help and cooperation. 21,6g6 (Appliox z A _p& 250' 21, 696 50 -FT. (aPP2Ox . -1. AUE c 1. . r•..iS .. i r .. ! x-10' C tnf"j' S lA& F02 DOGRuN O UTA UT4 la -.......... ....... _...�._.__.._.. _...... -- fan bddV � N3WAYOC )NfGIIN j .i ►ann7 h.iniin � NOBoa 6" 9vis,(; ��idH+�sno s� s 4d H� dln�s S3�nl�n�- •�,. Ida 3S a Ud3H 3Hr , Das Q,.1tl V408:1` Q� S���Hb3n 36-x- yyOjj 1HS .ntl -4o IA\ S3bn c!lan� S1�3'N35d� !(1�� did, ���p ��� •�o��,S pau���}� aad uoo Uli. pa^oadd� (�I SUOWp M p panoidda ❑ �,bls3be3 lo sd3a�.ina 0 '00 •1•� 9b9 IZ !S09 9b9'1z ■ DESIGNED BY : ZJS Engineering Services Inc. 350 S. MILLIKEN AVE., SUITE A ONTARIO, CA 91761 PHONE: (909) 974-4150 FAX FOR : (909) 974-4153 MD Enterprises, Inc. 1720 E. LOCUST STREET ONTARIO, CA 91761 PHONE: (909) 947 -BARN © (Copyright) 1999 PROJECT : DUANE & KAY HOWARD LOCATION :ALISO VIEJO, CA DESCRIPTION :12' RCA BREEZEWAY TYPE OF OCCUPANCY : TYPE OF CONSTRUCTION FLOOR AREA: U-1 V -N, ONE STORY, APPR 1496 FT GENERAL NOTES : THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS: 1. ALL WORK SHALL CONFORV TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. A.I.S.C. AND/OR THE LOCAL BUILDING CODE 2. DESIGN SOIL BEARING PRESSURE VALUE IS 1000PSF FOR DEAD LCAD PLUS LIVE LOAD. FOUNDATION DETAILS SHOWN ARE BASED ON MINIMUM CODE REQUIREMENTS. FOUNDATION IS SUBJECT TO APPROVAL BY LOCAL ENFORCEMENT AGENCY DUE TO SPECIAL SOIL AND/OR SITE CONDITIONS PRESENT. 3. ALL DIMENSION ARE TO THE CENTER LINE OF COLUMNS/WALLS. ALL FOOTINGS SHALL REST 1,2 IN. MIN. BELOW NATURAL GRADE AND FINISHED GRADE, WHICHEVER IS LOWER. ALL FOOTINGS SHALL REST ON FIRM, UNDISTURBED SOIL.WHERE FROST UNE DEPTH MAY PRESENT A PROBLEM. OWNER SHALL CONSULT WITH LOCAL BUILDING DEPARTMENT FOR RECOMMENDATIONS AS TO REQUIRED DEPTH OF FOOTING. 4. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 2500 PSI ® 28 DAYS USING AT LEAST 5 SACKS OF CEMENT PER YARD AND NO MORE THAN 7 1/2 GALLONS OF WATER PER SACK OF CEMENT. 5. ALL WELDING SHALL BE DONE 6Y CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST A.W.S. SPECIFI:ATIONS. CONTINUOUS INSPECTION WILL NOT BE REQUIRED SINCE WELDS Wp.L BE LESS THAN 5/16" SINGLE -PASS FILLET WELDS. (SEC. 1701.5 OF U.B.C. 1994 ).NO FIELD WELDING. 6. ALL STRUCTURAL STEEL MEMBERS SHALL BE GALVANIZED. UNLESS NOTED OTHERWISE ON PLAN. 7. ALL SELF -DRILLING SCREWS SHALL BE "TEKS' AS MANUFACTURED BY BUILDEX. OR EQUIVALENT. B. NO STRUCTURAL MEM9ER SHALL BE CUT FOR PIPES, DUCTS. ETC., UNLESS SPECIFICALLY DETAILED. 9. MATERIALS : ASTM DESIG.: MINIMUM YIELD (U.N. ): COLD FORMED LIGHT GAGE SHADES A570 Fy = 55. KSI ROOF AND WALL SHEETING A446,A792 Fy - 50,80 KSI STRUCTURAL STEEL PLA -'E A572 OR A36 Fy = 50. KSI ROLLED MILL SHAPES A36 Fy = 36. KSI BRACING A36 Fy a 36. KSI MACHINE BOLTS A307 Fy = 36. KSI MATERIAL OF EQUAL. OR EEi7ER GRADE, MAY BE SUBSTITUTED FOR MATERIALS SHOWN. 10. THE CONTRACTOR SHALL VZRIP'Y ALL CONDITIONS AT THE JOB SITE AS SHOWN ON THE DRAWINGS. SHOULD CONILNTIONS EXIST WHICH ARE CONTRARY TO THOSE ON THE PLANS. NOTIFY THE ENGINEER EEFORE PROCEEDING WITH THE WORK. 11. IF EXPANSIVE SOILS RE ENCOUNTERED ON THE JOB SITE THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATLY SPECIAL NOTE : THESE PLANS GOOD FOR ONE TIME USE ONLY THESE PLANS AND SPECIFICATIONS HAVE BEEN PROVIDED FOR TEMPORARY USE BY : DUANE k KAY HOWARD, AUSO VIEJO, CA 92656 AND ARE TO BE USED FOR OBTAINING A BUILDING PERMIT ONLY WHEN THE MATERIALS USED TO BUILD THIS STRUCTURE AT THE LOCATION SHOWN ABOVE ARE PURCHASED FROM MD ENTERPRISES, INC. PER CONTRACT #10143-9, 1-27-1999 TRANSFERS TO THE CUSTOMER LISTED ABOVE UNDER ANY CIRCUMSTANCES AND THIS ENGINEERING PACKAGE AND PLANS ALWAYS REMAIN THE PROPERTY OF MO ENTERPRISES, INC. IF AN ATTEMPT IS MADE TO USE THESE PLANS FOR ANY REASON OTHER THAN SPECIFIED ABOVE. THESE PLANS WILL BE VOID AND THE ENGINEERING STAMP AND SIGNATURE WILL BE WITHDRAWN. FURTHER, MD ENTERPRISES, INC. WILL SEEK PUNITIVE DAMAGES EOUAL TO THE THEN CURRENT RETAIL INSTAL- LED PRICE OF PRODUCT ATTEMPTED TO BE PERMITTED BY THE UNAUTHORIZED USE OF THESE PLANS, AS WELL AS, POSSIBLE CRIMINAL CHARGES, WHEN APPLICABLE, FROM THE PERSON OR AGENCY KNOWINGLY ALLOWING ANY OF THE ABOVE MENTIONED STIPULATIONS TO BE OMITTED. THE INTENT OF MD ENTERPRISES, INC. AND ZJS ENGINEERING SERVICES IS TO PROSECUTE TO THE FULLEST EXTENT OF THE LAW ANY FRAUDULENT USE OF THESE PLANS. LOADING INFORMATION 14' HIGH DEAD LOAD : 2.5 PSF LIVE LOAD 20 PSF SNOW LOAD 0 PSF WIND LOAD 80 MPH EXP. C SEISMIC ZONE: 4 TABLE OF CONTENT C-1 COVER SHEET S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 DETAILS S-4 SECTION/ELEVATIONS C m V O C C` Ql cc a R W _ ca Via$ N cc a O 3< _ W ui m d N W� S Or N W o a � 0 c CU aaaa wrz wa s. n 1-27-1999 o. .. QOM a« .cut NONE 10143-9 C-1 t OF 5 SNECTS I o "A Www MWe au9001 Ona"'" ma "0 ,3, B wJ Ow "" O7 -0W.0 JCC/ w W uliWW IW LN Nsa m.o.m Mum won 9aauoa s.0 - wloas� fSlf-IL6 (606)riJ OSIf-IL6 (606) 7NONd 19416 w 'ONNINO V 3LtnS '3AY N3LMIA 'S OSf O U zU NYld NOI1dONnoi TUU a n u P m k O rfi z fn Ci = 6661 (1461 JddoJ) Q 11=11 O �a oa ;� � 0 m 6' '003LA :NOLIMI amwlro•133ats lsrool'3 ozaAVM3733a8 `sesjjdJa;u3 u •auk sa����ag BulieeulBu3 v O -yJ V O z� o N VO OSIV YJ2! .Zl a2NMOW AVA v 3Nvn0 1 ayyaX O' r0 q^ s g S z0SISnroL16 � a c (n•auk QW Sf Z 1 :133rodd ga X y � H f z o 3 $ J z c0 I a Li o_ w Q N F- V) w z 0 J 1 i Ln I 00 N N \ X - 1� N N I to ZN \ \ J&C, I¢ m/ m a/ o LO u co U MI JEDO NU �/N /�Q i � 0 \ Q LCJ bi ILn N 3 �`" r31 I ,il a Q O] \ N \ — / W / co m t II \ a ro p W z IlN � pa m m \ NI I ¢?� d J W z< � S Nwmoo .,t,/c s—x Q d w J W T- C) U U) z 0 Q 0 z D 0 L� ❑a W J a U V) O 1- 0 z Mol z 0 U O U zU 2 7 u n u Joz k rfi z EER aPi 11=11 O �a oa ;� � o m m_ z 3'1n03N3S 'o Y N .L/l S 33S + 6' _ m \ of J �s z K2U v O -yJ V O z� o N ayyaX O' r0 ' W �ULI i m r 1 J ¢ � 0 o raj ¢ O z \ r d Eo O In (O Ci O �� u 0 o d W _ Q��� _ ¢ o m; ¢ W�= 0 O 0 .� S P� ��1SIO32! 7� z �W 3 o z z �� � I Wtos� zjr 0 0 0 1�1— z �ov=uis af 0Ul 0 h z :r� 03 u z ( O J � • ML O a El 3 °1 0 z z ua z 1 r n v1 a n- u o LL. •-• We i J II G3 W i0zgwz Poz%t Pn n't ss 31na3N3s 4 ' + N� \„ � �o .0-•9 u 33n03N3S ONLL00! 33S 335 y� Z/t S J z c0 I a Li o_ w Q N F- V) w z 0 J 1 i Ln I 00 N N \ X - 1� N N I to ZN \ \ J&C, I¢ m/ m a/ o LO u co U MI JEDO NU �/N /�Q i � 0 \ Q LCJ bi ILn N 3 �`" r31 I ,il a Q O] \ N \ — / W / co m t II \ a ro p W z IlN � pa m m \ NI I ¢?� d J W z< � S Nwmoo .,t,/c s—x Q d w J W T- C) U U) z 0 Q 0 z D 0 L� ❑a W J a U V) O 1- 0 z Mol z 0 U O U zU 2 7 u n u Joz k rfi z 3<03 aPi w m 0 z 0 3<03 mo 11=11 O �a oa ;� � o _ 6' Zo O z K2U ayyaX O' r0 ' W �ULI i m r 1 J ¢ � 0 o raj ¢ O z d Eo 0 �� W�= z �W dui • 4 � �� � I Wtos� zjr 1�1— z �ov=uis Q u z F O / o Q z z ua z 1 r o LL. oho II G3 W i0zgwz s= u 33n03N3S ONLL00! 33S N y� Z/t S a d W N I �N F�� � IIF�I w m 0 z 0 11=11 _m_ z III —� o . dU r 4 PROJECT: 'IV MD Enterprises, Inc. o N a DUANE & KAY HOWARD ZJS Engineering p , + 1, . 9 12' RCA BREEZEWAY 1720 E. LOCUST STREET, TNTARM. G 91761 C —A Services Inc. _ �, POE. E9097 947 -RAIN U' I o = — a LOCATION: AUSO VIEJO, U = N o T1. 1 = © (Copyright) 1999 O ! TITLE: 350 S. UIIIMEN AVE. SUITE A 4 ROOF PLAN/DETAILS ONTAPoO, G 91761 . WE00RM - 1115 00c 00 M0 M N0IE11TCN mvwm MIDI y PHONE: (909) 971-1130 EAx:(909) 971-1133 ATS OQ PROEM a M: ASM 1u7ortn W~" oM gE 1qi plT w TW pS mu I70 /0L z S q N M RMS 01 MY 1g Y _a � 51 A D 36'-5 3/4" c/c Q COLUMN O - m Z B12'-3 3/8" 11'-11" 12'-3 3 8" / p 2'-0 4,0'�, N -31> MAX. H @20 p� I OD 2•O MAX. OH. Xm NOm�m GA({iLE EN GABLE TEND ABLE END : o \ D O 1 � I I I X2 PV i I I I I L4 CSN 14 GA. v 6 % I N if I I I w I � CD pow TR[Iqq 1 1 POp 1� m m m I S-3 I u' l a S- I rn I A N j O #� C) X I I S-4 u D a z00 cern 1 1 O r W I I I I 0 �� N I I I CU I I \� Co Z > GABLE END GABLE END . ABLE END I F- KI,y�� ?. a 9q N I I I I�; _ I N ' Z ' W I 0 I m CA W 00 \� GABLE END I m GABLE END GABLE END Cn I =o 0o m � RA N yO r y D - - - - - - - - N x O DC7 p O M ? " Z � r z �o 2 mi ZO --- � N Ea�*T'•7�� T J D - :0 �O STI m v �m ' 09 x ij 01 .. = mz 001 r m� O W R � O N m 2 N c� AIS 00 VSO E O r" Z =V1 �C �' p� \��y1? 2� xN i$ M D r � �P 9 =� Go NFA CI N a ° n \ r— Z 0 4 £ D .4 o' CCi$' Am In O Z m nn AASH, S, CNn O Z r -IJ I ^m a m daNr-I oy� [ In sa F F J $g F ri np (f 2 zj C7 'z ° 6NAC � Nn�v 7c � H Ln Z r OD z0Z y}?D NO F a O \ Z `+ ���8 � •�g��4'�1'y boa.. [ O°V 6. Al•1 =�H OAa m 77a p>t� O OaN O f71 $?TSOy'xN SZ VOD 8�zo?7� y CCS M —' �� `oo r g€Nr F TFR�o �REGISon yayS o �o �3 n r"\� N °' 1 �a w DD (n D O N o 4 `N iP fix r7 yyovo Nm> o o Cn pdni3 zn 00 0�^` =O� Ln �a = O Ln O B �'c y( U��3 O C:'j o N z o v z �' 0 0 Z li z. M �" z * 833N�� \O 4 PROJECT: 'IV MD Enterprises, Inc. o N a DUANE & KAY HOWARD ZJS Engineering p , + 1, . 9 12' RCA BREEZEWAY 1720 E. LOCUST STREET, TNTARM. G 91761 C —A Services Inc. _ �, POE. E9097 947 -RAIN U' I o = — a LOCATION: AUSO VIEJO, U = N o T1. 1 = © (Copyright) 1999 O ! TITLE: 350 S. UIIIMEN AVE. SUITE A 4 ROOF PLAN/DETAILS ONTAPoO, G 91761 . WE00RM - 1115 00c 00 M0 M N0IE11TCN mvwm MIDI y PHONE: (909) 971-1130 EAx:(909) 971-1133 ATS OQ PROEM a M: ASM 1u7ortn W~" oM gE 1qi plT w TW pS mu I70 /0L z S q N M RMS 01 MY 1g Y cp C 4` V C C a N R W up Sz N CO o O 0 2 f�1 >Q W Y CO L� CAVO W (n w 5 •J ZA o Q O NLLI H v o a � F wsu nu art 1-27-1999 oR•.a en dam e+OM srA� AS NOTED 10143-9 S-3 4 OF 5 SHEETS 12'-1" 12•-t" E0. E0. E0. EO. EO. f0. NC-- ALL TRUSS WELDS TO BE � 1/8" MIN. FILLET WELDS OR FULL- FEED PEN BUTT WEIRS ./BACK-UP PCS. CL. SM. ABOUT DOOR I 1 3/8• IRILL 2x1 -}/{x14 GA-® 12 TYPICAL WORK. TYP. - BACK- RACK" CACWN I O TOP CHORD 2 12 th r 2 VZ 2,1 3/4.14 CA O TOP v'/B CHORD. TYP. \ / 0 �i'L. / 20 -3/4x14 FA -i1+i .r 241 3 4.14 GA 1 '0 0 _ 1 IYP. TRUSSVERTICAL / 151-3/4x1! G. - PL/ 2j2j(( X�1)t)3 16" _g• BOTTOG CHORD _ TO CANNCOWYN Co. E0. 6'-0 1/2- (VERIFY) I 2 TYP. „ _ 8•-0.0 BFT. PANEL I M. • HWERE OCCURS I/g 15 lMED ROLL -CORNED TRACK -SECTION. TYPICX t/e DIVIDER / WALKWAY TRUSS H062 2 12 FT. BREEZEWAY TRUSS H066 3 FRONT WALL PANELH002 4 TYPICAL WALL PANEL H003 SUALE: NONE NONE SCALL' NONE SGVE: NONE g. -O. E0. E0. 'TRACK' SECTION OR 14 GA. GLV. - 2' CHANNEL O PERIMETER. TY'P, 1 J/4'x2'xls W STEEL 'TRACK" 28 PREPAINTED SECTION, M. SEE® Ck _ 41, �V. STEEL 'RtACK' SFN TYP. SEE 14 GA GALV. 3/4' 48/24 C -C INT. SHEETING EXTERIOR 26 G. GALV. ��ll STrEEL TRACK" PLYWOOD SHEETING (JET ./EXT. SECTION TYPIC/LL CLUE. TYPICAL W COATED). T. 1D _ C 1/2'.1/2'x18 CA _ CLOSURE PIECE 0 TYP. (TACK WELD) I 1/g TYP. 11 ROLL -FOR D SECTION, SEE ���JJ! 3/4' 49/24 C -C WT. 26 G. GALV. PLYWOOD w/EXT. 3/4' 48/24 C -C INT, PlYWDOD 1 3/8' Jd GALV. $HEETNC (JET CLUE. TYPICAL ./EXT. CLUE IYPIGV. STEEL TUBING COATED)., INTERIOR TYP. GRILLWORK 1/6 ryp. 58 FT. WALL PANEL H004 8 DETAIL H008 10 3/4" WALL DETAIL H010 3/4" WALL: H011 16 TYP. DIVIDER PANEL H016 $Gn- NONE 'LLE: NONE NONE SCALE: NONE DIVWALLER OR END O WALL PANEL TYP. FEATURINO ' 3/4- ZINCALUME 'TRACK" SECTION. TYp. ( 2.1 1/2.14 GA. h= 2 ' 2 MINI -VA -BEAM :nceh offer lupin to four dine eoe ce Ofe L O OALV. CONNECTOR O PM.-IER OF WALLCOLUMN. MP. o..L_ ASC of stondanl gal-14ed coatings. PACIFIC INC. O q Full 32• coverage Deep-ribbed pmGle with cle—, attractive C. .Do—one.. 1C /4' 'TESCREWS O ' PUC5 O STEEL E WELDED TO 14 GA 14 GA. longe dim..... eeanomy in spanning MINI -V -BEAM SECTION PROPERTIES O Adoptable to almost any /coming sptem. Wt. Sr ,- S- - 0 Custom lengths available, Gauge (Ib./ft') (in'/ft) ('m'/ft) (in'/It) INTERIOR OF CONN. 0 Complementry trim and accessories. COL UMN. i 0 Finished color—;,ob,e on e;the, side. _ 26 .96 .0965 .0715 .093 .0723 ❑ 76 de E high MM in 9 BREEZEWAY OR ^l'naRe ItttoGn Uans: gauge w even e q op an REAR WALL C 2.1/2x1E GA GALV• STEEL 0 Zineal PANEL. TY -CAL _ CLOSURE PIECE w/ 1/4- 1/2" {d AZIBANK" NUT / 1 Y 1 2' 2-1/2" ❑SMP; coaling system wt;ng Polyester INSERT O 3 LOCATION ❑ point system 0 26-18 gouge panels ovailable with: PER WALL PANEL TIP. WEIR NUT TO INTERIOR OF 0 PVF•paint eyit— COLUMN. ❑ En�duroc�ad^ocrting system v+Twr nw..1 18 DETAIL H018 g DETAIL H019 22 TYPICAL "ZEE" PURLIN H061 21 TYPICAL 26 GA. ROOF DECKING H060 S' NONE GIE: NONE SSE' NONE SCALE, NONE [ 2'.1-3/4•.14 CA TTe. AT 3/: WALLS (SHOWN) NOTE: ATTACH BUILT-UP TRUSS TO CONN. COLUMN O EACH END ./ 4-1/4" E 'TEK' SCREWS. TYPICAL 2x1 -3/4x14 GA CONNECTOR COLUMN 1 2•.1_1/2'.14 CA ED. ED. ED. - O TOP CHORD ' N0. TYPICAL CLOSURE PIECE 2"x I 3/4"x 14 GA ' 2'.1/2.16 GA. NEL TYPICAL 1/i -TEK' SCREWS + o° STEELS WELDED TO I/gam wOI STEEL a CONNECTOR 2'. 1 3/4"x 14 GA I/g Tom. �j ti ( I 8 Q�OFESS10 O BO LUMN I m p5 F 2.1-3L{�x14 G0./'\;� VERT. irV. �./ co 54869 m �:AL „ LT /4'x 14 GA 6•-0 1/2' 2•x I ] // AT NUT AT aNFROR 12'-1' O -T -O T AUL 2 6 �V�M 01 rALL lYP1GK ITYP. 2.1-3/4.14 GA BOTTOM IS'1'Px'.E ATOLL MlC'LCO IATe COWYN CHORD Cl " 1 \' l• V FOF CAL\FO� 20 1 CONNECTOR COLUMN 23 DETAIL % DETAIL H056NE CVL: NONE $GLEH06 NONE $ cp C 4` V C C a N R W up Sz N CO o O 0 2 f�1 >Q W Y CO L� CAVO W (n w 5 •J ZA o Q O NLLI H v o a � F wsu nu art 1-27-1999 oR•.a en dam e+OM srA� AS NOTED 10143-9 S-3 4 OF 5 SHEETS STEEL ROOF DECKING. SE 2(� BREEZEWAY TYP. SEE ©I E1CiERRR� s��,,cc,--,�� PANEL I FOR TMP. OPTION CONNE GOLUM s-� CONNECTOR COLUMN OMOCR WALL 12'-3 3/8- 8'-2 5/8" 8'-2 5/8- 12'-3 3/8 CHANNEL TO BE PAN TYP, CONT. FULL HT., TYP. SEE s-� ELEVATION ROOFING. TYP. 1 BREEZEWAY t-� s - 0 1 SEE FOUNDATION PLAN NP SHEET S-1 A HALF CROSS SECTION SU=E:: NONE N ROOFING. TYP. TYPICAL ©I E1CiERRR� s��,,cc,--,�� PANEL I FOR TMP. OPTION CONNE GOLUM s-� 12'-3 3/8- 8'-2 5/8" 8'-2 5/8- 12'-3 3/8 41'-D NEAR SIDE ELEVATION ROOFING. TYP. 1 0 1 NP BREEZEWAY I EXTERIOR 11'-11, 2'-} 3 B'SIDING. TYPICAL B I LEFT ENDWALL ELEV. {s� m�Y ZN 54869 6/3 c „ d� I? ba i a a m L q m ` nEll .0., u jxi W Oil Q R x r` C c c Q) (A H R W v • lid N C* o g O O 2 r N CID Z O w � 5 O N O ` p � J U O W a M'60:0 {NTT GS R 1-27-1999 wv. en ou xcm a: swe AS NOTED +oe xn 10143-9 J T 5 OF 5 SHCEfS -21,6q 6 S0 -F-i - (APPRO'k Ac -RS) 61AT C- KAj H i,�4/1 2150' 211696 50 -FT, (APPIZO'< - I AC 2Fz 1lgr _ - n � � �.��e .- kh g Date ALL T 77 A T r- �10' GATE T,f-- io 5'SLA& FOV - Dor, RUW � UT I U T4 I, � I ............ . ...... DESIGNED BY : ZJS Engineering Services Inc. 350 S. MILLIKEN AVE., SUITE A ONTARIO, CA 91761 PHONE: (909) 974-4150 FAX FOR : (909) 974-4153 NID Enterprises, Inc. 1720 E. LOCUST STREET ONTARIO, CA 91761 PHONE: (909) 947—BARN © (Copyright) 1999 PROJECT : DUANE & KAY HOWARD LOCATION :ALISO VIEJO, CA .DESCRIPTION :12' RCA BREEZEWAY_'. TYPE OF OCCUPANCY : TYPE OF CONSTRUCTION FLOOR AREA: GENERAL NOTES THESE NOTES SHALL APPLY UN --';S SHOWN OTHERWISE ON PIANS: 1. ALL WORK SHALL CONFORV TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE, A.I. S.C. AND/OR THE LOLL 3UI'_DINC CODE 2. DESIGN SOIL BEARING PRESSUR_ VALUE IS 1000PSF FOR DEAD LOAD PLUS LIVE LOAD. FOUNDATION DETAILS SHOWN ARE BASED ON MINIMUM CODE REQUIREMENTS. FOUNDATION IS SUBJECT TO APPROVAL BY LOCAL ENFORCEMENT AGENCY DUE TO SPECIAL SOIL AND/OR SITE CONDITIONS PRESENT. 3. ALL DIMENSION ARE TO THE CENTER UNE OF COLUMNS/WALLS. ALL FOOTINGS SHALL RES? 12 IN. MIN. BELOW NATURAL GRADE AND FINISHED GRADE, WHICHEVER IS LOWS . ALL FOOTINGS SHALL REST ON FIRM. UNDISTURBED SOIL.WHERE FROST LINE DE=iH MAY PRESENT A PROBLEM, OWNER SHALL CONSULT WITH LOCAL BUILDING D_PARTpt_NT FOR RECOMMENDATIONS AS TO REQUIRED DEPTH OF FOOTING. 4. CONCRETE SHALL HAVE A V!NIMUM STRENGTH OF 2500 PSI 0 28 DAYS USING AT LEAST 5 SACKS OF CEV.._NT PER YARD AND NO MORE THAN 7 1/2 GALLONS OF WATER PER SACK OF Cl:ht_NT, 5. ALL WELDING SHALL BE DO\E oY CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST A.W.S. SPEC'FICATIONS. CONTINUOUS INSPECTION WILL NOT BE REQUIRED SINCE WELDSwLL RE LESS THAN 5/16" SINGLE -PASS FILLET WELDS. (SEC. 1701.5 0. U.B.C. 1994 ).NO FIELD WELDING. 6. ALL STRUCTURAL STEEL WEVEERS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE ON PLAN. 7. ALL SELF -DRILLING SCREWS S:: L BE "TEKS' AS MANUFACTURED BY BUILDER, OR EQUIVALENT. 8. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS. ETC., UNLESS SPECIFICALLY DETAILED. 9. MATERIALS : ASTM DESIC.: MINIMUM YIELD (U.N. ): COLD FORMED LIGHT CAGE S::APES A570 Fy = 55. KSI ROOF AND WALL SHEETING A446,A792 Fy = 50,80 KSI STRUCTURAL STEEL PLATE A572 OR A36 Fy = 50. KSI ROLLED MILL SHAPES A36 Fy = 36. KSI BRACING A36 Fy - 36. KSI MACHINE BOLTS #307 Fy = 36. KSI MATERIAL OF EQUAL. OR cTiER GRADE, MAY BE SUBSTITUTED FOR MATERIALS SHOWN. 10. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOB SITE AS SHOWN ON THE DRAWINGS. SHOULD COND�ONS EXIST WHICH ARE CONTRARY TO THOSE ON THE PLANS, NOTIFY THE ENGINEER =_FORE PROCEEDING WITH THE WORK. 11. IF EXPANSIVE SOILS AR. ENCOUNTERED ON THE JOB SITE THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATLY SPECIAL NOTE : THESE PLANS GOOD FOR ONE TIME USE ONLY THESE PLANS AND SPECIFICATIONS HAVE BEEN PROVIDED FOR TEMPORARY USE BY : DUANE do KAY HOWARD, AUSO VIEJO, CA 92656 AND ARE TO BE USED ;'OR OEiAINING A BUILDING PERMIT ONLY WHEN THE MATERIALS USED TO BUILD THIS STRUCTURE AT THE LOCATION SHOWN ABOVE ARE PURCiiASED FROM MD ENTERPRISES, INC. PER CONTRACT #10143-9, 1-27-1999 TRANSFERS TO THE CUSTOMER LISTED ABOVE UNDER ANY CIRCUMSTANCES AND THIS ENGINEERING PACKAGE AND PLANS ALWAYS REMAIN THE PROPERTY OF MD ENTERPRISES, INC. IF AN ATTEMPT IS MADE TO USE THESE PLANS FOR ANY REASON OTHER THAN SPECIFIED ABOVE, THESE PLANS WILL BE VOID AND THE ENGINEERING STAMP AND SIGNATURE WILL BE: WITHDRAWN. FURTHER, MD ENTERPRISES, INC. WILL SEEK PUNITIVE DAMAGES EQUAL TO THE THEN CURRENT RETAIL INSTAL- LED PRICE OF PRODUCT ATTEMPTED TO BE PERMITTED BY THE UNAUTHORIZED USE OF THESE PLANS, AS WELL AS, POSSIBLE CRIMINAL CHARGES, WHEN APPLICABLE. FROM THE PERSON OR AGENCY KNOWINGLY ALLOWING ANY OF THE ABOVE MENTIONED STIPULATIONS TO BE OMITTED. THE INTENT OF MD ENTERPRISES, INC. AND ZJS ENGINEERING SERVICES IS TO PROSECUTE TO THE FULLEST EXTENT OF THE LAW ANY FRAUDULENT USE OF THESE PLANS. LOADING INFORMATION U-1 V—N, ONE STORY, APPR. 14' HIGH DEAD LOAD 2.5 PSF 1496 FT 2 LIVE LOAD 20 PSF SNOW LOAD 0 PSF WIND LOAD 80 MPH EXP. C SEISMIC ZONE: 4 TABLE OF CONTENT C-1 COVER SHEET S-.1 FOUNDATION PLAN S-2 ROOF FRA `IN'IC PLAN S-3 DETAILS S-4 SECTION/ELEVATIONS FESSIONq 54869 P.6/30/2000 JUL 2 6 1 CIVIL Op CAUF� ce C T IID ci CD C C Im cer C V_ 7 W_ ww � ? 0 3a; = W W �6 _ m d 1n W 5 7d.W O z U u F O qX 6 3 C �msiva an ac n .r�ru I_27-1999 om ' NONE 10143-9 C-1 1 O� r SNEE75 4 S 1/2' n� ^ np mO ;* O�� o - IIWII D - O z o z A D 0 36'-5 3/4" c/c ©.COLUMN a �II N B C I_ N� m 12'-3 3/8" 11'-11" 12'-3 3/8" g nz Z m s 1/2•' r D I % N SEE (oonNG SCHEDULE f— I z AQz \ 0 = 5 1/2' Nei I W W < Ic �o C — — D. mz z o " �02 z III O z M D m D -- m pmi l D " \ l _ nuo N W D rn on^ N D N o 1 % ' D / zo Ii I 5 1/2' D N z O CD V. CAm co D D -71 Oc F7 f-1 P u' z t N x: N N 5-> Oo x O D 200 Ao nOO 1'I p TJjA J .tom 7zn o%z dOC z r o =O 5i Po$ im to o o DIDi P- zAL �^ +; 0 z m to N D mA m D rn m I SCr o N o$ zg D PROJECT: DUANE & KAY HOWARD US Engineering l u, MD Enterprises, Inc. Ui —• 12' RCA BREEZEWAY E. `°"_'STREET. Da -AM. U 91761 z Services Inc. P/Ct[- (909)947-RAQN o 4 LOCnON: ALSO VIEGO. C 1 . = ,1 © (Copyright) 1999 O mC4 nnE: 350 S. UILEINEN AVE. SUITE A FOUNDATION PIAN ON7040. CA 91781 ` m.00rm - THS DO0Ar00 UO tK ffvw 11 mm o Iom1 ON D( LIM IM a1 N81.U07 OF VC MM MYrD m1 W NO y PHONE' (909) 971-1130 fAx:(909) 971-1153 DIT w DC Wma NO.10LQ4 Pa N M kw DI MY NE rc Om NUu C 1 acc D -U o . D SCHEDULE r o Z� ao 0 li O 11�N o Z s �)IN.-I z m O .Z) * REcisrFR�o O O 2 O I yayS M00 o� o r A o D C a 0 o n Y- a1 (n O n r- N r -� ^ m N z m ]� C7< w (.+ (D I-�� N 02 W N yy C -� o ~ 1C) -. 1 J"; •� SO ^_ O = r r m SEE 5 1/2• 0 Z ? o U1 z D Do SCHEDULE z 0. �. O m - -0-0* 833N o N o$ zg D PROJECT: DUANE & KAY HOWARD US Engineering l u, MD Enterprises, Inc. Ui —• 12' RCA BREEZEWAY E. `°"_'STREET. Da -AM. U 91761 z Services Inc. P/Ct[- (909)947-RAQN o 4 LOCnON: ALSO VIEGO. C 1 . = ,1 © (Copyright) 1999 O mC4 nnE: 350 S. UILEINEN AVE. SUITE A FOUNDATION PIAN ON7040. CA 91781 ` m.00rm - THS DO0Ar00 UO tK ffvw 11 mm o Iom1 ON D( LIM IM a1 N81.U07 OF VC MM MYrD m1 W NO y PHONE' (909) 971-1130 fAx:(909) 971-1153 DIT w DC Wma NO.10LQ4 Pa N M kw DI MY NE rc 2 A PROJEM a DUANE k KAY HOWARD ZJS Engineering a 11.Ir, MD Enterprises, Inc. + 0 12' RCA BREEZEWAY Inc. Services ^I720 E. LOCUST STREET, 47 -BAR G 91761 " I p i N p EOfAl10N: ALI50 VIEJO, CA v PHONE- (909) 917 -mer+ ©(Copyright) 1999 a TITEE: 350 S. YIt1Jl(EN AVE. $NTE A ° ROOF PLAN/DETAILS ONTARIO, u 91761 . fWOOTM - TIA9daNm YO TM MOIWTM OSCO.m MA[L b 9 PHONE: (909) 974-4150 EA%:(909) 974-4153 NlC dt At0VCC1Y 0f M AOX WOM ML CD~ ND CM t[ MD f70 !h 0E 05MM NO AOCHII 9M OI 1M RNS Q Ml An M A� 9A §" A 36'-5 3/4" c/c @ COLUMN D 0 c " D G °�x z ��� 3/8 1-11 12'-3 3/8'. V O ,. 2. -D 2'-.0 " o (n y m MAX. @ D H. ?< N O I Om 1 = O ^v C�C G 0m TEND — ABLE ENDX � o►p"o n 0 Z �A, II -D I o Gk2o Pu/w-70 - I V NCA0 CN @ GA. N J O/CI I � I I W I � Ul 00 1 :� 1- mz�v ®tw o 0 m O p m - S-3 I �' I I I m 1 S- I' A N DC I I S-4 Cn I m-3 S-3 - I Z \ 0 N I Y I W GABLE END Ln f OC \ I \�N Co O Ez z ^ �a; GABLE END ABLE END N r O r Z. o Js I I I I I I -I I, mX I A N z "pq;q W Co ®\ I I O I m W i —GABLE V)N �' /� I m F_1VD I GABLE END I GABLE END rn ;o or ^ --i m �� " o M D mD — — — — — — — - N x I O 0 ; i c t� p CN7 z - 0 Om ? oz mO 1 m < 1 Z �N -n 0; --- W �D O �0 oc � � m �m _ ' p Zy �L °� Pa oy �� IN cp O_� L4 �N �< 2 to O " n N 0 "R8 0 z �^ c� • ^ g O^ 00 r%i R ZO !ml 0 0. " {G+ `P rD aP t "2 q y' o _ € � f � p O = a (� F r 7 y 1 z 0 P Z Fm" O \ n O z Q z A r �m••� QC�� O �v=vI �m m' vv i 911• O41 A1 " 't.z Onyyu yyO e♦r f•1CO F� 10 n nao ° y� r� jig LnLn O W � OF' �CZ"1 -� a O\ Do O p " A -C < p \ _ QQZ l!M ► MCI �1 O• �>1 0 tel" P SN9 °"M =^9ZnZ�♦ t7 An SAO 0112 �Z=07� m�'^ I x CO O L`!" 01 CZ AO r LA r o 4A 04, ® * REGIS FIFO co. - - C— � q g\ 2ZS 2 3 �yay5 C=AStj V O V7 rl O (� r G W w N 0 (n O m °- C� O' No S O� O 4yy f3Ln _ _ c \o 2 A PROJEM a DUANE k KAY HOWARD ZJS Engineering a 11.Ir, MD Enterprises, Inc. + 0 12' RCA BREEZEWAY Inc. Services ^I720 E. LOCUST STREET, 47 -BAR G 91761 " I p i N p EOfAl10N: ALI50 VIEJO, CA v PHONE- (909) 917 -mer+ ©(Copyright) 1999 a TITEE: 350 S. YIt1Jl(EN AVE. $NTE A ° ROOF PLAN/DETAILS ONTARIO, u 91761 . fWOOTM - TIA9daNm YO TM MOIWTM OSCO.m MA[L b 9 PHONE: (909) 974-4150 EA%:(909) 974-4153 NlC dt At0VCC1Y 0f M AOX WOM ML CD~ ND CM t[ MD f70 !h 0E 05MM NO AOCHII 9M OI 1M RNS Q Ml An M N v aW. rA o (� B•-0• O ^� _ N M 00zn TEE 4 F a r1•,"f Fp .S 3'-3 1/2* Y-2 1/2'0.5', - 25L FF-- z Bag a = a�„ _ �T 00 YJ m Ell �C v 8 3 g m� X �o m m r 24pZ r c ♦ H I I p O r p + - Z m o Pia Na i$ g x e i nn C z n yrrp Cn mn ZF r D Ir Pyw� "R _c Cq�� o�r9�7: zN mYz- d �� C o dwf� or a �. =O c z oo z CO \^n A�f� p Z z ' 00 n m ' 2 N —, 00 W cD 4E O m - $ O D ^ ERA: Fina 6mm �' gg r r n< F S O z N 0 z l cn cn w w N O 3 2* (t) - m IL — S O S O N �\ = ED O 0z CO N � mDO ' m a � N _� p o m 1 0 N O m IN "c-• o�f)+ D p � T-4 MIN. MIN. id < ou C Pr D N� s r*1 m r - e• o � o 12 2'_0. f�o7 p CD Is, m n� 3-0 Ni z r Oo n m aOC =y9 Z,y Z IN, m I O (96- �p\ o OR y O• ne> � Cj O V. \ t" O O , ^ O C) v i O m i r z t] _ zoz J 12• MIN. CQ _s o / - 10 V� �' $ �•i y� Z = v W D 87 °� y� 0OOZIN, O o $. rx U r m o \ 0oN I. JU0 - D \ - py\ Z m N a " T V m 0 = V > ZV is 0•I D r ❑ ❑❑❑❑❑ ❑ ❑❑ g.sN cc_p� m p " SO pm\' N .o3o^jSq" a^n p ~� :a =a '2• 2 !C yO 91AN<- ,• e a d °o • Z z Z 5 Y-2 1 3'-2 1 2 9.5 OM 3 n A"-'3 3 t§ 3 �gnF- j�� w "pa i1i� o l=3 a°A$� iO o '3 so 3 3.0 00 _ /o / •• w N P _ n� � Z o G7 In C n D * REGIgr�R may' D IT10 N \n �pld %�� .n D ,J 02 " c 4 " m r ` -77 n r' cn O WDo N N s:o �f � 0 m r \ m� C7 <_ D O0 07 \ v �' :g o c �'p D O S� /a =Oi V y =O =O 2 O 833 p1 1- " 0 n It y .5 3'_2 1 2• 3'_2 1 2• 9.5 o o p PaDJEcr: DUANE $ KAY HOWARD ZJS Engineering , MD Enterprises, Inc. +�^ 12' RCA BREEZEWAY to a z ° T4 Services Inc. �' �` 1729 E. LOCUST STREET, WTMO1 U 91761 1 0 ; I.00AnON: AUSO VIEJO. CA PHONE. 4909) 947-9ACN i W f0 , � � ©(C°PYrlght) 1999 O .0 9 nTIF: 350 S. 111WI(EN AVE. SUITE A DETAILS ONTARIO. CA 9176, WROOfgt - I%I=tN0O ND TK Wf "I" mNlem IICOf 9 PHONE: (909) 974-4150 CA%:(909) 974-4153 N9: IN ITCVUIIT O DC MPC WEI Wi A'e CM H VIC Olt R 9( 0=1101 ND R06'.IS 9M Of 6l III a 9EY IX V.a STEEL ROOF DECKING. SEE 21 l� o 2 2 I BREEZEWAY USS M. SEE DMOER WALL PgTYP. CONINECfDR COLUMN ' CHANNEL TO BE CONI. FULL HT., TYP. SEE s - BREEZEWAY SEE FOUNDATION PIAN SHEET S-1 A HALF CROSS SECTION H020 SCALE: NONE ROOFING. TIP. - A NEAR SIDE ELEVATION ROOFING. TYP. t2 7T— c Q � I 2'-0 1AAx. 12' BREEZEWAY BREEZEWAY DOORS 2 PAIR 12'-3 3/8- n'-11• 12'-3 3/s- EXTERIOR SIDING. TYPICAL 36'-5 3 B LEFT ENDWALL ELEV. M1 NONE I O Q�pFESSIpNq �� OS BORO ` FZ 54869 m E .6/30/2000 L 2 6 195 �q CIVIL rFOr CAL�FO� 0 o x� $m8 Z mo � o W�s Q0 z W u o a y4F� w n J c At�140G tw[ as h 1-27-1999 OM Drum e+ As NOTED 10143-9 7'-D - - - - x--15 IS LA RV - UW 1� UTI U T4 G►' � j DECK MASTER at0 RM. .. !.• BR Kf Si. GREAT RM, d u .• r•. MR. .. �EN ' BED RM. DINING •!' EOYER - 1 PORCH 8ED RM. - • .. Lam_ -� ''�/� ? /� 1 RESIDENTIAL FIRE SPRINKLER �� `'^' • �.E1L Fi�.YJF A.t/D Lc+at1 6, SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 TIiESJu.v6 Guria6-/3w.ry/✓AcK Ila✓ A�L� wErL ..,• PER REQUIREMENTS OF NFPA 13D, 1996 EDITION •2 S�C�L�• fld 1•I��Wi7r'1.� (;A'TE VALVE Oi2�ti/7irS SELL R.vfG Ou.unr'co•Q -Az-L9 yFsr N.F. Boatrn72 &A72' V.44. Vr- /',omf-rg YAt.✓E 7D _Vd,41S'177C S W^P SICKE CONST. HOWARD RESIDENCE 1-5, ./ 15-0 ova 31 GARDENIA LN. - KEEFEP RD. j CHICO CA. 95928 CHICO - CALCULATED FOR 1 HEADS 6/3/99 WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE IN HOLDING TANK 45 DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. 1-1/2'' PIPE = 50 FT. - 1 GATE VALVE = 2 FT. 1 CHECK VALVE = 6 FT. 2 ELBOWS = 18 FT. '3 COUPLINGS = 3 FT. 1 TEES (RUN) = 1 FT. 0 TEES (BRANCH) = 0 FT. TOTALS = 80 FT. X .0057 - 0.46 44.54 DEDUCT HEAD LOSS FOR ELEVATION ( 15 FT. X 0.434 ) - 6.51 38.03 DEDUCT PRESSURE LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE.SECTION ONE EQUIV.FT. --------- 1'' PIPE = 75 FT. 4 ELBOWS = 28 FT. 0 COUPLINGS = 0 FT. 7 TEES (RUN) = 7 FT. 2 TEES (BRANCH) = 10 FT. TOTALS = 120 FT. X ,034 - 4.08 33.95 BRAND OF HEADS = CENTRAL #LF G.P.M. - P.S.I. CONVERSION FORMULA: K FACTOR OF HEADS USED = 3 (G.P.M./ K FACTOR)2 = P.S-I. EQUIVALENT FEET CALCULATED @ 11HEAD 1 HEAD = 14 G.P.M. FLOW { 14 G.P-M. EA.) FRICTION LOSS 'C' FACTOR = 150 MINIMUM PRESSURE REQ'D. FOR SPRINKLER HEAD(S) = 21.78 P.S.I. DOMESTIC LOAD OF 5 G.P.M. 1.5 IN. PIPE = 50 FT. @ 26 G.P.M. [ 5 + 21 ] = 89 P.S.I. TOTAL PRESSURE REQ'D. = 22.67 P.S.I. i PRESSURE AVAILABLE IN SYSTEM = 33.95 P.S.I. RESIDENT IAL FIRE SPRINT'. FR SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 I PER REQUIREMENTS OF NFPA 13D, 1996 EDITION k`u! SICKE CONST. HOWARn RESIDENCE 31 GARDENIA LN. KEEFFP RD. CHICO CA. 95928 CHICO i CALCULATED FOR 2 HEADS 6/3/99 i WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE IN HOLDING TANK 45 DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. 1-1/2'' PIPE = 50 FT. I GATE VALVE - 2 FT. 1 CHECK VALVE = 6 FT. 2 ELBOWS = 18 FT. 3 COUPLINGS = 3 FT. 1 TEES (RUN) = 1 FT. O TEES (BRANCH) = 0 FT. TOTALS = 80 FT. X .012 - 0.96 44.04 DEDUCT HEAD LOSS FOR ELEVATION ( 15 FT. X 0.434 ) - 6.51 37,53 DEDUCT PRESSURE LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. --------- 1'' PIPE - 75 FT. 4 ELBOWS = 28 FT. 0 COUPLINGS = O FT. 7 TEES (RUN) = 7 FT. 2 TEES (BRANCH) = 10 FT. I TOTALS = 120 FT. X .0719 - 8.63 28.90 i BRAND OF HEADS = CENTRAL #LF G.P.M. - P.S.I. CONVERSION FORMULA: K FACTOR OF HEADS USED = 3 (G.P.M./ K FACTOR)2 = P.S.I. EQUIVALENT FEET CALCULATED @ 2 HEAD 2 HEAD = 21 G.P.M. FLOW ( 10.5 G.P.M. EA.) FRICTION LOSS `C' FACTOR = 150 MINIMUM PRESSURE REQ'D. FOR SPRINKLER HEAD(S) = 12.25 P.S.I. I DOf*GESTIC LOAD OF 5 G.P.M. 1.5 IN. PIPE = 50 FT, @ 19 G.P.M. [ 5 + 14 ] _ .5 P.S.I. TOTAL PRESSURE REQ'D. = 12.75 P.S.I. PRESSURE AVAILABLE IN SYSTEM = 28.90 P.S.I. - - - - x--15 IS LA RV - UW 1� UTI U T4 G►' � j DECK MASTER at0 RM. .. !.• BR Kf Si. GREAT RM, d u .• r•. MR. .. �EN ' BED RM. DINING •!' EOYER - 1 PORCH 8ED RM. Z2aV Cc w! rxf 7DQ. z_ cA� it - • .. Lam_ -� ''�/� ? /� 1 TOTAL, LI.V G 15wtq.f 11660 � sLK . FLoAT �� `'^' • �.E1L Fi�.YJF A.t/D Lc+at1 6, TIiESJu.v6 Guria6-/3w.ry/✓AcK Ila✓ A�L� wErL ..,• .SOD bAL �!�oL1�.wc �iawirC •2 S�C�L�• fld 1•I��Wi7r'1.� (;A'TE VALVE Oi2�ti/7irS SELL R.vfG Ou.unr'co•Q -Az-L9 yFsr N.F. Boatrn72 &A72' V.44. Vr- /',omf-rg YAt.✓E 7D _Vd,41S'177C S W^P Cao V,v -r 7.tav 1-5, ./ 15-0 ova tJaME Z2aV Cc w! rxf 7DQ. z_ cA� it v, 1 It- lI%e- N4•T -TUB — ,—. —1 i 4" ol �•+ NOTE, 6EE 67?;Z.1GTt1RAL. D RAWR jC'�d5 i`Of2 .4D D I T I CLIA L+ °> IrvFUfd`1ATIC7N J , �S r R a t c t fi�DurAaP.r� .2�T"iL�c-71JC€ ADDRISS CITY TIT11 PIPING PLAN and DETAILS FOX COMPANY 3995 Olive Highway Oroville, California 95966 (916) 533-2730 Lic. No. 305365 or -Z - • .. Lam_ -� ''�/� ? /� 1 TOTAL, LI.V G 15wtq.f 11660 � sLK . FLoAT �� `'^' • �.E1L Fi�.YJF A.t/D Lc+at1 - ..,• .SOD bAL �!�oL1�.wc �iawirC (;A'TE VALVE •.n a A, nl N.F. Boatrn72 �uMP v, 1 It- lI%e- N4•T -TUB — ,—. —1 i 4" ol �•+ NOTE, 6EE 67?;Z.1GTt1RAL. D RAWR jC'�d5 i`Of2 .4D D I T I CLIA L+ °> IrvFUfd`1ATIC7N J , �S r R a t c t fi�DurAaP.r� .2�T"iL�c-71JC€ ADDRISS CITY TIT11 PIPING PLAN and DETAILS FOX COMPANY 3995 Olive Highway Oroville, California 95966 (916) 533-2730 Lic. No. 305365 or -Z