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068-360-146
m=--7:: _ - m Lu I V I L �m I I I I --t`i� _ 068-36-0-gW (� 00-2936 CARTER, CHRIS ,UCASTLE CREEK, DR., OR E CONTR: OWNER NEW SINGLE FAMILY 068-360-146n01-1130 SHANDLIN, STEVE IJ 22 CASTLE CREEK DR., OROVILLE CONTR: POOLS BY ]AY SWIM POOL 068-360-I 01-1395 CARTER, CHRIS 619, CASTLE CREEK CT. ORO CONT: OWNER POOL HOUSE " 068-360-146 01-2269 �• SHANDLIN, STEVE" % ^ 22 CASTLE CREEK;QROVILLE_ CONT: POOLS SOLAR HEAT FOR POGL'01`i1`30' NOTES RESIDENTIAL I— �68-360-146 01-1395 G I S ASTLE CREEK CT. ORO CONT: OWNER POOL HOUSE -00 - g3� S 4 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i !'JOB FINALED'(Date) ' Signature ./= OK 0 = Nqt OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s o ' g Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shlhg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / ' /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect rmg.; Sills -Anchors- Studs- Rttrs russes 8. Utility Clearance Siding; Nailing-Venee-Stucco-M 10. Roof; Shthg-Roofing i 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . MOBILE HOME INSTALLATION (Plans) OK except #'s O 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 1. .3. Gas; MH Test -Demand -Valve -Connector 2. 4. Electricity; MH Test -Crossovers -Breakers -Clearances . 3. 5. Drain; MH Test -Fall -Flex Connector 4. 6. Water; MH Test -Regulator -Connector. .5. 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. 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, COVER , CARPORTS GARAGES (Plans) OK except #'s o ' g Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shlhg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric rmg.; Sills -Anchors- Studs- Rttrs russes Siding; Nailing-Venee-Stucco-M 10. Roof; Shthg-Roofing i 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date O Card B-1 Date Card B-1 DateCard Date B-1 Date Card B-1 FINAL (Plans) OK except #'s 1. Setbacks -Easements i 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distance -GF] .5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.- Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. -Health Department Approval j 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 bate: Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date Underfloor (Plans) OK except ff's 46. 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 48. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Garage Fire Protection Framing 8. Piers -Fireplace Ftg.-Steel 52. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Raker Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 56. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except ft's 60. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 62. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 23. Fixture & Transformer Clearance -Ins. Protection Ext. Steps -Door & Sidelight Protection -Landings 24. Elec. Receptacles Spacing -Lights & Switches at Doors 64. 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 66. 28. 2 Appliance Circuits in Kitchen & Conductor Size GF] 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI G.F.I. & Bath Fixtures & Tub Access -Spa 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes O No 68. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. Stairs & Rails 33. Clothes Closet Light -Shower Light -Spa Light 70. 34. Smoke Detector 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tt's Elec. Outlets & Receptacles at Kit. Counter 35. A.C. Ducts Insulation & Support 74. 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 76. 39. Attic Access & Platform if Furnace in Attic 77. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Following Instld./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No 45. Headers & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Raker Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Comments at Final: 4: A1TY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIONQr' 139 5' 0. 4, 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068_360—Xk i ZONING AR BUILDING PERMIT OWNER IS TELEPHONE 532-9565 SO. FT. OCC. BUILDING VALUATION 105 R 5!670.00 . OWNER'S MAIUNG ADDRESS PQ S OROVILLE, CA 95966495 C 6,435.00 CONTRACTOR'S NAME owm TELEPHONE - CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 12 105.00 ARCHITECT OR ENGINEER LICENSE No. Flin Fee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 93.60 BUILDING ADDRES" cAmz CREW cr.QRmim CA 95%G Energy Plan Checking Fee $ $ PERMIT FEE S 257.60 LOT NO. im sueDNISIONSNS1JE4p_-may i 8_0 PARc64'"�• 4AC J PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF dt" Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 31. 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 lg�� Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other . Describe Work: NEW POOL HOUSE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W1 Q20.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee - 20.00 80 Main Service 2200A OR LEss 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I em 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 andTeffect. Y License Class / e) Lic. No. ~"� / �� / � OWNER -BUILDER DE&M'ATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, . will do the work, and the structure is not intended or offered for sale:- , ❑ I, as owner of the property, am exclusively contracting with licensed contractors tc construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so DWE200ALLING CCU000A NEW CONST. ( DWELLING UDS. NEW 3.50FT. (,1 2 00 cod MT.UAir"OU TLET NON -REBID. 97.50 POWER APPARATUS a SINGLE ovrlET CIR. Ex. Occu CUTLET OR FIXTURES 20 Q 1.00 BAL Q .SO Ex. Occup.. ounEtDrs AES.. °ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 {� PERMIT FEE S « 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' co pensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. r�' I have and will,malntain 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 57 1'e" A.' /../ Policy Number -"7 r9 7�/ (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 lawpof California, and agree that f I should become subject to the workers' com ,nsation provisions of section 3700 of the Labor Code, I shall forthwith co y with those provisions. ,. X F �- v ,r � ,. Date !!�.{ z natd—W"of Applicant - "Owner ©Contractor ❑ Agent ---f " Sig 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ U occ coINTYPE TOTAL FEE $ 392.40 HAz D FEES I P FLOOD CDF P CEL �l } HD ISSUE This permit is hereby issued under of the Butte County. Code and/or indicated above for ,which fees have %4 / By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. f= Date�� c Defe Receipt No. WHITE-D.D.S.-B.D. CANARY-AS'SeSSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -ATMENTROF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068--360-146 ZONING BUILDING PERMIT OWNER Chris TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNERS MAID ADDRESS -532-9568 PO Box 5055 Oroville CA 95966 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS 22 Castle Creek Court Oroville CA 95966 Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Renewal of BP#01-1395 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SIG W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service wov oR LEss 2ooA oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS In full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 N P Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO lOooA 46.00 NEW CONST.' DWE71.IN0 OCCUP OR ADDNS. ( a Aoc. BLAS. SO 3.5QFT; NENON-RESIDW CONS. . MULTI -OUTLET �a 7,50 POWER APPARATUS a sINGLE oLrtLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 O 1.00 Ex. Occup. FDLEDAPPLNS.50 OR oLrtLErs ESIo. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 valuationInspection of one hundred dollars ($100) or less.)❑ 1 certify that in the performance of the work for which this permit is issued, I shallCONST. 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 theiiA workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 50° 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 FES $ Home Installation Fee $ rEnergyFee $ TYPE TOTAL FEE $ o. FEES IMP FLOOD I CDF PARCEL PO ND ss UE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. le Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUI dING DIVISIOND/ 13 7 County Center Drive - Oroviilllle, C41ifornipamL95965 * Telephone ( ) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT --a ASSESSOR PARCEL NUMBER 0687360- ZONING AR BUILDING PERMIT OWNER CARTER, CHRIS TELEPHONE 532-9568 SO. FT. OCC. BUILDING VALUATION 105 R 5,670.00 . OWNERS MAILING ADDRESS PO BOX -0 503QV_ILLE-, CA q5966 495 C 6,435.00 CONTRACTOR'S NAME QWNM TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 12 105.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93.60 BUILDINIADDRIEnergy CASTLE CREEK CT. R V LLE CA 95966 Plan Checking Fee $ $ PERMIT FEE $ 257.60 LOT NO.RpM LL�illll SUBDIVISIONS T48_66 P�'D .%P4AC PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 31 7-00121.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ufilities ❑ Installation ❑ Other Describe Work: NEW POOL HOUSE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W 7,00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200. 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. tZ0y �y OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have dwill maintain a certificate of consent to self -insure for workers' co ensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. 0. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' corn erysation insurancearrier an olicy number are: Carrier Policy Number z 3 7 V (rhe 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 law f California, and agree that f I should become subject to the workers' Com sation provisions of section 3700 of the Labor Code, I shall forth�q*thoseprovisions. XDate _ Siqp=re of Applicant Owner Contractor ❑ Ageritt 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. SO OR ADDNS. a ACC. BLDS. 3.5QFT. 21.00 NOp}p ID MULTI.OUTIFr 97.50 POWER APPARATus A SINOIF OUTLET CIR. Ex. Occu ovnEroRFocruREs 20°'•00 BAL @ .SO FIXI Ex. Occup..OUT1ETS(RESI�OEAI 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $64 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE VN TOTAL FEE $ 392.00 HAZ. D. FEES VP X FLOOD CDF PI�jCEL X X T HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ab for `ch fees have been paid. 1f 61 By Date PERMIT EXPIRES ON (o Z b?/ at- Receipt No. WHITE-D.D.S.-B.D. CANAR -A S SOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT 'OF DEVELOPMENT SERVICE. -BUILDING DIVISION /t 7 COUNTY CENTER DRIVE'- ORO;E;�ALIFORNIA 95965 - TELEP ONE (530) 538-7541 ` _. .. 4 PERMIT APPLICATION DATA SHEET OWNER: f 15 t_r� I TP / �" ASSESSORPARCE _FP Proposed Building Use: l;<,L P4 +i,6 Building Inspector: T4-� Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 9❑ 1. All items have been submitted -------------------------------------------------------------------------------------- - -. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ �-+3 Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- �1. engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non-Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------ 10. Fees of $ ------------------------------------------------------------------------------------- ,✓� 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- --. 1 . Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval r 1 J�C,Health Department. ------------------------------------------ - �+ ❑ 15. City of Chico plumbing permit. ------ ---- --------------------------------`---------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (J- (B) Parking:-------------------------- &4 15�—® 1 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage gal Parcel.----------------------- �— ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy).---------------------------- ❑20. Pre-inspection for required Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. ------------------------------------------------------------------=-==---------- 6 025. 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. ------------------------------------------------- --------------------- E129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 1130. ------------- ❑30. Other:------- t �t } When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. f Telephone rt s Co(4 ei and hold for pickup at 5'-6q--2_3,U office. ❑ eliver with inspector. s 0 ( 0l�l l C i Applicant:. �,Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department,e . 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 d)Atxt'y%U 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 o phone, ❑ mail, ❑ Building Division counter, by D te: 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. 1 c E.H. USE ONLY Plot Ran Attachod Floor Ran Attached Sent to B.D. IF) t , ,TO:Building -Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner. Location AP# Plan Approved'for- Sewage Disposal Water Supply: Public Private Well Clearance forewelling. Other Hold final for: Final clearance O.K. for: NOTE: r7.A Environmental Health Specialist a 8/96 Z- /oi Date RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLF—X AAD MISCELLANEOUS ONLY ' i ,r . Owner. Building Permit Number: Plans Examiner: Linda Simpson A. P. Number:���p GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. oper description of work on the application xisting violations on the. property. Recorded notice of violation. Building permit valuation. LOTPLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc.. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑, Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: �. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 1.06.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net. clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4).. Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). . Habitable space shall have a ceiling height of not less than 7 feet 6 inches exceptas otherwise perautted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1)., 17 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). . GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 2.10). r Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be' used for. sleeping purposes, bathroom, clothes closets or in a closet or other confined space-opening.into a bath -, or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable;as a bedroom,; or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Codesection'304:5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). +4.—Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 . %iter closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all, loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: d Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof constriction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). orch header size(s). Typical header size(s). Stud heights. High expansive soil — special foundation design required. twining walls requiring design. 'Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement_ Construction gn requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be `designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. desi MISCELLANEOUS ITEMS: Staiiway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 6" 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). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). F ound requirements. nergy design compliance and supporting documentation. CDF responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. ❑ SRAFlood 2. ❑ Flood elevation certificate. / 3. ❑ Fire Sprinklers required CCC 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 Chris Carter PO Box 5055 Oroville CA 95966 B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Re: Building Permit # 01-1395 Expiration Date: 6/22/02 A.P.# 068-360-146 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building pen -nit has been issued. For your convenience' we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the office. Thank you for your prompt attention concerning this matter. Y.Qyrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments . Chico Office - 411 Main Street, CEco / 891-2751 r 5302.61"8580 Sep 17 01. 06:53a LOERKE INSULFITIOW CO.,INC 5308318560 p.l LOERKE, INSULATION CO., INC. INSULATION CERTIFICATE 28 Castle Creek Dr. Oroville -----•-_—Num- errand StCee , Citv Butte -. oAAu_m- r DESCRIPTION OF INSTALLATION 1. ROOF Material _ Brand Name Thickness (inches) Thermal Resistance (R -Value) -- 2. CEILING `Batt or Blanket TypeF.ber_glass__Batts.-....._-__._-____ Brand Name _ Johns Manville Thickness (inches 13" _,____ _ Thermal Resistance (R -Value) R-38 __ Loose Fill Type Fiberglass - Brand Name Johns Manville --.........._ - Contractor/s min. installed weight/ft sq. .65 1l,. - Minimum. Thickness 16.25" _inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 ---- 3. EXTERIOR WALL - Material Brand Name ---Qbna-Manville Thickness (inches)_ 5•S' Thermal Resistance (R -Value) R-21 _ -. 4. RAISED FLOOR .Material _.Fibergg ass�Batts ._ _ __ Brand Name johns Manville Thickness (inches)_ Thermal Resistance (R -Value) 5: SLAB FLOOR J PERIMETER Material _ Brand Name Thickness __ _. _ _ Thermal Resistance (R -Value) - Perimeter Insulation Depth (inches)._ - --- 6. FOUNDATION WALL Material,_--- —_—` _ Brand Name Thickness (inches)_______--- _ Thermal Resistance (R -Value) DECLARATION _ I hereby certify that the above insulation was installed in the building at the above location in conformance. with the current Energyy Efficiency Standards for residential buildings (Title 24, Part 6, Califomia Code of Regulations) as indicated the on Certificate of compliance, where applicable. . C.L.#499150 Item #s- LOERKE INSULATION CO., INC. Signature, Date —Installing Subcontractor (Oo. am Or General Contractor (Co. Nam Or Owner Item #s Signature; Dafe ---- -- Installing Subcontractor Co. Name) c General Contractor (Co. Or Owner ame) - Item #s Signature, Date — - _ -- -Installingg Subcontractor (Co. Name)) Or General contractor (Co. Name) Or Clwner r NOTES RESIDENTIAL z .,068-360-146 01-1130 SHANDLIN, STEVE 22 CASTLE CREEK DR., OROVILLE f CONTR: POOLS BY JAY tSWIM POOL 00 931v (cw) 1t . [T Y t_. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. " FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature VAL" ile V=OK 0 = Not OK - = NotAppkcable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Size -Spacing -Marriage Line 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /LPG Cert. of Occupancy 7. Well Clearance & Disconnect lu est -Water Supply Test 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, COVE , CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 oning Requirements -Setbacks -Easements "'2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ljoole'ibac -Easements '}• 2_-86',1s, Compaction -Structure Stability 3. bol Structure; Steel -Connections -Thickness Dead Men -Lining Elgc<;-Receptacles and Lighting, Distance-GFI Elec.Pool Lighting; 15 Volts-GFI ii 6 ec.; Enclosures; Conduit Entries -Terminals -Listed c. g.ofiding; Metal w/5' -Circulating Equip. -Heater rec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxe nclosures-Panelboards-Ins. to Main in Conduit e Department Approval lu est -Water Supply Test ight1Niche i Date Date and B-1 Date Card B-1 Card B-1 Date Card B-1 1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date 46. Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date -63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Combustion Air Baffle 18. Water Pipe; Test & Anchor-Nail Protection 19 D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform it Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration- Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s -63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95$65 • Telephone (530) 538-7541 P MIT NO. (Rev. 12/96) APPLI CATION AND PERMIT 0/v//30 ASSESSOR PARCEL NUMBER 068-360-146 ZONING AR BUILDING PERMIT OWNER SHANDLIN STEVE TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 30;000.00 . OWNER'S MAILING ADDRESS 22 CASTLE CREEK DR. OROVILLE CONTRACTORS �M POOLS BY JAY TELEPHONE CONTRACTORS MAILING ADDRESS PO - BOX 1137 GRIDLEY, CA 95948 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS - Total Valuation $ 30 000.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 291.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 22 N. ROUSTON CIR. TODT, CA Plan Checking Fee $ 23.00 BUILDING ADDRESS C.AqTT.F. CREEK DR_ ORMILE, CA 95966 $ Energy Plan Checking Fee29 PERMIT FEEEflin 4.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT 20.00 USEOFSTRUCTURE CX Duplex ❑ Mobilehome ❑ Other sPECIPv Each Trap Solar or heat um water heaterSF Water piping 15.00 Each as water heater or ventTYPE OF WORK [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW POOL MASTERED 515-97 Gas i in stem 1 - 5 outletsNew Buildin sewer Mobile Home S G w PERMIT FEE t 35,00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service .0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 S ommencing with Section 7000) of Division 3 of the Business and Professions Code, a2d my license isirn�full force and effect. �f j !l License Class [„� Lic. NO. / ✓��F3-{ii OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO ,000A 46.00 NEW CONST. OWELJNG OCCUP. OR ADDNS. ( a ACC. BLDS. sO 3.5¢FT. ►NiOON-, DT_ MULTI.OUTLET @7.50 POWER APPAMTUS a SINGLE OIJTLEf CIR. Ex. Occup. OUTLET OR FIXTURES @ ''50 SAL @ -50 Ex. Occup.. ouTLEEDTSA A ID.1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 0.00 30.00 PERMIT FEE t 0 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' com ensation insu�pce carrier and policy number are: Carrier Policy Number 2 G (The above sections need not be completed if the p rmit 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 with co N th those provisions. ,[ Date J —� _ e Applicant - ❑ Owner tractor ❑ Agent 4AHA 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 00 • HAZ. 0. FEES IMP FLOOD CDF PARCEL Po HD S Ve This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab ve r ich fees ave been paid. By Dat ®� PERMIT EXPIRES ON S ` �% - ate Receipt No. o� WHITE-D.D.S.-B.D. CANARY- S ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I E.N. USE ONLY Plot Plan Attached Roar Plan Attached Sant to 8.0. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan 'Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for �elling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health "Speciali 8/96 I U. - Date 146•x`' .� ti low. z for fkoj 5UTTE COUNTY i Q: ; BUILDING DEPARTME"T` i P' O V F V ,a/r4..++.. ., s w. w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT t1; ,-2, -T ASSESSOR PARCEL NUMBER P �c7G8-3v0-14v ZONING BUILDING PERMIT OWNER SHANDLIN SIFV'-; TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 22 CASTLE MEN' IDR. GeQVILLF CA CONTRACTORS NAME POOLS BY JAY TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 1137 GRIDMI CA 9 948 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 22 CASTLE CREEK DR. ORQVIE h 435C: ; �1- Energy Plan Checking Fee $ $ PERMIT FEE _ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 2,-,.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [ Describe Work: SOLAR HEAT FOR fWL IT'm 01-113n: Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s 43.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is V full force and effect. License Class Lic. No. % . R t� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO t 46.00 NEW CONST. DWELLING OCCUP. DWE200ALLING U OR ADDNS. ( a ACC. BLAS. SO 3.5¢FT. WW"9 NON-g61D. MULTI.OUTLET 97,50 POWELER APPARATUS IN. a SI OUTLET CIR. Ex. Occup. OUTLET OR FDnURES 20 BAL @ ' .SO LIIS Ex. Occup.. oinLEEDrs AES,6 0.11A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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' com ensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP_ $ Policy Number / (The above sections nee not be completed if the p rmit 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' compensa 'on provisions of section 3700 of the Labor Code, I shall forthwith comply h those provisions. Date " l,2 "49 ` — Sig urpq Arplicant - ❑ Owner ❑ Contractor ❑ Agent ASH permit is required for excavations over 5'0" deep and demolition or construction of tructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 I.A D. FEES IMP I FLOOD I CDF PARCEL I PD I HD 55UE 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 B` * I{ pate Y ' PERMIT EXPIRES ON Dela Receipt No. 332142/43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEN- SERVICES - BUILDING DIVISION 7 County Center Drive o Oro`ville, California 95965; • Telephone (530) 538-7541 � a -aaPER T NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER X068-360-146 ZONING BUILDING PERMIT OWNER SHANDLIN STEVE TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS ' 22 CASTLE CREEK DR. OROVILLE CA 95966 CONTRACTOR'S NAME POOLS BY JAY TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 1137 GRIDLEY, CA 95948 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 0 ARCHITECT OR ENGINEER LICENSE NO. I Filln Fee $ 2 0.0 0 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS 22 CASTLE CREEK DR. 095966 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap Solar or heat pump water heater 7.00 23.00 23.00 SF CX Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Building sewer 15.00 Describe Work: SOLAR HEAT FOR POOL BP# 01-1130 Mobile Home S G W 920.00 PERMIT FEE $ 43.00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isjp isfull force and effect.POWER License Class — Lic. No. 7 3 t1 4<,8 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Mein Service WDA TO 1000A 46.00 NEW coNsr. DWELLING oCCUccuP. 2R DONS_ACC. BWSr DONST. ( so 3.SQF°: CAD NON ..NS M c @7.50 APPARATUS SINGLE OUTLET CI R. Ex. Occup. OUTLET ORFDRURES 20Q''00 BAL O .50 Ex. Occup..FIX Ra D,o� 5.00 Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 Misc. Wiring 23.00 ❑ 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 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 WORKERS' COMPENSATION DECLARATION Heating —Cooling 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. Hood 6.50 Ventilation ❑ 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' nsation iasurance carrier and policy number are: Carrier PERMIT FEI= $ Mobile Home Installation Fee $ Policy Number ZZ 644042 (The above sections nee not a completed if the p rmit 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 should become subject to the Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 43.00 0 NAZ. D. FEES IMP FLOOD CDF PARCEL pp ISSUE workers' compensa on provisions of section 3700 of the Labor Code, I shall ' rthwith co those provisions. This permit is hereby issued under the applicable provisions Date ���Z _ of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Sig ur fpplicant - ❑Owner ❑Contractor ❑Agent A SH permit is required for excavations over 60" deep and demolition or construction o structures over 3 stories in height. By PERMIT EXPIRES O Date 9 / —o ReceiptNo. 332142/43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date 5 /. NOTES RESIDtNTIAL. S A 068-36-0-114 00-2936 At ! C TER, CHRIS c�a _ -t��,rASTLE CREEK DR.,:OROVILLE CONTR: OWNER NEW SINGLE FAMILY i 1!� . R. - 1 Y SPECIAL CONDITIONS- SRA FLOOD CERTIFICATE REQ. PIRE-SPRINKLERS REQ 1 "` ,yam , USE PERMIT CONDITIONS IL, SUB STANDARD HOUSING LETTER SPECIAL INSPECTION ITEMS VERIFY h� 1 . L i =tl OFFICE COPY E :'Address GAS Meter By Date ELE C Mmv, By .frn_Pat + dc Reter 'ELECT MBy Da r� B FINALED (Date) Signature CHECKED BY. • 0 /c= OK ' 0 = Not OK. Date - = Not Applicable -MOBLE HOMES ` = Not Ready Date Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1.. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location=Test-Easement Needed (Sketch) 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"1t./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance - MISCELLANEOUS Date . DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 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 Roof; Shthg-Roofing + Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i MISCELLANEOUS Date . DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils•Size-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -.Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-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 , t 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining f 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit if 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche r Date Card B-1 Date Card B-1 . p Date Card B-1 Date Card B-1 i J = OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date erlloor (Plans) OK except #'s Date FRAMING (Continued) Aelo ' -Setbacks-Easements-Flood-Slope Han rs-Post Caps -Anchors -Connectors tg. ain; Soils-Elec. Grnd.-/ /- Ftg. Depth 4 ling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Tru ss- Shting.-Ring. tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Type A Flue -Fireplace Throat Clearance 4. Fig., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold "s and Special Anchors Slab, Steel -Wrapped 8. Pier replace Ftg.-Steel .W. .; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date - /' b Card B-1 Date Card B-1 Dat Card B -1Z jF Date Card B-1 Dat PLUMBING Permit) OK except #'s U1. Water Htr.; Vent -Access -Combustion Air Baffle Wat r Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection Sower Pan; Test, First Floor -Tub Access Test T b & Shower, Second Floor -Tub Access 2as Pipe; Sixe & Anchors Date 0 6/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection EI . Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 26 Romex Installed Close to Edge of Studs & C.J. %067. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI 2g. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. E . learances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Bate Card B-1 Date Card B-1 Date M CHANICAL (Permit) OK except #'s A.g.j2ucts Insulation & Support Vent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade tw-ru—mace-vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sill Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Firg,966ps, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing 96e!Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles drm. Windows or Exiting Doors -Sill Ht & Dimensions Garage Fire Protection Framing operty Line Firewall & Openings 153- c oors-One 3' -Check Garage 3rd Story, 2 Exits t� m -Rise -Run -Landing -Fire ProtectionRise-Run-Landing-Fire Protection r ywood on Roof Overhang -Attic Vents -Rafter Outriggers eer �-9 0/ Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access I ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Brace Interior/ xterior Wall P 6'.. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Dat Card B-1 Date Card B-1 Date ® Card B-1 Date Card B-1 Date FINA (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedr xiting .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails ace or Stove,Clearance-Hearth Elec Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure GR"A.,C,Duct in Garage -Damper 7. tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection ,72,f!nulation- Foam- Looked in Attic eck Construction -Post Caps 81 F, wl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive — J NoM.Iks s J No/Planters J Yes Stucco Bro ms C. Unit Disconnect, Electrical -Plumbing j8 ents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Peel, Electrical. Plumbinq Elec. Trim, G.F.I. }aa!Ventilation Throughout House Glasssotection orrections from Previous Inspections Ga Test -Meters Tagged, Gas -Electric Wafer & Sewer Connected -C/O to Grade -HD Approval ]C40"Tgergy Compliance Certificate -Other Certificates Posted Date Card B-1 Date Card B-1 Date Card B-1JW Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 Id CORRECTION NOTICE 00 s I e"" CEJ — Z-'1 -4 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont _t this office immediately. C> 4^ C B. ♦ p -i.. ✓ ( -ej YLaJ L i lo- -L i Date q/ 7 �� Inspectors REV 10/92 COUNTY OF BUTTE BUILDING DIVISION 3 . DEPARTMENT OF DEVELOPMENT SERVICES _ - 411 MainiStreet • Chico, CA • (530) 891-2751 } 7 County Ce�fter Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. r A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is . ' completed. If you have any questions pertaining to this matter,:or need additional explanation, please co act this office immediately. /. -'Pt/ 11c,t A �L , r /L I v t — PZ f Date 3 /1S Inspector REV 1104/92 ���- - +a .. ��'...ag�•Nr.Vra.r.-Til >'..., COUNTY OF BUTTE >� <' BUILDING DIVISION ..... DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 f=` 7 County Center Drive • Oroville, CA • (530) 538-7541 [ 1� CORRECTION NOTICE OWNER PERMIT NO. A_routine inspection indicates that the following violations of butte county Ordinances exist at the <''• above address and should be corrected., Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �— �CJIi.,�. lE V ioTsSa. try �`• 'YY . ��: •_ Date � h Inspector <uv REV 10/12 (Rev. 12/96) • COUNTY Of BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cbunty Center Drive • Oroville, California 95965 • Telephone (53 . 538- 41 PERMIT NO. APPLICATION AND -PERMIT ASSESSOR PARCEL NVn-360-114 PT ICJHRIS ZONIft BUILDING PERMIT OWNED CARTER TELEPHSig9-2343 SO. FT. OCC. BUILDING VALUATION 2543 R 137 322.00 OOMEWS "AILING AT6ssBOX 5055, OROVILLLE 95966 868 U 15 624.00 E CONTRACTOR'S NATHRIS CARTER CONSTRUCTION TELEPHONE 0 C 4 940.00 CONTRACTORS MAILING ADDRESS �Y CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 157.886.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 842.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 547.60 BUILOINGADDRESS 22 CASTLE CREEK R DR, OROVILLE 959606 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1433.10 LOT NO. 5 1 SUBDIVISIONS NAME PARCEL MAP 148-66 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 70.0 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IF 11 RR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service 200, OR LESS 23.00 . 3 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. t Q / License Class Iil /i Lic. No. V `7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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. 91,11 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 �5_"T(- f-aLVQ Policy Number -7.2 0 V:7y (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 should become subject to the workers' compe ation provisions of section 3700 of the Labor Code, I shall forthwith Sgooly with those provisions. X Date �� b d Signature of Applicant - )Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 46.00 WEE200A NG SCC000A NEW CONST. DWEwNG occuP. OR coNST. ( 3.5QFG: EW Muircou NOµRESID. u 97.50 POWER APP,R,TUS 6 SI NGLE OllLLET CIR. Ex. Occup. OUTLET OR FocruREs 20 (9 1•00 BAL o .50 LNS OR Ex. Occup. OuTLEEDTs A DD) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 162.00 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 1 30.00 Cooling GAS HEAT 15.00 Hood 6.50 6.50 Ventilation 3 4.50 13.:50 PERMIT FEI S 85.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R coNsT. TYPE TOTAL FEE VN 1876.10 HAZ. D. FEES IMP X FN`ao X CD X PARCEL X PD H SUE This permit is hereby issued under of the Butte Coun Code and/or indic ab a for hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ate Receipt No. 3092 2 . WHITE-D.D.S.-13.13. CANARY -ASSESSOR PINK-INSPE OR GOLDENROD -APPLICANT \` 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 5 - A.P. r ' PROPOSED BUILDING USE DATEtl _ RECEIPT # DATE REC. BUILDING PERMIT FEES��L� ' --Balance Due.................. :........... '............... r --Additional Fees Due............................................ $ " --Additional Fees Due............................................ $ , -- evised Plan Checking Fee............. :..........:........ $ ` 0bL14 S - SCHOOL DISTRICT FEES (pa' t District Office) SHERIFF FEES (paid at Building Division) Residential.................................... x $360.00 = $• Units ` e' F � n Commercial (sq. ft.) ...................... r x x$0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ > # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. = 5. RECREATION DISTRICT'FEES THERMALITO DRAINAGE DISTRICT FEES' I$510.00 (paid at Building Division) W7.,` SRA FIRE INSPECTION AND PLAN CHECK /C2_ /00$89.00 (paid at Building Division) U 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ' At time of permit application, I was ad sed the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during, the plan ing process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 101 above may ave 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. 6/00) 1 .� ,.�.-�1txa� ; � ' ; ,r�"1"+ : ,.�'_•��.l�iL;2v�. �r �,. i�:y i,74'� t�i'yF'g�` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILD�I#IVG DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHON(530)�538-7541 PERMIT APPLICATION DATA SHEET /� OWNER: ASSESSOR PARCEL ER: Com/ Proposed Building Use: C Building Inspector: Date: 0 At time of permit apphcaiFnAas advised the following data must be submitted prior to pe 'processing and/or issuance: Date Received By ❑�.�11 items have been (/ submitted .--------------------------------------------------------------------+---------------- �of plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ plete 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. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ ------------------------------------------------------------------------------ Impact fees as shown on the attached schedule. --(ees. -- ----n=th---- 2 California Department of Forestry plan approval/ `3 W4. ood elevation certificate . ------------------------------------------------ ---------------------------------------- --------------- 1 anitation and plot plan approval Health Department. ---------------------------- 2 Ag ❑ 15. City of Chico plumbing permit. ❑ 1 . Plot plan and business license approval from the City of Biggs. ------------------------------------ ---- ---- �K 7. Planning approval for (A) Use: (B) Parking: j---RZ-_ ��_____ 18. Contact Land Deyelopment about Improvements, ❑ Drainage, 04Cegal Parcel. 6M9----- �/ M 4 ❑ 19. Encroachment Permit for driveway (constriction approval prior fo occupancy). ----------------------------- 1-120. ----------------=---------- ❑20. Pre -inspection for required. Request to Building hispector on ate) ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------- -------=------------- ❑22. Workers' Compensation carrier and policy number. -------------------------------r -=-- =---=----=--________ ❑23. Owner -Builder Verification (Given to owner 11, Mailed to owner ❑). -=-------=-------==------------------- tter of signature authorization. ---------- ° ---------------------------------------------------------------------- 5 . 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. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: you iss e. a rmit, proce s follows ❑ Mail to owner, ❑ ail actor. Telephone 3 and hold f6r pickup a offs Deliver with inspector. Applicant: // a%!/ Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire DepaVent,,pOther: 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, Silding Divisiodcounter, 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 Div on counter, by Date: Plans reviewed by: Date: Plans approved by: Date / : - 0 Sets of plans on hold in 0 Plan Cabinet, 13 A.P. folder. Note transfer by: Date7 '= t�'- .I J 1 E.H. USE ONLY i A ji (Plot An Attached Floor Plan Attached T Sent to B.O. IZ / D l TO:. Building De rt' nt FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for3welling. Other Hold final for: Final clearance O..K. for: NOTE: Environmental Health Si6ecialist 8/96 ` Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM _ '(One form per Building) Ore v School District �- l/ Building Department No. /• A.P. Number ��� r �'P� Jurisdiction: 0 City County Property Owner Property Location/Address Subdivision Lot No. .............................................. ..............................................:................. Residential Development Sq. Footage �s No'of Living Mobile Home Addition/ "Supplemental to (Group R) units, Installation Conversion Permit # *(No foundation inspection): €................................................................................................................... Commercial/Industrial New Building Department Representative Addition A o dans UIsincl District Identification No. School District certifies that -9 Z . ,I (Street Address) (City) has complied with the requirements.of Resolution No. representing, 3 square feet. r School District Representative Sq. Footage (Including Exterior Roofed Areas) 9= (Applicant) (Phone J (� (State) (Zip Code) by payment of $ As— AB 2926 $ FULL MITIGATION $ Date Paid by Check # / Remarks: 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 Califomia 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 A APPROVED- CONDITIONALLY APPROVED ❑ ❑ RESOLVE PROBLEMS PRIORTO APPROVAL -- Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No '❑ Yes Applicable Setbacks: ❑ Accessory Building Use PERMIT CLEARANCE Permit#: Fre Prevention Date U `(Q 0, Generd/Informab�on V 5 B AP#. ( Owners Name: Parcel Acreage: 10 . q. 7�, Q,c Owners Address: . A !� ®,'���. Building Site Address: �CLL�-�" Rear i Prop L%kInformation 7) ' Heiaht Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory . ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic -❑ Well• IlOther ? Zone District: ' Date of Zoning Ordinance: General Plan: L Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No s. ❑ Yes Violation Area No ❑ Yes , Specific Plan, No ❑Yes ❑Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use Floodplain - No -Yes // ❑ Zone: Panel Number: ®lD Q8 (`(Q'�� (' No Watershed Protection Zone ❑ Yes Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No '❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zohinq Code Street & Highways Fre Prevention Subdivision Ma Front V 5 B Side f � Side, street Rear i 7) ' Heiaht Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Pian (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes �, ❑ No ❑ Yes ❑ No ❑ Yes (5(j Map Date of Recording: —Q rug,, �, 7 101 i� `f Lot: Block: Book: Page: IU?ftl TSS c9AtcV¢1��3 �TI�F�c� q. 7Phi e- vt,, &A -T- (c�-r6.11y Conditions That Must be Met Prior to IssuancW Permit C Cc ry ��g Iv,vi �g ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: f- 0 .4,0 �1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner:Building Permit Number: Plans Examiner: Linda Simpson. A. P. Number: 7 - GET :GENERAL: Zoning requirements - (number of permitted living units). r Plans signed by the designer. Proper description of work on the application - -4-- Existing violations on the property. fir. - Recorded notice of violation. . _,6!F3uilding permit valuation. PLOT PLAN: Complete parcel size and dimensions. -2-:- Setbacks, side yard, easements, etc. ' .;3? Other buildings or structures. _.:�_4- Grading, fills and/or drainage. L , Flood hazard —6:. Special conditions on Parcel Map: , Noise ❑ . . SkA_\Fr Fire Sprinklers ❑ Water Tender ❑_. Traffic and Drainage fees ❑ -Federal Aid Route a_n&or Federal Aid Secondary Route setback requirement 8! uilding or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). _ Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor, (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). . Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 14----W-ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or'other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0): X10. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical,Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). . . Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 I 45— Water closet clearances (Uniform Plumbing Code 408.5). ,fonhower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must'prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover'sheets of calculations. lerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). r construction details complete enough to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). ypical header size(s). Stud heights. 'gh expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). RoofTitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). F6am insulation — 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). 'r --Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). . S`ound requirements. .—N—.Energy design compliance and supporting documentation. 0. DF responsible area requirements. BUILDING PERMIT REQUIREMENTS: _ 1. SRA. / �1,i 2. �[ —Flood elevation certificate. O v'�( / 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 2 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 ro PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans,.please complete the following information and return this form with your re -submittal L' 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 valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your 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 UTTER AND RETURN WITH REVISED AND ORIGINAL taL&mc OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER zz-," IRESPONSE FOR PLAN CHECK LETTER DATED: Il l 24 cf (W-0 L. S PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: C-3 /� L'�W) COMMENTS: -:SGdl Tla-27 E5 AC -4 k7) (QkQeL zz-," PLAN CHECK ITEM # ) RESPONSE ' �BY: n` ,` A� A V v � `� V " l_AJ u Yv& "/ LOCATION ON PLANS/CALCS: C-7 COMMENTS:Z E -u t LAT TC `Z Y,T S zz-," LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: December 27, 2000 Chris Carter P.O. Box 5055 Oroville, CA 95966 •• .Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-360-114 _ Building Permit Number: 00-2936 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as foll , ws: Per my last letter, have Land Development and Planning sign off on this project concerning Parcel Map requirements. Per my last letter, a gas water heater may not be located in a pantry/storage closet. It must have its own compartment. Per my -last letter, please provide the location o t H AC equipment.- If the furnace is in the attic, provide a truss detail for this load. PART - I1 The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1225.50 2. Pay impact fees: .2-t Complete.and return the Butte County School Impact fee certification form. 2.2. Sheriff fees= $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 5 1 of 2 If you wish to discuss any requirements in PART - I; you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner, m 2 of 2 December 18, 2000 Chris Carter P.O. Box 5055 Oroville, CA 95966 Department of DevelopPent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 068-360-114 Building Permit Number: 00-2936 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1) The following Parcel Map requirements must be met prior to issuance of this building permit: a) A construction storm water permit is required from the State Water Resources Board. Please submit this permit to the Public Works Department and have them sign off on this item. b) Vegetation removal must be approved by the Department of Fish and Game. Please provide this approval to us. c) A plan of existing on-site mature trees must be submitted to and approved by our Planning Division. d) Have Land Development and Planning sign off on the above items. 2) A gas water heater may not be located in a pantry/storage closet. It must have its own compartment. 3) Please provide the location of the HVAC equipment. If the furnace is in the attic, provide a truss detail for this load. 4Trusses A6 and A7 have a note stating that "hanger connection not found.... Provide connection." Itis up to an architect, engineer, or Longfellow to design these connections. Truss E2 has a point load.of 5522 pounds. An architect or engineer must address any load V over 4500 pounds, arida footing designed"to carry this load. 1 of 2 PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in.the amount of $1225.50 2. Pay impact fees' 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner T ° MICHAEL MOONEY _ 5AM�DRONEAVE. CIVIL ENGINEER OROP7LLE, CA 95966 RCE 20647 r (530) 533-2131 FAx 534-0902 Butte County December 26, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Chris Carter Permit # 00-2936, I have reviewed the truss calculations for this project, and recommend that a 24" square footing be placed at both bearings of truss "E2". Trusses A6 and A7 may use.Simpson hanger �HUS26" at bearing at Girder truss. i Thank you for your consideration. Q OFESS�ON.� EL - Yours, Michael Mooney My license,expires 9-30-01 M N (SHAMI 130 -CARTER / SHA)IBUIN SHAN1130--CARTER /A3A 32' `) THIS G616 PREPARED FROM CONPUYER INPUT (tOADS d DIMENSIONS) SUBNIrlFD BY 7AUSS rtfR. FOOT CNORO 2x4 DF -L #1 IN LIEU OF STRUCTURAL P4NELS OR RIGID CEILING USE PURLINS; TO BRACE LJ Ca0R0 21c4 OF L 1 TC @ 24.00" OC. BC @ 72.00. OC. Q lIE85 2x4 DF -L Standard a �' DEFLECTION MEETS L/2.10.00 LIVE AND L/180.00 TOTAL LOAD. LAfES OE5tG11E0 FOR GREEN LUMBER PER WS -97 FABLE 7.3.3. IIRUSS l0 PSF 8C LIVE LOAD PER UBC. SUPPORTS 2408 NECH UNIT• UNIT CENTERED AT 20x6.0' SUPPORTED AV TC -- N I it!lOTH,2.4 • l);,S UPP_OR,TED —B Y._3—TR U S SE S CV CSA O O M 00 11 W5X6 e x tai 412.5X4 9 412..5;(4 W3X6o An W1.5X4 0 6 r— —I 6 W1; 5 X 4 4i a- L�i1 ix o. • __j q _ 04 412.5X4 0-5.1 A}8 0 D CD / l' W3XB�i W3X6 Al k2.5XA ( ) _ - 413X6 (81) `j W3X6 a 1600I 15104 Cyd A-PPRd 31-10-4 Over 2 Supports 1 @/ . R-1143 ?11, 75" PLT TYP..Wave TPI -95 R (y)DesSgn Criteria: TPI(STD 19. • CA l f Scale —.18]5• Ft. � , r( • •'VAON IRG•• 11USSEd RfWIN[ l3 TpfN URf fl rABpICATION• 11AAG I.E. SHIPPING. HNSTAIIG AND BR4CIN6. ptl(:1 IO NID-91 1,10,1401, INC. IlSTALL(NG AND 3RACIN61. PUBL( AW 9T rPl I1AU33 ►IACE (N$TI IUt[, fad O'ONOrtlo OR., SLIM too, HAOISON. VI 17/191, /UN fY IAIT PRACII[t3 PRICA to - E TC LL 16.0 PSF REF R427--53013 O v (0 - P411F0oN1.1G WK /4YCIION3. IIILLSS OIYLAN111 1.101CA140, TOP CHORD SHAY *At[ PROPfAtl AIIACYID • 11AUCIOIIAI OWLS. 80ITOK C1100.0 SHAAI HAITI A ISOP(Re'f AIIACII(o R161D C(It IMG. •INPORIANT" FURNISH A COPT Of IYIS Dt%t&n 10 INl •9ROoOG13, �• TC OL 10.0 PSF GATE O1./ 1 L /01 _;.. Q ,_,..• INSIALLATIOA CA.tI11AC1OR. AUP ( (AWIL(((0 1ft. fNAll /O r'B( iim.ste,, !Op ANT o" IAIT IDH loom IHIf UtSIGN; 491 rAlteac 10 f' BC OL 7',0 PSF DR41 CAUSR�Y/ 0{al{012 , C11 0 ALPINE 1111110 LIl IAUSf[f 111 COI 'If0Nt3 YI INi9, l: CA IABRIC A 11 A6• AANDLIAtl• SHIPPING, 1.1ftALe' IT6 AND " cIAG or ItuSi[S. Iltlf OLSIGN COYIOM WIN ADPLICABIa PROY(lloltof No% (,VAIIOVAI 91SIGR- r 70 8C LL 0.0 PSF CA -EBG TSB/CVC . ANDPAPIAt Me S►IC(PICAI ION PNA AUTO . ItIIII SUl OM 1NIS'.ORAYIIf IaDICA1l1 Atxf01Alf1 of 1101(13IoNAI OUR. FAC. 1.25 FROM GA AIPIIIL � �� Products Illi 1NGIf(t11M6 t(IPOAII/Il1IY toe' let 149 IHf SAMS CoH:AVMNI OC.IGN SNOY/. it(, fUl IA8Il CIT 410 USf Of fd1S 0,e /l BacTnmmlgCA9S82B LL COHP011Y1 !01 ANY 1ARSICYIAN 811110116.11 LII At"'11610IIAll 01 I.I( fultolNo c4SI6111, It0, 4111111►1 11991 crmt t. SI 14YRRR SPACING: 24.0' M M (SHAM)130-CARTER / SHAHBLIN • SNAM1130--CARTER /A4 32` T TOP CHORD 2x4 DF -L 01 Q) BOT CHORD 2x4 DF -L 11 THIS ONG PREPAQ(O FROM COMPUTER INPUT ([OARS LY -LIP a WEBS 2x4 DF -L Standard IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLIRS: TO BRACE TC @ 24.00* OC, SC @ 72.00' OC. RTES DESIGNED FOR GREEN LUMBER PER I4DS-97 TABLE 7,3.3. DEFLECTION MEETS L/240,00 LIVE AND L/180:00 TOTAL LOAD - r10 PSF BC LIVE LOAD PER UBC. TRUSS.,SU�PPORTS'"240'#-' fECH UNTT ?UNfT-CEIITEREO.AT 20 $-0;. SUPPORTED BY �I TC., -UNI N.IDTH-2 4 0;-SURPORT.ED-BY 3,TRUSSES..� 0 O t7 00 O M Ln X ; <r LL W4X4— 412.5X4 s O - ce I, LLI a m p J a. O lwi N1xB(Al) g W5X8i WI.5X4 18 Z CD . =4 A 413X6(Al) m90/v I.AI-/3/-I'/-/r TC LL 16.0 PSF TC OL 10.0 PSF 8C.DL 7.0 PSF BC LL 0.0 PSF TOT:LO. 33.0 PSF OUR JAC . -1.25 SPACING 24.0" Scale -.1875"/FL. REF R427--53016 DATE 01/11/01 DRV CAUSA427 0/011043 CA -ENG CSB/CWC SEQN - 53506 FROM GA U 1 16-0-0 - 16.0-0 p d 9-4-12 9-1-4 13-6.0 t 32.0.0 Over 2 Supports .LO 4 - R-1114 U-3.5' rl. R-1156 W-1.5' O v f' PLT TYP. Wave TPI -,95 11 Dest n Criteria: TPI (STO) L9.Ob2 ..� —HARMING" MASSES Ir0U1R1 CIFR(N( CAL( IN FA49ICATION, AANCI 116. SN WPIAO, INEFA1l INc AND _ c) O 11RAC1N6. Aird 10 "13.11 (HAAC1 INS IA11AL5AA6 AND BR-ACINe). PUe11f810 NT IPI. IALUSS FLAT( V • 1,1Sr)IUT(, S/0 0.011011110 OR.- Vill( 200. 4001SOM. rl !7115), FOR SA/ETT FAACII(IS PRIOR TO 21A I CANING (NESE IUICIIONS. -J0fM(RWSI 1ND(CATIO. IOP CHORD lKk%L CAf( FR01(ALT AITACA(-) N PANELS. SIRUCTURAI PANELS, OCITOR 00R0 SMALL, MAIL A PROP4RLT AIIACHIO NIGiO CEILINe ••IMPORTAl11'• 1rR1ISM A cOPI 01 TH13 015160 TO INS INSTAILATIOR C0a1RACT0R. Al)IN( 016IMIA(0 PNOOUCrS• INC. SNAIL 401 OF R(SPON3IOk4 FOR ANT CEAIAIl4M fROM fall O(SINN; A/1 fA14URl TO a°ILD IN( 110,115 IA COY/OO11AN( NI IN f11; OR fAeRICATIN6. HANIllUO. sNI mc. IFIIAIIfM ANO W O z P IN ftlCr 0 Y TAUS ft t. lids DESIGN COA/OAM7 YIfM AP II ICAett PROrl pON3 Of nos 1A4110NA1 Olf 161 aN Z Q 7AL SP(CIFIC►ITDR 10eLISHtO 00 Ill! AHIRI(A.1 FORESF AND PAPER A710CIA1102) AND IPI- ALFIHI • -ALOE 4 w CONMICICA3 All( OF 1004 AST" Ad " 1140 GAIV. SI((l. (10101 AS 10190. APSS1 (ONM(CIOAS 10 TACH FACE Of IAISS, 114115! � _–i AND GIN40YOSI LOCA/40 06 TNI! 0419GA, POSI)10N COIAICTOAI Flit DIANIA65 ISO A.1. I44 SIAL 00 cnS OWING (ROICAlts ACCI51/1%1 Of PAOfr SSCO1AL ING11((IIMO LL- aP S!;g1T10CAOd Ploduccv, IIID Sd4N00A01q CA 9SRZg R(1POA31NILIf1 1011LI ACR INC IRU1S CCMPO.TIMI C4!ISA SMOrR. a( Sul1Ae1111r ANO U!1 Jf IMI! COHPOPIIT 108 AAT PARI f(dl Al eu ILOIAs is IR4 R(110AsielLln N TNf eUILO(Ro 01116X[:, im - AIS111►I 1•)995 S[[T LOA (. a I.AI-/3/-I'/-/r TC LL 16.0 PSF TC OL 10.0 PSF 8C.DL 7.0 PSF BC LL 0.0 PSF TOT:LO. 33.0 PSF OUR JAC . -1.25 SPACING 24.0" Scale -.1875"/FL. REF R427--53016 DATE 01/11/01 DRV CAUSA427 0/011043 CA -ENG CSB/CWC SEQN - 53506 FROM GA U 1 r cof CARTER / SHAMBLIN 12-01-2000 X = HUS26 0 = LUS26 RUILDING DEPARWE.IN A. THIS DWG PREPARED FROM COMPNTFR iNPl1T 1I OARC P, nINFNCinwn CIIRMTTTI:n RV TRucc Mco BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_g_nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 31.708' 1 12" 4 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00,TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS: CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 143X6 = W3X8 =— -W1.5X4 III W5X8 WC. JA4 = w�Alz = W2.5X4 In T 3-0-4 *8-0-0 cS HS416 ' � w _ i w 1106-� • c1 6-0-0 I 25-10-4 j � 31-10-4 Over 2 Supports � I R=2061 W=3.5" I o R=2BUTT DEP quILDINC C=) TYP. High Strength,Wave TPI -95\R Oesign Criteria: TPI(ST 19 - - F Scale =.1875" Ft. --WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND C=) BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Qt�OFE , TC LE 16.0 PSF REF R427--16944 C=D ]tl STITUTE. 503 D'OHDFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO s p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED { TC DL C\1 1 0.0 P S F DATE 12/03/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING: "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO.THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 '� y FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W 10 �^ 8 G D L 7 .0 P S F DR W CAUSR427 00338009 �( d� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 4>t r— 70 _ ' AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN * * BC LL 0.0 PSF CA -ENG GTP/CWC V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) 'ANO TPI. ALPINE •i- w CONNECTORS ARC MADE OF 206A ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON - 30771 q EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CIY{I. OR AMINGS 160 A-2. THE SEAL ON -THIS DRAWING INDICATES ACCEPTANCE OF. PROFESSIONAL ENGINEERING 6 aUN .FAC . 1.25 FROM GA, P� Engineered Pmducts, Inc.IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M ���L� Seas ninto,CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M W SPACING 2 4 .0 ANSI/TPI 1-L995 SECTION 2. (SHAM1130PCARTER / SHAMBLIN - Al 32' M-HIPSET'. ) IBOTOI CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: T CHORD 214 DF -L #1&Bet. L WEBS 2x4 DF -L Standard :W10 2x4 DF -L'#1:' ~ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I�A) CONTI'NUOUSRLATERAL BRAC.LNG-EQUAL-L-Y SPACED-ON�MEMBfR. co c•� 10 PSF BC LIVE LOAD PER UBC. 00 o BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC.@ 72.00"�OC. t j E_ W5X6 V W3X8 = W3X8 6 r T2 �(A) ca w WU8= W2.5X4 - W1.5X4 In z W3X14(B3) THIS DWG PREPARED FROM COMPNTFR iNPl1T 1I OARC P, nINFNCinwn CIIRMTTTI:n RV TRucc Mco BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_g_nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 31.708' 1 12" 4 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00,TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS: CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 143X6 = W3X8 =— -W1.5X4 III W5X8 WC. JA4 = w�Alz = W2.5X4 In T 3-0-4 *8-0-0 cS HS416 ' � w _ i w 1106-� • c1 6-0-0 I 25-10-4 j � 31-10-4 Over 2 Supports � I R=2061 W=3.5" I o R=2BUTT DEP quILDINC C=) TYP. High Strength,Wave TPI -95\R Oesign Criteria: TPI(ST 19 - - F Scale =.1875" Ft. --WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND C=) BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Qt�OFE , TC LE 16.0 PSF REF R427--16944 C=D ]tl STITUTE. 503 D'OHDFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO s p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED { TC DL C\1 1 0.0 P S F DATE 12/03/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING: "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO.THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 '� y FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W 10 �^ 8 G D L 7 .0 P S F DR W CAUSR427 00338009 �( d� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 4>t r— 70 _ ' AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN * * BC LL 0.0 PSF CA -ENG GTP/CWC V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) 'ANO TPI. ALPINE •i- w CONNECTORS ARC MADE OF 206A ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON - 30771 q EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CIY{I. OR AMINGS 160 A-2. THE SEAL ON -THIS DRAWING INDICATES ACCEPTANCE OF. PROFESSIONAL ENGINEERING 6 aUN .FAC . 1.25 FROM GA, P� Engineered Pmducts, Inc.IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M ���L� Seas ninto,CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M W SPACING 2 4 .0 ANSI/TPI 1-L995 SECTION 2. (SHAM1130 CARTER / SHAMBLIN A2 32' HIP 1458 ' ) TM15 DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ' TQP CHORD. 2x4 DF -L #1&Bet.(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER- '., co BOT CHORD 2x4 DF -L #T ks,� WEBS 2x4 DF -L Standardclj DEFLECTION MEETS L/240.00 LIVE AND L/180.00•TOTAL LOAD. ; PLATES DESIGNED. FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PERUBC. 10 PSF BC LIVE LOAD ' :1 . . USE -THIS -DESIGN.. FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC BUILDING -DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. ` IOF TRUSS AND JACKS TO HIP RAFTER. SUPPORT'EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC'@ 48.00" OC WITH 2-16d s '.NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. z o BRCALHIP0699. SUPPORT HIP RAFTER'WITH CRIPPLES AT 5-7-14 OC: - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC r @ 24.00". OC. BC @ 72.00" OC. W4X4 W4X6 (R) . Di W2.5X4 W2.5X4 E 6 r (A)_ 6 r c� 0-5-1 8-0-0 ' W3X8(Bi) W1.5X4 111 -W3X8 = W3X6 = W1.5X4 III x W4X6(B1) 142.5X4= w, 14-0-0 I 4-0-0 1 13-10-4 ... Q I R-1492 W=3.5" - R=1339 guy �1�8"�� rr t l MAP- �1 •t pilki o 'PLT.-TYP.'Wave TPI -95 R �Design Criteria: TPI STD 19.Ob2 '11L�iA�- `- F [Cal 1875- Ft. '1- •� *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _ BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPJ (TRUSS PLATE �Q `TC 6. PSF REF R427--16945 1. � INSTITUTE. SB3 D'ONOFR IO OR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 70 {� Q S PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED W. b (� s' C\I. _ STRUCTURAL PANELS. BOTTOM CHORD SHAH TC DL 10.0 PSF DATE 120 HAVE A PROPERLY ATTACHED RIGID CEILING, 9� '' - / 3/00 - - -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �A BC DL 7 .0 PSF - DRId CAUSR42T 00118010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIA71ON FROM THIS DESIGN: ANY FAILURE TO ALPINE P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, IUSTALLING AND j BRACING OF TRUSSES. iN1S DESIGN CONFORMS N1TN APPLICABLE DROv151005 Of NDS (NATIONAL DESIGN 5 r a BC LL 0.0 PSF CA ENG GTP/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE- w WWI E CVi3 CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 33.0 PSF SEON 30791' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TMIS OES IGM, POSITION CONNECTORS PER Q' DRAWINGS 160 A;1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` Alpine Engineered Products, Inc. REsfoaslerurr }OLELT FOR THE TN USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR. FAC. 1.25 FROM GA '( Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER. PER CA ANSI/TPJ 1-1995 SECTION 2. - •SPACING 24.0" (SHAM1130'-CARTER / SHAMBLIN - A3 32' COMN ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOFF CHORD 2)(4 DF -L #1 IN LIEU OF.STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ca ,r BOT CHORD 2x4 DF -L #1• @ 24.00" OC, BC Ca .72.00' OC., . M WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. :F PLATES DESIGNED FOR GREEN.LUMBER PER NDS -97 TABLE 7.3.3. f1 10 PSF BC LIVE LOAD PER UBC. co C`7 . —p ' - 00 .. .. ,f X13 W5X6 W2. 5X W2.5X4 ' � W1.5X4 �� 6 —I 6 W1:5X4 4, E.. o ca _ ' ,04 0-O C-1 W2.5X4 =. W3X8 W2.5X4 z .. W4X4 (A2) W4X4 (A2) 1J3X6 = c7 .z - L„ LLJOJ 16-0-0 I 16-0-0 I rF32n0 0=0we:r. 2�S.up.p_orts�. ¢ R=1134 W=3.5" PA PT� �aL= j p PLT TYP. Wave TPI -95 R ' •0 1 tipi a'c+ _ Design Criteria: TPI STD 1 CA - 1 - F Scale =.1875" Ft _ I •. O• O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND -BRACING, REFER TO 1110.91 (HANDLING INSTALLING AMD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. FESSiQIr. TC LL 16.0 PSF REF R427--16946 + O ' CV 583 O'ONOFRIO DR., SUITE 200, MADISON, YI 53T 19). FOR SAFETY PRACTICES PRIOR TO PFRFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAYS PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD ,• 1Y ^ CA.y -Ww TC- DL 10.0 PSF DATE 12/03/00 ? SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE l d ; INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGN; ANY FAILURE 70 Aef Yftl BC DL 7.0 PSF DRW CAUSR427 00338011 I A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND :OR AC IMG OF TRUSSES. THIS OE SIGN CONFORMS WITH v 45 r— :o BC LL 0.0 PSF I APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGII SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE 6�,�I CA -ENG GTP/CWC ' 9 Q - CONNECTORS ARE NAGE OF 206A ASTH A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER * . A.... TOT. LD. 33.0 PSF SEON - 30807 (SHAM1130-CARTER / SHAMBLIN A3A 32' COMN ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOPS CHORD 214 DFL #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC co BOT CHORD 2x4 OF -L #1 @ 24.00' OC, BC @ 72.00" OC. ' ' "' WEBS 2x4 OF -L Standard --- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.. PLATES DESIGNED FOR GREEN:LUMBER PER NDS -97 TABLE 7.3.3. A" 10 PSF BC LIVE LOAD PER UBC.' ' IWI,5X4 cn 6 r E— V Q o , 'r x q W2. 5X4 W3X8 = W2 w W4X4(A2) W3X6 < Z 6 W1.5X4 # 0-5-1 +8-0-0 W4X4(A1) A34 LEZ L_ 16-0-0 15-10-4 J 3.1-10-4 Over 22 Support R=1192 W=3.5' D 0 LEyING DEV C= PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD)19 b� -\J1 F Scale –.1875"/Ft. "WARN[NG" TRUSSES REQUIRE EXTREME CARE [N FABRICATION. HANDLING, SHIPPING, INSTALLING AND _ BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O T L 16;0 PSF REF R427--16947 p INSTITUTE, 583 O'ONOFRIO DR., S 0 1 TE 200. HAO[SON, N1 53719), FOR SAFETY PRACTICES PRIOR TO •�yI/ C=) 'PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL .10.0 PSF DATE 12/03/00 N STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 ,O BC DL 7.0 PSF DRW CAUSR427 00336012 j ted' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �f1 ALPINE BRACINGOU IL 0 HOFTR USSES TRUSSESIN COTHISMANCE OESI GNITH TPI: CONFOR MSOHI T HABRICATING. HANDLING, APPI ICABL E PROP ISIONSSOFP MOSG(NATIONAL INSTALLING DESIGN 5 r, 1TAf BC LL 0.0 PSF CA -ENG GTP/CWC V SPECIFICATION POOL SHED THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TPI, ALPINE * * TOT.LD. 33.0 PSF SEON - 30809 j W CONNECTORS ARE HAOE OF TOGA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1 (7 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A=2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR .FAC. 1.25 FROM GA f Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL17Y AND USE OF THIS Mw $BCrimento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER K A� v ANSI/TP[ 1-1995 SECTION 2. vSPACING 24.0" (5HAM1130 CARTER / $HAMBLIN A4 32' TSC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP; CHORD 2x4 DF-L #1 (A)=CONTINUOUS�LATERALaBRAGING_EQUALLY_SP_A.GED_ONMEMBER..4 .co BOL CHORD 2x4 DFL #1 - .?. WEBS 2,4 DF-L Standard IN LIEU OF STRUCTURAL PANELS OR. RIGID CEILING USE PURLINS: TO BRACE TC ' @ 24.00" OC, BC @ 72.00" OC. PLATES DESIGNED FOR GREEN-LUMBER PER NDS-97 TABLE 7.3.3. p DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. T I10'PSF BC LIVE LOAD PER UBC. OO - . 4 W4X4= W2. 5X4 s W6X4(R) W2. 5X4. ;. Ems- 6r �6 t. c� W1.5X4 = ca W6X6= `, a _ �3 3 Is B-0-0 W3X10 �. z W3X8(A1) _ W5X8 e W1.5X4 III W4X4(A2) _ r, ' w • a 16-0-0 I 16-0-0. J " 9-4-12 1 9-1-4 I 13-6-0 'I 3.2_0�0_Over 2'Su.p...o�t� { R-1056 W=3:5" �1 t V IV 1`� R=1056 W= P RUILVINIG ARTME PLT TYP. Wave TPI-95 1 R Design Criteria: TPI STD 19.Ob. p C 1- - -.F Scale =.1875" Ft. �I. �O _ **WARNING'*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). .PUBLISHED BY TPI (TRUSS PLATETC INSTITUTE . 583 O'ONOFRIO DR., SUITE ZOO. MADISON. MI 53719), FOR SAFETY ' FESSIQIr. LL 16:0 PSF REF, R427--16948 { C=) - PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE • C=C.j DL 10.0 PSF DATE 12/03/00 A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A�,�� f d• -PRODUCTS, IRC. SHALL N07 BE .RESP OR SI BLE FOR ANY DEtl1AT1ON FROM THIS DESIGN: ANY FAILURE TO , BUILD THE TRUSSES IW �` y BC BC DL 7.0 PSF DRW CAUSR427 00338013 ALPINE CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - BRACING Of TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN LU r oa 5 r m w BC' LL 0.0 CA-ENG GTP/CWC - " SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of FOGA ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A EACH FACE * 63=1* .PSF TOT. LD. 33.0 PSF SEON -- 30803 Q OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-?.- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING w :i I Alpine Engiriecred Products. Inc. Sacramento. CA 95828 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER f. OUR . FAC . 1.25 FROM GA (SHAM1130:CARTER / SHAMBLIN A5 32' STEPTSC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.' TOO, CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID, CEILING USE PURLINS: TO BRACE TC co BOT CHORD 2x4 DF -L #1@ 24.00" -OC, BC @ 72.00" OC. - WEBS 2x4 DF -L Standard - . co DEFLECTION MEETS,L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES.DESIGNED FOR•GREEN'LUMBER PER NDS -97 TABLE 7.3.3. ' fm_10 PSF BC LIVE LOAD PER UBC. W6X6= _ W 3 X 8 o W1.5X4 III W1.5X4 (➢ W2.5X4 —I 6 W1.5X4 H x v o 176X8 9-6-0 FQ7 , 3 3 1-6-0 W1.5X4 N 414X4(A2) 0 W5X8.8-0-0 w w W3X8 ; . z W3X6 A1) — ' W1 5X4 III 3 c.5 • 1 f, z • ll. 16-0-0 I 13-0-0 a I 9-4-12 T 9-4-12 10-2-8 'I I 29`0-0 Over 2 Supports R=957 W=3.5" f ¢ R=957 W, „ . cli o PLT TYP.' Wave TPI -95 R Design Criteria: TPI STD 19. - ale'=.25" Ft. 1 ••WARNING•" TRUSSES REOUIRE EXTREME- CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND ? C=) BRACING. RE IN TO HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q,aVIS S L r 0VIF EF R427--16949 O INSTITUTE, 593 D'OHOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TOO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED• TOP CHORD SHALL HAVE PROPERLY ATTACHED ��.� DL• 0F DATES 12/03/00 cli . STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - "IMPORTANT— FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4BC DL 7.0 PSF DRW CAUSR427 00330014 cN PRODUCTS, INC. SHALL NOT OC RESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fA1LURE TO ' A L PINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND OC r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIORS-OF NDS (NATIONAL DESIGN BC LL O.O PSF CA -ENG GTP/CWC V SP EC IFICATIOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �, w CONNECTORS ARE RADE OF 20Gk ASTM A653 GRAD GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEON -'30918 i Q EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I DRAWINGS 160 A•I- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C. �. OUR. FAC. 1:25 FROM GA Alpine Engineered Products, RESPON 51BlLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /L►�� AC Sacramento,CA95828 COHPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER V� W SPACING 24. D" a ANSI ITP I 1.1995 SECTION 2. (SHAM1130-CARTER / SHAMBLIN - 'A6 32' HIP 1OSB ) PREPARED OM CONPUTER INPUT (LOADS B DIMENSIONS) S S MfR: TOP CHORD 2x4 DF -.L #1 :T2 2x4 DF -L #1&Bet.: (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS CONDITION. co BOT CHORD 2x4 OF -L #1PROVIDE Ln CO NNECTION. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL.COAO. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ' 10 PSF BC LIVE LOAD PER UBC.' USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO BUILDING DESIGNER'IS'RESPONSIBLE FOR CONVENTIONAL FRAMING. M FLAT 7C, ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d co NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. 0 8RCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5 -7 -14 -OC. 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE.PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" -OC. ' .} W3X6 W3X6 ' W3X8= W1.5X4 T2 >.IX4 o a" w ' w W3X8 (B1) W3X8 = W1.5X4 III W3X8 = a w .1 z c7 W4X6 WHET (B1) to 0 :. 10-0-0 I 12-0-0 I 10-0-0 a, I L32=O— 0ver•-2 Supports-__, R=1455 (J) sM R=1542 W=3.5" ^^ AUT E COU r� :I RiJiLDiN( Lj-��R i:� o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD) 19.Ob2 "E A - ca a =.1875".Ft. `! by **WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 0.OIIOFRIO p �FESSIQ, �► L L 6 0 F R 4 2 7 - - 1 6 9 5 0 0 0 C\X , OR., SUITI 200. MADISON, 11 53719), FOR SAFETY PRACTICES PRIOR TO PERFORHI NG THESE FUNCT IOIIS. UNLESS OTHERYI SE INOI CATE D. TOP CHOND SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOH CHORD SHALL HAVE A PROPERLY {� '7( e�` - TC DL 10.0 PSF DATE 1 2 0 3 0 0 / / ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED'� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY d0A BC DL 7.0 PSF D R W CAUSR427 00338015 ALPINE DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COAFORNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN W m 5 f" '� B C L L 0.0 PSF C A -ENG GTP/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 �4 Q COHNECTORS ARE MADE OF 20GA ASTH A653 GRID DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER. TOT. LD . 33.0 PSF SEON - 30827 Alpine EugTneered Produ__ IIIC DRAWINGS 160 A.I. THE- SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I l 1 TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS CIYt1. D U R .FAC . 1 . 2 5 FROM GA $BCI J1D2DI0, CA 95828 COMPONENT COMPONENT F00. AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESTGRER, PER p.` CAL' ANSI/TPI 1.1995 SECTION 2. SPACING 2 4 . 0 " t ? (SHAM1130-CARTER / SHAMBLIN ='A7 32` M-HIPSET" ) T DW 1 TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS CONDITION. BOT CHORD 2x4 DF -L #1&Bet. PROVIDE CO NNECTION. I � WEBS 2x4 DF-L.Standard j(A)�GONTINUOUS"LATERAL BRACING EQUAL`L'Y SPACED ON MEMBER. 1 PLATES DESIGNED FOR GREEN -LUMBER PER NDS -97 TABLE 7.3.3. �_ _ }�" ` DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC; t #1 HIP SUPPORTS 6=0-0 JACKS WITH NO WEBS. CORNER SETS ARE '. c --)o BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CONVENTIONALLY FRAMED. ::p. o USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC z OF TRUSS•ANO JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND.DIAGONALLY BRACE PER HIB-91-13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00,10C. W3X8 W5X6 i v 413X8 143X8 = W3X6 s C=lo 6 i— f (A)� T2 w ` 7x W3X8 = W2.5X4 = W1.5X4 III 142.8X4 >y` z 413X14(83) HS416 z w 1�� z t s a L_ 6-0--0 I 26-0-0 :. ¢ - - I TC LL ) - 32-0-0 Over 2 Support's TC OL i R=2070 W=3.5" r a BC 1_L * i Q PSF R.FAC F 33.0 t SEON 30836 C=) PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI(S1 r� - 24.0" "WAR NING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO C=) HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C= INSTITUTE. 583 D•OHOFR IO OR „ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORNIN6 THESE FUNCTfOfl S. UNLESS OTHEAW ISE [fl01CATER, TOP CHORD SHAH HAVE PROPERLY ATTACHED r. CV STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '-.d: —IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IWC• SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E . BUILO.TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING• INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS V WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SDECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE V [s] CONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 3 Q • Alpine Engineered products, Smiin lto, CA 95828 Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•7. - THE SEAL ON THIS OR AWING NotACCEPTANCE OF PROFESSIONAL ENG IKEENING RESPONSIBILITY S,OLELT FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT 1011 2. W5X8 = ;A, W3X8= 4 141.5X4 III 3-0-4 - - 8-0-0 145X8 =— * . R UN NG 19.Ob2 A i' - FESS TC LL 1 TC OL i BC DL' r a BC 1_L * TOT. LD. PSF R.FAC F 33.0 ACING t�f - A T >EN - 1} F 5cale,F•=.1875" Ft. 16.0 PSF REF R427--16951 10:0 PSF DATE 12/03/00 7.0 PSF DRW' cA-USR427 00338016 0.0 PSF CA -ENG GTP/CWC 33.0 PSF SEON 30836 1.25 FROM GA 24.0" z W3X8(BI) = WHB(B1) HS2512 z 1 6 0� 1(� 6.0 L_ 6-0-0 I 12-0-0I 6-0-0 1 ¢ :_ 2_4_=0=0_D.V e.r 2=S u.p.p o r t_sa R=1559 W=3.5" a d.- 1 R=1559, W=3.5" OIL 1 1 L. <J<!V I V 1 T RUILDING DEPAR ENA: o PLT TVD' 'A }'I High Strength,Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 p O O N d• V Czl C 1. - -. F S le=.25'°,Ft. ' (SHAM1130.-CARTER /- SHAMBLIN B1 24' HIPSET. ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. n C TOP. CHORD 2x4 DF L #1 :T2 2x4 DFL #1&Bet.:. (�� A) CONTINUOUS—LATERAL—BR-AC-I:NG_EQUAL-LY-SRACED—ON¢MEMBER co BOT CHORD 2x4 DF -L #1 ' 1 2 / 0 3 / 0 0 . ' L� �`-- ` WEBS 2x4 DF -L Standard _`-PN- ~` f W fn m " 63M * * wAtfp /� I� `1tt �• 4Ar DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DL DL LL LD. 10.0 PSF 7`. 0 PSF 0.0 PSF 33.0 PSF D R W +a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. SEON - 30843 DUR.FAC. 1.25 FROM #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE BUILDING DESIGNER 15 RESPONSIBLE FOR CONVENTIONAL FRAMING. tl. ,CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC ` CC> 1N LIEU OF STRUCTURAL PANELS OR.RIGID CEILING USE PURLINS: TO BRACE TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO o @ 24.00" OC, BC @ 72.00'.'OC. FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d " z NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. J BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT12-9-15 OC. W5X4 W3X8= W5_X4� c T 6 f 0 �(A) �(A) 6 -0-0 ° w W4X4 = W1.5X4 III W04 = z W3X8(BI) = WHB(B1) HS2512 z 1 6 0� 1(� 6.0 L_ 6-0-0 I 12-0-0I 6-0-0 1 ¢ :_ 2_4_=0=0_D.V e.r 2=S u.p.p o r t_sa R=1559 W=3.5" a d.- 1 R=1559, W=3.5" OIL 1 1 L. <J<!V I V 1 T RUILDING DEPAR ENA: o PLT TVD' 'A }'I High Strength,Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 p O O N d• V Czl C 1. - -. F S le=.25'°,Ft. - —WARNING •' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 O'ONOFRIO OR., SUITE Z00. HAD) SON, WI 537 L9,. FOR SAFETY PRACTICES PRIOR TO pfES C L b ` @• 16 •� PS REP'R27 - X16952 DATE ' 1 2 / 0 3 / 0 0 . ' _ - ALPINE Alpine Engineered Products, Inc. SamlNumaE0; CA 95828 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF )IDS (NATIONAL DESIGN - SPECIE KATION PUBLISxED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAOE OF 20GA ASTH A653 GR40 GALV. STEEL• INCEPT AS NOTED. - APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORANINGS 160 ME. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPONEUT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BESIGNER, PER ANSI/IPf 1-1995 SECT)011 2. _`-PN- ~` f W fn m " 63M * * wAtfp /� I� `1tt �• 4Ar T C BC BC TOT. DL DL LL LD. 10.0 PSF 7`. 0 PSF 0.0 PSF 33.0 PSF D R W CAU$R427 00378017 CA -ENG GTP /CWC SEON - 30843 DUR.FAC. 1.25 FROM GA SPACING 24. 0 " -7 (SHAMI130-CARTER / SHAMBLIN 82 24' CONN ) THIS 01,115 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -*L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC co BOT CHORD 2x4 OF L #1 @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard �DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. N PLATES DESIGNED FOR GREEN LUMBER PER.NDS-97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. I ���• XYDVC ITI 7Z) rc Uesign Criteria: TPI STD 19 CA 1 - - - F Scale =.25" Ft. i *'WARNING" TRUSSES REQUIRE EXTREME CARE IR FAORICATIOR. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB•91 (HANDLING INSTALLING AND BOAC[MG), PUBLISHED BY TPI NOfESSIQ, c ff11,, p F� REF R427--16953 Com. 0 (TRUSS PLATE IN STI7UTE. SB3 D•OIIOfR10 OR., SUITE 20D,MAOISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PEflfORHING THESE FUNCTIONS. UNLE 55 OTNERYISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNEO �y /g, li 1ft p tc T E 12/03/00 •. N, 57R UCTUR AL PAM HE S. BOTTOM CIIORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. , �py�, •. - "•IMPORTANT•` FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, �0 4 e� ] SLOU CAUSR427 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE c WwAlly 00338018 A L P I- N E WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACIAG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r L ' . O P F C A G GTP/CWC V OR PUBLISHED BY THE AMERICAN FOREST AND PAPEEEL. ASSOCIATION) AND TPP, ALPINE ' ;SEN 4 Cyt - CONNECTORSECIfICAT CONNECTORS ARE MADE OF 2UOGANL .ASTM GRAD GALE, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO "TOT. L D . 3 3 0 PSF S E Q N ��-` 30855 . EACH FACE OF TRU OTHERWISE 55. ARD UNLESS OTHER YtSE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER .DRAWINGS 160 A -Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY w f• . D U R 1 FROM GA [�AI�PiDeEngineered Products, IFIL. CA 95828 .�, FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT NT FOR ART PAR iICULAq BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNEN, PER ANSI/TPI 1.1995 SECTION 2. M /�•,DLTdlpCplo, AT 6XF .FAC . .25 SPACING. 2 4 . O " (SHAM1130-CARTER / SHAMBLIN B3,24' HIP/GIRD) a TOP, CHORD 2x4 DF -L #1 :T2 2X4 OF -L #1&Bet.: E ` co BOT CHORD 2x6 DF -L'#2 :B2 2x6 DF -L SS: WEBS 2x4 DF -L _Standard i PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7:3.3. Y" I -ADDITIONAL LOADING PER TRUSSFABRICATOR �-------------------------------------- ------ •.I (H1) BC 1212 LB Conc. Load at 20.00 +" o (H1) RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM. z CHORD: SIMPSON HUS2_6 SEE SIMPSON CATALOG C-2000. W3X4 Cn E- . V Q O P- W3X8 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ,..'IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLATwTC 24.00" OC. $3 W3X8 W5X4 = W3X8(A1) = �}8-0-0 z, 1 1- 6-0 a I_ 6-0-0 I 12-0-0 I 6-0-0 24-0�0_�O.v>er 2�Su P_P_or t s ��f/''�� gg��� t R=1062 W=3.5" R=1890 W= (,JVUItl 1 o PLT TYP. Wave TPI -95 R Desi n Criter i TPI STD 9 C� 0 CL] n1 - • . d; - A L P I N E V w Q Alpin Engineered p�u� Inc. SBCEOIDCOIO,CA 9SSZS g a. " WARNING•' TRUSSES REOUIRE EXTREHE CARE IN FABRICATION, HANDLING. SIIIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AIIO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OROFRIO OR.. SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0TIIERWfSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO'RIGIO CEILING. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CON TN ACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIL' THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES- THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AHEfl ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA AHE A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-E- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPJ 1-1995 SECTION 2. 1 .Ob2 QQ.OiESSI p !AP •, q�- '% ti9 -•�� "Y * * CjY11, a' /E� .V� A� K yAW C i - TC LL 16.0 PSF T C D L 1 0 . 0 PSF B C D L 7 . 0 PSF - BC LL 0.0 PSF. T 0 T . L D . 33.0 PSF S ale =.eb" ft. REF R427--16954 DATE 1 2 03 0 0 l I DR W CAUSR427 00338019 "� CA=ENG GTP/CWC` S E 0 N - 30888 D UR ,FAC . 1.25 FROM GA SPACING 24.0" ' SHAM1130•CAR.TER / SHAMBLIN - C1 22' HIPSET THIO nwr, PRFPARFn FRnM rnMDIITCO rM"IIT /1 /1.(lf 0 O.u�„einue♦ eueu. �r�n n,. t..,.. .. �.. (TOP CHORD 2x4 DF L 01 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD., C -C> BOT CHORD 2x4 DF -L 01 . WEBS 2x4 DF -L Standard 10 PSF BC LIVE LOAD PER UBC. .. N `".PLATES DESIGNED FOR GREEN -.LUMBER PER NDS -97 TABLE 7.3.3.01 HIP SUPPORTS 6-0-0 JACKS.WITH NO WEBS. CORNER SETS ,ARE "~ CONVENTIONALLY FRAMED. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC SIN LIEU OF STRUCTURAL -PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 2.00 FT TO Co @ 24.00° OC, BC @ 72.00" OC. FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-164 z NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. ` BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC: I W 3 X 6 4J3X8 = W3X6 . E-• V ca 0 rx ,.Q z W4X6 = z W5X4 (A2) 160 p- L 6-0-0 1 10-0-0 I 6-0-0 1 I 1 —2-2-0-0 IO ver 2 Supports, 4.J „ E R-1432 W=3.5" � R=1432 W=3.5" .. NG i o_ PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 C - 1 - - F !9 Scale =.25" Ft. al "WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICA710H. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER i0 HTB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE o Of ESS/p,�,� TC LL 1 6.0 PSF R E F R427-16955 INSTITUTE. 503 D'ONOfR 10 OR., SUITE 200, HADISOH, W1 53119). FOR SAFETY PRACTICES PRIOR TO `� CO DERFORHING THESE FUXCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED !�� T C D L 1 0.0 P S F DATE 12/03/00 C\1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y C\1-STRUCTURAL FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 7 .0 P S F DR W CAUSR4 27 003J8020 _: PRODUCTS. INC. SMALL NOT BE RESPONSIBLE F04 .ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AR BUILD 'I HTRUSSES SNCONFORMANCE WITH ABRICATING. HANDLING. SPING NBRACIGOFfTNUSSETHIS DESIGNCONFORMSWITHAPPLICABLE PROVISIONSOFNOS(NATIOUALDESIGrB C LL 0.0 P S F PICAPALPINE SECTFT0UDLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CA EN G GTP/CWC ;1 ` fs3 CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT.LD. 33.0 PSF SEON - 30863 K=4 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,, DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . FAC . 1.25 FROM GA Alpine Engineered PToducts, Inc. RESPONSIBILITY SOLELY IDR THE TRUSS [OMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS •! 3BCrBmellto, CA 95828 CONS P1I I FOR ANY PARTICULAR BUILDING IS THE RE SPOOSIBIUTT OF THE BUILDING DESIGNER; PER SPACING Z4.O" ANSI1TPI 1 1995 SECTION 2. '� (SHAM1130.-CARTER / SHAMBLIN C2 22' COMM ) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOR CHORD 2x4 OF #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC BOT CHORD 2x4 DF-L #1 @ 24.00' OC, BC @ 72.00' OC. r WEBS 2x4 DF-L Standard C'7 ?. N 1 DEFLECTION MEETS, L/240".00 LIVE,AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN. LUMBER PER 'NDS-97 TABLE-7.3.3. 1`0 PSF BC LIVE LOAD-PER UBC.' < iCID x > z ' W1.5X4 W1.5X4 Di 6f 6 o ..o 0-0 y' w W2. X4(A1) W2.5X4 W3X4= W2 "5X4= w . + - W2.5X4(A1) -0 ' t z , 1L 6-P :. 11-0-0 ' I22-0 Ovveer"2Support'�� . R=804 W=3.5 j; ¢ R=804 W=3.5" i N w CC' PLT TYP. Wave TPI-95 R� { Design Criteria: TPII STD 19.Ob2 tit- 1 - - F cale�,—.25" Ft. —WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND •r =:) BRACING. REFER'TO HIB-91 (HANDLING INSTALLING AND BRACING): PUBLISHED BY TPI,- (TRUSS PLATE fES,f C ; 16 PSF4 REF R427--16956 ? C=) ]HSTITUTE. 583 D'ONOFRIO OR.. SUITE 200• MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` TC DL 10.0 P S F, DATE 12/03/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 cu ,'- ••IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �A BC DL 7.0 .PSF ORW CAUSR421 00338021 j �: _ PRODUCTS, INC. SHALL HOT BE RESPONS IBLE 'FOR ANY DEVIATION FROM TI115 DESIGN; ANY FAILURE 70 BUILD THE TRUSSES 1N CONFORMANCE PITH TPI: OR fABRICA718G, HANDL fNG, SH IPPENG. INSTALLING AND R.CIU1 OF TRUSSES. THIS DESIG11 COpFORHS WITH APPLICABLE PROVISIONS OF NOS LNATIONAL'DESIGM m L.1 r '� BC LL 0.0 PSF. CA-ENG GTP/CWC A L P I N E SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * f3ptQD1 ' Y W CONNECTORS ARE MADE OF 2OGA ASTH A653 GR4O GALY• STEEL. EXCEPT AS NOTED. APPLY CONNECTOflS TO' TOT.LD.- 33.0 PSF SEON - 30869 (1 EA[N FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED`OH THIS DESIGN. POS171OH CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C DUR.FAC. 1:25 FROM GA Alpine Engineered Products, Inc. RESPONSIBILITY SpIELY FOR TME TRUSS COHPOIIENT DESIGN SHOWN. THE SUITABILITY AND USE OF ,THIS ' $eRBLlf�tO, CA 95828 COMPONENT FOR AMY PppT1CULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. SPACING 24:0" - - INNNI (SHAMl130:CARTER / SHAMBLIN - C3 22' GIRD ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ITOP-CHORD 2x4 DF -L #i IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC j co 80T CHORD 2x6 OF -L #2 :82 2x6 DF -L SS; @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. •`V PLATES DESIGNED FOR GREEN -LUMBER PER NDS -97 TABLE 7.3.3.' p" 10 PSF BC LIVE LOAD PER UBC. >; IADDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- �(H1) BC 1110 LB Conc. Load at 20.00 . p (H1) RECOMMENDED_ CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM z CHORD: MPSON H6S26,. SEE SIMPSON.CATALOG C-2000. iii • I W5X4 = ij .. cn E-, ' V O i O :1 Fy ' W2X6 (A1) '• c z C.30 8-0-0 W5X4(A1) e w 1-6-0 z L 11-0-0 I 11-0-0 1 -- 0 upports R=896 W=3.5" r►(� ��`� <23 R=1744 W=3.5i �u ��L� 61vA coo o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. �A F' Scale =.25" Ft. C=) ' p "I p CV ,-� ;# V c w - Q ^F A L P I N E —WARMING" TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACIIIG),PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O.ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILIUG. IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TPt; OR FABRICATING. HANDLING, SHIPPING. INSTAL0116 AND BRAC IN6 OF TRUSSES. TIIIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPE CT FICA7 fON PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TD [. ALPINE CONNECTORS APE HARE OF 2OGA ASTM A653 60.60 GALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS -DESIGN, POSITION CONNECTORS PE0. Q�Of ESSIQ F�� 1 4 rte„ * �1 r * w�VAV� C LL 16.0 TC DL 10.0 BC DL 7.0 B C L L 0 . 0 TOT . L D . 33.0 PSF PSF PSF PSF PSFS REF R427--16958 DATE 12/03/00 DRW CAUSR427 00338023 CA -ENG GTP/CWC E Q N - 30885 Alpine Engineered Products, Inc. SBclamenlo,CA95828 DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIUG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CDHPDNEHT FOR ARY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TDI 1-1995 SECTION 2. R`,•'~ C�A AC wl�r 11��+V OUR. FAC . 1.25 FROM GA SPACING 24.0" (SHAM11307CARTER / SHAMBLIN - 1C2A 22' COMM ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTER BY TRUSS MFR. • TOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR 0=30T CHORD 2x4"DF-L #1 + " RIGID CEILING USE PURLINS_'TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -.L Standard CV - i ILATES DESIGNED FOR-GREEN•LUMBER PER NDS -97 TABLE. 7.3.3. ^, - _ _ (DEFLECTION MEETS L/240.00 LIVE AND L/180:00 TOTAL LOAD. !? - M 10'PSF BC LIVE LOAD PER UBC. � r - _ W4X.4= _ 1 W3X4 �. ` W1.5X4 4 6 ._ W1.5X4 III - Q, 1 j. 1-5 1 8'0-0 c 1 w - W2.5X4(Al) _— . , W2.5X4 =. W3X4= W2. 5X4 = W2. 5X4 L -11-0-0 I 8-10-4 I t: ¢i19-1-0-4'rOv_er „ { Z Supports I R=747 W=3.5" ! – ` t UN.1 �. . ¢. `. R=641 " i �UTTE rynP `� 1 ,���Q Lit— RUILDING o PLT TYP.. Wave. TPI -5\R t 'Design Criteria: TPI STD 19.Ob2 '' PCAP 1 - - SI'ale 25" Ft..' "WARNING" TRUSSES REOUERE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND p - ' BRACING. REFER TO 010-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF REF R427 - -16957 p INSTITUTE. 503 D'ONOFR [0 Dfl.. SUITE 200. MADISON, NI 53119), FDR SAFETY PRACTICES Pq 10R TOi0 p - PERFORMING THESE FUNCT10H5. UWLESS OTHERWISE INDICATED, TOP CHORD SHALL MAYE PROPERLY ATTACHED .CV STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY eeOf w, et TC DL 10.0 PSF DATE ' 12/03/00 a ATTACHED RIGID CEILING. _ "IMPORTANT*' FURNISH A COPY OF THIS. DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• _, PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR -ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE _ BC DL 7.0 PSF- DRW CAUSR427 00338022 WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND ALP INE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 'L C� SPECIFICATION r 5 r " ' BC LL - 0.0 PSF CA -ENG 'GTP/CWC - PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.' ALPINE CxT.. CONNECTORS f. ARE MADE OF 20GA AST" A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UML ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER * >} - TOT. LD. 33.0 PSF SEAN - 30871 CRAWINGS 160 A•Z'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROPESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, LLC. COMPORENT FDR 6 OUR .FAC. 1.25 FROM GA .SBCYBIRento, CA 95828. ANY PARTICULAR BUILDING IS THE RESPORSIBILITY OF THE BUILDING DESIGNER,.PER CA11l� ANSI/TPI 1-1995 SECTION 2. - < 4 AT SPACING 24.0" - _ s (SHAM1]30.CARTER / SHAMBLIN - D1 13' HIPSET. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY. TRUSS MFR. co IlCHD 2x4 OF -L 30T0T CHORD 2x4 DF -L #1 #1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. NESS 2x4 OF -L Standard 10 PSF BC LIVE LOAD PER UBC. . N ' E" a 'LATES DESIGNED FOR GREEN.LUMBER PER NDS -97 TABLE 7.3.3. , #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS_ CORNER SETS ARE ! (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CONVENTIONALLY FRAMED. 8025 5 * ( OfC BC LL TOT.LD: 0.0 PSF 33.0 PSF c'-IJSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0- OC. EXTEND SLOPING TC opo )F TRUSS AND JACKS TO HIP RAFTER'. SUPPORT EXTENSIONS EVERY 2.00 FT TO c=; -LAT -TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d z RAILS AND'DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699, SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00"10C. W2:5X4 W4X6 (R) W2.5X4 W2.514 E-- , C_..J Q O rx ri Q W w W2X4'(A1) _— W3XB= W2.5X4 z W1.5X4 III W1.'5X4 III W2X4O Al z w A-0-0 z I e o_=2 - 6 - 0---->J-2 - 6 - 0� 16 0�1 ¢ lr 6-0-0 I I 0-0 I 6-0-0 I r�.��r(g 1:3 0,0 Ov_e.r 2 Suppor-t.s„q, eu l R=859 W=3.5" p s � r ¢ R=859 W=3.5" c►"1V���D o. " o PLT TYP. Wave TPI -95 11 Design Criteria: TPI ST I *'WARNINGTRUSSES REOUIRE EXTREME CARE 1N FABRICATION, ,HANDLING, SNIPPING, INSTALLIRG AND O BRACING. REFER TO H18•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O IIISTITUTE. 583 D'OHOFRIO DR., SUITE 200, MADISON, NI 537191, FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAY E PROPERLY ATTACIIED N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V SPECIFICATION PUBLISHED BY TOE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TsT CONNECTORS ARE MADE OF 20GA ASTN 4653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q EACH FACE OF TRUSS. AND UNLESS OTNERW ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I'. THE SEAL ON TM IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered PFoduus, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaL7amenlp, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI1TPI I.199S SECTION 2. 19 Scale ,QaLOfESS/p,�,�� TC -LL 16.0 PSF REF *427--16960 ,� y,��•1� TC DL 10.0 PSF DATE 12/03/00 BC DL 7.0 PSF DRW CAUSR427 0033 x w W2X4'(A1) _— W3XB= W2.5X4 z W1.5X4 III W1.'5X4 III W2X4O Al z w A-0-0 z I e o_=2 - 6 - 0---->J-2 - 6 - 0� 16 0�1 ¢ lr 6-0-0 I I 0-0 I 6-0-0 I r�.��r(g 1:3 0,0 Ov_e.r 2 Suppor-t.s„q, eu l R=859 W=3.5" p s � r ¢ R=859 W=3.5" c►"1V���D o. " o PLT TYP. Wave TPI -95 11 Design Criteria: TPI ST I *'WARNINGTRUSSES REOUIRE EXTREME CARE 1N FABRICATION, ,HANDLING, SNIPPING, INSTALLIRG AND O BRACING. REFER TO H18•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O IIISTITUTE. 583 D'OHOFRIO DR., SUITE 200, MADISON, NI 537191, FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAY E PROPERLY ATTACIIED N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN V SPECIFICATION PUBLISHED BY TOE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TsT CONNECTORS ARE MADE OF 20GA ASTN 4653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q EACH FACE OF TRUSS. AND UNLESS OTNERW ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I'. THE SEAL ON TM IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered PFoduus, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaL7amenlp, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI1TPI I.199S SECTION 2. 19 Scale ,QaLOfESS/p,�,�� TC -LL 16.0 PSF REF *427--16960 ,� y,��•1� TC DL 10.0 PSF DATE 12/03/00 BC DL 7.0 PSF DRW CAUSR427 0033 8025 5 * ( OfC BC LL TOT.LD: 0.0 PSF 33.0 PSF CA -ENG GTP/CWC • SEQN-- 30920 DUR.FAC. - 1.25- FROM GA SPACING 24.0" r (SHAM1130 CARTER / SHAMBLIN.' D2 13' COMM )' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS �MFR . > TOP -CHORD 2.4 DF -L #1 IN LIEU OF. STRUCTURAL PANELS OR RIGID CEILING USE " PURLINS: TO BRACE TC' 1 C-C=)90T !.: CHORD 2x4 DF -L #1 @ 24.00" OC, BC @ 72.00".00. > WEBS 2x4 DF -L Standard `" 'LATES DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. A ` 10 PSF BC LIVE LOAD PER UBC. , • - O • y W04 - W2. 5X4 W2. 5X4 0 V6I— —16 0 . oma_. ,: _ , . � •• w f , x --A-8-0-0 z tW2X4(Al) W3X8 W2X4(A1) c5 W1.5X4 i// W1.5X4 s Y _ z. '[1-2-6-0 _ 1-�--2-6-0—:;;;j _-1:3 - 0- 0=0.v:e r 2�S u p.p.o,rt �y I R=429 W=3.5" _ a+f ,� Q { a R=429 W=3.5' j o`PLT TYP_ Wave TPI -5\R Design Criteria: TPI STD 19.Ob2 CA - 1 - F Scale =.375" Ft. ''*WARNING'- TRUSSES REOUIRE EXTREME CAREINFABRICATION, HANDLING, SHIPPING, INSTALLING AND ♦ BRACING, REFER TO HIB -91 (HAHOLJNG JNSTALITNG AND BRACING), PUBLISHED BY iPT (TRUSS PLATE p1�QfES'O TC LL 16.0 PSF REF R427,--16961 INST J TUTS. 583 D'OMOf RIO OR., SUI TE 200. HAD SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED It TC .DL 10:0, PSF DATE _. • 12/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�IGo CV "IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p PRODUCTS, INC, SHALL NOT 8F RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AUY FAILURE TO BC DL 7.0 PSF DRW CAUSR427 00338026 A L P I N E BUILD THE TRUSSES IN CONFORHARCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND T/L �•I• BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5 r BC LL 0.0 PSF. CA -ENG GTP/CWC �' V .SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPJ. ALPINE I t W'. CONNECTORS ARE MADE OF 206A ASTM A653 GRAD QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT: LD. 33.0 PSF SEON .-. 30922 p EACH FACE OF TRUSS. -AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •) - DRAWINGS 160 A -L. THE SEAL ON THIS ORAN[N6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGC DUR.FAC. 1.25 FROM GA A1Pine Engineered Products Ino RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . .THE SUITABILITY AND USE OF THIS SBCEamentO,CA95828 `. COM APONENT FOR ANY PARTICULAR BU]LOING IS TXE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" NH _p SECTION 2. W4X4'% W4X4 WAYR E— C=) O FY r� Q ' W W w k c7 W4X4(A2) _— w W4X4(A2) _ w L— 6-0-0 1 6-0-0 I 6-0-0 1 ¢ L- _T,A-8-0-0I O Over -22 Supp_orts'' "F R-1099 W=3.5" py MUIL o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.'abV P - y F Scare =.375" Ft. •lWARNING TRUSSES REQUIRE EXTREME CARE IR FABRICATION. HANDLING, SHIPPING. INSTALLING AND iy 10 . BRACING. REFER TO HID -91 (HANDLING 114STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 16.0 PSF R E F R427--16962 INSTITUTE, 583 O'OHOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR T0. �Q YX .PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �.Qy W. ��,1� T C OL 10.0 PSF DATE C j12/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `N •� •'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 8C DL 7.0 P SF D R 4J CAUSR427 00338027 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDL ING.' SRI PPING. INSTALLING AND +_ ALPINE BRACING OF TRUSSES. THIS DESt CONFORMS N1TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r BC LL 0.0 PSF CA -ENG GTP/CWC .SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .6*2O11 ,y CVi] CONNECTORS ARE MADE OF 2OGA ASTM A6S3 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 33.0 PSF SEAN - 30894 q 't EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER Y-,DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .FAC . 1 . 2 5 FROM. GA Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPORE N7 OE SIGN SHOWR, THE SUITABILITY AND USE OF THIS .. 3acrameuto, CA 95&28 ` CORPONENT FOR ANY PARitCULAR BUILDIWG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0 ° ANSI/TPI 1-1995 SECTION 2. ' (SHAM1130'-CARTER / SHAMBLIN E1 18' HIPSET ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TO CHORD 2x4 DF L #1 BOT DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co CHORD 2x4 DF -L #1 WEBS 2x4 DF L -Standard 10 PSF BC LIVE LOAD PER UBC. rn PLATES DESIGNED FOR GREEN -LUMBER PER NDS -97 TABLE 7:3.3. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. Y (BUILDING DESIGNER IS RESPONSIIBLE FOR CONVENTIONAL FRAMING: ' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC - USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING_TC 24.00" OC, BC @ 72.00' OF TRUSS AND JACKS TO H°IP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO OC. FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 48.00" OC,WITH 2-16d' o NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699..SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. :H W4X4'% W4X4 WAYR E— C=) O FY r� Q ' W W w k c7 W4X4(A2) _— w W4X4(A2) _ w L— 6-0-0 1 6-0-0 I 6-0-0 1 ¢ L- _T,A-8-0-0I O Over -22 Supp_orts'' "F R-1099 W=3.5" py MUIL o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.'abV P - y F Scare =.375" Ft. •lWARNING TRUSSES REQUIRE EXTREME CARE IR FABRICATION. HANDLING, SHIPPING. INSTALLING AND iy 10 . BRACING. REFER TO HID -91 (HANDLING 114STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 16.0 PSF R E F R427--16962 INSTITUTE, 583 O'OHOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR T0. �Q YX .PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �.Qy W. ��,1� T C OL 10.0 PSF DATE C j12/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `N •� •'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 8C DL 7.0 P SF D R 4J CAUSR427 00338027 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDL ING.' SRI PPING. INSTALLING AND +_ ALPINE BRACING OF TRUSSES. THIS DESt CONFORMS N1TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r BC LL 0.0 PSF CA -ENG GTP/CWC .SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .6*2O11 ,y CVi] CONNECTORS ARE MADE OF 2OGA ASTM A6S3 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 33.0 PSF SEAN - 30894 q 't EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER Y-,DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .FAC . 1 . 2 5 FROM. GA Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPORE N7 OE SIGN SHOWR, THE SUITABILITY AND USE OF THIS .. 3acrameuto, CA 95&28 ` CORPONENT FOR ANY PARitCULAR BUILDIWG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0 ° ANSI/TPI 1-1995 SECTION 2. (SHAM1130-CARTER / SHAMBLIN E2 18' HIP/GIRD ) TOP CHORD 2x4 DF -L #1 o30T CHORD 2x6 DF -L #1 WEBS 2x4 DF -L Standard o _ _'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IADDITIONAL LOADING PER TRUSS FABRICATOR ------------------------------------------------ - c 'H I) BC - 1134 LB Conc. Load at 1.00 �;H1) BC - 1458 LB Conc. Load at 3.00, 5.00, 7.00 o :H1) BC - 1049 LB Conc. Load at 9.00 z �H1) BC - 2032 LB,Conc. Load at 11.00 (H1) RECO MMENDED-CONNEC-T10NIFOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS —SEE SIMPSON CATALOG C-2000. W3X8 E~ v :Q W5X4 w a w w . z W5X 1 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. 2C moC p el el .t_e T r_u_s_s-e_s_ R_eg u i r e d NAILING SCHEDULE: (0.131x3.0_g_nails) ' TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 6" o.c. (EACH ROW) WEBS 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO'AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180-00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. W5X8 (R) •I EZ T. 1-10-3 8-0-0 z 3=0-0� ``w� � L_ 8-0-0 I 2 0-0 I 5 0-0 I r(1V\�+� Gt•4 R=5522 W=3.5" / o PLT TYP- Wave TPI -95 R F Design Criteria: TPI STD �paf TC LL. 16.0 **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND - p W. O� BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C=:) PSF DATE 12/03/00 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO pi _ 7.0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Cv �►T STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 0.0 PSF CA -ENG GTP/CWC 'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE IUSTALLAT ION CONTRACTOR. ALPINE ENGINEERED �. 33.0 PSF PRODUCTS, IN[. SHALL NOT BE RESPONSIBLE FOR ANT DEVIA T [ON FROM T01S DESIGN: ANY iAILURE TO [IYI1. ALPINE 1.25 BUILD THE TRUSSES IN COMFORNANCE WITN TP 1: OR FABRICATING, HANDLING• SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH t' 'C- . 4fCAI SPACING APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SP EC I F IC ATI DU PUBLISHED BY THE AMINICAR FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE w . CONNECTORS ARE MADE of 20GA ASTM A6S3 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO { Q • { Alpine 1 - Engineered ProdUd3, IRC. Sacramento, CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -i: THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY. FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS [OMPON ENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P1 1.1995 SECTION 2. :R=4271214=3.5" 19.Ob2 CA - 1 - - F Scale —.375'/Ft �paf TC LL. 16.0 PSF REF' R427--16963 W. O� TC DL 10.0 PSF DATE 12/03/00 BC DL •LL 7.0 PSF DRW CAUSR427 00338028 �►T BC 0.0 PSF CA -ENG GTP/CWC * E>� 63=1* TOT.LD. 33.0 PSF SEON - 30914 [IYI1. DURJAC. 1.25 FROM GA 4fCAI SPACING 24.0" (SHAM1130-CARTER / SHAMBLIN G1 6' GIRD) THIS DWG PREPARED FROM COMPUTER .INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ITOP'CHORD co 2x4 DF -L BOT CHORD 2x6 OF -L #1 #2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WEBS 2x4 DFL co Standard IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL SLOPING TC @ N PLATES DESIGNED FOR GREEN 'LUMBER PER NOS -97 TABLE 7.3.3. 24.00' OC, ALL FLAT TC @ 48.00" OC. ADDITIONAL LOADING I PER TRUSS FABRICATOR IN LIEU OF STRUCTURAL.PANELS OR RIGID CEILING`USE PURLINS: TO BRACE ------------------------------- BC @ 72.00" Oct ------------------- M BC - From 321 PLF at 0.00 to 321 PLF at 6.00 ` o RECOMMENDED CONNECTI.O.N:F_OR TRUSSES.FRAMING FROM THE BOTTOM CHORD AT 24" O.,C`�SIMPSON Lus26-7 SEE SIMPSON CATALOG C-2000. W2. 5X4 �^ `- x W3X6 = .. 7 ci +� 2-0-4 xLokEr�}8-0-0 z W2:5X4(Al) W5X4(R) III W1:5X4 III. `r w l_ 4-0-0 I 2-0-0 6-0-0 Over 2 Suppor_ts� e �qa ('�Eg� {� I R=1211 s RUiL�6 i {,./10.1 ARTM r� Q R=1111 p co A P R 0 v r o PLT TYP Wave TPI -95 R-Design•Criteria: TPI STD 19.Ob2 CA - 1 - F Scale =.375" Ft. "WARMING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, 111STALLIJIG AND � 16.0 PSF REF R427--16959 p BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE oQ,�fE�S/0,{.�- TC LL p INSTITUTE. 583 O'OMOFRIO DR., SO [TE 200• MADISON, WI 53719), •FOR SAFETY PRACTICES PRIOR TO • -`7! O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 PSF DATE 12/03/00 N - STRUCTURAL PARELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, . 1 **IMPORTANT** FON"ISM A COPY OF THIS DESIGN TO THE INSTALLATIOU CONTRACTOR. ALPINE ENGINEERED 'O AA PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 7.0 PSF D R W CAUSR421 00338024 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r 9 8 C L L 0 : O PSF 'CA -ENG GTP/CWC ' V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ,ALPINE ;1 w CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D .- 33.0 PSF S E ON - 30877 L ACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t (EDRAW [HOC 160 A•2, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•••� OUR. R .FAC . 1 . 2 5 Alpine Engineered products, InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[iABIL1TY AND USE OF THIS A FROM GA SBCT,.t0, CA 95&2& COMPONENT FOR ANT PARiICULAR,BUILD[N6 IS THE RESPONSIBILITV OF THE BUILDING DESIGNER, PER' SPACING 24. 0 ° ANSI/TPI 1.1995 SECTION 2. ' - i C7 M (SHAM1130-GARTER ./ SHAMBLIN - SHAM1130--CARIER /A4 32' T• JTOP CHORD 2x4 OF -.L J) � BOT CHORD 2x4 Df -L 81 a WEBS 2x4 DF -L Standard cra . RTES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rio PSF BC LIVE LOAO PER UBC. N CV O O o , V ' O (Y> 0) 00 o LL 414X4— V2.5X4 s IRIS ONG PREPARED FADN C061PUTER INPUI (LOADS 6 DIMENSIONS) SUDMIITED BY TRUSS MFR. (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 TDTAL LOAD. TRUSS SUPPORTS 240# MECH UNIT: UNIT CENTERED AT 20.5-0; SUPPORTED BY TC: UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. ' "5X6 Yt2 . SX4 6 r - m q WI SX4 a 4- (A) o 5 J CD 3 46X6 a JLij W3 X 14 zz, LL 143)(S(A1) 115X841.5X4 10 W3X6(AL) z� CD J 16 0-0 L6.0.0 - O l 9 4 12 9 1-4 13-6-0 32.0-0 Over 2 Supports BUTTE p A 9g B 4 R-1114 V-3.5' gg�•'� gg gg Q�''qq �p,�e {� RUIiL..9..9N DFP' `iA •r) R-1158 N=3.5' �PR0V M " ALT TYP. Wave TH.95 R Dest. n Criteria: TP1 STO 19.Ob2 CA 3 F Scale =.1875" Ft. ^ "YARNING •• TTHISI[S N[OUIRI C%fE(RE ':A1.[ IN FARAICATION, RA"OIIAG. Sx IPPll4, ITIS/ALUMS AND .—I O GRACIM6. -Imt 10 N18.91 (1114"91111" IAS9AIlJI6 AMO 8R.SCIMB). PUOLIIRtO EY IPI ITAOSS PL.Yt THTC, TC LL 16.0 PSF REF R427 - -53OL6 = v IAS3, $BO O'OMO(A 10 O.- S'U11 T00. MADISON. VI 57119). FOR SULTY PRACIICtS PRIOR TO /tA LOIN IMG ,itPUIC(IONS. VAI LSS OI MfRV(sl IXOTCA If O. IOP CHORD SNAIL tlAf( PRO7tA lY AIfACA(•7 TC OL 10.0 PSF CD SIRUCIURAI MFEIS. ROITOX CHORD SMALL "Aft A P10PtAkY ATTACHED NTG10 CEILING A. p� GATE Ol/11/Ol •IMPOR[A111'• IVRMIS" A COPS Of 1x13 015160 TO TNI INSTALLATION CO.HAACTOR. A%PIMl 4M6IMlA(O •)80011[)%- 8C DL 7.0 PSF DMI INC. WALL x01 Of AtIPOM31G11 FON ANY O1/1AIION fROX PAIS O[S18N; Mf FAIWRI TO C.1USR<27 0101L02.3N • O ALP14E AUILD IR[ 11USS[i 14 C INFORMAMt MIIN 9P1; OM tAOR LCAT IN 6. HANOLIAA, SHIPPING, IISIALLLAA AMO IEACfXG L TRus+tl. uusotsl6N c6e/a111 11,N10lticsele PROYfD1en o/ nos taEu6xAL Of 162 r r BC LL 0.0 PSF CA ENG FSB/C4JC Z Q SPCCIf 141TON AVBIISX[D GY fNt dN(RICA.% fONfSr AAD fAP(p A310CIAI , ANTPI. ALPIN[ TOY. L0 . 33 .0 PSF . %EON - 53506 LU CONNECTORS ARE AIA( Of .tOGA ASTH A03 6940 GAIY. 11((L. (ICIP1 .0 IOTIO. APPtl CONHIC9CNS TO EACH MAC( Of FRISS. V31f53 OIH(Rtlllt * * J AMO LOCA140 UM TNI% 04116.1, IOSIIION 101111/0/1 P1R ORANIA63 ICO 1. IME SIAL OM I/IS OPAMtM6 ( MCI CAIES AC. Of PPO![fftaAGO CNGIVE(AING �jm OUR. FAC 1 25 LL • �pIJIC �� �m'Inc, Seolmextq CA 95f128 1 qx( imis CONPOItMi!/ORIA9TI11.1 OCR PARTICOIki[fROIS AU "Ot P601SO r11/IRl i70NSI81l A Os TNf RU ILO tAG1si 0I SI6x[1f1)fY THIS .115'1/1P1 I. 1996 1[crl0! 1. . . FROM GA SPACING 24 0" <'D"' (SWI 1130-CARTER / SHANBL IN SHANi130- -CARTER /A3A 32'- ") THIS 6WG PREPARIO FAM CONPUIER INPUT (10AIDS d DIWN51011S) SUBNIFFID BY TRUSS 1!£R. FUE 2x4 OF-L #1 IN LIEU 0£ STRUCTURAL PANELS OR RIGID CEIL114G USE PURLINS; TO BRACELLJ .2x4 OF-L 0l TC @ 24.00' OC• BC @ 72.00" OC. ?x4 'OF L Standard d �' DEFLECTION,NEETS L/2-10.00 LIVE AND L1180.00 TOTAL LOAD. LAZES DESIGNED FOR GREEN LUMBER PER rMS•97 TABLE 7.3.3. iSUPPP' 10 PSF BC LIVE LOADPERUBC. . ORTSNTT TRUSS 240! NECH'UNIT; UNIT CENTERED AT 20.6•.0: SUPPORTED BY TC 111DTH 2-4.0; SUPPORTED BY-3 TRUSSES. . - C�A C= Co 00 to }15X6 LL W2.SX4 0 W2.5X4 3 W3X6 0. C7 N. W1,SX4 0 6 r— —1 6 N1.5X4�i' LU o m � . ZD A. 0-5.1 A-H-O-D 3.� }12.5X4 W3X8= - W2.5X4 g w { W3X6(A1) 433X6(81) W3X6 LdLL LZI 0 Q Lr 16.0.0! 15-10-4 p F* - 31-10-4 Over 2 Supports �t� R-1250 N=3.5" Ft 3-gKA miNG a Ra1143 (y) " :PLT TYP. Wave TPI 95 R Design Criteria: TP1 STD 19. CA L - F Scale =-1875" Ft: .—I ^4AaNtNG•• I2USSES RlOula( 41ram CAR( I2 FABRICATION, HAaOI191. SHIPPIM6. 113rAL(IYG AND E TC Ll [6.0 PSF REF Rb27 53013 \ _ BA ACINS. R(F.Ia 10 "16-91 INANOLING 13STALLl14 AND 3RACING), PUBLIS310 9T .rP(-41AUS3 SLAC(. ppCC rI = 1MS11TUt(, fad O'OMO/t l0 OR.. Sulf( 200, MADISON. VI 57!19), IOP tA/YIY PAACIIaii PRIER IO IG !r TC DL 10. D PSF DATE 01/11101 C=) v DIAfORH11G fl(SC IUNCI IONS. /NlCSS 019 TANIS( I.TOICAI44). TOP CHORD IHALA 11.ACE PROPIRtr AItACNtD S7AOCTURA1 PAIRS, BOTTOM CXMD SNA44 MAY( A f90PIHLC AIFACO(0 AIOIO CgSINO. - IMPORT ART-- FURNISH SOFT OF INIS OES(411 10 IMI IIISIALLATIOA C0.IIRACIOR. .4113( (863NLEAED A• BC OL 7,D PSF DR}� CAU 427 OID11D22 9R000CIS, INC. SHALL NOT of t(SPOMSIBLI FOR ANY OCNIATFOR 00011 INIS 0(SIGII: AA1 rAl4PA( TO (V ' dblLO NIT MUSSES IN COMICRMANC( VIIH 1P1: CR FAORICAIING. MNOLIA4, SHIPPING, 1.1%TAU 1CG ARO 4� 7iD ALP[ N E NaA('a Of Tt11SS(S. INIS DESIGN COUFORMS WIN APPLICASLI PROVISIONS OF NO% (3ATIONAI OISIGM * i3b>t�l * 8C LL 0.0 PSF CA-M TS8/CWC O SP(CI/11AIION PUBL(INEOOl THE AHIRICAM 1`00451 ANO PAPER At%OCIA/I0A/ AVO IPI. AI►IN[ TOT.LD. 33.0 PSF SEQI! 53504 ,� -� - "CONA(C ICON ARE MAOI OF FOGA ASM .1617 :ACO 6A11. ITIIL. 4ICIPV AS 101(0. APPST. GINNEr'1045 IO EACH FACE Br IRUtt, ANO 01ttss OINI.tVm tCCAIEO OT THIS 0(%103- foS111aN C01ATC1445 01.4 LU OAAYIA45 :,lull"- 1111 SEAL 011 TRIS ORAVIIS INDICAI(S AatolAICI Of fSOICISIOVAt (MG19(921HS J Alpine Engifw red P(adlx>g, IFIC. I(7P0211BI(IIY SOIL .1Opt THE (Ruts COHPWIVT.O(SIGN SHOWN. IN( SU(IANILIIY ASI USE OF (013 OUR.FAC. 1.25' FROM GA 9aclamLmlgCA9a C COMPORINI FOR AM9 PARIICUA2 BUIL01Y6 I1 ISE 2(39a►SIBILn9 of Nit aultatha o4s16114, I(A ( s LL Ax9utP1 i- 1995 SIGlI0.1 t. SPACING 24.0' TABLE.OF CONTENTS '\�L���_ TOC Project Title.. Date..12/06/00 22:15:45 Project Address.......: 28 CASTLE CREEK CT. *******-----_----------- --. OROVILLE, CA'. 95966 *V5. 1'0*� Documentation Author... Barry Rubanoff ******* Buil,p ing Permit # Endeavor Homes o(S /oZ -/� P.O. Box 1947 � Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --' --- -- - -- C6mpliance Method...... MICROPASS v5.10afor 1998'Standards by Enercomp, Inc.. ----------------------------- MICROPAS5 v5.10 File-SHAMBLIN..Wth=CTZ11S92 'Program -TOC User#-MP1829 User -Endeavor Homes ,Run-SHAMBLIN ---------------------------------------------------------------------- TABLE'OF CONTENTS -------------- Report Page FORM CF=1R................... 1 FORM MF -1R. ... ..... 5 FORM,'C-2R.............. .. 8 HVAC SIZING. ...... .... 12 • r . r ' . I� 111--, -T) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------ Project Title.......... STEVE & JUDY SHAMBLIN Date..12/06/00 22:15:45 ******* --- Project Address........ 28 CASTLE. CREEK CT. -------------- =---- OROVILLE,-CA.`95966 *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-SHAMBLIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-SHAMBLIN ---------------------------------------------------------------------------- GENERAL-INFORMATION, ------------------- Conditioned Floor Area..... 2543 sf .Building Type .............. Single Family Detached Construction Type New Building Front Orientation. 'Front Facing 64 deg (NE)' Number of Dwelling Units... 1 , Number of Stories.......... 1. Floor Construction Type.... Slab On Grade Glazing Percentage.......:. 19.1 o•of floor, area Average Glazing U -value.... 0.44-Btu/hr-sf-F Average Glazing SHGC...:..°. 0.49 Average..Ceiling Height..... 9.2 ft. Component , Type Wall Roof S1abEdge S'labEdge Door Orientation BUILDING SHELL INSULATION Frame Cavity. Sheathing Total Assembly. Type R -value R -value R -value U-value.Location/Comments Wood R-17.8 R-0 R-17.8 0.064 Wood R-30 R-0 R-30 0.038 ATTIC n/a'. R-0 R-0 F2=0.760 TO OUTSIDE n/a R-0� R-0 F2=0.510 TO PORCH, TO GARAGE n/a R-0 R-n/a R-0 0:330 TO GARAGE- , Window r (NE) Window Front (NE) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------ Project Title.......... STEVE & JUDY SHAMBLIN Date..12/06/00 22:15:45 ******* --- Project Address........ 28 CASTLE. CREEK CT. -------------- =---- OROVILLE,-CA.`95966 *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-SHAMBLIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-SHAMBLIN ---------------------------------------------------------------------------- GENERAL-INFORMATION, ------------------- Conditioned Floor Area..... 2543 sf .Building Type .............. Single Family Detached Construction Type New Building Front Orientation. 'Front Facing 64 deg (NE)' Number of Dwelling Units... 1 , Number of Stories.......... 1. Floor Construction Type.... Slab On Grade Glazing Percentage.......:. 19.1 o•of floor, area Average Glazing U -value.... 0.44-Btu/hr-sf-F Average Glazing SHGC...:..°. 0.49 Average..Ceiling Height..... 9.2 ft. Component , Type Wall Roof S1abEdge S'labEdge Door Orientation BUILDING SHELL INSULATION Frame Cavity. Sheathing Total Assembly. Type R -value R -value R -value U-value.Location/Comments Wood R-17.8 R-0 R-17.8 0.064 Wood R-30 R-0 R-30 0.038 ATTIC n/a'. R-0 R-0 F2=0.760 TO OUTSIDE n/a R-0� R-0 F2=0.510 TO PORCH, TO GARAGE n/a R-0 R-n/a R-0 0:330 TO GARAGE- , Window Front (NE) Window Front (NE) 'Window Front (NE) Door .Front (NE) Window , Front (NE) Window Front (NE) Window Front (NE) Window Left (SE) Window Left -(SE) Area U- (sf) Value ------- 30.0. 0.510 42.0 0-.510 6.0 0.490 20.0 0.500 6.0, 0.490 7.5 . 0.490 42.0; 0.510 24-.0 0:400 3.0 0.510 FENESTRATION. ------------ Over- hang/ Fins None None None None None None None None None Interior Exterior SHGC Shading Shading 0.650. Standard Standard . 0.650 Standard Standard -0.670 Standard Standard 0.650 Standard Standard - 0.670 Standard Standard 0.670 Standard Standard 0.650 Standard Standard', 0.350 Standard Standard 0.650 Standard Standard Over- hang/ Fins None None None None None None None None None CERTIFICATE OF COMPLIANCE:.RES.IDENTIAL Page 2 CF -1R ---------------1 Minimum Duct Duct, Tested Duct ACCA. Thermostat Equipment.Type Efficiency Location .Project Title.......:.. STEVE & JUDY ------------------------------------------------- SHAMBLIN Date..12/06/00 22:15:45 ------------------ MICROPASS v5.10 File-SHAMBLIN -------------------------------------------------- Wth-CTZ11S92 Program -FORM CF -IR ACSplit ------------------------------------------------------ Attic.- User#.-MP1829 User -Endeavor Homes. Run-SHAMBLIN ------------ - - - - -- -"--- FENESTRATION ------------- Over- Area U- interior Exterior hang/, Orientation (sf) Value SHGC Shading Shading Fins. Window. Left (SE). 12.5 0.400 0.350 Standard --------- Standard ----- None Window 'Left (SE) 3.0 0.510 0.650 Standard Standard None Window Back -(SW) 24.0 0.400 0.350 Standard Standard Yes Window Back (SW) 20.0 0.400 0.350 -Standard Standard' Yes Window Back (SW) 24.0 0.400 0.350 Standard Standard Yes Window Back ('SW) 18.0' 0.370 0'.350 Standard 'Standard Yes Window Back (SW) 3.0 0.490 0...670 Standard Standard Yes Door -- Back (SW) 53.0 0.400 0:350 Standard Standard Yes Window Back (SW) = -8.0 0,.490 0.670 Standard Standard Yes Window Back (SW) .18.0 0.370 0.350 Standard,' Standard Yes Window Back (SW) .3.0 0.490 0.670 Standard Standard Yes Door Back (SW) 53.0 0.400` 0.350 Standard,.- Standard Yes Window 'Back (SW) -8-:,0 0.490 '0.670.Standard Standard Yes Window Right (NW) 12.5 0.510. 0.650 Standard Standard None Window Right (NW) 1-2.5. 0.510 0.650 Standard Standard None ..Window 'Right (NW) 6.0 .0.'510 •0.650 Standard Standard None. Window. Right (NW) 6.0", 0.510 0.650 -Standard Standard None Window Left (S) 10.0 0.370 0.350 Standard Standard None Window Back (W)- 10:0 '0.370 0.350 Standard Standard None SLAB SURFACES. .Area Slab Type (sf) Standard Slab 2543 HVAC SYSTEMS 11 Minimum Duct Duct, Tested Duct ACCA. Thermostat Equipment.Type Efficiency Location R -value Leakage Manual D Type ---------------- -------- -----'-------------- -------------- ---------- Furnace 0.800 AFUE Attic� • ''R-4.2 '.No No ------- Setback. ACSplit 10.00 SEER Attic.- R-4%2 No No Setback 11 CERTIFICATE OF COMPLIANCE:• RESIDENTIAL Page 3 CF -1R- ----------------- ---------------- ------ Project Title........... STEVE.& JUDY' `SHAMBLIN Date..12/06/00 22:15:45 MICROPAS5,V5.10 .File-SHAMBLIN Wth-CTZ11S92 -Program-FORM CF -1R User#-MP1829 User -Endeavor Homes Run-SHAMBLIN WATER HEATING SYSTEMS Number Tank 'External in Energy Size Insulation Tank'Type Heater Type- Distribution Type.' System Factor (gal) R -value -- ------ ---------- Water Heater to meet minimum CE Standards 5 3 5 D REMARKS' CERTIFICATE. OF COMPLIANCE': RESIDENTIAL Page 4" CF-1R- Project Title ........... .STEVE & JUDY SHAMBLIN, Date-,.12/0.6/00 22:15:45 MICROPAS5 v5.10 File-SHAMBLIN `Wth-CTZ11S92 Program-FORM CF 1R I` User#-MP1829 User-Endeavor Homes Run-SHAMBLIN -------------------,------------------------.- ----------,-------------.----------- 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:... STEVE & JUDY SHAMBLIN` Name.'... Barry Rubanoff `Company. .Company...Endeavor Homes Address. , Address. P.O. Box•1947 OROVILLE,, CA.,Oroville,.CA 95965 Phone... Phone...-,530-534._',0300 License. 4 Signed.% IfSign6d. r, (date) + . (date) • ENFORCEMENT AGENCY , Name.... Title... Agency. Phone ... Signed.. . ' ; � y , _ • • - i (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... STEVE & JUDY SHAMBLIN Date..12/06/00 22:15:45 Project Address........ 28 CASTLE CREEK CT. ******* --------------------- OROVILLE, CA. 95966 *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-SHAMBLIN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor -Homes Run-SHAMBLIN --------=---------------------------------------------------------------------- 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 manufacturer's 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(i): Slab edge insulation - water absorption rate no greater than 0.30, 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,(g). Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 • MF -1R Project Title...:...... STEVE ---------------------------------------- & JUDY SHAMBLIN Date..12/06/00 22:15:45 MICROPAS5 v5..10 File-SHAMBLIN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-SHAMBLIN a. Closeable metal or glass door. b. Outside air intake with damper and control c. Flue damper and control ; 2. No continuous burning gas pilots allowed. 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. 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 ICBO 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,- UL181A, 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 78% thermal efficiency, on-off ` switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. ` F MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R - -----------------------------.---------- Project Title.....:.......STEVE & JUDY SHAMBLIN Date.:12/06/00 22:15:45 MICROPAS5'v5 10 File-SHAMBLIN Wth CTZliS92 Program -FORM MF -1R User#-MP1829 User-Endeavor•'Homes Run-SHAMBLIN b. Cover for outdoor pools or outdoor.spas.. , 3. Pool system has directional inlets'and'a circulation - pump time switch. 1.15: Gas-fired central furnaces, pool -heaters, spa heaters or, household cooking appliances have'no continuously burning pilot light (Exception: Non -electrical cooking appliances .. ' - r r. with. pilot < 150 Btu/hr). a - 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 S lumens/watt or greater switched at`the entrance to the room or one of the alternatives to,'this requirement .,allowed in Sec. 150(X)2.; and recessed ceiling fixtures, are IC (insulation cover) approved.. a IF F. r 1 COMPUTER METHOD SUMMARY Page 8 C-2R Project Title........... STEVE & JUDY SHAMBLIN, Date..12/06/00 22.15:45 Project Address ......... 28 CASTLE CREEK CT. ******* -----------=--------- OROVILLE,_CA. 959.66 *v5.10* Documentation Author... Barry Rubanoff a', *******.' Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone ............. 1l---------------.-- -- Compliance Method .... ....MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc_" I MICROPAS5 v5.10 File-SHAMBLIN Wth-CTZ11S92 Program-FORM C-2R User#-MP1829 User-Endeavor Homes ,Run-SHAMBLIN MICROPAS5 ENERGY USE SUMMARY = --------------------------------- Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin = = Space Heating......... 19.86. 18.91 0.95 = Space Cooling.......... 12-.,77 ;11.99. 0.78 = Water Heating. ;11.21 11.21• 0.00 = Total 43.8.4 42.11 1.73 = *** Building complies with Computer Performance ----- GENERALINFORMATION. Conditioned Floor Area..... 2543 sf Building Type.......... Single Family.Detached Construction Type ... .... New •. Building Front Orientation. Front Facing%64deg (NE) Number of Dwelling Units... 1 Number_of Building Stories. 1. Weather Data: Type... •. _-.... ReducedYear Floor Construction Type....- Slab On Grade Number of Building Zones... 1 Conditioned Volume.. 23465 cf_ Slab-On-Grade Area......... 2543 sf Glazing Percentage.....:.... 19:1 6 of floor area = Average Glazing U-value.-.'..- .0.44 Btu/hr-sf-F Average Glazing SHGC....... 0..49. Average Ceiling Height..... 9.2'ft COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... ------------------------------------------------- STEVE &,JUDY SHAMBLIN Date..12/06/00 22:15:45 U- MICROPAS5 v5.10 File-SHAMBLIN Wth-CTZ11S92 Program -FORM C -2R R -vat User#-MP1829 User -Endeavor Homes' Run-SHAMBLIN HOUSE BUILDING ZONE INFORMATION Floor ---------- # of Vent, Vent Air 229 Area Volume, Dwell. Cond- Thermostat Height Area Leakage Zone Type. (sf) (cf) • Units itioned Type (ft) (sf)• Credit 'HOUSE No TO PORCH. ----- - - - - ----- - - - - - - Residence 2543 23465 1.00 Yes Setback 2.0 Standard No TO GARAGE OPAQUE SURFACES 90 Area U- Insiul Act ,. Solar Form 3 Location/ Surface . (sf) value R-val Azm Tilt. Gains , Reference Comments H_ OUSE 64 ----- ----- ---------------- 1 Wall 386 0.064 17.8 64 90 Yes. W.19.2X6.16 2 Wall 196 0.064`17A .64 -90 No W.19.2X6.16 3 Wall 372 0.064 17:8 154 90.Yes W.19.2X6.16 4 Wall- 21 0.064 17.8 154 90 No W.19.2X6.16 5 Wall 461 0.064 17.8 244 90 Yes- W.19.2X6.16 6 Wall 377 0.064 17.8 334 90,Yes W.19.2X6.16 " 7 Wall 21 0.064 17.8 334 90 No W.19.2X6.16 8 Wall 15 0.064 17.8 199 90 -Yes W.19.2X6.16 9 Wall 15 0.•064 17.8 289 90 Yes W.19.2X6.16 10.Roof 2543 0.038 30 n/a 0' Yes R.30.2X4.24 ATTIC 14 Door 20 0.330 0 64 90 No, None TO GARAGE PERIMETER LOSSES FENESTRATION SURFACES Length F2 Insul. -Solar U- Surface (ft) Factor R -vat Gains Location/Comments HOUSE (sf)'Value-SHGC ---------- .11 SlabEdge 229 0.760 R,-0 'No TO.OUTSIDE 12 SlabEdge 65 -0.510 R-0 No TO PORCH. 13 SlabEdge 24 0.510' R-0 No 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 (NE) 30.0.0.510-0.650 64 90 Standard/0.76 Standard/0.68. 2 Window Front (NE) 42.0 0.510.0.650 64 ' 90,.Standard/0.76 Standard/0.68 3 Window Front (NE) 6.00.490 0.670 64 90 'Standard/0.76 Standard/0.68 4 Door Front (NE) 20.0 0.500 0.650 .-64 .90. Standard/0.76 Standard/0.68 5 Window Front (NE) 6.0 0.490 0.670 64. 90 Standard/0.76 Standard/0.68- 6 Window Front (NE) 7".5 0.490 0'•.,670 64 90. Standard/0.76 Standard/0.68 7 Window Front (NE) .42.0 0.510 0.650 64 90 Standard/0.76. Standard/0.,68 COMPUTER METHOD SUMMARY Page 10 C -2R - - ---------------------- Project Title.......... STEVE & JUDY SHAMBLIN Date..12/06/00 22:15:45 -------------------------------------------------------- MICROPAS5 v5.10 File-SHAMBLIN _Wth-CTZ11S92 Program -FORM C -2R I User#-MP1829 User -Endeavor Homes Run-SHAMBLIN ----------------------------------------------------------'-------------------- FENESTRATION SURFACES Exterior Shade Type/SHGC ----- --------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76' Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0'.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Area U- Act Rght Orientation (sf) Value SHGC Azm Tilt ---------------------- 8 Window Left (SE) ----- 24.0 ----- 0.400 -------- 0.350 154 ---- 90 9 Window Left (SE) 3.0 0.510 0.650 154 90 10 Window Left (SE) 12.5 0.400 0.350 154 90 11 Window Left (SE) 3.0 0.510 0.650 154 90 12 Window Back (SW) 24.0 0.400 0.350 244 90 13 Window Back (SW) 20.0 0.400 0.350 244 90 ,14 Window Back (SW) 24.0 0.400 0.350 244 90 15 Window Back (SW) 18.0 0.370 0.350 244 90 16 Window Back (SW) 3.0 0.490 0.670 244 90 17 Door Back (SW) 53.0 0.400 0.350 244 90 18 Window Back (SW) 8.0 0.490 0.670 244 90 19 Window Back (SW) 18.0 0.3700.350 6.67 244 90 20 Window Back (SW) 3.0 0.490 0.670 244 90 21 Door Back (SW) .53.0 0.400 0.350 244 90 22 Window Back (SW) 8.0 0.490 0.670 244 •90 23 Window Right (NW) 12.5 0.510 0.650 334 90 24 Window Right (NW) 12.5 0.510 0.650 334 90 25 Window Right (NW) 6.0 0.510 0.650 334. 90 26 Window Right (NW) 6.0 0.510 0.650 334 90 27 Window Left (S) 10.0 0.370 0.350 199 90 28 Window Back (W) 10.0 0.310 0.350 289 90 Exterior Shade Type/SHGC ----- --------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76' Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0'.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ----- ---- ---- ---- --------- ---- ---- ---- ---- ---- 12 Window 24.0 6.0 4.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 13*Window 20.0 4.0 5.0 0.50 1.25 n/a n/a n/a n/a' n/a n/a n/a n/a 14 Window 24.0 6.0 4.0 2.0 1.25 n/a n/a n/a' n/a n/a n/a n/a n/a 15 Window 18.0 3.0 6.0 10.0 1.25 n/a n/a n/a n/a, n/a n/a n/a n/a 16 Window 3.0 3.0 1.0 10.0 01 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door. 53.0 8.0 6.67 10.0 1.25 n/a n/a n/a n/a n/a n/a. n/a n/a 18 Window 8.0 8.0 1.0 10.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 18.0 3.0 6.0 10.0 1.25 n/a n/a n/a .n/a n/a n/a n/a n/.a 20.Window 3.0 3.0 1.0 10.0 0 - n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 53.0 8.0 6.67 6'.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 8.0 8.0 1.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a ' . COMPUTER METHOD SUMMARY Page 11 . - . C -2R Project Title..'........ STEVE & JUDY SHAMBLIN,,. {1 Date..12/06/00'-22:15:45 ---------------- - _MICROPAS5 v5.10 File-SHAMBLIN Wth-CTZ11S92 'Program-FORM'C 2R User#-MP1829 User -Endeavor Homesx Run-SHAMBLIN ---------- ---------y ------------------------ -. SLAB•SURFACES , •------------- Area Slab Type ' HOUSE ` Standard- Slab •2543 'HVAC SYSTEMS i Minimum Duct Duct Tested Duct ACOA' Duct System Type Efficiency Location R -value" --------- Leakage' Manual -D. Eff ----------- HOUSE ------- - - - - --- - - R - -- - ------'----- - - --- - - - - -- Furnace 0.800-AFUE Attic- R-4.2 NoNo 0.737 ' ACSplit . _10.00 •SEER.. Attic R-4,.2, No No .0.645 s WATER HEATING SYSTEMS y Number Tank External inEnergy Size -Insu:lation Tank Type ------------ Heater Type Distribution -Type, System ----------- ---------:---------- - Factor •(gal) = = R -value" Water Heater - - - -- to meet minimum CEC..Standards ; --- - - - -_- - - - - - REMARKS A , HVAC .SIZING Page 12 HVAC Project'Title.... ...... STEVE &JUDY SHAMBLIN Date..12/06/00.22:15:45' Project Address.......:... 28 CASTLE CREEK CT. ******* --- OROVILLE, CA.,95966 *x5.10* 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..... it --------------------- Compliance Method...... MICROPAS5 x5.10 for 1998 Standards by Enercomp, Inc. -------------------- MICROPAS5 v5.10. File-SHAMBLIN Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-SHAMBLIN GENERAL•INFORMATION ------------------- Floor Area. .' 2543 sf Volume.. .. 23465 cf- Front Orientation. ....... Front Facing 64.deg (NE) 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 .Heating'. Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 17691 -7295 Glazing Conduction. ......... 8613 5598. Glazing -Solar. .. .............. n/a 10760 Infiltration..'.............. ..... .13347 5480 Internal Gain...................n/a, 2100 Ducts ................................... 39,66 3123 Sensible Load... ........ ....... 43623 .34357 Latent Load... ........ .. n/a 6871 Minimum Total Load 4'3623 41229 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air.,flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be, considered. It is the HVAC designer's responsibility to. consider all - , . I fq '91 . . . . L , . .� I . . . I . . . 1. * . . , . . -� � , . - . — .— - - ��- I . �r . I . . .. . . " .. . . I . � . . . I . I - � .. . .1 11 - ...� .1: �� , — *� .� � � I � * '.� " , . , . I . 1. ." I -1 4 �,, z:,:. - - - - " ,-� t 1 4 .. -1 ��! - . � - ,r - 4- 1 .. . : *, I I . -!,.. -1 .11 t.1, tl�., .� � � A - :1 I , . . . I . 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Box 1137 Jay Chesson Gridley, CA 95948 POO�hSPEC,�FlATIONS �t5sq.fl SIZE LL�� (C�57� PF/ II�ETER DEPTH �_ TO a VOLUME'"`GALE CONS CTIOEPNS SPECIE CATIONS RAM pm x ?� LOVES x OUT •5� - x ,� EXCAVATION (COPIN _ NT_I _"' `^"' FENCE: DOWN BY UP BY R,_ HOURS OF GRADING _ LOADS TO DUMP m •---- STUMPS LEAVEIHAUL CONCRETE STEEUGUNITEMLE/PLASTE 0 VORTEX) RAISED BOND BEAM x height RAISED BOND BEAM -- Fr. xhejght DECKTIES --- TILE 3 � COLOR OF PLASTER S 5725 CAP FOR BOND BEAM CAP FOR RAISED BOND BEAM SPA x LENGTH OF DAM CAY, FOR DAM SPILLWAY D. gWk k* -m PLUMBING SPECIFICATIONS POOL- NO.OF RETURNS MAIN DRAIN SITE 1� SIZE OF SUCTION LINE FRORSKIMMER SLIDE —` FILL LINE 7 FOUNTAIN UN t ,,SOLAR HEAT "Ts POOL CLEANER REVERSE FLOW PLMG. ----DIV. BRD. --PRONG JI, SPA MAIN DRAIN SIZE =NO. OF JETS LIGHT __ RETURN VALVE TYPE UTILITIES ELECTRIC BY GAS BY OL DECKING (C LEVER' �) SO. FT.TYPE FINISH L° FOOTINGS ^ f_ -x—\ MASTIC DIVIDERS:TYPE WAALM DRAINS "'- RISERS ft. de7ld) POOL EQU ..111 NT _0 , F HOME C2_ DRAWNBY BOARD --BOARD STANDARDS YJ SLIDE S_TTTAC/RC COLOR �� d GRAB RAILS/STEPSai;ZLADDEA`-t56-HANDAAIL - VACUUM HEAD AND FE OF Of SALESMAN MAINTENANCE KIT AND POLE �� E BUSINESS MAP BOOK PAGE: CHECKED BY - TRACT NUMBER: LOT NUMBER: ILTER.TYP, SIZE PUMP:TYPE SIZE N HEATER:TYPE "' SIZE 00087 BUILDER NOT RESPONSIBLE FOR CONCRETE. SHRUB- _ BERY AND / OR UNDERGROUND OBSTRUCTIONS IN BLOWER:TYPE SZE AMP ACCESS POOL CLEANER TYPE SEPARATIONTANK THE UNDERSIGNED APPROVES THIS WORKING PLAN POOL ACCESSORIES AND SCKNOWLEDGES RECEIPT OF A COPY: LIGHTS: POOL J SPA 1— LENSE KIT HOME C2_ DRAWNBY BOARD --BOARD STANDARDS YJ SLIDE S_TTTAC/RC COLOR �� d GRAB RAILS/STEPSai;ZLADDEA`-t56-HANDAAIL - VACUUM HEAD AND FE OF Of SALESMAN MAINTENANCE KIT AND POLE �� E BUSINESS MAP BOOK PAGE: CHECKED BY - TRACT NUMBER: LOT NUMBER: TYPICAL POOL 3' TO 8' DEEP any compeciflc 9 can be used .for a 1.0 ft. rased bond beam for a 7.0 ft. deep pool.-. within 10 Can be used fora 2.0 ft, raised bond beam fora 7.0 ft. deep pool. -+ within the specifie ADJACENT HOUSE F❑❑TINGS 11' TH Water, ft T, inches SEE NOTES _(TYP)I-+- N IFE N FEET J3 BARS SPACED 12" C -C E.W. TYPICAL A L 2 & 3 ;7 VERT, REIN. SPACED 12' C -C FR 8' (TYP) HORIZ. REIN. 1 5.0 10 Normal SPACED 12" C Exp. SI 2' RAD MIN. SEE NOTE 16 2' 70 5' RAD EXTRA TRANSVERSE REINFORCMENT- #3 10' LENGTH SPACED A' 1-#3 E.W. AT DRAIN ON 12' CENTERS BETWEEN MAIN BARS, CENTERD ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) LONGITUDINAL SECTION NOT TO SCALE EXPANSION JOINT DECK SLAB -.►1 11" (-+- TILE VINYL 1 1 1,5" MIN 6"-f-- 1 (TMP) 2 2' TO 5' RADIUS �- 3' MIN, SEE RADIUS NOTE (TYP) 3 II tg SEE SCHEDULE 4 5 s 7 FLOOR t9 SEE SCHEDULE SECTION A -A' DETAIL NOT TO SCALE SLAB _VERT. REINF. SEE SCHEDULE 6" 8" 6" " } f OPTIONAL 1 " ALTERNATE 12' BOND BEAM 3" MIN, SEE NOTE 11 12 LOCATION OF BOND PLACEMENT (TYP) i BEAM BAR (TYP) _ SEE NOTE 20 12" I FOR DRAINAGE COPING + CONSIDERATI❑NS CANTILEVER DECK NnT Tn scAl F NOT TO SCALE G-ff j r_mk'n WAY LIGHT NICHE NOT TO SCALE VERT, REIN, CONTINUOUS, FOR i" MIN. GUNITE ,LL AROUND GUNITE 8" RAISED BOND BEAM NOT TO SCALE BOND BEAM REIN. 3-#3BARS NOTCHED BEAM (BRICK) HORIZ. REIN. _ k3 BARS 8' C -C NOT TO SCALE FOR FREE STANDING WALLS EXPANSION JOINT BEND DOWN 2-#3 BOND BEAM BARS I-#3 BAR BEND AS SHOWN SPACING SEE SCHED, ROCK SKIMMER 5'MAX. NOT TO SCALE HIGH , ROCK 7' MAX. 6" HIGH SEE NOTE 13, OR ENGINEERED FILL 24"MAX, tg SEE SCHED E+ -COMPACTED TO AT LEAST 90% OF MAX, DRY DENSITY OBTAINABLE IN THE ASTM D1557 COMPACTED TEST 12"4" I T3-#48ARS J3, 12"O.C. EACH WAY HORIZ. RIENF. #3, 12 C -C RAISED NOTCHED BOND BEAM (ROCK) & WATERFALL SLAB (EITHER RAISED OR AT GRADE NOT TO SCALE T SEE SPA 1 WALL SCH, 6 VERT, REIN. SPA WALL SCHEDULE any compeciflc 9 can be used .for a 1.0 ft. rased bond beam for a 7.0 ft. deep pool.-. within 10 Can be used fora 2.0 ft, raised bond beam fora 7.0 ft. deep pool. -+ within the specifie Gunite Depth of Thickness Water, ft T, inches 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 Vertical Reinforcement J3- 12 inch centers. NOTE: Greater wall thickness (T) or double curtain reinforcement may be used if required for plumbing. -I 6" Ir , SEE NOTE 11 SEE SPA H TYPICAL REINF, WALL SCH, ( 112" C -C E.W. 1 1 5' (MIN) of SPA DETAIL TAILS NOT T( SCALE FLOOR REINF, CONT. MIN. i' FROM SPA TO POOL 2-#3 VERT. REIN. 1 SEE FREESTANDING WALL SCHEDULE } HORIZ. REIN, 3.0' MAX. l- 2,0' SPACED 8' C -C 1 T1 SEE SCHEDULE T2 SCHEDULE H 0 R T1 SCHEDULE OPTIONAL CONSTUCTION - REQUIRED SECTION T 2 SCHEDULE 2.0' FREESTANDING WALL DETAIL NOT TO SCALE REINFORCEMENT any compeciflc 9 can be used .for a 1.0 ft. rased bond beam for a 7.0 ft. deep pool.-. within 10 Can be used fora 2.0 ft, raised bond beam fora 7.0 ft. deep pool. -+ within the specifie AND GUNITE THICKNESS SCHEDULE Expansive soil or max. 2:1 (horizontal to vertical) slope with normal soil. 2:1 Soil Category- Normal Exp! Eyp. SI 2 Normal Exp. Exp. Sl Normal Exp, Exp. SI Normal Eyp, Exp. SI Normal Exp. Exp. SI GENERAL NOTES Pool Depth -�• P 5.0 ft. 5.0 ft, 5.0 ft. 6.0 ft.' 6.0 ft, 6.0 ft. 7.0 ft. TO ft. 7.0 ft. 8.0 ft., 8.0 ft. 8.0 ft,. 9.0 ft. 9.0 ft. 9.0 ft, Equivalent fluid pressure = 85 PCF Rankin equation assumed. depth, ft. ob tg' ob tg ob tg ab IL ob Ig ab tg ab tg ob tg ob t9 8 t ab t ob `t ob tg ob tg ab tg depth, ft. extra horizontal reinforcement should extend a minimum of 3 feet post the edge of the romp 0.0 0 6 0 6 1 7 0 6 0 6 0 7 0 6 0 6 0 7 0 6 0 7 0 7 0 7 0 7 1 7 0.0 0.5 0.5 1.0 1.0 1:5 1.5 20 2.5 0 6 0 7 0 6 0 7 0 7 2.0 2.5 3.0 66 1 7 1 8 0_ 0 0 7 1 7 t 1_ 0 _ 3.0 _ '3.5 6 7 7 ^- - 8 1 1 _6 7 1 8 -- - _8 _8 0 7 1 7 7 _ 38 4.0 7 8 7 8 8 ` 1 8 I 8 2 8 4.0 4.5 7 8 8 9 9 8 9 I 8 8 I I 4.5 5.0 5.5 0 7 0 8 1 7 I I 10 2 9 8 2 i 3 5.05 6.0 0 8 1 7--l- 9 11 10 - 9 -6.0- 6.5- -- -- -- -- -- -- 11 10 8 9 9 6.5 7.0 1 6 1 7 1 11 11 9 10 10 7.0 7.5 1 7 1 9 2 12 12 I ) 11 12 7.5 8.0 8.0 8.5 13 8.5 9.0 1 9 2 10 3 13 9.0 floor 0 6 0 6 0 6 0 6 0 6 15 6 0 6 0 6 15 6 0 6 0 6 26 7 0 6 26 7 37 7 floor Soil Category --Normal Exp. Exp. SI Normal Exp. Exp. SI FREESTANDING WALL (Both Normal and Exp. Soil) 13 Pool Depth -- 10.0 fttl 10.0 ft. .10,0 ft. 11.0 Tt7 11.0 ft. 11.0 ft. H = 2.0 ft. H = 3.0 ft. H = 4.0 ft, H = 5.0 ft. H = 6.0 ft. H = 7.0 ft. depth, ft. ob tg ob tg ob tg ob tg ab tg ob tg ob T1 T2 ob T, T2 ob T, T2 ob T, T2, ob T, T2 ob T, Tp depth, ft. &0 0 7 0 7 1 7 0 7 0 7 1 8 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0 3 4 0,0 0.5 0.5 1.0 1.0 1.5 1.5 2.0 2 .0 2.5 0 0 0 0 0 0 2.5 3.0 1 1 1 1 1 1 0 1 01 1 1 2 2 2 -4 3.0 3.5 0 7 0 7 1 7 1 7 1 7 1- 8 - - - - X3.5 4,0 1 8 1 8 3 8 1 8 1 8 3 9 5 5 5 5 5 4.0 4.5 4.5 5.0 I 1 1 8 9 8 8 1 2 1 3 8 8 I I I 6 5.0 5.5 2 9 9 6 7 8---6.0-- 5.5 6.0- 6.5 8 9 3 9 10 8 3 4 9 10 6 6 6 7 9 10 6.5 7.0 7.0 9 9 4 10 9 10 I 7 8 12 7.5 7.5 8.0 10 11 10 11 10 11 9 9 9 10 11 12 1 3 4 1 3 4 1 3 6 2 3 8 2 3 9 2 3 12 8.0 8.5 12 12 10 10 13 8.5 -9.0- -j 13 11 it 14 -- - -- -- -- -- -- - -- - -9.09.5 9.5 14 12 15 10.0 10.0 1 11 2 12 4 14 I 13 16 t 10.5 10.5 11.0 2 t 1 3 13 13 4 17 17 I I I - -t- 11.0 floor 15 7 26 7 46 8 26 7 26 7 4$ 8 0 3 3 0 3 3 0 3 3 0 3 3 0 3 3 0 3 3 floor FOOTNOTES TO REINFORCEMENT & GUNITE SCHEDULE any compeciflc 9 can be used .for a 1.0 ft. rased bond beam for a 7.0 ft. deep pool.-. within 10 Can be used fora 2.0 ft, raised bond beam fora 7.0 ft. deep pool. -+ within the specifie 1 Expansive soil or max. 2:1 (horizontal to vertical) slope with normal soil. 2:1 1 1 1 Con be used for a 3.0 ft. raised bond beam for a 7.0 ft. deep pool. -. pool depth. Con be used for a 4.0 ft. raised bond beam for a 7.0 ft. deep pool. - 2 3 Expansive soil with slope, max.112 ab, Alternate Bars (# of alternate reinforcing bars, n addition to #3 0 12" o.c.) It 13 Site condition that require the use of a freestanding wall usually involve construction of thi on or near a slope. If the toe of the freestanding wall is within 10 feet of a slope 4tg. 5 .Thickness of Gunite (minimum gunite thickness, inches). Continue alternate reinforcement 1.0 ft. post end of radius. 1 pool greater than 5:1 (horizontal to vertical) or if the excavation for the pool is not carried 6 Continue alternate reinforcement 2.0 ft. post end of radius. I through the generally looser surface soils. the engineer should be contacted to determine i 7 Continue alternate reinforcement 3.0 ft, post end of radius. writing if a site specific soil investigation is warranted. 8 Continue alternate reinforcement 4.0 ft. post end of radius. 1 GENERAL NOTES 1 1 Normal soil assumed to have the following properties: 10 A pressure relief valve shall be installed in pools located in areas where the ground water tc Equivalent fluid pressure= 35 pounds per cubic foot (PCF) I or potential perched water instersects the pool during any period of any given year. Up to 2 inch diameter pipe may be placed in the lower outside corner of the bond beam Unit Weight = 120 PCF Expansive soils assumed to hove the following properties: I11 provided o minimum of 1.5 inch clearance is maintained between the pipe and ony parallel reinforcement. Pipe placed in gunite shall be wrapped with visqueen or heavy brown paper, Equivalent fluid pressure - 50 PCF Unit Weight = PCF I except where it posses perpendicularly through the gunite. _125 Expansive soil with slope: 112 Soil shall have minimum bearing value of 1000 psf, 150OPsf for freestanding wall. t 3 Gunite shall be placed on or against firm undisturbed soil. Equivalent fluid pressure = 85 PCF Rankin equation assumed. 114 If expansive soils (clays) are encountered, the sides and bottom of the pool excovotion mus, 2 For house footings L = 1.0 to 3.0 ft., add 2.0 ft. to depth of pool (ie. depth 0.0 begins at 2.0 fl.) if footing parallels pool excavation, engineer shoed be consulted to determine if be in moist condition immediately prior to placement of gunite, r if slopes ore encountered .n expansive soils with raised bo 1 If I re renter than 2:1 o s e P 115 slopes o g P t temporary su ort exists for footing while excavation is open, uo e PP 9 aor beams, the engineer should be contacted before proceeding. I16 Minimum radius for wall to floor transition is as follows: 3 4 h 1 001. r h footings 3.0 to 5.0 ft., add 1.0 ft. to depth o P h For house oo gs L P unite shot) be proportioned and toted according to U.B.C. section 1922 and ACI 506, C P D P 9 Min, f. pith, ft. Min. Radws. ft. Depth, ft. M Radius, t 5 Cement to aggregate, in dry weight, shall not be less than five to one. Gunite 28 -cloy compressive strength shall be 2000 psi or greater. 1 5.0 2.0 7.0 4.0 6.0 3.0 8.0+ 5.0 117 is 6 Reinforcement steel shall meet ASTM A615-40. Lap splices shol be at least 40 bar diameters. All bends shall be sharp. U.B.C. sections 1907 and 1912 shall be used as a guideline. All electrical shall be securely grounded before gunite placed 118. All opplicoble state and local lows and codes shall be followed. 7 Rebor placement should be such that the distance from the inside grout face to rebor should 19 Any condition not specifically covered in this plan or unusual conditions encoutered during 8 be o minimum of "tg" minus 3'. 1 #4 bar may be substituted for 2 alternate #3 bars. excavation shall be brought to the attention of the engineer before proceeding. 12 0 If the rased bond boom portion serves as o retaining wall for soil, the raised portion shouk 9 alternate For areas where a romp hos been excavated and backfill is not compacted to a minimum of I be well drained to prevent build-up of hydrostatic pressures. 90 percent of the maximum dry density of the ASTM D1557 Compaction Test. reinforcemtent 21 PLAN IN COMPLIANCE WITH 1997 UBC, should consist of #3 bars at 6 inch centers, each way (both horizontal and veticol). The I extra horizontal reinforcement should extend a minimum of 3 feet post the edge of the romp excavation on eitherside. Minimum cover of gunite over the reinforcement on the outside of I the pool should be increosed from 3 to 4 inches. PLAN NOT VALID UNLESS BEARING ORIGINAL STAMP AND SIGNATURE W I I i I • _ , ale,". __04_ _ . ,rte Tn U �-v ►Zv ��o 1� 2 G I - I 1 II , > 1 _nito. .. v►c ar � - . ,► l i - Su � �J9 '�L(G' f'V�-Cou�JT�T�t' � I I RD r = 4 ,. � 6 13 H • . . L 6 13 ( �C 'OWE 6 Sp. E `3 {� LOQ V 5 - I 6 04-0 lz� E o ar r. % 1 G� . prl I I k TIF)q�Sr o.,baa,y a T o `�i�ET -�' r � 8 1 fit. ,, , I 6 g 1 � ova I E� .4A vf, ^ r. , vow Wwe/pip1--1 p _ --, V t uf' -' J �1� 0� GtJ ms's , 1 i Q71 1 (00 T' 7 , 14— -1 o r / prn o- ct• , `L o� s ��- �� 5�• � �.�, . CCS ' � ��, , � C� � /- . _v �. rt 5 2 `7 .. ,1 44 , ' eK 7cl s+ `t•�' STl� ..5 I .. � � .fir . _ tt, 1 .5.. n.. Z. . x...%,. , ,... 1 I I oL� r !d Nl WOW A" 1 p11,C lat .. 1i -O 4 t _a c :1f L , ». I ` ._ 1� lbr- wyaNk - r F _ JFK S —01 ,g q _ _ ^ ...__. . .., ,, •,•:..«,n.,r,nuaa 4qr,. r .. .wna .:r*�+,.«-:aett^�:... 13: s.7. , . -.: NPAr cn I , � e., _ .,, «: _ T: w #. > ,,. .,(,.L/-YNI/ � W "`• � r V key 6 � �,.; ,� �- bD , 1 /, j �Ml�a .,';r f. .. Sr r". 15 ,,. ,+ :. .,. V3.µ .. :.. vh• N, GT i o t _. - - o.,., „ 4 15z 9 ----r �)n +--- -7 , ,4• 1-0 Gr_ I � I a ,,•f N y I • 'a fa LTF tJ UTA VT 3 - .��:�A.+. ; . _. __ �,� �-.t�_��1_ - - :_,�,''� , _ ptt� ��r�i2•Ic�fL 1� S�F�D(� �6 '&?D 'RA7IP?,'Pvt, tib I ' Vii- I nl. �- = - l a 1 �� � � � i �; � � M ►� , 'PI°a E1-. VVI �T14 L: -w `�TA C� T) #$ ,rr TEDi 0J 16"%G 'L DZ Ml titq � µ N III z — Butte Count�, � Environ ental Heali - F Q "I3G. 1 2 3 1, '.i O Date v Ml 0. PAelf. vi I DTIC. �G. ------ Z C' �S P TQC, p►Bl,� 1. Sir natur -a a fi'1?','lJ S�vWS {��TC6�1ET7• se a :-77V 51 C110 k 5 IU o t"J �Q Al 5 0 I FOUO BUTTE COUNTY , G2.3d(R)t'o3.I5'(S3Gl - MON A- l3l0 (R) 64.83' (R1 o= 17"31' off" (Q1 BA51S of 5EARING5 (5.0. E3.) 1'i' 31' 15..E ('P G.) N31 53 58 W(RxM)IG3.14(1Z�(M R= 1190' (R)(50 N 31 5U oO"W (BC-) L = 3&.3.851 (R) THE BASIS OF BEAR tNG S POR Foul -AD 3103.90` (5 C) T1 -11S SURVEY IS Tt4€ SOLJT}} 5UTTC COUNTY LINE Cyr- PARCEL Z OF .aa ..M 57 MON _A-t3't(Ri e,ETWEEN Fouwco POINT! AS . G� SHOWN -AMID TAKEN AS... FAST..( ) L - 0 _ 1'1` 31' 0C0" (P,) (m) -. • _ �. `41 1-1" 31' 30', (56 ` V R = 1150' �ti'' 49"1' L - 351. G1' (9,) (PA) - Y ` fi1 i �j((` N �1 351.75' (B C-) 1(10' t3 t .40 c) SCAL E: 1 \ 0 0 p 11 31 13 5c} 1_= 339.37' (R) ^t Q,, � - ��,`1 0' 339.43'(5c) 5 0`r1 D` FOUN Q BUTTE {p PARCEL I CoU1-1TY MON A-138 (Ri ' a• 3.9 AC E S 50.99 (c)OZ) 4.1.2.3 (54 Z I iti�tiiVL� ., .%��CC}'�� S�jr+/�2 S 03 e O3 E Z c 1Z 7 lei OVA i+L.R 55' .♦ (5C- 13`c++ FOR ' Fd R k'_4A D �o Z31./ 7'7--'= /,rte;/�1r-err COG/IV T ?'' PES' f rov.SO(��(R� c} CPO WIDE R /vAA KI D PU E L I C '� 4 1949 po�j'` 4_ S 20003' 1�," E LEGEND Foxtll�l[ 5/q L F' UTEILE7 rEASEME' JTTO05 R IZ ED iii OE EDS A IJt p '70 57 We0*04'41"W(K) �} i.t 4 c�` 23 w(8 ) CAL_CUL.ATi=b IZE 2435 OFEEREID FDR bEDiCATfON �., S. 5 t4' ZZ'OV E PotNT, lI0TK1tJ6 PE (R} TC? -C 41~ CC31�Irl7Y (F Bll TT FD MOV l A5 ISIOTEl� PARCEL 0. SET 12 9-Ela)AT2, PLS 4485 g .101.33 3 99 ACRES 5 75�� 1�l I C" Vo TES S Z7 48 W (M MEAS1.1tZEp LOCAT ON MAP M 5`7 _ 50.00 016 4 ©" a. o S79 15015-7,51 (R3i 10 . 54 39 tJ34 N.7 S. // ( i TTE OUNT`{ OF-? [ OP PUBLIC l 50.00 14105 7a S 4 5 0 b 0` OMAP *E-1585 R) o`` vV S G 8°.52° 5!0° WORKS pc ® BUTTE COUQTY 1,62 / ut /� 5 53' 34 42 W _ .`/ �� � N .2.1'47`43"W .9 � � � � WITNESS GoRNErZp- ` \,as X, SET '/2' REBAIZ TAGGED WN 10'WIDE OR.41r..IACIbtTCI-4 PL5 4085. EASEk4E1� p r ` Q N� �- 7-�--�- p til E Fo07 WIDE: " N O A GG E 5 5 fJ DE�DSTF T2 T4F ENJEF-IT STRtP DEE o tJ O - QED T UT !✓ OF PAIZCF_L.5 11 2� 3./4 ArJD Z� �� G O U tJT Y P E 1Z FZ 515 I �I ��I - Oo �i13 6 9 d� m PEM,4n.1AER. .� q C• 4 -- o c0 LA PARCEL 3 t4 23514103 E �o ob 4.32 ACSZES Q Q, (� n/oTE: . TflE EASEMENTS A5 0 n PARCEL 4 E r ` c,e/aED a . fk N !N FSK /5! DEEB S i _ Co�20 0�' � '!✓ 3. 87 ACMES (1' N- R4C7E /44 ARE, 1/d3�-c1 .A .ILS 1NC01VcZ-!15/ V� AAIO GA1V1\,(o 7- -1 I WIDE NO ACCE55 .- RLY LC C,4TECQ :a,, rq m I OF-EDED TCS" Af PIZoXII.�IATc L-OCATIo1�1 tl a 6u7TE COUNTY PER ` V3 •/ N 9 � 3 WtbE CASEMEf.1T PSR i � -- � IZSN l99�- o�oSf3� 9y . 0 m J tt5= 2544 d. R 39l RQDIU5 R,57L.IRNS BEING PARCEL Z A5 SI-t0 .o w . �. WN IN GOOK �o No'C- ��o A: a- d - 90"00 00 OF MAPS, PAGE 5?. A PORTION OF TP 8 /v0 Llw i ) 2d, OCA' t E o .� l �m°..sOUT14 l2 OF SECTION 14. 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BOX 986 OROVILL,E, CAL. 95965 20.c AL0 L . rQAt/E5 A.L.S. 0135 .QEh'fST/IAT/O�t/ EX /HIES : 4/3 t / o /�EPG1T' Ph. (916) 534-9587 ly T� - -