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HomeMy WebLinkAbout028-090-011�ARNDT,,Donald L. -Rolling -Oaks - Ln Bangor—P7tTemp,Ele Fbr-Well &,,Lot DE V1.4028 -011 00-12960 FrN A NGO ' 420 ROLLING OA �WNERcoW SINGLE FAMILY / | �COMPLETE'BP# 00- 129,6 . ^ | ! ' L� 28-09"11 l22-9 . . - 14 - Ag Exempt�lon Permit..' ^m ml ry.hya;yT{: 0287090-011 01-2967 ARNDT; DONALD 420.ROLONG OAKS; BANGOR CONT: OWNER '. COMPLETE BP#,00-1296 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 County Center Drive Oroville, California 95965 • Telephone (530) 53B-7541 APPLICATION AND PERMIT 01`2`7 PERMIT NO. ASSESSOR PARCEL NUMBER 028-090-011 ZONING - BUILDING PERMIT OWNER DAN" L. ARM TELEPHONE 679-1808 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 420 ROLLING OAKS BANGOR CA 95914 19 CONTRACTOR'S NAME OWNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 2000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 420 ROLLINGEnergy OAKS RANCOR CA 95914 Plan Checking Fee $ $ PERMIT FEE S 65.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFtif 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 Newt' ' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: /;•-a..�..�✓ , .. ,• . <,-1 ..�f sic �,�,� T NEW SINGLE FAMILY DWBLLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE s PERM TO CUM= BP 40 UO -1299 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service . OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 1000A 46.00 TOING NEW CONST. DWELLING OCCUP. CU SO OR ADDNS. ( & ACC. BUDS. 3.50FT. rr-T ,,T 97,50 NoRES DE CONS. MUC,I PSO APPARATus a INGLE ounEr cIR. .00 EX. Occup. OUTLET OR FIXTURES BAL ®'.5o Ex. Occup. pIUT g .) Ep 5.00 pp 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) )9 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 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / Xr .r.,.�`Date ��~.�(i �� _ Signature Applicantf - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 6500 HAZ. p. FEES IMP FLOOD CDF PARPARCELPD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicateda ve for which fees have been paid. By ; l Date 11-202001 PERMIT EXPIRES ON 11-20-2002 I pate) Receipt N WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 01-2967 PERMIT NO. ASSESSOR PARCEL NUMBER 028-090-011 ZONING - BUILDING PERMIT OWNER DANALD L. ARNDT TELEPHONE 679-1808 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 420 ROLLING OAKS BANGOR CA 95914 2,000.00 CONTRACTOR'S NAME �7� 0 W LV TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MPJUNG ADDRESS Total Valuation $ 2,000.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 420 ROLLING OAKS BANGOR CA 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ 65,00 LOT NO. SUBDIVISIONS MIME 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 Newx Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: fJ�c-Z.►.� , , .�� NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 92O.00 PERMIT FEE S PERMIT TO COMPLETE BE � 00-1 �9h ELECTRICAL PERMIT Fling Fee 20.00 vIEss Main Service eo'o..OoRR 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 in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: [,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 I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 with those provisions. - X Date / ��/�(/ _ Signature of Applicant - �[ Owner O Contractor O 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 OCCUP. sG OR ADONS. ( a ACC. BLDS. 3.50Fr. N=R G�Ip * MUL 11 CYTLET 97,50 . aP8 NrLE o ATCIR. OUTLET FIXTURES 20 ° 1.00 Ex. Occup.SAL. @ ,50 Ex. Occup.. ouTitrs R sID °1 w 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 65.00 HAz. D FEES IMP FLOOD COP 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 whic e s have been paid. ByDate 11-20-2001 PERMIT EXPIRES ON 11-20-2002 Dale Receipt No. 3 133 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I s fr 3 ` NCM -71S RESIDENTIAL 028-09-0-011 00-1296 PERMIT NO.. ARNDT,-DONALD 420 ROLLING OAKS, BANGOR CONTR: OWNER NEW SINGLE FAMILY J . r �f I L • --ps Vc�.s �- .I SPECIAL CONDITIONS • ..lA i� SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS `+. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Y _ OFFICE COPY k p t.. , Address G ` reBY Da RZ7_ �€E1tECTFiIC. tiMeier� y� a e t i • t i JOB FINALED (Date) Signature CHECKED BY ,/ = OK 0 = Not OK =Not Applicable = Not Ready; ' MOBILE HOMES Date ` MOBILE HOME UTILITIES (Plans) OK except #'s I. 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'R.�- / /' Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 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 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 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 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. Frma.; 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 #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elect; 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. Liaht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 / = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date nderfloor (Plans) OK except #'s 17 Zon' - etbacks- Ease ments-Flood-Slope I_KW 20. 21. tg., Min; Soils-Elec. Grnd.- /" Ftg. Depth 22. Ftg., Garage; Soils-Steel-Elec. Grnd.- Ftg. Depth $. Ftg,.,PCrches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemw IIs, Main; Steel-Blockouts-Wrapped Date temw,glts,-Garage; Steel- Blockouts-Wrapped old Downs and Special Anchors 1(41 7. 8. Slab, Steel -Wrapped Piers- ireplace Ftg.-Steel go-VIS.V.; 10. Fall -Fitting -Test -2 Way C/O -Sewer Test UF, as Pi ; Size Anchors - Yard Gas Piping; Size Test 1j at ipe; Test -Anchors -Regulator -Service Test -7 '_ 1 / 13. Plenums & Ducts; Clear0ce-Material-Support-Ins. 5. Access & Ventilation Dafe Date v:jCard Card B-1 Date Card B-1 B-1 Date Card B-1 Date PLUMBI G (Permit) OK except #'s 17 r Htr.; Vent -Access -Combustion Air Baffle I_KW 20. 21. Pipe; Test & Anchor -Nail Protection .W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 62. Fi ure & Transformer Clearance -Ins. Protection .-Elec. Receptacles Spacing -Lights & Switches at Doors 21'-S-ize Boxes & No. of C nductors Stapled 2 omex Installed C se to Edge of Studs & C.J. 27.,Equip. Ground de up w/Mech Fasteners -B d Gas & Water 8. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No Ext. Steps -Door & Sidelight Protection -Landings rvice-Riser Conductors & Ground Main Disconnect 64. Equip. Clearances Panels-Motors-Mech. Equip. 3 es Closet Light -Shower Light -Spa Light _ Smoke Detector Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5 C. is Insulation & Support xhaust above insulation densate Drain & Overflow, Size & Grade Furn =Vent Access -Comb. Air -Return Air Vent 115 outlet I /is Access & Platform if Furnace in Attic Date 0Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date,FRAMING (Permit) OK except #'s 4 Sits Proper Materials & Anchors 4 ails Studs -Nailing Spacing & Braces -Plates -Sound 42..daaring Walls over Girders & Floor Nailing 3 raft Stop in Walls (rat proof) 4. ' e Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 47 m Ist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Ring. _ Fir ace Ties or Type A Flue -Fireplace Throat Clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions ar ge Fire Protection Framing ro y Line Firewall & Openings . Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4 Sttg,,Width- Headroom- Rise- Run -Landing -Fire Protection W. Plyw.pad on Roof Overhang -Attic Vents -Rafter Outriggers Sidin -Ing Veneer 57. co Mesh•Drip Screed -Fd. Vents•Underflr. Access 597 Glazing Area -Glass Protection -Skylights -Plastic 59. 60. Shear Walls; Nailing -Bolts Brace Interipr/Exterior Wall Pan Is `61. Insulatio 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 -Mach. 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 0 Yes 82. Following Instld./Drive :I Yes ] No/Walks 0 Yes J No/Planters Q 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- eters Tagged, Gas -Electric ' �1 92. Water & Sewer Connected -C/O to Grade -HD ppro al 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 -BUILDING DIVISION E DEPARTMENT OF DEVLOAMENTISERVICES 411 Main Street * Chic6, CA * (530) 891-2751 7 C6unty Center Drive e 0 roville, CA • (530)*538-7541 - _1101 CORRECTION NOTICE 00 -/z OWNER .PERMIT NO. % - A routine inspection ind s:ctinod that the following violations of butte county Ordinances exist at the above address led be corrected. Please notice this office when correction of work is t ave f, complet I d. if ave any questions pertaining to this matter, or need addition al'explanation-,- ple this office immediately. IA�o A 5 —A 11 7 7— 17 Ar 11-1,ok4 e Date Inspect f REV IM2 COUNTYiOF BUTTE I BUIL/DING DIVISION DEPARTMEPT OAF DEVELOPMENT SERVICES 411 Main Street • Chico; CA (530).891=2751 7 County Center Drive • brovilie; CA (530) 538-7541 -1 CORRECTION NOTICE OWNER PERMIT NO. t A routine inspection indicates that the following violations of butte county OrdinaPrces exist at the above address and should be corrected. Please noti t this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c9nt ct this office immediately. t 7 - IV /J/C- A-� t L Dat /Z- 7 U �✓ Inspector REV 10/92 / ��� N f t r;Q( COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI 6 DIVISION vv JJ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-7541 P EO. (Rev. 12/96)' - APPLICATION AND PERMIT ®� "" ASSESSOR PARCEL NUMBER 028-09-0-011 2ONING BUILDINGPERMIT OWNER DONALD L. ARNDT TELEpypkE 1808 SO FT OCC. BUILDING VALUATION 1 75 , 450.00 OWNERS MAILING ADDRESS 420 ROLLING OAKS, -BANGOR, CA 95914 354 354 COV 4,602.00 CONTRACTOR'S "AME OWNER TELEPHONE 594 U 10 , 692.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace .1500.00 Total valuation $ 107,244.00 ARCHITECT OR ENGINEER LICENSE NO. Flan Fee $ 20.00 Permit Fee $ 667.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 433.88 BUILDING ADDRESS 420 ROLLING OAKS BANGOR Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ .1144.38 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ER Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JU 7-0070.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE 150.00 ELECTRICAL PERMIT Fling Feel 20.00 LESS Main Service 200AORLESS23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. NO. 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. 13I, 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. DWFILING OCCUP. SO OR ADDNS. a Acc. sLoS. 3.50FT. 79.42 11Oµpalp MULTI.OUTLET @7,50 APPARATUS 8 SINGLE OU LET CUR. 20 @'•0° Ex. Occup. OUTLET OR FDRUREs BAL @ ,50 LNS Ex. Occup. ° Ds APPeS,D,°E 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. ❑ 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 with those provisions. �,�/ X Date t— '- !% Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ver 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEt $ 70.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Oc R3 %U CONST. TYPE VN TOTAL FEE $ 1532 RD HAz D IMP A FLOOD X cDF PAR P° HD 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 _ Date Receipt No. 294806 502.50 60 Q I WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK.INSPE OR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 ERfWT (Rev.12/90 APPLICATION AND PERMIT &/9/40 /,�fRiOR►MCdMJra✓ CIt� a0"N0 BUILDING PERMIT OWN " L � /�'/� A) D 7r �� �gQ� CC. UILDING VAL ATION ow,et, _R" RQ .1&4U J OfheS 75KAJf1Dt 45V/ CC►" -w=" via 44 y 0 - Tostaaa COMMCroR7 YA&M ADpMss Fireplace /50CJ ustcots WAL84 A90RLef Total Valuation = / Z :D ARCWMCr OR tNo"M / ucosE MD. Firing Fee S 20 Permit Fee. S A,A-,Cn CT pt VOOOMI UNUNO AOORl7e Plan Checking Fee ��, S &U D"OADom$ ///1 �,( f/ �/ Energy Plan Checking Fee i PERMIT FEE S WTM& sueow8ON 14ke+ lr� �AAC[L PLUMBING PERMIT Filing Fee 20 Each Tr .7.00 -ja USEOFSTRUCTURE SF Duplex O Mob1ehome O Other • Solar or heatpump water heater 23.00 Water piping 15.00 Each as water heater or vent t 5.00 TYPE OF WORK New Addition O Remodel O LXhas O Inetailstioonn✓0 Other O Describe Work:, �sGV ��i r�` L Gas piping system 1 - 5 outleti 1 15.00 Building sewer ( 15.00 Moble Home I S G W X20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20 Main Service ,00 o°Rt t iss 23.00 - - --- — -- • �/,�l�j U v t ✓� ' �! ( - Main Service 200^ TO 1000A 46.00 NEW CONST. OwB1NO occur. OR ADDMf. a AOC. elDt. 3.Stso R. / e NDI►RO,D. YVlT1.OVr-a @7.50 - POWVt A"AMTUI a s"OLe MUT as Ex. Occup. OVrLET OR FUTUtD OA Ex. Occup. M a,0. EA 5.00 Service 23.00 _Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 `. PERMIT FEE S MECHANICAL PERMIT Fling Fee 2C Heating S; 1119 S4I Cooling/,SQ% ✓�dJZ 'Hood 6:50 .SG Ventilation D PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee S ` T T4eFEE $ NAL ,Yr 0 cook IIY This permit is h e y issued under the app icable provis of the Butte County Code and/or Resolutions to do . indicated above for which fees have been paid. • . . By Date PERMIT EXPIRES ON L"Y '�-x.T-N'` .,,'r1�•..� �'.� f V ... �^ J?F . {�4r/V I � �,jr- ` ,i �4•/wT �- ••` _ : ,fin .-.''•'1 �. r ��11W L. ,+ v. 3i �r-"ti✓--�'..-+i"'- r .a`: Lll"'i�('1'�f'fYsl t y.-`^.•v`lra 1^t �L-` •+Y� � 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: L Z� ASSESSOR PARCEL NUMBER: Proposed Building Use: ���� Building Inspector:- Date: At time of permit application, I was advised the following data must be su miffed prior to permit processmg and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ C 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- V4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown onplans. � 1 ngineeied truss details and layout in duplicate (required prior to plan review) No faxes! 1-a' - ---T/ �` (� 1'6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- v v❑_ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. 09 Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ 10 �U �------------------------------------- �---------------------------------------- ---- Impact fees as shown on the attached schedule.-`'�;�,-�E---------- ------------- ----- California Department of Forestry plan approval/fees. �-- -�� �-- ------------------ 0 L3. Flood elevation certificate. --------------------------------------------- ------------------------------------------ 14. Saiiitation and plot plan approval Health Department.--------------------------------�--------- 1115. -------- ❑15. City of Chico plumbing permit.----------------------------------------------------------• ❑ 16. Plot plan and business license approval fromtheCity of Biggs. ---------------------- ❑ 7. Planning approval for (A) Use: ! (B) Parking: -• . Contact Land Development about EdImprovements, ❑ Drainag_e�,'XkZegal Parcel. 219. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E123. 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. --------------------------------------- 1128. Existing violations and/or expire&permits.---------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: a Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. (Telephone 1-11 •S .f D fA �y fQ and hold for pickup at eto office. ❑ Deliver with inspector. w/�,��//6 i �!�/ I �dQ/�' l��� �i� �°�PPlicant:•v� Date: �O d py A44- Iat 1'Or1t (Ae'a/ it department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:__ . Date: By: (Date) 1. Index permit application for the above items numbered: I RL IkQA ❑ 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,wasof the above re uired data b, 13phone, ❑ mail, ❑ Building D'vision unter, by D te: Plans reviewed by: Date: JO Plans approved by: 14VWJ Date. Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attfae,�ed Roor%fin Attached Sent to 8.0. (>(3 C—) c' rA 2 0 5 Li C>22 0 < Owner Acation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance foORdwelling. Other �hc� p�-c-r_�,e5 6;( Y, Hold final for: Final clearance O.K. for: NOTE: r Environmental Health Specie)(t Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER �C% TSL aC t" 1%_ A D 7 PROPOSED BUILDING USE /01W V/ 1. BUILDING PERMIT FEES C -- Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES MO (paid at District Office) 1 3. SHERIFF FEES (paid at Building Division) /y Residential ........ x $360.00 = $ V ► OL9 Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ ffunits Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 1 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. #_190— OiQ L DATE RECEIPT # DAT RE 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 4 -Q6) 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) _. �, _. , ; .,. ,. .._,,,.ars--,.{.--•. T.',' � ;� .. t , s. +� c i fi:, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM — 60 2. o (One form per Building) School District o v f f u' 'r Building Department No. A.P. Number 0 %Q(V—o I I Jurisdiction. City ► y (County Propeny'Owner �QY} ou?—,nGtt- Property Location/Address 0 / 1 n esu /52-77 Subdivision Lot No. .................................................�.......................:.................................. Residential Development m Sq. Footage No, `,ffLiLiving Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit 9 '(No foundation inspection): .................................................................................................................... Commercial/Industrial t #-.t _ l . t:. Sq. -Footage 0 0 :.;,... j New Addition (Including Exterior Roofed Areas) .2D , a(f Building DepartmentRepresentjtive Date moor rians revieweo Dy acnoot vmlrml rU ersonne District Identification No. 01000-4- 1p4 D-12.h (441.chool District certifies that (Applicant) --1 (Stree Address) (Phone Number) V r 90 1 (City) (State)O�A' (Zip Code) ` ` W has complied with the requirements of Resolution No. /l / by payment of $ � represe ting square feet. AB 2926 FULL MIT ATION $ Schoo District Representative i% q1 i Date 0 r 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 66020(a), 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 (CEQA►, 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.xls (10/98)dmm Attention Property Owner: Ari "owner -builder" building permit has been applied for in your name and bearing your Please complete and return . this information . at your earliest opportunity to avoid:.. unnecessary delay in processing and issuing your building permit: No.buiilding permif:an'll . be issued until this verification is received. 1. I personally plan to provide the or and materials for construction of the..:--.--. roperty improvement S NO[ ]. I HAVE HAVE NOT signed ' I [ . ] 'gned :any. application for a bu�7dmg permtt_ for the osed work.. . 3. I Have contracted with the following person (firm) to pro vide+ the proposed construction: NAME: ADDRESS: . CITY: - - PHONE: CONTRACTOR'S. LICENSE NO... _._.._ . . _.:, ::__... 4. 1, plan to provide portions of this work, but..I. have hired the following person to coordinate_, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5: .I will provide some of the work but I have contracted (hired) the following$ersons to provide the work indicated: - - NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: / DATE: , — - D I NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 O.B.-1 .fi,.:. "';:j,J•.%'`% ,. g ,}� �e.�+�3i'eej 3 �.� 12 .. ;.;r..5�. '.a:; tG •.4„ @:; ?kyr.. .�:.'`�a✓'.�t% � `¢ 3 .� 3y Y. p `;'+i':.z�:is>':i`:i5%<::iir:.::^•... i) • �•r.?ta;.:�.•::��,,.3{„w�.� .::'nc..,,�:. {� �r aJ � � � `�t',::i �, '� � . ��� �<a `C' �� '':\:�`:>::•,'::%,:.�r�:�:.r:i::>:si'ir��.a:.:i:rrr:/f�: a p rte.. %` r :” . � � e:.. a:�fi. ..�,..,�t?aw:bc•.. w.;...t;.�Y .£cam. K:,K.-,.. •.. rib�r✓.:;o::•.::<...r::�v •: se2Jf Dear Property Owner: f An 'application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to, do your. own work, with the exception of various. trades that you plan to subcontract, you should be *awaie of the following information for your benefit and protection: 0 If you employ or otherwise engage._any persons other than your immediate family, and the work (including .. materials and other costs) Is -S300 -or 0more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal.income tax withholding, federal social security taxes, workers compensation insurance;.disability.6i6rance costs, and unemployrrient'compensation co . utions. 0 There may be.financial risks 'for"you if you do not. carry out these obligations,Fand these risks are especially serious with respect to worker's compensation insurance... 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S Small Business Administration). For more specific information about your obligations under State Lacy, contact the Department of Benefit Payments and the Division of Industrial C Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed. persons professing * to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Ntay 1995 2.27 Owner: 0 't), kna,�:- Plans Examiner: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MECELLANEO US ONLY Building Permit Number: A. P. Number: 0 ZZ -6 .9 —0 / 1. GENERAL: Zoning requirements - (number of permitted living units). Building permit valuation. �3! Plans signed by the designer. Proper description of work -'n the application. Existing violations on the property. Recorded notice of violation. OT PLAN: Complete parcel size and dimensions. 1. Setbacks, side yard, easements, kc. ` Other buildings or structures. /� 1 p 46 stop CJ .til IOU' iC�irLj 0 Grading, fills and/or e. l J ,Y Flood hazard. V� e/y Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. , j jo cie-d.KcVyX—Cle 0-10 20.00 l7' FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: 01! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 110% of natural light and 5% of ventilation (Uniform Building Code section 1203). � Egress windows (Uniform Building Code section 310.4). IX Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). e L CCci�. 8 Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). ��. ,�,tF�,y�' "92 --)Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). C r r ire IiC,- I 0. /Garage f reuall separation - rewired on garage side including supporting walls and posts (Uniform k 0Ca-� °�' ,; 5 o �✓ Building Code section 302.4 exception #3). yYl� 6 Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). us �Smoke detectors (Uniform Building Code section 310.9.1). >I!, . Water closet clearances (Uniform Plumbing Code 408.5). �14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 1�'C C'I'°`Ad- Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. �n Three story building requiring engineered calculations and plans. P`��� i P�� Cfe��a`�� � Foundation plan complete enough to construct building. ? fa -0 _ ��9-t,� le d r 54 cc rvey 6. Floor construction details complete enough to construct building. � �f�.r;o� /j2ccecQ ` Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. l Fireplace construction details and calculations if necessary. V / ,_" Garage door header size(s).- 12. Porch header size(s). — - L! dam- L�-y��;�t �,ovto f C16d � 00 Stud heights. �r I-�t&S lei &i - Expansive soil - special foundation design required. 15. Retaining walls requiring design. �kf Special Inspection requirements. Header sizes. 8. sum wallboard nailing inspection required. YUSCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). x Guardrails (Uniform Building Code section 509). ,3 Brick or stone veneer (Uniform Building Code section 1403). ,,F! Exterior'plaster- weep screeds (Uniform Building Code section 2506.5). f>! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering'type'- (fire hazard). Foam irisulation - protection. �! 36".halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 0 )Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1_ )Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. - 13:- Sound requirements. 14, nergy design compliance and supporting documentation. J5'. Flashing at all exterior openings. �o ��� �d X CDF responsible area requirements. 17. Building Pe quirements: 17.1. 17.2. ood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. ' 0 Page 2 of 2 0 P -ECT PROCESSING RECORD APPLICANT: OWNER: PERMITi 2- A. A. P. #. WORK DESCRIPTION: DATE DESCRIPTION OF STEP CTS. t .. June 20, 2000 Don Arndt 420 Rolling Oaks Dr. Bangor, CA 95914 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 028-090-011 Building Permit Number: 00-1296 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide a complete plot plans for this parcel. All structures are to be depicted on the plot plan. . Provide a construction detail for ledger attachment to the structure. Per Section 2320.13 of the UBC you may not use nails subject to withdrawal. Firewall required between house and garage has been incorrectly detailed on the plans as it cannot be carried to the roof sheathing as required by code because of the design of the trusses. You will have to provide 5/8 inch Type x sheetrock on all walls and the ceiling to meet the Z ents of the code. Ceiling will require R.C. channel at 16 inches on center. Revise floor plans to correctly depict the cripple walls and their locations. Remove post base, provide footings. Provide rebar in footing and stemwalls at interior. Double joists under all interior braced walls and show correct location on the plan. Call out nailing for the attachment of the braced wall panel to the floor. Nailing schedule called out on the plan is from a previous edition of the code. Remove and call out the correct schedule. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX mProvide continuous support for truss B 1 at the front porch as per truss calcs. Provide size of emberyou will be installing. /Provide location of HVAC unit(s). If any part is located in the attic, size trusses for appropriate loads. Provide attic access on the plans. Provide underfloor access. . Revise energy calc. This structure faces Northeast and calcs show Southwest. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. �'��awlI The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $1030.30 (Revised per corrections to original application). 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to o er). Land Development/Planning clearance has not yet been received at this department. Sincerely, Martha Whitney Plans Examiner S LONGFE* LLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 '1Z& R'oz-cia6 0A$—, /Sq N G o IZ Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED iNSPFC� CjNT f+(-ZFNC'V Timber Product# _ PARTME P.O. Box 20455 Portland, OR 97220�������' (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue DE Chico, CA 95928-7434 111111 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. . C3 Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct, j bo Agti b r I A,eloo r° Ilaase 6-6- 00 .APPROVED • GABLE END DETAIL SIRONGBACK (NAIL TO LEDGE; (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) (K) SPACING FUI REFER. TO S PRODUCT AT A35 1N FI I TMS UNG PREPARED FROM COMPUrEtt 111PUT (IOAOS A NIMFNSInwz% cimmIlrn RW tmwz HrD (PI) (SI (SI ) (M) 2X4 F.L. OR H.F. 12 OR / BTR. SIPONGBACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (S1) SPLICE PLATE 10 14ATCII COMMON TRUSSES (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO 1HRU CHORD INTO WEB 6 IMRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE END OESIQI BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. , IKUrvuuNu. BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE 'A/2-Od CCOMMUN NAILS. 24 - MAX �>, / GABLE ENO NOTE: CHORDS TO BE 2x4 FIR -LARCH 12 MIN. NOTE: 1141S DETAIL MAY BE USED FOR 1PUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3* 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD OUTLOOKER C�[TERIA 3.5' MAX., T'(P. NOTCH 24' O.C. 1.5' MAX. 12' HIM 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (N) MAX. LERGIH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 11-10-0 30.0 P S F 15.0 PSF PSF 0.0 P S F 50.0 PSF R E F R 9 9 2 DATE 03/19/98 DRW CD I 12 � SEON - 25A58 DUR.FAC . 1.15 FROM PDC S PAC I N G 91 7-9-0 15-6-0 /1 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 O O Q O ^ Q O ALPINE (TRUSS Q OINSIIIU O O ••WARN ING•• TRUSSES RIOUIRE EXTREME CAR[ IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. ;IFEN 10 HIB•91 (HANDLING IISIALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE I[. SBD 0'0N OF 10 OR.. SUIIE 100, MADISON, YI 6]719). FOR SAFETY PRACTICES PRIOR 10 PINFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCIUAAl PANELS. BOIION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNOOUCiS. INC. SHALL N0T BI RESPONSIBLE FOR ANY OIYIAIION FROM IHIS D[SIGN; ANY FAILURE 10 BUIlO IH[ TRUSSES IN CONFORMANCE YIIN IP 1: OR FA80.1CA1 IND. HANDIING. SH IPPIN0 IN STAttA110N OR BRACING OF INUSS[S. INIS 0[SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DISIGN SPLC IF ICAIION PUBLISHED BY INE AMERICAN FOR[SI AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF SOCA ASI" A660 CR31 GATT. STEEL. EXCEPT AS NOTED. APPLY CONN[C10AS 10 DRAWINGS IS0.OF I ISOSANDN 160NA[F. SS DANE ENGINEER'SRWISE SEAL ED 01 00 THISTHIS [DRAWINGOAPPLIESSITION CONLYC 10R THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. gtofE SS/pl, A,4Q 1��N W y Lu Z � V C OV7 �%' CIVILEACH P 'fF Of CAIIF���\ T C L L TC DL DC DL DC LL TOT LD. 30.0 P S F 15.0 PSF PSF 0.0 P S F 50.0 PSF R E F R 9 9 2 DATE 03/19/98 DRW CD I 12 � SEON - 25A58 DUR.FAC . 1.15 FROM PDC S PAC I N G Jab: 1XIAIL-92•AL1E11tmE DFIACING NOTE: SEE DRAWING ORIIIINAL FOR LUMBER, PLATES. AND OTHER UAIA NOT SHOWN IIE11E. TRUSSES REQUIRE EXTREME CARE IN IIANDLING, ERECTION AND -BRACING. REFER TO IPI 1-110-91. SEE 1HIS DESIGN FOR (ADDITIONAL SPECIAL PERMANENT BRACING REOUIREMENTS. UNLESS OTHERWISE INUICAIED, TOP CHORD SHALL BE LATERALLY (BRACED WITH PRUPERLY,ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WIT11 PROPERLY ATTACHED CEILING. CD 103 (A) IX4 63 HE11-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH 111111 (2) ed NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITAOLE SUPPORT BY ERECTION CONTRACTOR. MANY OF TIIE BELOW MENTIUNEO ;ING TYPES MAY BE SUBSTITUIEUM 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACtl WITH 16d NAILS @ 4" O.C. BRACING MATERIAL 10 BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACII WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGI[IAL OESIGH FOR PROPER OEMENSION9 'PLT, TYP.- ALPINE DESIGN CRIT U11c Rev 17.1e SCALE 0 . 187E 41= o 0 12 1� o NIIIMPORTANTHN[t►IrE [lC]rEEIEe P"3/bets. fir.. WARN ING,relms1EDutPE t0wilt tYSt �V4` yf( TC LL 30.B PSF REF 8992--42293 v o 0 v 011111]0[ IN3M 111]! 0!lIG1 011 f EIE WYCIFICAIIC1It FOR tow lose).N. sa 1110^11 offOOPP IEEp►I tsD" KanDE314D ��� Cy! �� Tc DL 15.0 PSF DATE 06/28 93 G t'.7 d d tlllls! t[ OUIID INS IVUs! 111 tplr OtNV1L[ M]IIr MOO 0f IFI. IOP /'lslllQltl fFEtl tt RANIOEIII DFACIUO PC o C= 0 o hrtlt c"eci0PS Pilot WADE Or 7004 00. SHOP. ICLht4 U111 4otrrmarMD Ains. mitts o43[lte ticick . ID► " F „" PC OL 5. 0 PSF ORR C0103 o v o 0 Au/m 1 EluP1 At WOOD. AT" E C43►ECIOM It E -u1 FA" Or 43011`0 Iwu 0E ulE/llu/ SPACED WITH PVCKV Np, _1�D139/5 r� ALPIN O r"w A1:@ vAtlt ollr/NIlE ta41E1 d1 tolls MSlrrt ►ashlar t'1 4114t1r0 pt"beo mEAINIVr� OOIrW CHOPS * 63011 A BC LL 0.0 PSF -ENG FM, N/ o v 00144E01O1S PE+ Mallin" In 10 1 IDSA -r. Dtllul IIA1`0Aros rltn FPopElt.t A111A1nD 1111910 t(I"I" -- IC[ TOT. LD. 50.0 PSF C=3 TRUSS $V1. CIO Intl 1�i0 APrIlES too All COI OOil DEPICTED PEof c V1. All •PE Dnn L IAPn.trAlta�►Drtllsr,,A Icc" or rl�lls CIYIt � o DI OLt. u`0 wIu WI It ratuto OP011 Ill A1u BIWA lu, OEI1431 to not IVDAs L"Cr]o1 Coc"ImclDo. �Zf Of C�U1�R OUR. FAC. 1.15 cn u o 0 o v .--IPI - truss ►LAIC Insnrolc 1113 - 111101 1111101ut DE11611 SPECIPICAII013 FOrI 0300 tDr51WCIIOH SPACINn 24.0" ti - IRIISS ORACING101(ICKIII(; IIF IAIL 11115 DWG PREPARED rR011 CONPUIER INrur (LOADS t OINENSIONS) SU911II1(D By TRUSS Wit. 11I11GS URACINO/OI.00KING DETAIL (AT 61.111"IT) PIUIEI BRACING DESIG141D TO STABILIZE 1RIISSE3. AM) HAS NOT BEEN DESIGNED TO RESIST LATERAL SIIE_AR LOADS. — I (A) 2X4 13 IIEN-FIR OR BETTER CONTINUCIUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII NIM (2)•164 NAILS. BRACING MATERIAL 70 BE SUPPLIED ANO ATTACHED AT 00111 EIDS TO A SUITABLE SUPPORT BY ERECT10El CONTRACTOR. , (N) IIEIG)IT OF TRUSS AT SUPPORT. 1. - !ING SECTION S -S TRUSS (0) 2X4 II.F. 13 OR BETTER DIAGONAL, BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII TO EACII OVERLAPP111G TRUSS USING (2)-16d NAILS AS SIIOWN. BRACE I4AY BE LOCATED ON EITIIER FACE OF VERTICAL. (P) SIIEATI11NG APPLIED 70 TOP CHORD. (L) LOADS AS IIMICAIED Oil TRUSS DESIGII. (M) IF TRUSS 11EIGIIT AT SUPPORT IS I0.0" OR LESS, DIAGONALS IIOT REQUIRED. s 8 - APPROX. 450 (DB) BLOCKING TO BOTTOM CIIrRG OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTCM CIIORD. PLT TYP. Nave TPI 95 OesiCLR Criteria: TPI-95(TO 18.20 ••YAARING•• INV3313 CA - 1 O O O 810019( 1114(11[ CAR( 11 fAIRICA110$. MANOIIND, SNIFFING. IASIAIl I1C AND Q 11lClIG. 11114 10 N n •11 - - R - O (RANOtING IIfUIl11G AND INACING), r01lISN(O IY IFI luuss Ful( Q 11f111011, 113 O'OtOr10 OA., s011t too, nA01foN, rl 13110). FOR SArlll ►AACIICIS ?MICR 10 /(af 01N11G 14(3[ 10ICIIOtf. VIl(f$ OIRUY1 51 1AOICAI[C. yc T C L L REF R 4 2 1 O oQ1U(CSSIO 10► CROAD IRAII NAI( ►AO►IAIY AIIACNIO �, • "`'6� Q llttlC 10441 ►ANTI f, IDI ION [ROAD !Mall RAY[ A ►AO/(All AIIA(N10 81010 CIIl 114. 4� ••11110AIANI•• T C DL DA F E 1112194 Q 104113" A COPY or 1"11 V(SIGN 10 IN( 14$IAtt A1101 CONIAACIOA. AI►INC 11011(1410 ►... VC15. INC. 5"All 101 II NIS►Oaf ill( TOA ANY OIVIAIIOI O ti D C DL ( L ���� FAOn IRI$ DISIONI ANY ►AIlt1A( 10 1on a IAAclogpullo Nof 31415112. ll f0lots O($IGIAII ICONr OA11SOV11 NIAFIt ICAII(NIROVISIONfNO/rROf•(NAI 1 639 L L I C r\1 R USS S IOIAl 0ISIGN [j�. * $rlClrifAllOA ►OIIIf"lo 11 III ANIAICAN foal$# AllM1(R Aff0C1Ai1011 AND TF$ AI/IN[ COIIICIOIf ARI 4/01 or IOW ASIn All) calf GAII, 011111. (ICI►I * TOT . L D . 0 R W 3.040,63-4— 4 8 6 3 4 tJ 1"--01 �l AS $0110• A//l/ CORa((1o401 10 (ACM fact or "VS01. AID Nal($$ 0IN11VISI IOCAIIO ON INI$ DtslcN. ►0511101 COAN(ClOAs ru f Cl�,y Q�� C-1 DAArUp Iso. 1010 110 IFe A-1. All 1I012114'5 Sul 01 INIS CRAVING Ar►11($ ONES 10 1_l l'TrEOF OUR JAC. .0 , CA -ENG /CHC 141 DISION C� 01 181 11Yff O(IIC I(D NI11 A1D SNNI 401 It R111t0 YFo1 11 ANY 01011 VAT. COAT tum rrr ... ....� (ARND0606-ARNDT / ARNDT HOUSE - Al 36' COMN) ITOP CHORD 20 DF -L #1 � iOT CHORD 2x4 DF -L #1 1-1 WEBS 2x4 DF -L Standard Ca Cl,_.) 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE -7.3.3. c-: .j. 0 0 0 z IW2.5X4 9 N W3X6 s W1.5X4 4 A 0 rx rs. I= w w W2.5X4 s w z W3XB (A1) ss W3X6 i$ A - err W5X6 a W3X8o THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 ft W3X6 a 4 W1.5X4 0 W3X6 m W2.5X4 — WHO (Al) Ee Z 2 2-0 0 E Tsai 18-0-0 I 18-0-0 I 36-0-0 Over 2 Supports w R-1292 W-3.5' R-1292 W-3.5' oklorlmow / N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - R - Scale -.1875"/Ft. C__ O --WARNING** TRESSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO "10.91 (NANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE E Oyj, TC LL 16.0 PSF REF R427--22225 C� I6 STITUTE, SIX D'ONOFAIO DR.. SUITE 200. MADISON. NI imp . FOR SAFETY PRACTICES PRIOR 70 PERFORNIIG THESE FUNCTIONS. INLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED �� TC DL 10.0 PSF DATE 06107100 STRICTORAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT'- 121ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8C DL 7.0 PSF DRW CAUSR427 00159005 PRODICTS. Inc. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO r BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND r ALPINE NACINR OF TRUSSES. THIS DESIGN COLIFORMS MITI APPLICABLE PROVISIONS OF 107 (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC SPI CIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONIERORS ARE MADE OF 206A ASTM ASS3 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON - 10839 EAC/ FACE OF TRUSS. AID NNLCSS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ORAVINCS 160 A•1. THE SEAL 09 THIS DRAWING 1101CATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR. FAC. 1.25 FROM GA Ane p,,,,R,,,.�, � RESPOISIBiL1TY SOLELY FOR TEE TRUSS COMPONENT DESIGN SHOWN. THE S017ASILITY AND USE Of T915 `SL.. �•�`9�_^�• cc PARLI /i►ITIFICBSNSECTI0ICILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0' (ARND0606-ARNDT / ARNDT HOUSE - [PGE] B1 42- PGE) TOP CHORD 20 DF -L $1 :T2 2x6 DF -L #2: � OT CHORD 2x4 DF -L #1 :B1 2x4 DF -L #1&Bet.: \ WEBS 2x4 DF -L Standard I c� LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ct: (ADDITIONAL LOADS --.0 - From 26 PLF at 6.00 to 26 PLF at 21.00 cr 0 o OTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS z AND STUCCO (10 PSF) ON ONE FACE. *LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM. OR WITH PURLINS 24" OC. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIM0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X8 W4X6 e W012 a W5X6 2 W2.5X4 a 0 4 W 3 X 6 o * ,4 pw. * T A) A W a W z W3X6(A1) ®B1 W8X8� HS2514B W5X8� HS2512am WMO(B1) a z W3X4 a W2.5X4 n w z 22-0-D 2-0-0 21-0-0 _I� _ 21-0-0 _I lME 42-0-0 Over 2 Supports R-549 PLF W-6-3-8 R-1736 W-3.5" Note: All Plates Are W1.5X4 Except As Shown. `r' PLT TYP. High Stren th Wave TPI -95\R Design Criteria: TPI STD 19 aB1• .>_ �':� �. C: !` o, - .'' rA/- iii- i-iDi. [:P2,10 a Tor■Fc+ o •WANKING** TRUSSES ACQUIRE EITREMI CANE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND E TC L L 1 6.0 PSF R E F R427--22226 BANGING. REFER TO 0I0-91 (HANDLING INSTALLING ARID SAACING). PUBLISHED BY TPI (TRUSS PLAT[ IMSTITUi[. $ 87 O'DNOfAIO Co.. 391TE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO TC DL 1 0 . 0 PSF DATE 06/07/00 O PERFORMING THESE FUNCTIONS. UNLESS OTMIRWISE TRDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED F STRUCTURAL MAILS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 ' PRODUCTS, INC. SMALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO BC OL 7.0 PSF DRW CAUSR427 00159008 BUILD THE TRUSSES SR CONFORMANCE VITO TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AMD r .'a-� ALPINE DANCING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN gapes B C L L 0.0 PSF CA -ENG A E B / CWC .J SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE * ' CONNECTORS ARE MADE OF 2OGA ASTM ASSN G14O ONLY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEAN - 10846 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEI �T,,,,,, p_�,_�,,N DRAWINGS 190 A.I. THE SEAL OA THIS DRAWING IRDJCA715 ACCEPTANCE OF PROFESSIONAL ENGINEERS AB DUR.FAC. 1.25 FROM GA "'Y"^' Figine"�"' s. " COMPORENTIPON YANY PARTICULAR BUILDINGSOLELY FOR THE IRS$$ 19 THE TRESPONSIBILITY OF THE BUILDINGDESIGN SHOWN. THE IOESIGNENTY Avo SE PER THIS Sam>emfgCA95928 ANSI/TPI 1.1995 SECTION Z. SPACING 24.0" (ARN00606-ARNOT / ARNDT HOUSE - 82 42- COMN) ; TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c'-J.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ri 10 PSF BC LIVE LOAD PER UBC. (IKUSS.SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION: UNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. c� REV 07/05/00 AEB -MECHANICAL UNIT NOTE 0 z W2. 5X4 W3X6 � W5X6 � H W3X6 -0 W2. 5X4 ft W4 X4 SEE W4X4 4 �4 0 a w Fa w w W3X6 is W2.5X4 a W4X4 � z W3X6 (Al) W2X4 * 1.s W4X4a W2 -5X4 W3X6m W2X4 % z w W3X6(A1) e z 2-0+•F6 - 0 - 0-� L-6 - 0 - 0--� ate. L_ 21-0-0 J- 21-0-0 .a 42-0-0 Over.2 Supports R-1550 W-3.5' R-1578 W-3.5' 0 C0x Lr,), �; PLT TYP. Wave TPI -95 R Design Criteria: TPI STD --MARKING-- TROSSIS REQUIRE EXTREME CARE IY FABRICATION, DANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND IMAGING). PUBLISHED BY TPI ITHUSS Pt ATE O IRSTITUTE. SB3 D'ON0F110 DR.. SD1 T[ 200. NADISOI, 11 $3119). FOR SAFETY PRACTICES PRIOR TO O I FORMTNB TM[SE f11NCTlORS. UR ESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED O STRUCTURAL PANELS. BOTTOM CRORD SHALL HAVE A PROPIRLY ATTACKED RIGID CEILING. CV *'IMPORTANT" ►URNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT II RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN: All FAILURE TO 1-6 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Ot FABRICATING, HANDLING. SNIPPING, INSTALLING ARD A L PINE 1111111 OF 1:U11E1j TRIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPICIF(CATION PUSLISN[0 IT THE AMERICAN FOREST AND PAPER ASSOCIATIOI) AID TPI. ALPINE ..-] Coo NECTOt3 ARE MADE OF201A ASTM A663 GR40 GALV. STEEL, EICL►T AS NOTED. APPLY CONNECTORS TO [AGN FACE OF TRUSS. AND NIIESS OTHERWISE LOCATED ON TOTS DESIGN. POSITION CONNECTORS PER DRAW IIts EGG A.I. THE SEAL D4 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENOINEII ERG �� ,,���,,�,.,,11 RESPOtS1I11IT SOILLY FOR TNI TRUSS COMPONENT DESIGN SYDYN, THE SUITAR (l lif ARD OSE OF THIS' ++�6+��-w P CON►OXEti FOR ANY PARTICOLAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CSA 9 628 ANSIIT►I 1.1995 SECTION 2. L8-0-0 BZ HvAc_ I 4TE OWNI N .w a MR •' �, 4 CA - 1 - - R - Scale -.12S'/Ft. �o'p yy-y 5 ul 05 2000 ,� CMI. �� TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF 1.25 24.0" REF R421--22227 DATE 06/07/00 DRW CAUSR427 00159006 CA -ENG AEB/GWH SEON - 10878 FROM GA 4 (ARND0606-ARNDT / ARNDT HOUSE - (PGE] 63 42' PGE) TOP CHORD 2x4 DF -L #1 30T CHORD 20 DF -L SS :82 2x4 DF -L #1: \ WEBS 2x4 DF -L Standard rn SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rs: (ADDITIONAL LOADS --.TC - From 26 PLF at 6.00 to 26 PLF at 36.00 .d. 0 NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 0 24' OUTLOOKERS AND PLYWOOD (3 PSF) ON ONE FACE. W3X6 W4X4 T* CA W4X12 a 4 A a (K)W2.5X4 a A W4X6 (A1) .3 X6 e w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (K)' 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 241oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W5X6 =_ W2.5X4 W2.5X4 a w W4X6NEI N3X8� W2.5X4 0 WI. 5X4 IU W5X12 Te W5X6 Em z w z I2 -O-01-6 6-0-0-2 ), 21-0-0 .63 W3X6 a W4X4 a 4 W4X12 a W2.5X4 ft 6 2.5xwa68 (K) W4X6(A1) 66 -0-0 W3X8 o W2.5X4 W3X8 is WSx M W4X6 = W5X6 W1.5X4 ill I 42-0-0 Over 2 Supports '...&MO 191{Cf1E,kFrW GE R-3436 W-3.5" R-3436 W-3.5jR 0 V E c�. N N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - R - Scale .1875° Ft. --YARNING'* TRUSSES R[OUIRE EXTREME CME IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND O BRACIAG. REFER TO IIO.91 (HANDURO INSTALLING AND BRACINGI. PUBLISH10 BY TPI (TRUSS PLATE , TC L L 16.0 PSF REF R427--22228 0 1N STITUTE. SB7 D'OtOFR10 OR., Stl1T[ E00. MADISON. YI 33119). FOR SAFETY PRACTICES ?RICK TO 0 PERFORMIMD TIESE fUNCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE PROPERLY ATTACHED, TC DL 10.0 PSF DATE 06/07/00 CV ST0.UCTUMI PANELS. BOTTOM CN010 SMALL 0.AY[ A PROPERLY ATTACHED RIGID CEILING. -IMPORT AT -- INC. SHALL]NOTAIE RESPONSIBLE FOR AN, OEV OP INSTAL ANY TO TIAT]ONLFROMNTHIS DESIGN: CONCTOR.AMT1EfA1LUREETO 8C DL 7.0 PSF DRW CAUSR427 00159009 BUILD THE TRUSSES 11 CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND INP BRACING 0► TRISS[S. TM IS DEs]GN CONFORRS WITH APPLICABLE PROVISIONS Of NDS (RATIONAL DESIGN SW= B C L L 0 . 0 PSF C A -ENG A E B /CWC SPEC IFICAT101 I"'411E0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE LPINE ti CONNECTORS ARE MADE Of EOG ASIR AGSS E240 GALT. STEEL. EXCEPT As NOTED. APPLY CONNECTORS TO * * TOT. LD. 33.0 PSF SEAN - 10880 EACH FACE OF TRUSS. AND UNLESS OTNERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CRAVINGS 160 A•E. THE SEAL 01 TILS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL 119111 NIG D UR . FAC . 1.25 FROM GA ��y,,� 0.ES/ON SIB IL [Tt SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS "'Eb .� •IM. COMPONENT LOIN ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGRER. PER SPACING 24.0° MSI/TPI 1.1995 SECTION E. (ARND0606-ARNDT / ARNDT HOUSE - Cl 30' COMN) TOP CHORD 2x4 DF -L it c::' OT CHORD 2x4 OF -L #1 \ WEBS 2x4 DF -L Standard 0 -ter LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 z H W2.5X4 v Ll 4 r 0 a a c=:1 �� w w1.5x4 iu z W4X4 (A2) E3 4§ W5X4 E3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC (9 24.00" OC, BC O 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 s --,4 W3X8 ® W3X6 E3 W1.5X4 M W4X4 (A2) o z Lz- l Lz-D-Oj 1_ 15-0-0 _I 15-0-0 Q I 30-0-0 Over 2 Supports 01 R-1094 W-3.5' w R-1094 W-3.5• N t'' PLT TYP. Wave TPI -95 R Desi - n Criteria: TPI STD 19 .0 +B-0-0 �r :4�.;.: is �,APPROVED o O CV z ,a ••WARNGIRO•• TRUSSES tE001R( EXTREME CME LI G AND ATION, HANDLING. SHIPPING. INSTALLING A10 BRACING, l(/IA TO 8Ie•91 (HANDLING INSTALLING AND BRAC{16). PUBLISHED BY TPI (iNOSi PLATE IISTITUTE, sea 0 ONOFAIO Dl— SUITE 20R. MADISON, WE S3710), FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAtt HAVE A PROPERLY ATTACHED 11610 CEILING. ••IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PHODOCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO E$ �,I- � -'Y — TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 1 V REF 8427 - -22229 DATE 06/07/00 DRW CAUSR427 00159007 ALPINE BUILD THE TRISS(S IN CONFORMANCE WITH TPI: OR FABRICAT116. IANDLINB. SHIPPING. INSTALLING AND BRACING OF TRISS[S. THIS DESIGN 90AFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN 1" lily BC LL 0.0 PSF CA -ENG AEB/CWC AIpim q-,,;,,momftclxg 3aor t4 X93828 SPECIfICATTON PUBLISHED BY TRE AMERICAN FOREST MD PAPER ASSOCIATION) AND TPI. ALPINE tDW1ECTOlt ARE MADE OF 206A ASTIR A613 6840 BALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TNOS6. AND OBLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER ONANINCS 160 A•1. THE SfAt ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING IESPOMSIBILITY SOLELY FOR THE TRUSS COMPONENT DES191 SHOWN. THE SUITABILITY AND IS( OF "IS COMP0IEI /TPT FOR ANF FAMTICULAR SUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSII I•I!!S SECTION 2. C TOT.LD. 33.0 PSF SEAN - 10872 D UR .FAC . 1.25 FROM GA SPACING 2 4.0 This safety alert symbol is used to attract your attention! PERSONAL SAFETY'S INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION ident- ies safe operating practices or indicates unsafe conditions that could result in personal injury or darrage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD, TRUSSES Itis the responsibilityof the installer(builder, building corlractor. licensed contractor, erector or erection contractor) to properly receive, unload. store, handle. install and brace metal elate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition} where failure to follow instruc-ions or heed wam- ing will most likely result in serious personal injury or death or camage to structures. WARNING: A WARNING describes a condition A where failure to -ollow instructions Could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 2C0 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibaities involved, be presented as a guide for the use of a quslified building designer or installer. Thus, the Truss Plate Institute, Inc. expresslyidisclaims any responsibility for damages arising from the use, :application or reliance on the recommendations and information contained herein by buil®ng designers, installers, and dhers. Copyright: © by Truss Plate Institute, Inc. AQ rights reserved. This document or any part thereof must not be reproduced ir any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United St tes-:)f America. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: Alltenporary bracirg should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 246d nails. All trusses assumed 2':)n -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS}STORAGEY CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss, CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture airs. braced to prevent toppling or t pping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- o�. properly braced. Do not break bands u ntil bundles moval to avoid shiftin of individual trusses. are placed in a stable horszontEl position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat A bands. Do not use damaged trusses. FA is extremely dangesMous and should be strictly o prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ry Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss Depth D(in) 12 Q 3 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral 13 -ace Required 10" or Greater =45o Attachment Recuired — AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 01:1) ifflz': D50 bft TOP CHORb 1/4" 1, TOP CHORD DIAGONAL' E 2' MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH, SPACING(Lf3S) ; [# trusses] 1-1/4" 5' 72" : SP/DF!11111TzSPF/HF: Up to 24' 3/12 81 17 12 Over 24' - 42' 3/12 1 7' 10 6 Over 42' - 54' 3/12 1 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ry Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss Depth D(in) 12 Q 3 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral 13 -ace Required 10" or Greater =45o Attachment Recuired — AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 01:1) ifflz': D50 bft 12". 1/4" 1, 24" 1/2" 2' 36" 3/4" 3' 48" V 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8• 108" 2" 9' I T ±1/41 i T L(in) L(in) 50" 1/4" 4.2' 100" 112" 8.3' 150" 3/4" 12.5' BOW Length L(in) ........... Lesser .-f L/200 o,- 2" L(In) Lesser of L/200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no c rcumstances shoulJ WARNING: Do not cut trusses. construction loadsof anwdescription be placeJ A I A on unbraced trusses. Frame 6 2C4" 1" 16.7' 254"_ 1 -1 /4" 20.8' 3CO" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no c rcumstances shoulJ WARNING: Do not cut trusses. construction loadsof anwdescription be placeJ A I A on unbraced trusses. Frame 6 Truss spans New than 30' Spreadar Bar Toe I -t Spreadei Bar Toe In ' Approximalely 1/2 11o, Y3 truss k-ngth Less than or equal to 60' , ,pproxi naitely to l'3 truss 'length Less than or equal to 60' Toe len 111t. Tag Line Toe I:. 1AWARNING: 3o not lift single trusses wish spans greater than 30' by the pealr. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongbad./ SpreaderEae f Approx mate',y Y3 to:iaVu 3s Iart Greater than 60' k Tag 1 Line Strongt•adc/ SpreadenEar fr 1 Y , 10 At or above. 1 mid -height LAmr,-Amately- i'3to 3/17XLss lenylth Tag Tag Line Line Greaser than f•0- CAUTION: Temporary bracl'ng shown in this summary sheet is adequate for the installation of trusses with s roilar configurations. Consult a registered professional engineer if a diffenelilt bracing arrangement is desired. The engineer may design bracing in accordance tnith TPI's Recommended .Design Speciffcation for Temporary Bracing of Metal Phde Connected l :osi Trusaes, DSB-85, and in some cases determine that a wider spacing is possible. GROUND BRACING B:IJ�lLDIN IPJT�RIOR Typical hod:onattie nenber with multiple atelw-a -(Fir) CAUTION: Ground bracing required for all installations., Frame 2 so a1 bracec of trueaee Do not attach cables, chains, or N1AWARNING: ooks to the web mem.:)ers. MECHI 60° 60° INSTAL Or less c•r less -B5 A.poroximtely, Approximately Tag L ne 'n truss length %truss length Line Truss spans New than 30' Spreadar Bar Toe I -t Spreadei Bar Toe In ' Approximalely 1/2 11o, Y3 truss k-ngth Less than or equal to 60' , ,pproxi naitely to l'3 truss 'length Less than or equal to 60' Toe len 111t. Tag Line Toe I:. 1AWARNING: 3o not lift single trusses wish spans greater than 30' by the pealr. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongbad./ SpreaderEae f Approx mate',y Y3 to:iaVu 3s Iart Greater than 60' k Tag 1 Line Strongt•adc/ SpreadenEar fr 1 Y , 10 At or above. 1 mid -height LAmr,-Amately- i'3to 3/17XLss lenylth Tag Tag Line Line Greaser than f•0- CAUTION: Temporary bracl'ng shown in this summary sheet is adequate for the installation of trusses with s roilar configurations. Consult a registered professional engineer if a diffenelilt bracing arrangement is desired. The engineer may design bracing in accordance tnith TPI's Recommended .Design Speciffcation for Temporary Bracing of Metal Phde Connected l :osi Trusaes, DSB-85, and in some cases determine that a wider spacing is possible. GROUND BRACING B:IJ�lLDIN IPJT�RIOR Typical hod:onattie nenber with multiple atelw-a -(Fir) CAUTION: Ground bracing required for all installations., Frame 2 so a1 bracec of trueaee DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential for stability and must be duplicated on both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment Required - — 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD '" TOP CHQR.D ;DIAGONALBRACE'; ;MINIMUM II BRACE ,SPACING (DBS): SPAN DEPTH SPACING(LBs) #trusses Up to 32 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential for stability and must be duplicated on both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment Required - — 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chortle that are laterally braced can buckle togethermrrd u use collapse inhere is no diago- nal braci iago- nalbraci %Diagonalbracingshouldbenailed to the un iersice of the top chord when purlins are attached tc t:ie topside of the top chord. ` SPAN. MINIMUM PITCH ', .. TOP CHORD LATERAL BRACE SPACING B :TOP, CHORD'.;.,,,,,,,. DIAGONAL BRACE, SPACING DB #trusses OF U to 32' 4 12 81 20 1 15 Over 32' - 48 4/12 1 6 10 1 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer P DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F! Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater c Attachment Required of kesg 31 / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28° - 42' 3.0 6' 1 9 1 6 Over 42' - 60" 3.0 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas:Fir-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Erace All lateral braces Required lapped at least 2 trusses. 10"o.- Greaelr Attachment Required —� 12 5 !\\ems o. _ ey �Q Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. SCISSORS TRUSS Frame 3 12 --j 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each ead of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these rec:)mmendations could result in severe personal injury or damage to trusses or buildings. 1*o Permanent ossP �'o. s continuous lateral bracing °c as specified by the truss engineering. =45° A Frame 4 SP - Southern Pin_ SPF - Spruce -Pine -Fir - All lateral bra :es lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 2C Intervals. TABLE OF CONTENTS TOC Project Title.. DON & URSULA ARNDT Date..07/03/00 18:00:16 Project Address........ 420 ROLLING OAK LANE ******* -------------d/,-,----- BANGOR, CA. 95914 *v5.10* Documentation Author... Barry Rubanoff ******* Bu, i Permit # Endeavor Homes •00 P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone..... .... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -TOC User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report. Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 w CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 Project Address........ 420 ROLLING OAK LANE ******* --------------------- BANGOR, CA. 95914 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ----------------------------------------------------------------------=-------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------=------------ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1675 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.6 % of floor area Average Glazing U -value.... 0.71 Btu/hr-sf-F Average Glazing SHGC....... 0.69 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood -------- R-13 -------- R-0 ------- R-13 ------- ------------------------ 0.088 Roof Wood R-30. R-0 R-30 0.038 Attic Floor Wood R-19' R-0 R-19 0.037 CRAWL Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR, TO GARAGE FENESTRATION ------------ Over - Interior Exterior hang/ Area U_ Fins Orientation -------------- Standard (sf) Value SHGC -------------------- Window Front (SE) ----- 15.0 ------ 0.750 ------ 0.700 Window Front (SE) 15.0 0.750 0.700 Window Front (SE) 20.0 0.750 0.700 Window Front (SE) 20.0 0.750 0.700 Window Front (SE) 15.0 0.750 0.700 Window Front (SE) 15.0 0.750 0.700 Window Front (SE) 16.0 0.750 0.700 Window Front (SE) 8.0 0.750 0.700 Window Back (NW) 16.0 0.750 0.700 Door Back (NW) 33.0 0.500 0.650 Over - Interior Exterior hang/ Shading Shading Fins ---------------- Standard -------------- Standard ----- Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Stan a5dCADUq NYes Standard Stdard Yes Standard 25; andPA hYes Standard Sariiffr Yes Standard Sta-r--r 'in s V' 0. ,� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 -------------------------=----------------------------------=------------------ ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- FENESTRATION Over - HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Area U- Location Interior Exterior hang/ Orientation ------------------------- R-4.2 No No (sf) Value SHGC Shading Shading Fins -------------------- Window Back (NW) ----- 12..0 ------ 0.750 ------ 0.700 --------------- Standard -------------- Standard ----- Yes Window Right (NE) 15:0 0.750 0.700 Standard Standard None Window Right (NE) 4.0 0.750 0.700 Standard Standard None Window Left (W) 12.0 0.750 0.700 Standard Standard Yes Window Back (N) 12.0 0.750 0.700 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type ---------------------------- Furnace 0.800 AFUE ------------ Crawlspace ------------------------- R-4.2 No No ------- Setback ACSplit 10.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS TE Cekq . ti I 11ING DEPAR i O,: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title. .. DON & URSULA ARNDT Date..07/03/00 18:00:16 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DON & URSULA ARNDT Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Endeavor Homes Address. Address. P.O. Box 1947 Oroville, CA 95965 Phone... Phone... 530-534-0300 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Signed.. 's .6 (date) j1TE CGum N I LDING DEPAR EN' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ------------------------------------------------=------------------------------ ------------------------------------------------------------------------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 Project Address........ 420 ROLLING OAK LANE ******* --------------------- Documentation Author... Climate Zone...... Compliance Method. BANGOR, CA. 95914 Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 11 MICROPAS5 v5.10 for *v5.10* ******* Building Permit # Plan Check / Date Field Check/ Date 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-ARNDT Note: 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 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. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comply witfJI-TE COUNI N TING DEP Gas Appliance MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R -------------------=----------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DON & -----------=------------------------------------------------------------------- ------------------------------------------------------------------------------- URSULA ARNDT Date..07/03/00 18:00:16 MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-ARNDT a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control k 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. it 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, ULi81A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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 780W thermal efficiency, on-off switch, weatherproof operating instructions, no elect qTE COUNIa resistance heating and no pilot light. 2. System is installed with: DEPA"'I..Myf• a. At least 36 inches of pipe between filter and heater for future solar heating. APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R -------------------------------------------------------------=----------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-ARNDT I ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. dUTTE COW f WI IEPAFi,i MEti �Pp�VE[ COMPUTER METHOD SUMMARY Page 7 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 Project Address........ 420 ROLLING OAK LANE ******* --------------------- BANGOR, CA. 95914 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User. -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = _---------------------------- - = Energy Use (kBtu/sf-yr) ----------------------- = Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance = Design Design Margin = 15.75 17.80 -2.05 = 16.57 14.24 2.33 = 14.62 12.28 2.34 = 46.94 44.32 2.62 = *** Building complies with Computer Performance **.* GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1675 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 13400 0 sf Floor cf 13.6 % of floor area 0.71 Btu/hr-sf-F 0.69 8 ft jWTE WMI v ".Y_ 1LDING DEPARTMEN COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 -------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1675 13400 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- HOUSE 1 Wall 416 0.088 13 135 90 Yes W.13.2X4.16 2 Wall 72 0.088 13 225 90 Yes W.13.2X4.16 3 Wall 198 0.088 13 225 90 No W.13.2X4.16 4 Wall 275 0.088 13 315 90 Yes W.13.2X4.16 5 Wall 176 0.088 13 315 90 No W.13.2X4.16 6 Wall 221 0.088 13 45 90 Yes W.13.2X4.16 7 Wall 22 0.088 13 270 90 Yes W.13.2X4.16 8 Wall 22 0.088 13 0 90 Yes W.13.2X4.16 9 Roof 1675 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 10 Floor 1675 0.037 19 n/a 0 No FC.19.2X6.16 CRAWL it Door 20 0.330 0 135 90 Yes None FRONT DOOR 12 Door 18 0.330 0 225 90 No None TO GARAGE FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE 1 Window Front (SE) 15.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 15.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 20.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 4 Window Front (SE) 2.0.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 5 Window Front (SE) 15.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 6 Window Front (SE) 15.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 7 Window Front (SE) 16.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 8 Window Front (SE) 8.0 0.750 0.700 135 90 Standard/0.76 Standard/0.68 9 Window Back (NW) 16.0 0.750 0.700 315 90 Standard/0.76 Standard/0.68 10 Door Back (NW) 33.0 0.500 0.650 315 90 Standard/0.76 Standard/0.68 11 Window Back (NW) 12.0 0.750 0.700 315 90 Standard/0.76 Standard/0.68 12 Window Right (NE) 15.0 0.750 0.700 45 90 Standard/0 "`T`Etdt�ij/t0 .68 13 Window Right (NE) 4.0 0.750 0.700 45 90 Standard/0.76 Standard/0.68 14 window Left (W) 12.0 0.750 0.700 270 90 Standa4c�5�dj6g 15 Window Back (N) 12.0 0.750 0.700 0 90 Standard 0. 6" Standard/0.68 ��� COMPUTER METHOD SUMMARY Page 9 C -2R ------------------------------------------------------------------------------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM C -2R I User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct Area Efficiency Location R -value Leakage Manual D Eff ---------------- HOUSE --------------------------------------------------------- Furnace Left Rght 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number Tank External Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 15.0 3.0 5.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 3.0 5.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4.0 5.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4.0 5.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 3.0 5.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 15.0 3.0 5.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 16.0 4.0 4.0 1.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 8.0 2.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 33.0 5.0 6.67 5.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 3.0 4.0 2.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 3.0 4.0 8.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 3.0 4.0 3.0 0.58 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff ---------------- HOUSE --------------------------------------------------------- Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.743 ACSplit 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ 1 Storage ----------- ------------------- -------------- ------ ---------- Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** -------------=--------------------------- Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. TE 0&mv "WO- . ANG DEPARTUP, 4 � � COMPUTER METHOD SUMMARY Page 10 C -2R Project Title..,........ DON & URSULA ARNDT Date..07/03/00 18:00:16 MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- REMARKS T E O -V HVAC SIZING Page it HVAC ---------- Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 Project Address........ 420 ROLLING OAK LANE ******* --------------------- BANGOR, CA. 95914 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. -------------------------------------- MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-ARNDT ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1675 sf Volume ..................... 13400 cf Front Orientation.......... Front Facing 135 deg (SE) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 27136 Note: The loads shown are only one of the criteria afftp� 1�� pn of HVAC equipment . Other relevant design factors sucl.��as`� requirements, outside air, outdoor design temperatu s syr availability of equipment, oversizing safety margin, eRO u atj ' e �� .. considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 10538 -------- --- 5917 Glazing Conduction ............... 6510 4232 Glazing Solar .................... n/a 5874 Infiltration ..................... 7622 3129 Internal Gain .................... n/a 2100 Ducts ............................ 2467 1063 Sensible Load .................... 27136 22314 Latent Load ...................... n/a 4463 Minimum Total Load 27136 Note: The loads shown are only one of the criteria afftp� 1�� pn of HVAC equipment . Other relevant design factors sucl.��as`� requirements, outside air, outdoor design temperatu s syr availability of equipment, oversizing safety margin, eRO u atj ' e �� .. considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 12 HVAC ------------------ Project Title.......... DON & URSULA ARNDT Date..07/03/00 18:00:16 --------- ------------------------------------------------------ MICROPAS5 v5.10 File-ARNDT Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-ARNDT factors.when selecting the HVAC equipment. ,JI'TF- C�E$°.,, .i -. r RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CA..LCS.- COMMENTS: COMMENTS: OMpMENTS: e ,ZX, k4 PLAN CHECK ITEM # RESPONSE BY: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLAU& COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY:LOCATIONON LOCATION ON PLANS/CALCS: PLANS/CALCS: , COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: I COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: + V ~� PLAN REVIEW RESPONSE FORM .l • � L G In order to expedite the review of yodt plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all Correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yot response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME : �_. DATE: lot- 0 ASSESSORS PARCEL NUMBER PERMIT NUMBER ell RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: Ar OMME ' ti PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CAL.•. LOCATION O LANS/CALCS:. PLAN CHECK ITEM # S7:!P PLAN CHECK ITEM # 2 RESPONSE BY: OMMENTS: PLAN CHECK ITEM # RESPONSE BY: COMMENTS: LOCATION ON PLANS/CAL.•. LOCATION O LANS/CALCS:. PLAN CHECK ITEM # S7:!P RESPONSE BY: 1 LW ONON PLANS/�A,LCS: COMMENTS:'- ❑ APPROVED CNONDMONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL 2� PERMIT CLEARANCE Permit #: o D — Date: Genera/Information AP# 028.- ao Q 1 Owners Name: fl Lb APW T_ Parcel Acreage: Owners Address: Ll -Q Building Site Address: Proverty tnforn7at%on Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 'Mobile Home jj SFD ❑ Residential Accessory Subdivision Ma ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: ITIN A -LJ Date of Zoning Ordinance: General Plan: 3 C Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement %No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan IM No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone N No ❑ Yes, check use Floodplain No ❑ Yes Zone: \%� I Panel Number: 1 Watershed Protection Zone No ❑ Yes Proposed Use Complies with: Proposed Use Repuires: General Plan ❑ Use Permit mm rCial/Industrial/Multi-Famil Zoning ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Orairage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front D Side 2 3 C Side street Rear Height :Slu;)LULUD:)lei u raLpo ❑ sguaur ,nba� o,3 luaLro laaW ❑ auoz A4 pajmbau azls roved laaW ❑ of pea p."suoo 0 '(£2 abed sdeW Jo LT Moog of joud papuooab sdeW) aoueu!pio lol uo!s!n!pgnS plo W!M 41dwoo ❑ '(luaugsnfpy au.n lot/uopeoyddy rafua a jo uawdo puad lou s! sau A4rado,d ssoae uo W J ] IanaO PUe1 a'a5) Pall 11 p ruDsuoo ❑ •(uopeDl dde joj uolswa 5u,uueld aaS) aoueadwoo jo aleopiao a u!elgo ❑ aLp JoJ lenadde jo suoppuoo jo 'ou uoppuoD Qm /,,dwoo ❑ Paao uogearo ap,nwd O ssa»y,e5al /Ajuaq ❑ ,aue e6a d I l /juaA ❑ 1pmad jo aDuensslud W W eLUu.! u LOB` ,l :xOO8 -- apo,g :lol :6ujpim-ow jo alea deWag :sluawwoo Sall ❑ ON[] :wpm Paaa mil sriepUelS /luno tRm salldwoo . :aweN,Peob'sak ❑ ON ❑ :peob pau,eluleW Noll9nd uo Oftuoid Rued saA ❑ ON ❑ :paAnbab ssamy le5al :awanjab paaa SPA [] ON ❑ :Pap,nad ss=V 1e5a1 :uopeao jo oleo saA ❑ ON ❑ SaA ❑ ON ❑ SPA ❑ ON ❑ (pmw/p ouco) ue,d a5eum4 aQ51RM paleu5isaa p;upboV lNepuro am Urop5y 0-71Ma a�.� jmmad _y :MOM luawdo,anao pUel :MaM l!wiad PM :MOM ln=d opdas htlf t, -A; . 028-090-011 PERMIT#97-1083 ARNDT, Donald L. * -�- Y�2d Rolling Oaks -.Ln., Bangor Temp Ele For Well & Lot Devel + OFFICE COPY lAdd,e r Meter By Date ED Metereter By By !7 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) I APPLICATI6N AND PERMIT .loyaL ASSESSOR PARCEL NUMBER028490--011 /, ' ZONING A 20 BUILDING PERMIT OWNER DONALD L. ARN TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3286 OAK Cr Bulgy ONT, 94402 CONTRACTOR'S NAME r TELEPHONE ' CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ROLLING OAKS LANE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TW ELE-C FOR WELL & SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other • Describe Work: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ..A OR LESS 23.00 23• Ou 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 1 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. O 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO 3.50FT. NMESrIDT ANC' CIRCETS @7.50 FOWER APPARATUS .11N. SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES .00 BAL @ 1.50 Ex. Occup. ouTLEETS REESSID.1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 N PERMIT FEE $ 66.00 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 Carrier workers' compensation insurance carrier and policy number are: MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 with those provisions. X _—L. ►+-.,`-` Date- % ' /�_ -Sign e of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP I FLOOD I 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. I. Bim., ,,� Date/�q 7 Y PERMIT EXPIRES ON �'2�--1f? I Date Receipt No. 2LU9/ - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I .,/ COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75419r)�` �PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Qg3-) ASSESSOR PARCEL NUMBER 028-090-011 , ZONING A 20 BUILDING PERMIT OWNER DONALD L. ARNDT TELEPHONE SO. FT. OCC. BUILDING VALU O N OWNERS MAILING ADDRESS 3286 OAK CT BELMONT, 94402 CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'SMAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ROLLING OAKS LANE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TEMP ELEC FOR WELL & LO 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GW @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service "OoAORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Layv 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 this12 reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a C.BLDS. SO 3.5¢FT: NEW CONST.MULTI-OUTLET NON-RESID. ANC CI c @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 O 1'00 BAIL p .50 NS Ex. Occup. ourLEEDRESTs D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE s 66.00 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 with those provisions. X• �`_ Date �� — IL15igikature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I 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 indic d above or which fees have been paid. By G �jDate T �9 2 PERMIT EXPIRES ON ✓'2/ —/ g Date Receipt No. 222097 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION .3 COUNTY CENTER DRIVE - OROVILLE,,,CA,LIFORNIA 95965 - TELEPHONE 1 538-7541 PERMIT APPLICATION DATA SHEET OWNER: -�°:�; �11 ASSESSOR PARC ER: Proposed Buil ing Use: Building Inspector: Date: At time of permit appliciiioO was advised the following data must l;e_sruT3&4ied prior to permit ir6cessW and/6r issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the'.preparer of plans. ------------------------------------------------------------ 0 3. Complete plans, 3/4 sets: signed by the preparer of plans. ----------------------------------------------------- ❑4. 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. ---------------------=------------ 117. 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. 11 ❑ 12. California Department of Forestry plan approval/fees.----------------------------; ---------------------------- ❑ 13. Flood elevation certificate. --- ------------------------------------------------------------------------------------ ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------ 7 ------------ 0 -----------------------------7------------ ❑ 15. City of Chico plumbing permit. - --------------------------------------------------------------------------------- 0 16. Plot plan and business license approval from the City of Biggs. --------------- --------------------: ---------- ❑ 17. Planning approval for (A) Use:'(B) Parking: -------------------------- V^ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for wa construction approval prior to occupancy).' -- Pre -inspection for D required Request to Building Inspector on o� (Date) 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------4:;16-q 1 ���- 022. Workers' Compensation carrier and policy number.----------------------------------=------------------------ E123. Owner -Budder Verification (Given to owner El, Mailed to owner EI) - ----------"--------------------------- ❑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 $ .--------------- ❑ 3 0. Other: ------- When you issue a pe it, process as follows 0 Mail to owner, ❑Mail to actor. 2ieiephone and hold for pickup a office. ❑Deliver with inspector. 4 kt" Applicant:, ',,,�/, 4"_O� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:' Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy _ Department of Development Services, Building Division. O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide a major labor and materials for construction of the proposed property improvement NO ❑ I HAVE ❑ VE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: f- i - � % 0 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- l An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are' subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Oiuner-Builder Information is required by Section 19830 of die California Health and Safety Code. OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, (;alifornia 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �r-�^Q _. �-y� O g1 ll�Jp�-00 �J`"l lJ zONNG BUILDING PERMIT OWNER O TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER NG ADORE//D CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS nQ CA Ln Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDN6gNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ OtherA 4 SPE ' Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 sewer 15.00 —Building Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oaL oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. 131 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 not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 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. Mein Service 2 TO 46.00 CCU000A NEW CONST. OWELLNG OCCUP. 50 EL OR "DONS. ( a ACC. S. 3.5CFT. NEW CONS MULTI•OUTLET @7.50 =RES,D. , POWELR APPARATUS a SINGLE OvrLET CIR. Ex. Occup. OUTLET OR FecTURES SAL @:50 FIxED APPLNs. OR Ex. Occu . ounETs .=. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 sc. Wiring 23.00 VA PERMIT FEE S 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 $ HAz. I D. FEES IMP I FLOOD CDF PARCEL I PD HD ISSUE 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 (aro) ReceiptNo. WHITE-D.D.S.-B.D. CANAR -A SESSOR PINK -INSPECTOR GOLDEN ROE -APPLICANT PRE -INSPECTION FOR r DATE TO INSPECTOR: A PEiU&T HISTORY: [ ]NONE [s FOLLOWS: TYPE OF OCCUPANCY: gUII.DING INSPECTOW S REPORT tg Description: [ ] Commercial/Usage: [ ] Residential/# of Units: Mobile Home: Yes[ ] No[ ] [ ] Currently Occupied. [ ] Abandoned/Vacant- r: [ ] Yes [ ] No Electric is currently : [ ] On [ ] Off Condition of electrical? • Natural[ ] Propane[ ] None[ J Currently On[ ] Off[ ] Obvious problems: ion: Plumbing working Yes[ J No[ ]. Well: Yes[ ] No[ J Potable water: Yes[ ] No[ ] Obvious Sewage Problems: C n Recommended: �Ssue [ ]Hold for:la _ Date• A -77 28-09-11 122-91 '7 fe!! 090 N T, Donald AR D w/s Rollin- Oaks Ln, next to last at end of road, Bangor Ag Exemption Permit (hay & equip storage) A�* "­ ui� A'. "'?gip rt r A -W Nw, j aY COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILL-E,;C.CIyFORNIA 95965 - TELEPHONE: (916) 538-7541 �— AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT N Il Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. '200 / / ZONING OWNER2PH ✓ N ` `) O NO. OWNER'S ADDRESS ,- 3P54l, D /< LOC T ON�O�Uipci �� JI l 05 o ,F cP k i f ,�,q,4 / /l;,,e Y USE OF BUILDING SIZE OF STRUCTURE / �jF 7 X _ ' SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME _—,X—STEEL CONCRETE —OTHER (Specify) TYP OF SIDING ROOF C UE,RING s/ cf FLOOR TYPE ESTIM TED COST OF qONSTRUCTION d -=� AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows- FRONTSOSIDES �� i ,_ / REAR C2 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. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $25.00 Receipt No. '"► 2 3 I L Signature of Owner The above described AG Building is exempt from a building permit. FLOG PAR L I ��J ROOFINfd' ISSUE Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant COUNTY OF BUTTE - DEPARTi1111ENT-OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEreAL50RNIA 95965 - TELEPHONE: 916/538-7541 / 1 PERMIT APPLICATION DATA SHEET ll Permit No. OWNER - j A. P. No. 28-096_ 01 k Proposed Building Use Gl CJ .E04Dfi. Building Inspector Date At time of permit application, I was advised the following data.must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans......... 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. -Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions................................................... ?.. . 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractors license information (No., Name Style, Classifications .. . 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other ApplicaG��'�`� ^' Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW AGRIGUL 1 URAL BU1 LNu CArJVI %J C� aricultural building is�n�d as follows: Agricultural building is luse farm implements, hay, grain, poultry, livestock, or other horti I a place of human habitation or a place of employment where agr packaged, nor shall it be a place used by the public. I . iESSOR PARCEL NO. 'NER 'NER'S ADDRESS G % 15G l- /tie, /V TIJ0N OF BUILDIg f 0� 00 1•" `• Cil L i Y1A ff 'l7 ►C�r Skil E OF BUILDING PERMIT N 1X a s cture designed and constructed to cuVal products. This structure shall not is Itural products are processed, treated, ZONING 7 PHO NO. / v °E OF STRUCTURE X i _ ��� SO. FT. 'PE OF CONSTRUCTION: t OOD FRAME—STEEL CONCRETE OTHER (Specify) P� OF SIDING ` ROOF CgY5RING FLOOR TYPE iTIMATED COST OF CONSTRUCTION G Buildings shall comply with the building front, side, and rear yard requirements of the applicable County rdinances as follows: REAR FRONT SIDES ,G Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. 4 Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet rom a mobilehome, and 23 feet from a commercial building. kG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated above and the proposed use onforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. rmit Fee - $25.00 ceipt No. y i" o Signature of Owner Tho ahnvp described AG Building is exempt,from a building permit. to - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLOOD I PAR L P.D. ROOFING ISSUE Director of Public Works By Date A4 �4 s' c 4-,v see y v sT Dvrl '0/2®eof-QT`( , Woo #oil 1; (SEE Pg. 23 FOR REMAINING PARCEIIS OFPARCELMAP)'- - - - - � I 20AC /2 //1 •� — � �� .4Or3 torr tor J tOr Q ivr l ; for J ,6 _ 1 � lI lO 20AC_ e. 20AC 0; 2OAC PM III - 74 aes_ae 1381. S ' �.r s K t c Assessor's Map No. 28-09 County of Butte, Calif