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Home My WebLink About069-310-043- -1 e- - 1 ENCLOSING OSING DECK AREA W/O PERMITS 12/11/9b II J, DAVID KEESLING 69 1-43�, �►-�Q 6312 Contr Aiken Ct,lot 478,KR4C, 0 oville PErmit#2115-87B,P,E,M(new si ngle family 69--31--*43-,, 4282-90B, E KEESLINdip " ' avid, 6312 Aiken Ct,-Orovil-le, Colntr:-'Better Build6rs enclose covered ,area/s]fO6_ 069-7310-043' , -- , 7W 9 2 2279BEES�UMGDavid%212 Aikeh,C�s,o Wt-contr:?,Better,Bu: _ ..encl �ek c- 1 -1 v-area,,,;(replaces,9-4282)* -(KEESLING 069- '-0 V , 31_. . . - - #98-2784- -D AV1b'fi0 6312 'A RELIANCE PROPANE GAS k PIN6& HEATER nI 669-31-0-043 ' #98-2784 KEESLING, DAVID +6312 AIKEN . OROVILLE RELIANCE PROPANE GAS PIPING & HEATER r a 4 a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538;-7§A- (Rev. 38-7 9 PE MIT No. (Rev.12/96) APPLICATION AND PERMIT ` ASSESSOR PARCEL NUMBER n6Q-31-(!,,n43 ZONING BUILDING PERMIT OWNER - n T r _ TELEPHONE SO. FT. OCC. BUILDING VALUATION _ _ OWNER'S MAIUNG ADDRESS A 1% TT R CONTRACTOR'S NAME �� - RFi TAN R V17111PANE. TELEPHONE 877=0799 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING,l312 AI l�%!\, OROVILLB 631 Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ A Describe Work: GAS PIPING An HEATER I Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ �� n ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. r 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. O' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions. Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWaELLING OCCUP. s0 OR ADONs. ( ACC. S.3.50 Fr: NON•REOSID. MULTI.OUTLET 97,50 APPARATUs a SINGLE OUTLET CI R. OUTLET OR FIXTURES 20 @ 1.00 EX. OCCU BAL @ .50 p 5.00 Ex. Occup. DUTLEEDTS ESID.) Ep Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 11 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this 'permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. [[ "�f X � �.-s-w �C�.�•c...�.r � _ � ,�. _..e.+..�r Date . ,,�- � -:7-:7X Signature of Applicant - OfOwner' ❑ Contra for ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction( of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 35,OW 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. D FEES IMP FLOOD CDF PARCEL PD HD ISSUE x This permit is hereby issued under the applicable provisions in the Butte County Code and/Resolutions to do work indicated above for which- fees have been paid. 12/2/98 By ! %I-•....- Date LT 12/2/99 v U PERMIT EXPIRES ON Date Receipt No. LJ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 ��V COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538�y -PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `�� - Q-7�" ASSESSOR PARCEL NUMBER 069-11-0-043 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTORS NAME IRFT-TANCF PROPANE TELEPHONE R77—n799 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. $ 20.00 —FilingFee Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6312 AIKEN, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GAS PIPING, AND HFATFR Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 El PERMIT FEE $ ELECTRICAL PERMIT Filing Fee800V 20.00 Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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 TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. S.3.50FT. NEW gESID MULTI.OUTLET @7,50 a OUTLET CIR.OWER APPARATUS 2O �' 00 Ex. Occup.OUTLET OR FlxruREs BAL @ ,50 FIXI Ex. Occup.OUTLETS AP NS °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation �f 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date Lie , �G%� Signature of Applicant - • Own ❑ Contrfor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 35,000 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 70.00 HAZ. o FEES IMP FLOOD CDF PARCEL FO HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic d above for whic fees have been paid. 12/2/98 By ate PERMIT EXPIRES ON 12/2/99 Date Receipt No. 25138 WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ® ZONING BUILDING PERMIT OWNER • TELEPHONE SO. FT. OCC. BUILDING VALUATION oyrNEAs MauNG� ss COOR' NAME c /�O HONE CONTRACTOR'S MAKING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Pilin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAKING ADDRESS Plan Checking Fee $ BU LDINO ORES / Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PMCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Cl Other Describe Work: (J'v/-S �C pE{ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W 1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo. oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 d 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'HAZ. compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. -.w WEl11NG OCCUP. SO OR ADDNS. a ACC..0 .0-S.P. ONS NON-RESIDT MULTI.OUTLEi @7,50 POWER APPARATUS asINGLE0Im�CIR. Ex. Occup. OUrLET OR FOcrLIREs BAL @' 0 Ex. Occu . °� a,D,°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating cJzs' .S Cooling Hood 6.50 Ventilation PERMIT FEE $ �/ Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ 6rco VThispermit D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. �% WHITE-D.D.S.-B.D. CANARY- SES OR PINK -INSPECTOR GOLDENROD -APPLICANT FA RESIDENTIAL- 69-31-4 ET. IV°iIAL -Z2- q-. 69-31-43 4282-90B,E KEESLING, David r 6312 Aiken Ct, Oroville E 11( Contr`: Better Builders i (enclose covered area/sf) J=OK O = Not OK = Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Cbonectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not OK = Not Applicable ' =Not Ready RESIDENTIAL (Single & Duplex) " Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 46. Cing. Joist-Rftr. ties -Pu rlin -roof 15rac-Truss-Shthng.-Rfng. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows 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 PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection' ' ° 61. Ext. Steps -Door &Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door-Orainage & Wood -Earth Clearance Looked under Floor O Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters 0 Yes O No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Californla95885 - Telephone: 918,'538.7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 069-310-043 ZONING - RT 1 BUILDING PERMIT OWNER DAVID KEESLIPIG TELEPHONE SO. FT. OCC. BUILDING VALUATION ' 384 @ 5 1,920 OWNER'S MAILING ADDRESS 6312 AIKEN CT OROVILLE 95966 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE CONTRACTOR'S MAILING ADDRESS ' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,920 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 37.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS6312 AIKEN CT OROVILLE 95966 Permit fee $ 72.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW= @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: ENCLOSE _ epc?ws APPT.TCATTON Rini FOR 'R -P- #14989-90g rr Permit Fee $ Contractor ELECTRICAL PERMIT Filin Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): Eir"I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force an effect. License .4o._a2?�1:5 Classification a," -*tee) ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI NEW CONST. ( DWELLING OCCUP.&\ OR ACDNS. l ACC. BLDGS. I _37.50 3.64sq.ft. 13.40 NEW CONSTR MULTI -OUTLET NON -REST BRANCH CIRCITS ^ 5 00 l: POWER APPARATUS e (SINGLE OUTLET CIR. ) FIXTURES Ex.Occup(OIXED Zo 760 A POR Ex. Occup. OUTLETS (RESID )LNSREA.) ( 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 28.40 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): I� The permit is for $100.00 (valuation) or less. L✓–/I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again said County 'n consequence of the granting of this permit. X Signature f A iCDnt – OWner ❑ Contractor Agent ❑ An OSHA ion of structures toverr3gstoriesoin height.Ions over 5'0" deep and demolition or construct -F Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 100 • �O HAz D 111 IMP FLOOD CDF PARCEL PD HE ISS This permit is hereby issued under the y Code and/or work indr which fees cions of &EXPIRES PUBLIC By PE ITte lj – applicable provi- resolutions to do have been paid. WORKS Date 9 � a -ye Receipt No. 117930 100 - 9n WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ✓COUNTY OF BUTTE PARTMEN O;Rj-,UBLIC W "OR .> BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIX95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �Q UI Ke GAS ((y! ; A. P. No. ��" J i' �3 Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form. .. :......................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ...........: . ........... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... ... . uest 20. Pre -inspection for required. o`B�"id. g Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _): ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..'". . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other 47 Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. it Pollution Date Copy of plans sent Health Dept. Fire Dept. Other, Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works SHT. I OF / LA `i GF N.;T ,ORAL W:ALTH A 7 oEAU- ;-� DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER ORIVE t OROVILLE. CALIFORNIA 95965 : Telepnone:(916)536-7541 B U T T E C 0 U N --T Y B U I L D I N G 'D E P A R T M E N T F A X C 0 -V E R S H E E T FAX NUMBER -..(g16) .538-2140 DATE TO: NIc OGS MFS r�ueG '-6-5e7VFAX NUMBER 8��-o13S ATTENTION. STE7/� �ONS�C(��$ C'f/�4i�CES �IJ�E/ZZ"5 REGARDING: A.P. NO. �0�� 3143 PERMIT NO. 428'Z "90 SUBJECT: t -aese- c %�OICC�1 �iUCCDSG/OZ�� Y091L ✓d $ SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW a' [ ] REVIEW AND RESPOND ACCORDINGLY [ FOR YOUR INFORMATION ONLY [� OTHER: fee nezey `/oN>= Co t/yE�S�idiy j )ft///o%E RIAIIA4WA4 4*r& 4L )':oL Coved ®o/zch` �NoLosi�,C'E Yocr �+/EEo e�or ✓usr/� �' EX/SrIA49 f7'D�lSE STi�UcTG//ZE- -r0 � s/ST- o�oiiv� /�- -- S�l��/ci�UT ��vctloRf�-cam �s �,r�oUraEO �o ��s� Lis i�vro r/o�s� . SINCERELY, 4�� JOHN/R. HENRY, P.E. PLA CHECK ENGINEER 41;3' N ' � J 1 t ��!��M-#ufQ�9x1 V! ,[��y (� %\j.�l�ll}�( /,�. ;`L .�(.�� '. AN ecctgnllii t d" FOSCM 7_11�;"' K_ couZ. --j " 9:0 -WL, GLOW% '*'c 'k '—fAm— Wit —�\ r .�• ♦-,�;� _ � u . - This sof of Iry leptonfife ic' MCAM Coy dwr pemis: Werke, comt, 41 2 1 7 . . . . . - - - - - - - propertyi Ir 19 50ft. frc tti. centerlb* s A". for 2 e z tt BL ........... be hall- as shown eoipm'bat easements. 0 K_ couZ. --j " 9:0 -WL, GLOW% '*'c 'k '—fAm— Wit —�\ r .�• ♦-,�;� _ � u . - This sof of Iry leptonfife ic' MCAM Coy dwr pemis: Werke, comt, 41 2 1 7 . . . . . - - - - - - - propertyi Ir 19 50ft. frc tti. centerlb* s A". for 2 e z tt BL JOB ec s n s ENGINEER�r,I`� F' Neelm'R STRUCTURAL ENGINEERS 0 N ,/ IQd-Ivg1I5 - �,, r4f'lJ `\ N p 1 I =A 314 ea s►Je ---\ ��-f- A -A PAGE NO. JOB NO. DATE Z 8 I x o� �I x8 ZX (o bl k w/u k5r- -(;"- blk. z - ria end, o QRO F ESS/0\ 041 1?1;i�W TTE CO `P�q TR�CTUR°P� �P CAL1F'�� 6/ TDP an � 1410 n 1'>ce- k ' f Dp N�11VI JOB e e s i n ries i c) n ce RPAGE NO. ENGINEER �o er i3 STRUCTURALJOB N0. Z� ENGINEERS DATE :�_1MMILIM612 0 U E O' Lk lay' x '�rusS eoi cr� o T dEGk . 'BUTTE C®U�T�r � �gujLOIMG opARTMEIM c EID l�j'.t 9 r rn n wMilWar.�/MI+YML�F..(Y.M"rvhM� . • . T. w . ., � z'-�' 6'a04°Xop -R (� 1 6 s Y ,butte C LAND OF NATURAL \A/EA: TH ; =�.0 , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / CuI1N'1Y CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONL: (916) 538.7541 FAX: (916) 538-2140 June 28, 1993 Better Builders RE: Building Permit #92-2279(Encls Cov. 5263 Royal Oaks Dr. Expiration Date 6/30/93 Area) Oroville,-CA 95965 A.P. # 069-310-043 Dear Mr. Starr: Owner: David Keesling With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: ❑ Permit work started, but not completed. Permit may be renewed for : the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville _ office. Thank you for your prompt attention concerning this matter. Yours very'truly,. JFG:hla j J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: ❑ Renewal Application ❑ Owner -Builder Information ❑ Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 COUNTY OF BUTTE - QEPARaTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovillt, California 95965 - Telephone: 916/538-7541 4282-90 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 69-31-43 ZONING RTI BUILDING PERMIT OWNER David Keeslin TELEPHONE SO. FT. OCC. BUILDING VALUATION 384 @ 4 1 536 OWNER'S MAILING ADDR SS 6312 Aiken Ct Oroville 95966 CONTRACTOR'S NAME Better Buildera TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ ' LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Per it Fee $ 26.50 ARCHITECT OR ENGINEER LICENSE NO. Plan ecking Fee $ 15.00 Energy an Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6312 Aiken Ct Oroville Permit ee $ 51.50 U ING PERMIT Filing Fee 10.00 a rap 2.00 I a r eat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP W er piping 5,00 Ea h qas water heater or vent 5.00 USE OF STRUCTURE SF [JX Duplex❑ Mobilehome❑ Other SPACIFY piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ ItaIIati ❑ er EX Describe work: Enclose covered area Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;0000 AMP ORV OR SLESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE L W I I declare under penalty of perjury (check one): Call am licensed under provision Of Cha Div. 3 of the Business and Profession CO and m licens Is n full f0 a and effect. License No. la s' ication ❑ I, as the owner , or m mployee wit ages as their sole compen- sation, will do the wo k,and the uct re is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am a cl ively ontracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING UP" ORDCON5TR( A CC OUTLET � 21 hdsgft NEW NON-RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS &\ \SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES e0L530 2AL030 EX. OCCUp. OUTLETS ((RESIFIXED D )RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ 19.60 WORKMEN'S CO PENSATION INSURANCE I declare under penalty of perjury (check one): �j TJ e permit is for $100.00 (valuation) or less. /I have placed on' file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte a ainst all liabilities, judgments, costs, and expenses which ay—i accrue against said C unty in consequen he grantin ermit �` � %� ate Signature of Applicant — Owner ❑ Contractor r Q-� An OSHA permit is required for excavations over 5'0" deep demo 1 1 C - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OcC CONST TYPE TOTAL FEE $ 71.10 HAz CUA PARK SCHL FLD PAR PD HD ISSUE Th;s it is nereby issued under sion a Butte County Code and/or work Icated above' for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 84824 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTM 'i'f-bP PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION BATA SHEET % Permit No. 'OWNER U J e 0- SF 1►1 A. ..No. r° Proposed Building Use �� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE REgEIVED APPROVED 1. All items have been submitted . ........................ ........... 2. Plot plans in duplicate/triplicate, signed by prepare of plans ....... . 3. Complete plans in duplicate/triplicate, signed by preparer. of\plans . . 4. Complete engineered plans and calcs, with wet signature on p ns .. 5. Hazardous Material form,.... ...... ................... . . 6. Energy Design Compliance and supporting documentation ..Ccheck) 7. Statement of Intent for Non -Heated and AC Buildings ........... 8. Engineered truss details and layout in duplicate (required prior topl� 9. Mobilehome installation data including manufacturer's i st Nation instructions ........................................ .� ....... 10. Fees of $ ......... ........ 11. Chico Urban Area fees paid ................. ..... ......... 12. Park fees paid ..................... ... . .............. 13. School Distri -t es pai .............. 14. Sanitation approval from He 11th Department 15. City of Chico plumbing permit. 16. Plot plan and business license approval rom C' y of (see City for other requirements) 17. Planning approval for (A) Use: (B) arking: ...... 18. Improvements may be required. Contact Lan Development Section DPW 19. Driveway permit (construction approval quired prior to occupancy) 20. Pre -Inspection for required...Pre-inspec. request to x, Building Inspector (Date) 21. Contractor's license'informat n (No., Name Style, Classifications ... 22. Certificate o WorkllT ns C p�nsation Insurance .................. 23. Owner-BuilLx Verifi do __� (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded co,p�r of Ag 'ot}al Acknowledgment Statement ......... ,25. Letter of sign\at\ure aut riz tion ................................... 26. r/ 27. W,hou issue the er it process as follows: I to owner. Mail to contractor. fX�-- Telephone. ' and hold for pickup atv( d office. Deliver w./inspector. Other Applicant Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 3=es Dr, 67117-V-1AIS cE Pk:�_ t / 2. Additional items required: N Contractor, designer, owner, was advised of above required data by o phone---mailnter by ..date Contractor, designer, owner, was advised of above required data by_phone_mail c unter by date /f1z Plans checked by Date Plans approved by Date I Sets of plans on hold in File cabinet AP folder .Copy—DPW S'S- Complaint Date Other Date -- -BUTTE COUNTY COMPLAINT FORM OWNER r C Address !�` 3 /2 Complaint Location � Z ,'e/ AGtS- :r Zoning Taken By: VIOLATION TYPE BUILDING Q HEALTH Q PLANNING nnQJ OTHER COMPLAINT: h4� PERMIT HISTORY ON FILE 0. NONE AS FOLLOWS: FIELD INFORMATION TENANT: Name Address Description of Violation %::%. OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age Q Under Construction Built By/For-[=Present Owner Q Previous Owner Q Occupied Q Has Power Q Has Gas Q Has Sanitation Facilities QWritten Notice Given & Attached Q Person Contacted Describe Action Taken: ,�fOp )L__ 4-c�" ACTION RECOMMENDED: Information only, f' e. 1 Day Letter LetterHold for Days f Other BY: D Z l Complaint Date Q( Other Date ; BUTTE COUNTY COMPLAINT FORM OWNER Addre A.P.# Zoning r cv _�.�-_ I Complaint LocationA ,�_r��i Vis- Taken By: z -s VIOLATION TYPE BUILDING Q . HEALTH Q PLANNING Q OTHER COMPLAINT: �i9©eA4/l / �'� D ;� U ,.� �►-� C --C Coy��r� PERMIT HISTORY ON FILE Q NONE AS FOLLOWS: FIELD INFORMATION TENANT: Name Address Description of Violation OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age Q Under Construction Built By/For-Q Present Owner Q Previous Owner Q Occupied Q Has Power Q Has Gas Q Has Sanitation Facilities Q Written Notice Given & Attached Q Person Contacted Describe Action Taken: ACTION RECOMMENDED: Information only, file Letter Other 10 Day Letter Hold for Days BY: DATE COMPLAINANT ADDRESS: PHONE NUMBER: OTHER COMMENTS: 145�'rc -c- 0 1ti 0 LP ' 7---. 4lAleCl Mell?7 I r 41 NOM—Al Mw Accordance wih of a quality prey Uniform BuIring. This set of , lent on the jot '.Ie ..y ck.p wr;tfen pemiss Works, County A setback r., property fir of 50ft. fro centerline s' structures o for a 2 ft. eo W 446-L ". 0 4 4A-1 .4 'PO1d?710vI r 41 NOM—Al Mw Accordance wih of a quality prey Uniform BuIring. This set of , lent on the jot '.Ie ..y ck.p wr;tfen pemiss Works, County A setback r., property fir of 50ft. fro centerline s' structures o for a 2 ft. eo W 446-L ". 0 • March 27,, 1992 Better Builders �� _._._..._�. ��-��' r r r, • Attn: John Starr f 5263 Royal Oaks Drive `Oroville, CA.95966j RE: Building Code !Violation A.P. #: 69-31-43, y 6312 Aiken Court, Oroville Dear Mr. Starr: This is a' warning letter to notify you that you�are in violation'of'•the ' Butte County Code at the above referenced location as follows: Failure to obtain- the required permits, inspections., and.approvals-from this office for enclosing deck area of single-family residence. An -application was made 12/12/90 but was not issued due to incomplete plans. The application expired 12/12/91. ` s Since permits and inspections are required for the above work, please contact'• this office within ten (10) days of the date of this letter, submit three ' (3) complete sets 'of plans, apply for the required permits, and :pay the appropriate fees. All work must stop until these permits are issued and. you are authorized ' by our field inspector to proceed. This field authorization -cannot be made until the existing 'work is inspected and approved. Please be aware that Butte County has entered into a, Code -Enforcement Program ' that seeks voluntary compliance with the Butte County Code but provides an effective means' of enforcement if such compliance isnot obtained. If voluntary compliance is not obtained', 'enforcement 'will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving _.this —matter --would-, be appreciated. Should ,.you have any questions concerning this matter, please contact Rod .Taylor or Jim Glander of this office. Yours very truly, William Cheff ` Director of Public Works RT:dms J.F.'Glander Manager,_Building Inspection cc: Assessor , Building Inspector I Fi I. NO. BUTTE COUNTY (For Actioi 1, 2, 3) Public Works Dept. (For Information Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge -Engr. Constr. Engr. Surveys Mapping Transp. Land Day. Drng. /S.I. Sub'. & Pc 1. Maps a Permits its Addr. ..March 27, 1992 Keesling Family Trust ' Attn: David M. & Barbara J. Keesling 6312 Aiken Court Orovilhe, CA 95966 RE: Building Code Violation A.P. {�:" 69-31-43 6312 Aiken Court, Oroville Dear Mr. & Mrs. Keesling: , This is a warning, letter to notify you that you are in violation 'of the Butte County Code at the above referenced location as follows: Failure to obtain the required permits, inspections and- approvals for enclosing deck area of single family residence. An application 'was made 12/12/90 but was not issued due to incomplete plans. The application expired 12/12/91. E ' Since permits and inspections are required for the above•work,-please contact this office within ten (10) days of the date of this .letter, submit three (3) complete sets of plans, apply for ;the required permits, and pay the appropriate fees.._ All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and �pproved' Please be aware that Butte County has entered into a Code-Enforcement Program that seeks voluntary compliance with the Butte County Code but. provides an effective means of enforcement if such compliance is not. obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance_of,citations,._fines,-and-theirecording of a Notice of Violation. Your cooperation in resolving .this matter would .be appreciated. Should you have any questions; concerning this matter, please" contact' Rod Taylor or Jim Glander of this office. Yours very-truly, William Cheff Director of Public Works i RT:dms J.F. Glander Manager, "Building Inspection cc: Assessor Buildino Tnnnar•tnr File No. BUTTE COUNTY (For Action 1, 2, 31, Public Works Dept. —(For)..-.� rmation if ) Director Dep. Dir. Sec. Rd. & Br. Mtce. 'Shop & Yards Bldg. Insp. Admin. 4L DesignEngr. Bridge Engr. Constr. Engr. Surveys Mapping T ran sp. Land Dev. Drng. /S.I. Sub, & Pcl. Maps Permits Addr. u ho PERMIT NO.. 2115-87B, P , E, M PERMIT EXPIRES �� U OWNER DAVID KEESLING CONTR. Better Bldrs ASSESSOR PARCEL. 69-31-43 LOCATION 6312 Aiken Ct,lot 478,KR#4C,Oro - OFFICE COPY Address GAS i Meter.By ELECTRIC �ate�_ Meter By c e ;� y Temp. Power Pole Called PG&E Temp. Elec. Service Called' P Temp. Gas I t, Called P JOB FINALE Slynatur = OK ` Or Not-OKNot , Not Ready MOBILE MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s , Date DECKS,COVERS,CARPORT%GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking' -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood , Awn.; Posts:Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /" L"ft./ P'LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elea 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses , r 9. Siding; Nailing -Veneer -Stucco -Mesh Card=131 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date \.� 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s' 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size-Spacing=Marriage Line Card -131 Date Card -81 Date 3. Gas; MH Test-Demand-Val4e-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s . . 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -131 Date Card -131 Date Card -131 Date Card -B1 Date 9. Health Department Approval r/ ' 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date , = OK = Not OK - t Not,Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s !-`V. Zoning requirements -Setbacks -Ea: Ftg., Main; Soils -Steel -Elected.-/ /" Ftg. De `&,Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Del ,A.;Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwall% Garage; Steel- Blockouts-Wrapped ,Zt Slab; Steel -Wrapped 8. Piers-Fir9olace Fta.`&eel \\ -4 D.W.V.; Fall` flings -Test` sway C/O-SeNver Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Dat _Card -B1 Date Card- Date ° Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air /I ., er Pipe; Test & Anchors -Nail Protection D .V.; Test-Fttngs & Anchors -Nail Protection LW. -Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access -24-Gas Pipe; Size & Anchors Card -131 _ Date rd -B1 Date Card -B1 Date `Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. JWure & Transformer Clearance -Ins. Protection . E . Receptacles Spacing -Lights & Switches at Doors SizO Boxes & No. of Conductors -Stapled x Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech. Fasteners -Bond Gas & Water No"2 Appliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. !ptulated Neutral Yes No Se vice -Riser Conductors & Ground -Main Disconnect 21-tcluip. Clearances Panels-Motors-Mech. Equip. x8Mlothes Closet Light -Shower Light -Spa Light Card-BlWM Dat and -B1 Date Card-Blc Date T Card -B1 Date Date MECHANICAL (Permit) OK except #'s I "-AZ. Ducts Insulation & Support Vent Fan; Exhaust above insulation C densate Drain & Overflow; Size & Grade Af2rnace-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnace in Attic Card-Br/Date go2/BXard-B1 Date Card -a1 Date' ICard-B1 Date Date FRAMING (Plans) OK except #'s ,38;-M5, Proper Material & Anchors 8"alls Studs-Nailinq. SDacinq & Bracinq—Plates-Sound &eE3earing Walls over Girders & Floor Nailing CW ft Stop in Walls rat of) (Irire Stops; urred ing Stairs -Chases -Tub 93-Aeader & Beam -Size &ffe'arino Date FRAMING (Continued) anger -Post Caps -Anchors -Connectors J5,105ge"Joist-FIftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6B-Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions stage Fire Protection Framing . roperty Line Firewall & Openings &Vtxt. Doors -One T -Check Garage -3rd story, 2 exits )_52 -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 54 Siding -Nailing Veneer AK5. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Area -Glass Protecti 'alts; Nailinq-Bolts 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date ``Gard -B1 Date Card -131 Da Card -B1 Date Date FI (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - I Garage; Above Floor-Ducts-Mech. Protection edroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails Fireplace or Stove; Clearances -Hearth c. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance EI 6. Outlets & Receptacles at Kit. Counter �Mt.,age F(re Door; Swing -Landing -Closer A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location . Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. N16. Insul2tion-Foam-Looked in Attic ❑ Yes Z. Guard ails & Deck Construction -Post Caps NA Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked undet Floor ❑ Yes \ . Following instld.; Drive "Yes ❑ No; Walks Yes ❑ No; Planters ❑ Yes ❑ No Stucco; Brown -Finish '84. A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground .-Ventilation throughout House Glass Protection bl�f. Corrections from Previous`kipections 4X@ AKter & Sewer Connected -C/O to Grade -HD Approval nergv Compliance Certificate -Other Certificates Card-BDate and -81 Date Card -B1 Dat /- /- Card -B1 Date Card -Bi— Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico Phone: 891-2751 14 7 County Center Drive, O,�rarvle — Phone: 538-7541 747 Elliott Road, Para♦ ise— Phone: 872-630� CORRECTION NOTICE f'c- -&5z /' 0,U<. �- / /.s- k OWNER PERMIT A routine Inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corr!pWn of work is completed. If you have any question pertaining to this matter r need additional explanation, please contact this office Immediately. .tet �. 001774-012,151 64P 67, Inspector_ !�� Date O i COUNTY OF BUTTE -, DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE IER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector / Date �� }° owner J �EnJt+� Jr+ "'et^�ni"E NC? �'; f '� 1 •is ' 3 F: N L It G Y C 1: R 'T . I F ;I C `�1 '� 10' N - N !`TlfiiCi7f.T:V DTnov _ !1DAITTT T P �•. a LOCATEN t" A.P. No. t � e DESCRIPTION Or INSULATION ROOF Material Brand Name Thickness(in,�hts) Thermal Resistance (R Value) EXTERIOR WALL Material.'. Thickness( riches)611/31/11 CEILING Batt Qr i Trinket'.:. ,-- E.i-be.rg,l, Thickne.s$(i.'nches) 1011/3-5" Loose FUL Type: ;In�ul-safe lid Minimum Ih,ic.kne.s (Inches)_ IIt? Area covered(st ) FLOOR, ELEVaT4'D." Material':' - Th icknes s•( iriatie s) o Brand Name Theziva-1, Resistance R Value)g� " Brand N4me('Pr,a; nrpPd Thermal Resistance(R Value)-jn�jj1 Brand Name -C-eFteiRzeed Number of hags_._ Wt. per bag -lb, Theimal Res isLance (R Value) qp� ' Brand ''Name Thermal Resistance(R Value) ,LOOK, SLAB: • Material Brand,Name Thickness(inc�bes) Thermal Resistance(R Value) FOUNDATIO$1 IVALL' Material s Brand Name Thickn s, s) Thermal Rusistance(R Value)_ I hereby_ ce.1tify that the above insula tion •Was• .ns'talled in the above building in confoeW t:x the State of. California Energy Requirements. TT AMTMO 272��E1 STATE CONTRACTOR'S LICENSE NO. •, �TUnE,-` Ur; ST[� :IXT (N -A l'L CATtd DATE I hereby,' cett'i.fy', etre above. insulation and all .reGluired items as shown on' the i= Building Uep ittrftnnt approved plans and at-tachments have been installed as required State of. California Energy Requirements. All equip inp tt; .devises and materials are of tale quality Prescribed or are speeifical,Iy'..A proved by the State of California-' FIRM (Please Print) STATE CON'TRACTOR'S LICENSE NO; SIG F' C$',:NERAL CONTRACTOR/OWNER 4^> DATE THIS CERT PKPATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INS PECTId AE�'EtOVAL AND A COPY SHALL BE POSTED"WITHIN THE BUILDING. t January 1984 �,p..,....:.+..•+'.�•+r�.r—..—�...-- :'frl,.: ".::.Ff.F. ......... .... __..eu,•.J..... n.5«ffi1�+...+w•�- y..-..._ ,...w.....r�� . .._...^_,-.... ._.. .—_ .. .gr..- ...... .-,. ...- ,1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT_NO� 7 County Center Drive - Orovil le, Califorrviu 95965. - Telephone: 916/538-750021?— APPLICATION 16/538-754s APPLICATION AND PERMIT ASSES 'O PA L N M R j —�— ZONIN .� BUILDING PERMIT OWN ti 1 TP-RHONft – SO. FT. OCC. BUILDING VA UATION OW 'S AILIN AD RESS nn Ca a%6 CO TOR'S NAM TELE P ONE 0 l C 'NTRACTOR'S MAI G A RESS Fireplace CONST UCTIO LENDER UNKNOWN rt Total Valuation $ 61 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ M6 Energy Plan Checking Fee $ �! 1 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 'A Permit fee PLUMBING PERMIT 10.00 Each Trap kFilingFee 2.00 Solar or heat pump water heater 0.00 LOTty0. /n SUBDIVISI Ny{AME //`/. PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFJZ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 0.00ea TYPE OF WORK New Addition❑ Remodel❑ Utilities[:]Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100v OR LESS 100 AMP OR LESS 10.00 OD Main service EA. ADD'L 100 AMP 2.50 5O CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): ® I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 1�.4 °.�.� Classification �,ieap ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� , �20sgft New DDNS. A MULTI -OUTLET OUTLET NON-RESID, BRANCH CIRCUITS) 2.50 ea (POWER APPARATUS e\ SINGLE OUTLET CIR. / / Ex. Occup\OUTLETS OR FIXTURES ?ALI 30 sAL030 FIXED APPLNS. R Ex. Occup. OUT LETS (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure.. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANIC L PERMIT Filing Fee 10.00 Heating 11,01 Cool ng /1.00 Hood 3.00 no Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againsto all liabilities, judgments, costs, and expenses which may in any way accrue again t said County i -consequence of the granting of this permit. 4& A/I- X Date 1�`1l Signatur f Appl ant – Owner ❑ Contractor ® Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. ! Mobile Home Installation Fee $ Energy Inspection Fee 3Q, TOTAL PERMIT FEE $ CUP. CONST. YPc PLo o.o ✓ PARC PD NDCfIi99UE This p mit is hereby issued under sion of the Butte County. Code and/or wor in icated ab o a for which E R OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. �_i 7� �� WHITE-D.P.W., YELLOW-ASS93SOR, PINK%INSPECTOR, GOLDENROD -APPLICANT I ' `b OUNTY OF BUTTE - DEPARTMENT, OF PUBLIC WORKS - BUILDING DI -.-7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No: OWNER ��{7f� ��Cc�'.� A. P. No. Proposed Building Use <J Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11.. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑.). —15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. 'Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. / 19. Driveway Permit. _( //P 20. Plot plan approval from city of 22. When you issue the permit, process as follows: Mail to owner, _ Vail to contractor. Telephone and hold for pickup at—off ice, Deliver w/inspector. Other A 1 Applicant -� - Date V Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pri to ermit issuance: (Circle new item not checked above). 1. Index permit for above item N 2. Additional items required:. Contractor, designer, owner Contractor, designer, owner, Plans checked by Copy—DPW 1Ised of above required data by_phone---nall—counter by date vised of above required data by_phone_mall_c inter by date DatPlans approved by Date _ Sets of plans on hold I File abinXt AP folder — Flours: 10:00 a.m. - 3:00 p.m. 4• 'i North Burbank Public Utility District. 1960 Erin Street OROVILLE, CALIFORNIA 95965 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS Telephone 533-2000 49-87 This verification form must be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. Applicant: David Keesling (Better Builders Constr. ) Applicant Address: 380 Lodgey- ew Dr., Oroville, CA 95966 Applicant Phone No.: 589-2547 Property Location (s): 6312 Aiken Court A. P. No. (s): Kelly Ridge Estates - Lot 478 - Unit 4C , 69-31-43 u Fees Paid: All fees Daid r Application for service approved: June 26, 1987 North Burbank Public Utility District Inspection(s) made and successful test(s) observed: Location: . M Date: North Burbank Public Utility District release to close permit: Date: By: N,. FOW3 I L' r "s R t"V1Lrr�fi4✓ciikl7h �1��°djEr7 t {} s k.0 r, Y,..' 9, r t�k �'7�`�i ••y'� .rt "` -'" H �. r: 4' i} •{,.` r:a.. - • rPX LS, '!! •..}}LfR^/� P `rye f C lA f !t.. ]�' { Sf i ♦ 1 .r N E ifi R 1 y �l;y f $ Ott it cogftt'y Cede .xegc�ir�c� ��i;a acknowledgement . � Dryys ;�� L ,aryx +'corded. piC a� ssuance of- b4iXdYng permit 14tJ �((}�� vll i1+•" t''• h ,•"! r _ ': f r. .T f i ��• "JUL tx • 'The .herein is, adjacent to lan'04i included' ittsfn an areaoac agr icu Mural f purposes, 'and residents of thisCANDAC $ ,property mayitbq,' c �,e to. inconveniences" or disd6mfoft ariaing from , A the 'use nf, aQxictiul� ut �; a iemicals, including, °but oot;,limited',tb .herbicid ryy i" 3ytr$ f+ertil3 ti+a S44t d 9from;the •pursuit oftagricuji.UYAI 6pexations including, ,bu. not, .lim.#t, p'cCttltiVation,w.ing,-.spraying, pruning; anis havatiEig wh•i.ch occasionally„gen.erate duets .` �apnke., noise, avid adti T,.,,,,Butte County has established: agri:cultura.l• zones which',have"as a' x pfcioity use for"i agricul.t.uaral,,purposes, ani residents within said. zones and on x z 'ttt jaceat :property s ao� d be prepared', to,�,ac:cept 'such ;a konvenience or disconform from nozmal, { . i.a.�ecessaTy farat':c�pezat.tona... ,• ,. •, .,. � t T . • . ,Wry ,r �' £ . s i>>� g A11: that read? r pakty situate in.,t'he. County pf`-Btiitt State of. Californial,l described ,c zas;a fi follows : � �a`IH�� . •uiu;/. �C - Jit' %• %�ti� g ©�?6v/��F . �/��/ , , Vi- co al N i, s.�i,�.yher x �. `3�'t,c a. � .. , t • <l Cllt�A �rt=� r' �Npl'DO 3 S r Dato, e;, PROP R Y;OWNERS a state of On -this the%, 19 �1 , before �~ r ,Y:.SS. me, the urldersilt;ed Notary ,,Public, personally' appeared � t Caiuoty Of dya .. 2 S to �.,,. ll •y .!,` i•>,r #,. / Personally -.[mown to m@.• : / Proved to ane on the basis. 7 of satisfactory evidence. to' be the petson(s) ..whose'name (ssubscribed' to Pike Amsi�[�+swi' 1N�.� aoi!;. FR the within instrument arid'acknowledged that VjQ. KEt.t.Y J N an executed the 's 1Aame 'for 'the ,purposes therein contained. +� aoFaaE f Y � ,• NotA.M: a IN WITH SS ,WHEi2E0P I hereunto set m hand and official �seal ; z Coirwrtswoia Hitch $ 1990 e 'MY �trarrarweeswe�t+wl:��iw,�A�t�rsi9�e-. • r Not ublic 'Present A. P,' No 3r '' l =tl`- tMf..N,•••er¢ ' .,a �YM1 � .. ...._w ..R.i. , ..... ... .. ._._�..,_.. ....rn - .n.. .... .— ... -n..e e-�-w.. ..... •..r. ^.� tA 44' lIx �v ! V, , ?, , - &-C: f WIC." Ev-1 AA64 t. I At: KA R. WEI&H 7 I � ups &gr AO. .3y WATa owA. ..... Aw- -1.43f. ty d 3A�-zt 3a 100 -Z 13 30, 211 " <--67 1,012, :010�?-. o 4e., 14 Li 12 ff 4.4 , J-3 J S, ................ �� - ��t �3 �� `' ass � �� ,��: 5 .� ,� . '� °• c.f '1. / / ,��' f-,6 q _ Y�I f.• Ad -/,0/,,? o6 70 If, 3 4�,2 oa. -O(,l 37.33, 35W /,26 JS 0/2, 4 #(r. eld, -,7*1 163 70 6 .74 OWNER GENERAL RESIDENTIAL PLAN CHECKING'GUIDE 7/85 (S.F., DUPLEX-& MISC. ONLY) Bldg. Permit A'. P. # —a'�Z__ Zoning requirements: (s4deyards and number of permitted living units). , �Valuation. �k:�Pians signed by designer. 4. Energy Design and Compliance. Existing violations on property. PLOT PLAN ,1! Complete parcel size and dimensions. _,Y Setbacks, sideyards, easements, etc. Other buildings or structures. 4. Grading, fills, drainage. wa f (s Flood hazard. Special conditions on creation map or compliance -document.' FLOOR PLAN F .Complete to scale plan with dimensions. -.2:' Required windows for light and ventilation (Sec. 1205). ' �equired windows for second -exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). ��Human impact glass (Sec. 5406). ; —6!ltequired room sizes, ceiling heights (Sec. 1207). ,L—G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas quipment, and plumbing fixtures. -rage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec: 3304(e)).•.• 'lace and wood stove location. Smoke detectors (Sec. 1210). T STRUCTURAL DETAILS Foundation plan complete enough -to construct building. Floor construction details complete enough`'.to construct building. -3 Elevations and wall construction details complete enough to construct building.. �Fir,eplace of construction details complete enough to construct building. construction details and calcs if necessary. 6. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR .Exposure I plywood on exposed locations and overhangs. Stairway details: landings, rise and run, head clearance, handra.il•s (Sec. 3306). Guardrail details. (Sec. 1711 & 3306(j))_ Brick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32).• after ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) arage door or porch header sizes. dequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). jCPT2!.!t7Wic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). ood-stoves, clearances, alcoves & 1 -hour shafts. Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. a er,_k ele,,f A,� eva <1s-- �, �o Aft 3 Z C �./ 1�o uq k <ra d *mss C.7 h�.®r ✓%�s ay ��s �yYkr � �Z � 7/85 W u t r***,\) f� q7 _ l! tP Cato - Tx I& —P , "I, r _ L—e�/t' � a r- ems. �o �� / _ / /y .� ✓:1, /.�� S rel..*,*4 . RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FOR I Owner V40$0 Climate Zone �� Permit No. o�/�,$�•�% Floor Area A2 (r Compliance path: Package ❑ A ❑ B ❑ C IPPoint System ❑ Budget 40Other /¢ ��- MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling Wall ❑ Slab Floor Perimeter �} Raised Floor Al 9 (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple ® Total Bldg ya. `s- /9.3 ® North AWS .LS 9•,fx-• ' East 7.1. o �, X South StFo a' 3, $ West yD.O 4a Skylights • (B) Shading Shading Coefficient Description; East c0fift- GVIA 2w(_ ® South West a �) Skylights 3:7 of a Sj (C) South Overhang Length of projection ft.Description ❑; (D). -Moveable insulation: Area ftZ Description. i (E) Thermal mass ❑ Type s - Area,- Ft..2 HC= r R= MC= Location ❑ Type_ - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R=` MC= Location ❑ ' Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 s FOM 1 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or -glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the. outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING; VENTILATING. AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace a (brand and model number) Btu/hr (heating capacity) Heat Pump 'lo SE (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ' ® Other W660 *1 (B) Cooling (describe) ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr if (cooling capacity at 95°F) Electric Heat Pump /• X Adit_- EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. ❑ (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ® (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 FORM 1 (6) DOMESTIC WATER SYSTEM ❑ (A) Gas Only Gallons PAO- (brand and model number) ..(tank size) Heat Pump w/Electri,cBackup r (brand and model number) Gallons 2 (tank size) * Active Solar (collector brand and model number) (rated y -intercept) (rated slope). (solar fraction) ft2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ■ (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. P (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned spate shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing - charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature 30 °, elevation -U poo ', heating load 3 6/JBTU elvation factor 1+0 x heating load = maximum outlet capacity gas furnace 6-e RIO BTU Cooling: Summer design temperature °, cooling load 37%7QTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 1��- SIGNAtRE Oy BUILDING DESIGNER OR APPLICANT 3 aaa 070 000 000 . SF(5a \2 Im . � Z 8Z5- IAp Z Z �� a •' Sia 07-1b-6, e� WR Q �Et"ZIO �$o 9 EVIL �� TF OF -CA 1/6- �Z8°1 .9 W - 8L7 ti- l�' Z, - T&M ►'Sb �rt 1- I1\M - ?,2) Vx- vM,wr 9061 StiItoo Z/g e� Fr --ss i 906, rge 9l N' 78 e'i Cl V L O��Q• OF CA Z4� G�/ �/3•� o�c Pic. �y- w b'er— nti ctob 1 G�8 wL /G3.5 >-- ads, o lot irl7 6 I` e� Fr --ss i 906, rge 9l N' 78 e'i Cl V L O��Q• OF CA Z4� G�/ �/3•� o�c Pic. �y- w b'er— '7.781 50 SHEETS 5 SQUARE '7-787 100 SHEETS 5SQUARE' '7-789 mnr.o.vnc ••••. �... 700 •. SHEETS 5 SQUARE \/ AA Cre ��. .. •,. REGI A �'Ysl co co ,phi u 000 AN - eAT L E)L� k-, �ba�� ;,. 2x s+� rV\ Sti►/ 0 Jajt. : 17,514, jj o5i . lit ST►5 U�l 44, Cw A� CXUA - R.1 � AN - eAT L E)L� k-, �ba�� ;,. 2x s+� rV\ Sti►/ 0 Jajt. : 17,514, jj o5i . lit ST►5 U�l 44, Cw 50 SHEETS 5 SQUARE 1 42.382 100 SHEETS 5 SQUARE T� Y2.381 a2.3. 200 SHEETS 5SQUARE ZONE 11 I OWNER POINTS PEI,j,- ASSIGNED ACTUAL 1. SLAB - INSULATI N Last 2. RAISED FLOOR - R-19 I 3. CEILING - R-30 I 6. I I 1 0 -.19 I 4. WALL - R-19 1.20- 36 I 5. NORTH GLAZING - 2.4-3.6% � �LS 6. EAST GLAZING - 2.5-3.6%2.�/� I oI 0 I -1 ( .83 up I I I 7. SOUTH GIAZING - 1.6-3.6% .3, South 1 S. WEST GLAZING - 2.9-3.6% I I 9. SKYLIGHT - 0-1.3% /. n 13.1 1 .3 7.9 19.5 I 10. SHADING (Exclude Overhang) 0 1'Z:;1-1 +2 1 +2 I +3 EAST - .66�- 01 I 01 01 0 0 1 1 1 -2 1 T2 -3 SOUTH - .19-.42 .1 0 1 -4 1 -4 1 -6 WEST - .13-.36 G G_ .1 11.6 1 3.2 1 6.4 1 3.0 .SKYLIGHT - .37-.57 to I to I to I to i up 11. HORIZONTAL SOUTH OVERHANG 2'_ 1.5 3.1 1 6.3 i 7.9 12. MOVABLE INSULATION - NONE 0 1 +1 I +3 I +6 I +7 13. INFILTRATION (Standard=0)(Tight=+12) 0 1 0 1 0 1 0 1 0 14. THERMAL MASS SF 0 1 -1 I -3 I -6 1 -1 15. GAS FURNACE (SE) 71-76% -t I! -6 I -12 i -ts 16. HEAT PU11P (EER) 7.5-7.9% : 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% .1 I .8 11.6 1 3.2 1 4.6 WOOD STOVE to o to l• to I to WATER HEATER 0-.12 1 ATTIC .13-.36 1 OTHER C zkSc:'GJ 02 0 1 1 -3 I -6 I - .58-.82 .I TOTAL POINTS = _ ?able 3-1. Slab Floor Points Table 3-2. Raised Floor points rn-ila- I R -Value of Insulstion I I R -Value of I I thin 1 1 1 Insulation t Points ! Derth, ! I I Inches l 0-2 i 3-4 1 5-6 I 7+ I I 1 I ! I I I below 3 I -12 it I -5 I -5 1 -3 mil 1 5- 7 1 -6 K1i0 2- 15 I -5 I -3 I -2 1--11-- I I 0- 12 I -4' I 16 - 19 I -5 i -2 1 -1 1 0 ! ) 13 - 18 20 + i -5 i -1 i 0 i +l 7/7/83 Table 3-3a. Ceiling Insulation R -Valu, of Insulation I Points 19 I -4 22 I AO) I 4499 1 +4 . Wall Insulation R -Value of Insulation I Points I I 30 I +3 I Table 3-5. North-FacingGlazing Pte I I Glazing Type ! I Total I I I I of Sngl, Dbl, Trpl, I Floor I U- l u- I U- I I Area ! 0.66 ! 0.d2- 1 0.41 ! I 11.10 ( 0.65 ! don I o ♦ 4 a 4 +4 I 0.1- 1.2 I +4 ! +4 ! +4 ! I 1.3- 2.3 I +1 I +2 I +2 I I 2.4- 3.6 I -2 I 0 1 +1 I I 3.7- 4.8 I -4 I -2 1 -1 1 ! 4.9- 6.1 I -7 ! -4 -3 I 1 6.2- 7.3 ! -9 ! -6 I -5 I 1 7.4- 8.2 1 -12 I -8 I -7 I I 8.3 -(EDI -14 ! to ! -8 I I 9.8-1 .8 T -17 ! -10 ! 110.9-12.0 I -19 ( -14 I -12 I 112.1-13.2 I -22 1 -16 1 -13 1 ! 13.3-14.5 I -24 I -18 I -15 14.6-15.3 i -27 i -20 i -17 Table 3-7. South -Facing Glazing Pte Table 3-10. Shading Coefficient Points I 1 Glazing Type I I • Total I I 1 I of I Sngl, Dbl, Trpl, I Floor ' I (U - I (U - I (U - I Area 11.10) 10.65) 10.41)1 I Ioints I oints I ointsl o +31 +3 +3 1 up to 1.5 1 +2 1 +2 I +2 I 1 1.6- 3.6 1 -1 1 I 0 1 1 71 -4 1 -2 1 -2 5 . I 1 s.3- -6 I I -3 I 1 6.6- 7.7 1 -9 1 -6 I .5 I 1 7.8- 8.9 1 -11 1 -8 ( -7 I 1 9.0-10.0 1 -13 I -10 .I -9 I t 10.1-11.5 I -17 ( -13 I -11 I 111.6-13.0 I -21 I -16 1 -14 ! 113.1-14.5 ! -25 I -19 I -16 I. 114.6-16.0 I -23 I -22 1 -19 I Table 3-8. West -Facing Glazing Pts. I I Glazing 'type I I Total I . I I of I Sngl, I Dbl, I Trpl, I Floor I (U - I (U - I (u - I I Area 11.10) 10.65) 1 0.41)1 II oints I oints I ointsl o +i +6 +6 M( u _1-, , 1 +5 1 +6 1 +6 1 I t:4- 2. I +3 I @ I +s I I T. B I o I 2.9- 3.6 I -3 I 0 1 +1 I I 3.7- 4.2 I -5 I -2 1 0 1 I 4.3- 5.0 1 -8 I -4 1 -2 I 5.1- 5.6 I -10 1 -6 1 -4 I 5.7- 6.2 I -13 ! -8 I -6 I 1 6.3- 6.9 ! -15 I -10 I -7 I I 7.0- 7.6 I -18 I -12 I -9 I 7.7- 8.2 I -23 I -14 ! -11 I I 8.3- 8.8 I -22 1 -16 I -13 I 1 8.9- 9.5 1 -25 I -18 I -15 I ( 9.6-10.1 ( -27 -20 I -16 I 110.2-11.0 I -29 1 -23 I -17 I 111.1-11.8 I -35 1 -26 I -21 111.9-12.7 I -38 I -29 1 -24' I 112.8-13.5 I -42 I -32 1 -27 I 13.6-14.3 I -46 ! -35 1 -29 I 114.4-15.2 I -50 I -38 1 32 I I Sc by I I Orten- I '+ Floor Area tation I +4 Last I 3.2 ! I 1 0-3.1 1-ki16.4 up I I 6. I I 1 0 -.19 I 0 1 +1 1 +2 1.20- 36 I 0 ! ! I 37-.6 I 0 ( ! 0 I oI 0 I -1 ( .83 up I I I 0 1 -1 I -2 1 I South 1 0 1 3.2 16.4 I B:O 1 9.6 I I to I to I' to I to I up 13.1 1 .3 7.9 19.5 I 0 -.18 1 0 1'Z:;1-1 +2 1 +2 I +3 I 19- 1 I 3-.66 1 01 I 01 01 0 0 1 1 1 -2 1 T2 -3 I 1 .1 0 1 -4 1 -4 1 -6 West I .1 11.6 1 3.2 1 6.4 1 3.0 1 to I to I to I to i up 1.5 3.1 1 6.3 i 7.9 0-.12 I 0 1 +1 I +3 I +6 I +7 .13-.36 i 0 1 0 1 0 1 0 1 0 I 0 1 -1 I -3 I -6 1 -1 ;�?gq -t I! -6 I -12 i -ts .I .83 up 1 I -2 I -4 I -8 I -16 i -20 I I I I Skylight I .1 I .8 11.6 1 3.2 1 4.6 I to o to l• to I to 11.5 3.1 13.9 15.2 0-.12 1 0 1 +1 1 +3 1 +6 1 +7 .13-.36 1 01 0 1 0 1 0 37-.57 1 0 1 1 -3 I -6 I - .58-.82 .I -1 -6 1 -12 I -. .83 up I -2 I -4 1 -8 I -16 I -20 I I I I I 1 I 1 I I Table 3-11. Horizontal South Overhane Points Table 3-9. Skvlipht Points I South Glazing Table 3-6. East -Facing Glazing Pts. T 1 I Glazing Type I I Total I T t i I I I I f Length Out I Area, I of Floor 1 Glazing Type I I from Wall I I I I ft T I I of I Ing!, Db1, -Tr pl. I Floor I U - I U-- I U -•�I I Floor I (U - I (U - I (U - I I Area 1 0.66- 1 0.42- 1 0.41 I 1 Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 do -n I I�IpLints I Lints I ointsl 1 o I +� +� r4 -f 1 V -To tf3 1 -t IZ 0 1 0 1 1 -up to 1.3 1 +3 1 +4 1 +4 1 1 z._z 1 -3 1 -1 I +1 . I +2 1 +2 1 1 2.3- 2.8 I -6 1 -4 1 -3 I 1 2 5k 3.6 -2 I 0 1 O( 1 2.9- 3.6 I -9 1 -6 1 -5 I 1 3.7- 5 1 1 1 1 3.7- 4.2 1 -I1 1 -8 1 -6 1 I 4.7- 5.6 1 -8 1 -4 1 -3 1 I 4.3- 5.0 1 -14 1- -10 1 -8 I I 5.7- 6.7 I -10 1 -6 1 -5 1 I 5.1- 5.6 I -16 1 -12 1 -10 I 1 6.8- 7.7 I -13 1 -8 1 -7 I I 5.7- 6.2 I -19 1 -14 I -12 I I 7.8- 8.7 ( -15 1 -10I -8 1. I 6.3- 6.9 I -21 I -16 I -13 I I 8.8- 9.7 I -1.7 1 -12 1 -10 I 1 7.0- 7.6 i -24 I -18 1 -15 I I 9.8-11.2 I -21 1 -15 1 -13 I 7.7- 8.2 1 -26 I -20 I -17 I 1 11.3-12.7 1 -25 1 -18 I -15 I I 8.3- 8.8 I -28 I -22 I -19 I 112.8-14.01 -28 1 -21 1 -18 I I 8.9- 9.5 ( -31 ! -24 1 -21 I 1 14.1-15.3 1 -32 1 -24 1 -20 I I' 9.6-10.1 I -33 I -26 I. =22 I I 1 0-6.3 1 6.4 up I I I 1 I 0 - 0.5 1 -2 1 -4--T 0.6 - 1.0 1 -2 I -3 I 11.1 - 1.9 I -1 1 -2 I I 2.0 up I 0 I O !' Table 3-12. Movable Insulation Moveable Insulatloo-I Area, I of Floor I Points o - 5.5 1 0 5.6 - 11.5 ! +2 11.6 - 17.5 I +4 17.6 - 23.3 I +6 X23.6+ I +8 Table 3-13. Infiltration Control Featvres Points I Coetrol Features I Points Standard 1 0 0.9 air changes per hr Tight i +12 10.6 air changes per hr I' Table 3-15. Cas Furnace Without RefrlReration Cool!r.e Points I Seasonal Efficiency I Points I i (SE), .X I I I (EER) i I I 71 - 76 I 0 1 I 77 - 82 I +2 1 I 83 - 88 I +4 1 I 89 - 94 i +6 I I 95 up I +8 I Table 3-16. Peat Pumo Points I Energy Efficiency 1 Points I I Ratio Ir•__�_ (EER) i I 1 1 I 7.5 - 7.9 ► +3 I I S.0 - 8.3 I +6 1 I 8.4 - 8.7 I +9 1 1 8.8 = 9.1 I +12 1 I 9.2 - 9.6 I +13 1 I 9.7 - 10.2 I +18 I 1 10.3 - 10.9 I +21 1 i 10.9 - 11.5 1 +24 I I 11.5 - 12.3 I +27 1 I 12.4 - I 13.2 I I +30 1 1 Table 7-17. Cas Furnace With Refriveration Ceollne Points IRefri8eratlon1 Gas Furnace I Cooling I SE : I I171 -177-i83-189-195 I 1 761 821 881 941 u I I 8.0.- 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +•I +51 +91+10 1 1 8.8 - 9.2 1 +41 +61 +EI+101+12 1 1 9.3 - 9.7 1 +61 +81+101121+14 1 1 9.8 - 10.3 1 +31#.101+121+141+16 1 1 10.4 - 10.9 j+1Gj+l2j+l:j+161+19 I 1 11.0 - 11.6 1+121+141+161+-181+20 1 1 1 1 1 1 i 7/7/83 ZONE 11 TAELE 3-14 (ADAPTEO) INTERIOR THERMAL MASS POINTS V1SS nue.. AREA SQ. FT. 1,000 I A 8 C 0 A 1,500 8 C 0 A 2,000 8 -CD I 31 - 39 A 2,500 8 C D I A 3,000 B C D I A 3,500 B C + 0 A 1,000 8 C 0 I A I,SGO 6 C D A S_,000 1 B C 50 2 2 2 : 2 2 2 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0. O 0 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 O 2 2 0 0. 0 0 0 0 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 L 2 0 2 2 2 9 j 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 250 to 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 / 2 4 4 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 350 14 14 12 8 10 10 9 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 1 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 / 2 4 4 2 2 a t 2 2 S09 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 4 4 2 4 4 4 j 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 9 6 4 8 C 6 4 6 6 6 4 6 6. 0 2 I 6 6 4 2 1 100 � 24 2/ 29 11 18 16 110 10 It 14 12 8 10 10 10 6 10 10 9 6 8 06 < 8 6. 6 1 6 R 5 11 6 6 R 1 2 i 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 8 B 4 ? I 6 6 4 8 6 6 II 6 6 C 900 78 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 0 9 •B 4 8 8 6 t B 9 6 t i 1,000 30 90 26 18 ?2 20 20 14 18 18 16 10 14 14 12 8 12 12 10 6 12 10 10 6 I 10 10 8 6 8 8 0 4i n B C 4 i I,;OU .l2 '37. 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 101010 10 9 C )0 e e1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 1-:0 2 12 10 E 10 10 9 6 In 10 a 6 i 1,300 74 34 72 22 28 26 24 16 22 22 20 12 IB 19 lE 10 lu 1♦ 14 8 14 12 12 8 12 12 iO 6 12 10 10 C� 10 10 t. 6 l 1,,00 34 34 32 24 28 28 26 18 24 24 20 It 20 20 18 12 18 16 14 10 14 14 12 8 14 14 li 8 12 12 ;G 61 10 10 17 f 1,100 I 36 71 3/ 21 30 70 26 18 24 24 22 14 122 20 18 12 iB 18 1610 16 16 14 8 14 14 12 9 12 12 10 1.1 ,2 l2 I:. ! e i 2,000 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 is C I 14 la 12 8 I 2,509 I 34 34 30 22 130 30 26 1B 26 26 24 16 24 24 22. 11 22 22 i3 :2 ZO 20 l8 1: ly i3 16 :0 J,CGO 34 32 30 22 30 30 26 18 28 '6 24 16 124 24 22 14 22 27 20 14, :: :J '_ li 3,500 _ 32 32 30 20 30 3026 ld 126 28 24 i6 26 Z4 22 1<i ?; :4 20 14 ' 4,990 32 72 30 2070 30 26 I8 79 28 24 if 1 2 5 2 S 2: IV 4,509 1 32 32 28 20 7U 30 26 1E j it, cn E S_QO =132 t7 Zi 201 IJ % :6 1- A) 1. J's' Concrete Slab: NC•8.93; R-.29; Factor -7.3 2. 3 3/4• Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 B 1. Sy Concrete Slab: NC -14.106; 1".458; Factor -7.1 e 1. 8" Solid Filled Block: NC•20.67. R-1.90; Factor•6.1 2. 8' Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'.Mass Area: NC -10.164; R-.965; Factor -6.1 D) 1' Thick Concrete/Tile: MC -2.55; R-.083; Factor -3.7 Table 3-19. Zonally Controlled Electric Reslstanca Space Heating Points Points for this measure will I I be completed after the CSC j I has approved an Alt.�rnative I 1 Component Package for Resistance •I I Beat. Table 3-18. Active Solar Space HeatlnR with (;as Points I Net Solar Fraction I Points I I (NSF), Z I I I I I I 0- 6 1 0 1 I 7 - 14 I +2 1 1 15 - 23 j +4 I I 24 - 30 1 +6 I I 31 - 39 I +8 i I 40 - 47 I : +10 I I 48 - 55 I 4-12 I I 56 - 63 1 +14 I 1 64 - 71 I +18 1 i 72 up I +20 I wood stove #33 points -(no back up) casablanca fan + !.point Multifamil (per unitpoints) Floor Area Net Solar Fraction (NSF), Z per unit, it 2. I CAN Only 1 I 0 ; I I Beat Pomp I I I 0 j I I Solar with Electric 1 I I I Re+!stance Backup I I Meeting the Require- I 0.9 iv -i9 ZC-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +iQ +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6 +7 +8 +10 2 000 and up 0' +1 +2 +4 +5 +6 +7 +9 All others (Pe builalnp points) 8U0-899 0 +5 +10 +14 +19 +24 +29 � +34 900-999 0 +4 +9 +13 +17 +21 +26 +30 1,000-•I.199 0 +4 +l +11 +15 +-191 +22 +26 1,20r�1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +Ii: 2,1)00-2,999 0 +2 +3 +5 +7 +8 +10 +I1 3,060 ar.d uo _0 +1 +3 +i +5 +•7 +9 +10 Table 3-21. Other Water Heating Pts. I System Type I Points I i 1 I I CAN Only 1 I 0 ; I I Beat Pomp I I I 0 j I I Solar with Electric 1 I I I Re+!stance Backup I I Meeting the Require- I 1 I menti i:. Part 2 I I 0 , I I I Electric Resistance 1 I I I Only ; I I -40 ; I • .N x �+� S-'�.�� 1 «Y...•.4 -ice +s. - .+.4. _ _ +, ♦ ._�"•17 r�.,.us�gr.+•:>"-..�sr.�•;;.: w�+�cwr ..�;�em a;.r..e�x's---�,c.r-rar,:+e>xT_.iss:.' �--�+..': r.: .... -»-- OT 4X6 2� 7' w To .� L - ---? WE 2X4 24' 7" 1.5X4 22' 6" 3X5I24' 7" 3X{ 24' 2" 2.5X4- 28' 2" (2) 7X6 24' 7" ar:l - 3X4 24' 7" 2.5X4 '22' 3" 1X3 124' 7" A ==I 5X4 124' 7" 2X4 *3 HP,.PL, OR SO.P--MMZSS 'r�2 r. +,a_>•z � WISH SHOWN. ALSO SEE CLS CHART UL BRACE) ,:p .... CH WEB WITH 121- 8D NAILS ::,:r ` " ` •'• , ONB C CLB` ra. , ' 1 �Jstra 4q��'eo,► . T6 TO- SPAN I oeeor va 15, TO21 io zol SP t ..... texf" �'' epusnr OR NT /.n X PLATS LOCATION AND ORIENTATION ON TYPICAL JOINTS. *,/'+.„•�'�.+;'i,�'"'.�'. 3.58" LOCATE TOP CHORD INTER -PANEL SPLICE �!' ` WITHIN 6" OF PANEL 1/4 -POINT. RLPINE ENGINEERED' PROOUCTSoDer #2 P.O. 80X 2225 = 22' S" POMPRNO KMHNFLORIOR 33081 SPRUNG 35.0/1.25 A 305-781-3333 2XG/2X4 PITCH t DESIGN CRITERIA UBC 4.0/12 SPRNS --TO --24'---7a -- TC LIVE LOAD - 16.8 PSP 4888643_ _ 7/21/83 •DRAW# 83-238AM-855 TC DEAD LOAD Am 14.8 PSP '+ BC DEAD LOAD - 5.8 PSP TOTAL - 35.8 POP DUR. FACTOR 1.25 SPACING 24.8" OC - 4:00 FIR OVERALL SPANS 2X6 TC 2X4 BC LARCH 2488P-2.83 24' 7" 24' 7" 2258F-1.98 24' 7" 24' 7" n 2 SO. TC PANELS 218BP-1.8E 24' 7" 24' 7" S 2 30. BC PANELS 195BP-1.7E 24' 7" 24' 7" R - 188.OP-1.63 24' 7" 24' 7" 1650P-1.58 24' 7" 24' 1" 3X4 24 7" 1458P -1.3E 24' 7" 22' 3" as MIN BRG SPAN 3.58" 24' 7" "+ " BOTTOM CHORD -- 1. 3X4 2.4 7" CHECKED FOR 18 PSP 24' 7 MAX LIVE LOAD L TY --RLPINE -� REPINE ENBTNEEmF PRODUCTS, INC. sROM T NOT WARNING "�cTTIION RAND BGUIRE RACCINNG CARE EE H-DW]NG , ORTANT� eE RE6PDNSIBLE FOR RNY DEVIATION FRon THESE ATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO [BRACING 9000 TRUSSES: COMMENTARY AND RECUMNORTJUN 1 8 1986 E TRUSS IN CONFORMANCE V17H THE 'OliiL17Y CONTROL HRNURL' BY -TPI).SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEAM PINE CONNECTORS RHE W"ACTURED FROM 20 GAUGE GALVANIZED `BRRCING REQUIREMENTS. UNLESS OTHERWISE SHOWNLESS OTHERWISE SHOWN, MEETING•REO(UBEMENTS OF ASTM A446 CHORD SHALL BE LATERALLY BRACED WITH PROPERLY RTT. NRPLY CONNECTORS TD BOTH FACES AT EACH JDINT 410 LOCAT< R6 PLYWOOD SHEATHING, BOTiDfI 01040 WITH RIGID' CE - .,,,,�EARING WIDTHS ARE 4' NDMINRL UNLESS OTHERWISE SHOWN. DESIGN OR BRACING AT MAXIMUM OF ID FEET 0. C. 00 NOT _ OS CONFORM WITH APPLICABLE PROVISIONS OF -NDS-82 AND -TPI-78 THIS DESIGN WITH FIRE RETARDANT TREATED LUMBER. ---TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CORSTRUCTION at - it MC -15 •1 24' 7" 24' 7' 24' 7" 24' 7" d •2 MC -15 24' 7" 23' 3" S #2 24' 7" 22' S" LORDING SPRUNG 35.0/1.25 24.0' 2XG/2X4 PITCH 22KBM 4.0/12 SPRNS --TO --24'---7a -- COPYRIGHT 1983 4888643_ _ 7/21/83 •DRAW# 83-238AM-855 .:,..FURNISH A COPY.OP-.THIS DESIGN TO ERECTION CONTRACTOR .• wx� I►-rto-rwcw-+aa/i•sa-io�a+� a- c• :_A_� --_----'FURNI5H 'A CUYNJG�1i P1 TU WRELTwn Lri r. -s.; `.;i _.F,�` .fajr q•*ivy.: ,�t.+r'r`_ :}: .r s� is .�..,, � sus..;•; ♦#��1: SSS'DRAWYNG-A115rPOR tLEVSI.`CPILING..PILLER"DETAIL z�y F �t�,.n+•froE300 lw +1 �t * a C; r -PL' • * t '^�` ` a WEBS 2X4 ti3 .8&'; ISL v r s.4e• 5X6 'r. 8" i; rc ,�� c,Pia # -: E•= OTHERWISE SHOWN.. -,Al ' ., ATTACH :) LB CO TO "EACH %IEB' WITH _ WEB INO CLB ONE Cl TO •TO 1 t A)5. ... fir_ e+-'t.4�w.'-:r .•.� �-�.e�Yl ... ��r s .-..moi_., _a.:'_ :� is 1 i .7 ti - ++ BLOCK.REQUIRED WHEN PLAT, r PROJECTS MORE THAN ONE INCH:`' SEE DRWG# A138 FOR PLATE LOCATION SYM '- -_ AND ORIENTATION ON TYPICAL-- . H80UT � _ __ - -- -- --- - 1 7X8•.. 45'10" {'th�7 JPROVIDE , FOR HORIZONTAL 0 7X6 43' 6" MOVEMENT A UPPOR H ER -PANE 8PLICI WITHIN 6" OF PANEL 1/4 -POINT. 7X6 45'18" 5X54314' 34' 8" 3 ;t s �got.-I 5X4 38' 8" 4X5 45'19" T�L�/ttitf�pL 3X5 36'18" 3X4 38' 1" t 8X12 45'18" 6X8 37' 3" 1.5X4 45'18" 1X3 34' 9" 18] 3X12 45'18 3.5.0" 3X18 39' 8" q.00/2. 00/12 3X9 35' 8" 34' 3" 3X8 31' 9" i2 MC -15 3X7 27' 9" 4 EQ. TC PANELS 4 EQ. Be PANELS MEASURED FROM INSIDE SCARFS MIN BRGI SPAN 3.5.0" 145110"] yam" Q 1 8 i95 I [?ttl� t•. �St �w4Wt Yi � .so.tsr = i • NQ=�'' os 4YCa•• �- P. 1tc _ REPINE ENGINEERED PROOMTS,INC. P.O. 90X 2c25- POMPRNO BERCH,FLORIOR 33061 :A 305-701-3333 DESIGN CRITERIA UBC TC LIVE LOAD a 16.8 POP TC DEAD LOAD a 14.8 PSP *+ Be DEAD LOAD a 5.8 PSP TOTAL a 35.8 PSP DUB. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X6 Tel 2x4 Be 2488E-2.SE 45' 19" 45' 18" 2250P -1.9E 44' 9" 44' 8" 2188F-1.SE 43' 8" 41' 8" 11 1958P -1.7E 42' 6" 38' 11"Is 1888F -1.6E 41' 2" 36' 8" R 1658E -1.5E 39' 7" 33' 3" 1458E -1.3E 37' 1" 29' 1" . •1 MC -15 38' 11' 36' 3" v q.00/2. 00/12 #1 37' 9" 34' 3" I i2 MC -15 36' 8" 31' 5" & 412 35' 8" 29' 18" 18-5X1 45' 1.7" Mugu Q '. LORDING SPACING 8X18 35' $" *+ a BOTTOM CHORD p. � o !! R 6X6 27' 6" _ CHECKED FOR �� , 35.0/1.25 2(P"D 1: 1U9 10 MAX V LIVE ! i is PLRTE .TYPE--RLPINE _ '"'" 2XG% **IMPORTANT** SSSS THE CS1EICIIFI�IONS FOR.LU ERR YARNING TRUSSES REGUIRE EXTREME CARE IN HVIOLING, THE ERECTION mn BANKING. SEE vuT-?G- TRUSSES BUILT IN LOIIFOP.N ME WITH-GURLITY CONTROL nRN1RL' BY +TPI, IBRRCING WOOD TRUSSES- COIf1ENTRRY RMn RECOMMNDAf10NS- THERE 2".L BE Nn WfWRIOTTIES OF THIS DEMCN,,..EXPIIESS OR TNPLIED. y •TPI) SEE THIS DESIGN FOR ROOITIONRL SPECIRL_ORTICING RLPINE CONNECTORS HTE NUIN;FFCTURED FROM 2D GRUa"E GALVFWIIE0 STEEL REUUIREMERTS.,UNLESS,UTf€RUISETREO'O ,,TOP Cli0,4M SftRLL' s C UNLESS OTHERWISE STOWN, MEETING REQUIREMENTS OF RSTM R44G GWY1E R =fE LATERALLY BRAVO +9171f,PROPERLY ATTR.•W:O'FLY1tGO0- APPLY MOIECTORS TO BOTH FACES R1 ERCH JOINT RND LOCATE AS SHOi+N '. SN.ERIHING,. BOTTOM CIWO WITH SIGIO CFILINV UR BRFCING - WRRING -WIDTHS RRE 4' NDMINf)L UNLESS OTHERWISE SHIWN. OESICNfyRf-MRXIMLM OF 10 FEET' -0. C. CO.TDT USE':HIS•0ES1GN'p STRNOARUS CONFORM WITH APPLICABLE PROVISIONS OF .NAS -77 FIND e1P1-78l L'_'fH FIRE REIFIRORNT-JREfiiEO--LUJISER— a -,-TPI - TRUSS PLATE INSTITUTE, NOS - NRTIONK DESIGN SPECIFICATION FOR VOW CC4SIRETION OF FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -SCIS- 35/1.25-16+14+ 5= 24 in �X4 PITCH -:_z i��EttBS 110 q.00/2. 00/12 04 SPATS TO q5#10 COPYRIGHT 1981 T4928644 3/87%81 544 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -SCIS- 35/1.25-16+14+ 5= 24 in efiW " .•..lnb M.r YT wi`t. hi ..,.,WYs'r. .J•"lii..a..."..•f w •.'ar�w�T•.+wA'. i.WV•'• 'A'M - 4• ��--•-- --; "`"-�` ` :` WEBS 2X4 4H3 HP, PL, OH �SO. P--UNLE88 - - t OTHERWISE'SHOWN.f"' 5X6 48' -T -? SEE DRWG• A130 FOR PLATE -LOCATION -- AND ORIENTATION ON TYPICAL -�,;- uu JOINTS-- . . - -- . .«, > . �. . LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. - 7X6 /4 -POINT. -7x6 148' 7" 1.5X4 48' 7" 7X6 148' 7" 6X6 42' 8" 3X5 3X4 48' 7" 138, 1" 3.58' 7X6 48' 7" 4 EO. TC PANELS 3 E0. BC PANELS MEASURED FROM 3M48' INSIDE SCARPS 33 MIN BRG SPAN 3.58' 48' 7" "+ " BOTTOM CHORD 5X6 148AI7- CHECKED FOR 18 PSF 48' 7" MAX LIVE LOAD PLRTE.TYPE--RLPINE UNLESS THESE SPECIFICATIONS FOR LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING O,Ppgt *IMPORTRNT*a ALPINE CONNECTORS ARE FOLLOWED AND THE WARNING ERECTION AND BARGING. SEE •'BUT-76LIL TY CONTROL MANUAL' BY •TPI IBRIiCING WOOD TRUSSES: COMMENTARY AND RECTIMMENIATIONS- -..^...,: ;rP�JUPI 1IL 8 1986 j...•t ;• 57.7 0: f �, `'' RLLPINE ENGINEERED PRODUCTS_, INC.' P.O. BOX 2225 POMPRNO BERCH,FLORIOR 33061 305-781-3333 DESIGN CRITERIA TC LIVE LOAD " TC DEAD LOAD " •+ BC DEAD LOAD TOTAL DUR. FACTOR SPACING FIR OVERALL LARCH 2X6 TC 248$P -2.B' 48' 7" 2258,-1.9E 48' 7" 2188P -1.8E 48' 7" 1958P -1.7E 1481 7" UBC 16.8 PBP 14.8 PBP 5.8 PSF 35.8 PSP 1.25 24.8" OC SPANK 2X6 48' 48' 48' 48' 1888F -1.6E 144: 7" 1658P -1.5E ' 7" 48' 1458P -1.3E 48' 7" 46' BC 7" 7" 7" M 7" S R 7" 7- 1 " •1 MC -15 48' 7" 48' 7" Y 61 48' 7" 48' 7" I M2 MC -15 48' 7" 44' 5" 6 62 47' 8" 42' 5" LOADING SPACING .35.0/1.25 -24.0a 2XWE - PITCH 431-1TS FI 4.0/12 TRUSSES BUILT IN CONF0HnHNCE WITH w-- I. _ _ . ~- - THERE SHALL BE NO UHRRRN71ES OF THIS DESIGN, EXPRESS OR IMPLIED. f7P11. SEE THIS.OESIGN,FOR_ F0017IONRL SPECIAL BRACING SPANS T 0 4 B ' 7 p ALPINE CONNECTORS ARE ACIURED FROM 20 GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE RED'0, TUP'CHOAD'SHF1;h 33678 t MANF UNLESS OTHERWISE SHOWN, MEETING REOUISEMENTS OF ASTM 8446 GARDE A. 8£=--LRTERRLLY "8RRCEO WITH PROPERLY A17FCHED PLYWOOD Xlo . '. ` APPLY CONNECTORS TO BOTH FACES AT EACH JMWT AND LOCATE AS GHDWN. SHEATHING, BOTTOM CHORD WTTH RIGID CEILING OR BRACING COPYRIGHT •1981 4888663' BEARING WIDTHS ARE 4' NAINRL UNLESS OTHERWISE SHOWN. DESIGN ;RT-✓HRXIMA OF 10• FEET --O. C. -GO NOT US THIS DESIGN '1 -4 STRNORROS CO"" WITH APPLICABLE PROVISIONS OF •NDS -77 AND -TPI-78 WITH FIRE-REIRRORNT TRENTED LUMBER. - ►!� � �EO�, f --TPI - TRUSS PLATE INSTITUTE, - NOS - ?r.7IONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1/13/81` -""'A450,143 FURNISIH`A Copy .OF THIS DESIGN TO ERECTION CONTRACTOR — w� A-M6-COMN-"35/1.25-16+14+ ,5- 24 Iee FURNISH SINGLE .BOBBLE"'TRIPLE �`4 TO PROVIDE RDOITIGNRL LOMB CAPRCITT f18 BE GIRDER - LENGTH -S 1 -SCAB 2 -SCFE CAB a-6CAFi 1-6CA8 z-6CFIa s•d SHDYN IN TABLE AT NIGHT. SCABS MUST 1 1 BOTTt)f1 res MRr ta` REINFORCED Y1TH sli ' 87 32' 5-R 35f B -R qO* 117 q0' 0-P 4o` '0-P 40' 0-N q0' 0-N q0' 0-N ' 15' 0- 9' 8?28' 10-R 32f '8-R 90' '0-P 40' 0'P 40" °0-P q0' 0-N 40' 0-N 90' 0-N JUN 1 8 1986 ! lsrr«wL'' FIND SHALL BE ATTACHED IN THE SHORT TO 18' 0- Iee FURNISH SINGLE .BOBBLE"'TRIPLE �`4 TO PROVIDE RDOITIGNRL LOMB CAPRCITT f18 BE GIRDER - LENGTH -S 1 -SCAB 2 -SCFE CAB a-6CAFi 1-6CA8 z-6CFIa s•d SHDYN IN TABLE AT NIGHT. SCABS MUST 1 OF SAME BITE RND'GRAOE AS BOTTOM:CHORO 14•' 0- ' 87 32' 5-R 35f B -R qO* 117 q0' 0-P 4o` '0-P 40' 0-N q0' 0-N q0' 0-N ' 15' 0- 9' 8?28' 10-R 32f '8-R 90' '0-P 40' 0'P 40" °0-P q0' 0-N 40' 0-N 90' 0-N JUN 1 8 1986 ! lsrr«wL'' FIND SHALL BE ATTACHED IN THE SHORT TO 18' 0- 22, 7-P 27' 5-R 30F q -R 40"0-P 40' 0'P 40' a -P 40' 0-N 40' 0'N q0' 0-N •� rRorF GIRDER USING THE MULTIPLE 101BER 11 �,o••• ��yco RTTFORENT SCIEOIN :BELOW THE. SPRN TP&E. 17' i)- '11-P 25' 5-R. 28F'2 -R 90''0-P q0' 0'P 40`'0-P 40' 0-N 40' 0'N 90' D -N .�ou.t- IF dPLICE IS REWIRED IN WHO, IT IS !0' 0- 19' 0- 19' 6-P 23' B'R 2G.' q -R 40' 0-P 40' o -P qD' 0-P q0' 0-N 110' 0-N q0' 0'N 18' 2-P 22' 3'R 24! B -R 38''8-P 40' 0-P 4o`.0 -P q0' 0-N 40' 0-N 40' 0'N M3 arl `\..`r•+`�+ PHEFERIIOLE 1'O LOCATE SPLICE q OR, MORE *e,�+ ` �� n..�`�� . FROM BOTTOM CIKIRO SPLICE. CONNECTOR 20" 0' 17' 1-P 20'11-R 23F 3-R 36"3-P q0' 0-P 4o' '0 -P 4D' 0'N 40' 0-N 40' 0'N PLATES ARE REQUIRED'ON BOTH FACES OF 21' 0' 22' '0- 16' 1-P 19' 8'R 21110'R 3q' ' 1-P 40' 0'P 90" 0-P q0' 0-P 40' 0-P 40' 0-P 15' 17 18' 77 201' 7-R 32"2-P 38'11-P 40` 0-T 40' 0'P 40' 0-P 40' 0-P RLPINE ENGINEEREO PRODUCTS I INC. SCAB AT SPLICE RW SHRLL BE R 7XB' BOX 2225 REFIRP.O. I BLOC E IREMEN 23' 0-' 14' 4-P 17' 7'P 19f'7'R 30'2-P 36'10-P 39'Bi-T 40' 0-P 40' 0-P 40' 0'P '7-R • POMPRNO BERCHMFLORIOR 33061 N 2X4 Y 2XS ► ONE BLOCK • 24`" 0- 13' 6-P 16' 8-P 1B. 29'7-P 35' O -P 37'il-T 40' 0-P 40. 0'P 40' 0-P ' '1-T -P -1 305-701-3333 P 2X0 X 2x0 ONE BLOCK : 25' 0- 12'10? 15'11"P 17.' 0-11 27' 1'P 33' 3-P 30" 40' 0-P q 0' 0-I' 4D' 0 ' DESIGN CRITERIA UBC R 2X4 N ONE BLUCII Y 2XS + TWO BLOCKS • 28' 0- 12' 2'P 15' i -P 16110-R 25' '9-P 31' 8-P 34` 5-T 40' 0'P 40' 0-P 40' 0-P T 2X8 z 2X8 TWO BLOCKS.: 27'; 0- 11' 8-P 14' 5-P 16f• 1-R 24' VP 30' VP 32' B -T 90' 0-P 40' 0-P 40' 0-P 11.8 TC LIVE LOAD - 16.8 PSF V 2X4 • 28' 0' 11. 1'P 13' 9-P 151. 5-R 23''5-P 28. VP 31' 3-T 39' B -P q0' 0-P 40' 0-P . TC DEAD LOAD 14:8 PSF " LETTERS AFTER TRUSS SPRN DEFINE BC DEAD LOAD 5:8 PSF BEHIING AND BLOCK REOUIREflENTB 28' 0- 10' 7-P 13' 2-P 19f 9-R 22"3-P 27' 8'P 29`11-T 37'11-P 40' 0'P 40' 0-P -P .TOTAL - •8 PSP 30' 0- 10' VP 12' 8'P 14P:2'R 21"3"P 26' 4-P 28':8'T 36' l 40' 0-P 40' 0-P DIIR. FACTOR i T SEE DRAWING 11117 FOR BLOCK.NRILING 31' 0- 9' 8-P 12' 2-P 13. 7-R 20' ' 4-P 25' 4'P 2ZL777. 34' 77 38' B -P 40' 0'P . RNU OTHER GIRDER ORTR. C- T ---�- -�`-- — 1 n " 9' 3-P 11' U -P 12. 0'R 18'•0'P.24.'_3'P 20`_8'T 33' - 37' 0'P 39' 8-P -8'11'P ll' -3'P 11.-8'P 18"`9 P 23' 3'P 25' 7-T 35"_ 7-P 30' 1-P 88- LIVE LD RED: USED (UBC I FIR -LARCH SYM ^ ABOUT -r/ c4- j20�D1� 34' 0' S' 7'P 10' 9-P 101 9'P 1B"0 -P 22' 4"P 24` 8-P - 134 ' 3-P 38' 8-P BOLT TRUSSES MUST BE SUPPORTED ON FACE OPPOSITE SCABS 7x6 ANDAll. ki TOP CHORD 2X 6• #1 — NAIL BOT CHORD 2X 8 #1 8x8/spl SCHED•A _ 19 WEBS 2X 4 1i2 5x6 iC/UC %B /C 11/8 R/C H/DG WOG R/EC - USE 160 NIIIL6 TIN 6 FRED PATTERN) wedge' +6x10+4x8 AS EACH LAYER I6 APPLIED. INCH ALL NAILS IN 2 MEMBER GIRDERS: /syp'!�.'.••• .'4 BLOCK 4'00 R NAILS+: TC 7 IN -OC: WWL0G "16-IN'DC - --- - --NAILS+G"BC� AND/OR_ I;CRBL.4_IN OC- �Jo v UM V } o r ' 'D-=NRILS�: ILS- �OC_3.0.IN OC:w!,JAN..00, DC 3.0 IN SCABS 4 IN OC y�,uylNE .fE�: vi L J 10xl0/sp1 8x8 S18 -7x10 3x9 S20 -7x9 alt. spl. E--NIIIL6+: BC 2.5 IN OC: SCADS 5 IN OC 4x4 :F -ONE .5- THRU BOLT MAY BE SUBSTITUTED 4•.,!•,,, W.�•' alt. spl. 2 yq NOM FUR EVERY 2 NAILS. IDOL NAIL GPRCING- LOADING 4 EO. TC : PNLS AND 5 EO. BC PNLSi H EL 18' MAX). 2.0- MIN. BOTTOM EDGE DIST. G --RDD .5- T1IRU BOLTS RT. EACH BC PNL PT '35.0/1.25 MEASURED FROM INSIDE SCARFS MO EIICH SIDE IF OC GPLICEO. NOT REO. ` p 2XG ( PITCH 11 2 GIRDER LENGTH FOR BC IF GCIIEDULE 'F' 16 USED. NE; IPiPORTRNI Ef/2XG UNLESS 1�°�E SPECIFICHTIDNS FOR LUMBER RHO i TRUSSES REQUIRE EXTREME CARE IN HIINDLING, INRRNING ERECTION MIND URRCING. SEE 'INT -76' pDIIS5N01 R_PINE CONNECTORS RIE TRU:,SES BUILT IN CONFORMTWCE WITH-OUnLITY CONTROL THERE SH;LL BE NO WIWQiRNT1ES OF THIS DESIGN, EXPRESS ALPINE CONNECTORS RIE MANUFACTURED FROM 20 GRUGE FOLLOWED RRNUR_' BY OR IMPLIED. GIILVRNIZEO AND THE +TPI, STEEL . 01111E1MG MOOD TRUSSES: COIt1ENTRRY IND RECInI1- LRTIUNG- ■TPI). SEE THIS DESIGN FOA ADDITIDMIL_SPECIRL BRACING iREDUIIIEMENTS.IUNLESS-OTHEAWTSE-REWO, i0P CH0110 SIV �Y L f ,��Y � y + v0► `� `l`s5LITSmp r ■O/1 SPANS TO. 34' 0 UNLESS OTHERWISE SHOWN, MEETING REOUIRFMENIS OF RSIs 8446 GiRDE R. 'BE—LRTERRLLY BRACED WITH PROPERLY R71RLHED PLYVOUD Ufa. 33673 APPLY CONNECTORS 10 BOTH FACES AT EACH JDIW7 RI) LOCHTE AS SHDWN.,,SHEATHING, ;BOTTOM CHORD WITH RIGID CEILING OR BRACING- _ ; WIOIHS ARE 4' NUIIINRL UNLESS OTHERWISE SHOWN. DESIGN' ;RT MAXIMUM OF 10 FEET U. C. 00-NOF'IGE--THIG-DESTGN COPYRIGHT 1981 4888685 STRNORRDS CONFORM WITH' APPLICABLE PROVISIONS OF .M09-77 RNO .IPI 78 'VI1H FIHE_REIRRMT TRERTEO LUMBER. v J ��..-/ *--TPI - TRUSS PLATE INSTITUTE, . NDS - NATIONAL DESIGN SPECIFICRTIDN FOR WOOD CONSTRUCTION 4/28/81 DRAWS _A498,145— 498,145-- FURNISH A COPY.OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -COMM- 35/1.25-16+14+ 5' -- WW 1 : - as ,m AN AW JW, 'dw . ,49 .[ 'tom NOTE: If bearing requirement is not B E A RING B L O C K S available, yo down alphabet to next � C� c ��. letter in "BEARING AND BLOCK s a7 �4 1 REQUIREMENTS"on girder 'sheet. forl't. All buarInB.bl.":ka l0 b. 2afi, so" Brad. as bulluq Glau'.1. COMBINATION `SCAB=13LOC.K' NOTA:: One seal) may serve a dual purpose, both as a scab and–a beari.9g_ block under the following con-W—E ons: 1) The scab must be next to a glyder. member. 2) Scabs must extend to the outside of the hearing wall (or support). 3) Ends of scab must be attached as specified above for corresponding bearing block it is to replace. scabs must extend to outside edge of bearing surface as shown here Frith Full shape .at the ends. See attachment information directly below span table on corresponding girder design sheet. 16d BANGER NAILS OR 1/2" DOLTS Nails for 1st and 2nd members only or 1/211 dia. bolts may be substituted for equal quantity of reqquired nails or bolts as 8_ecified on design, respectively. o C.7.3 O�, NRR � c_ BEARING BLOCK f1LPINE ENGINEERED PR=TB, ING. P.O. 80( 2225 rA C c:, POWfN0 Offul FtQiIUR 33081 : 78 305-781-3333 a_a c., r '-' r' Q SCABS Rev. 6/29/81 TRUS1 r- , r_, ca .117 3/18/80 ., �c-;...r.+•�.....c-�. � ++�.^ "',7 2X4 24' 7" 1.5X4 22' 6" 8' B" MAX (1) (2) 3X5 124' 7" 3X4 24' 2" 2.5X4 28' 2" 7X6 24' 7" 3X4 24' 7" 2.5X4 .22' 3" 1X3 124' 7" A= 5X4 124' 7" O WEBS 1X4 ♦3 HP,,.PL..OR.SO.P--UNLESS .�J. OTHERWISE SHOWN. ALSO SEE CLB CHART t; !� ToEACHWEB WITH (2)- 8D NAILS . -s %i !• I t s ,�" - WORCASTNAN TO -+ SPAN T 1 TO 751 ISPAN fS3 : S iez PLATE LOCATION AND ORIENTATION s23 q ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" Of PANEL 1/4 -POINT. Itr� ENSINEERED PROOUCTB TWT'- 3X4 NC 4:00 3X4 124' ]7" MIN BRG RLP P.O. BOX 2225 = 3.58" POMPRNO BERCHNFLORIOR 33051 #2 MC -15 42 24' 7" 24' 7" A 305-781-3333 $ LORDING DESIGN CRITERIA UBC 35.0/1.25 24.0 TC LIVE LOAD - 16.8 PSP -PITCH 22KBM - TC DEAD LOAD 0 14.0 PSP SPANS-- TO -- 24' -70--- COPYRIGHT 1983 •+ BC DEAD LOAD " 5.8 PSP 7/21/83DRAW# 83-230IL4 855 ._ ft. TOTAL - 35.8 PSP DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS a /O LARCH 2X6 TC 2X4 BC 2488P-2.89 24' 7" 24' 7" .f��"� 2258P-1.98 24' 7" 24' 7" ml 2 EO. TC PANELS 2188P -1.8E 24' 7" 24' 7" B 2 EC). BC PANELS 1958P -1.7E 24' 7" 24' 7" R 1888P -1.6E 24' 7 " 24' 7" 1658P -1.5E 24' 7" 24 1" 1458? -1.3E "Q 24' 7" 22' 3" MIN BRG SPAN 3.58" 24' 7" ' •+ = BOTTOM CHORD 3X4 L2,4' 7" CHECKED FOR 18 PST _ 2y' 7" MAX LIVE LOAD PLRTE TY--RLPINE - - fRIMPOR7RNTKK.•�INE ENGINEERED PRODUCTS, INC. SHALL NOT YARNING E SES REDGUIIRE EXTREME cR SEE HANDLING, BE RESPONSIBLE FOR ANY OEVIRTION FROM THESE _ SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO (BRACING VDDR TRUSSES: COMmENTRRY AND RECDMIIENORTIONS- ,JUN 1 8 19$6 BUILD THE TRUSS IN CONFORMANCE V17H THE 'QUALITY CONTROL MANUAL' BY •TPI).SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT TPI. ALPINE CONNECTORS WE rr"ACTURED FROM 20 GAUGE GALVANIZED 'BRACING 'REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP a.+.•w STEEL UNLESS OTHERWISE %WN, • NEE TING. REOqIRENENTS OF ASTM R49S CHORD SHILL BE LATERALLY BRACED WITH PROPERLY ATTACHED GRADE R. APPLY CONNECTORS TO BOTH FACES RT_EEACH JOINT AND LOCATE AS PLYWOOD SHEATHING, BOTTOM CHORD WITH RIGID CEILING - t SHOVN. BEARING WIDTHS ROE 4' NOMINAL UNLESS OTHERWISE SHOWN. DESIGN DR BRACING AT MAXIMUM OF 10 FEET 0. C. 00 NOT USE _ STRNORROS CONFORM WITH APPLICABLE PROVISIONS OF +NDS -62 FWD "TPI -7B 1 THIS DESIGN WITH FIRE RETARDANT TREATED LUMBER. �--TP I r TRUSS PLATE INSTITUTE, NDS - NRTIONRL DESIGN SPECIFICATION FDR NDOO CONSTRUCTION •1 MC -15 •1 24' 7" 24' 7" 24' 7" 24' 7" V I #2 MC -15 42 24' 7" 24' 7" 23' 3" 22' 5" $ LORDING SPACING 35.0/1.25 24.0 W/W -PITCH 22KBM - 4.0/12 SPANS-- TO -- 24' -70--- COPYRIGHT 1983 1 ---4008643- -4888643-7/21/83 7/21/83DRAW# 83-230IL4 855 ._ ft. a<- r,mFURNISH A COPY.OF..THIS DESIGN .TO ERECTiUN CudXtuu.zuu.."n .=�,:.�a-n�-r....... �.....•� ... -.. _ ___.--.--^--�r-,--._..._.-------,_'--FTIHNISH -A COPY TU ZKZUTlup con TecACYCJR'.-- � _•.SSS D&AWING'A115 FOR LEVEL CBTLTIsi(SrPTLLSIZ i11RT11Tf._' -,— •. —' .'--f - _. ,.mss-s�-.�rtw�,.r• _ ,';•� Sym RT 7X6 45'18" 5X5 34' 8" 5X4 38' B" 8X12 45'18" 6X8 37' 3" 7X8 7X6 45'18" 143' 6" ' 45'18" 4X5 45'18" 3X5 36'18" 3X8 3X4 38' 1" Q4.00 WEBS 2X4; #3 HF, FL., OR So P --UNLESS OTHERWISE SHOWN. ALSO SEE CLB CHART ATTACH; •CLB. T RAL BRACE TO EACH WEB WITH (2)- SD HAILS. ++ a BLOCK REQUIRED WHEN PLATE .. PROJECTS MORE THAN ONE INCH. 1 - SEE DRWG• A130 FOR PLATE LOCATION AND ORIENTA OI 0 TYPICAL 10 1 " PROVIDE FOR HORIZONTAL LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. �c "S 2.00- [18] 4 EQ. TC PANELS 4 EQ. BC PANELS 1.5X4 45'18" MEASURED FROM 1X3 134' 8" 3X12 45'10'" INSIDE SCARFS 18-5X1 4510" 8X18 35'' 8" 6X6 27' 6" 5'10" MAX PLRTE•TYPE--RLPINE I MIN BRG 3X18 39' 8" 45'18" 3X9 35' 8" 3X8 31' 9" 3X7 27' 9" 18-5X1 4510" 8X18 35'' 8" 6X6 27' 6" 5'10" MAX PLRTE•TYPE--RLPINE I MIN BRG SPAN 3.50" 45'18" *+ BOTTOM CHORD CHECKED FOR 18 PSF LIVE T.AAn **IMPORTANT** �NE THESESPECIRE FOLLOOWWED ROR HE WARNING �CFIONSES �fIND � NG CARE SEE Ht'+OL176- TRUSSES RHILT IN OUHff0Pl1YICE WITH `DUALITY CONTROL MANUAL' BY •TPI, ®RFCING W000 TRUSSES: COff1ENTRRY AND RECOmmENORTIONS- THEPE SHALL BE NO WRHRIHTTIES OF THIS DESIGN EIIPHESS OR IMpLIEO. @TPI). SEE THIS DESIGN FOR ROOITIONAL SPECIAL DRICING ALPINE CONNECTORS HHE Ml)NIFRCTUAEO FRO" 20 l GFLYRNIZED STEEL REQUIREMENTS. UNLESS OTHERWISE RED -0, TOP CHORD SHALL Lr&ESS OTHERWISE SHOWN, MEETING REOUIREPENTS OF RST11 R446 GRADE R. BE LRTERFLLY BRACED WITH PROPERLY RTTRCHHEO PLYWOOD WYLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. SHEATHING, OOT70M CHORD WITH RIGID CEILING OR HAWING BEARING WIOIHS RRE 4' NOMINAL UNLESS 07HERWISE SHOWN. DESIGN AT MRKI A)M OF 10 FEET 0. C. 00 NOT USE TJIS DESIGN STFMDRRUS CONFORM WITH RPPLICRBLE PROVISIONS OF .NDS -77 ANO *IPI -70 1 WITH FIRE RETAROAN7 TREATED LUMBER. r --TPI - TRUSS PLATE INSTITUTE, NOS — NATIONAL DESIGN SPECIFICATION FOR WOOO CONSTRICTION I JUN 18 1986 ; 4 RLPINE ENGINEERED PROOWT8FINC. P.O. BOX 2225- POMPRNO BERCHFFLORIOR 33061 :a 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD a 16.8 PSP TC DEAD LOAD - 14.8 PSP *+ BC DEAD LOAD m 5.8 PSP TOTAL o 35.8 PSP DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X6 TC 2X4 BC 2488F-2.BE 45' 18" 45' 1B" 2258P-1.98 44' 9" 44' B" 2188P-1.BE 43' 8" 41' 8' 1958P -1.7E 42' 6" 38' 11" 6 R 1808P-1.65 41' 2" 36' 8" 1658F -1.5E 39' 7" 33' 3" 1458P -1.3E 37' 1" 29' 1" ►1 MC -15 38' 11' 36' 3" v it 37' 9" 34' 3" I #2 MC -15 36' 8" 31' 5" 6 #2 35' 8" 29' 18" LOADING SPACING 35.0/1.25 - 24.0" 2XG/2X4 PITCH 111EKBG HO 4.00/2.00/12 SPANS TO 45'10" COPYRIGHT 1981 4828644 3/87781 D AW #A-450.544 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -SCIS- 35/1.25-16+14+ 5- 24 4 / e, )N.1...•!.•• r"�"'--v wr"+•1•`Yi:: •.M..•r•�•.•r-.•—'1•YY'A.i.�.Y+•Hti•wlkY.'a+K�W.•Yx.M.�'M.il'A4iYxIW4C ie A1.5-7 7X6 48' 7" 7X6 6X6 1.5X4 48' 7" 4.00 3X5 3X4 48' 7" 38' 1" rMIf_BRG 3 7X6 48' 7" 13 HP, FL, -OR SO.P-- 'sH�TrTla,4scY, s.t<1.,.Pft<Y'••« SSE%DRWG#)A138,-POR PLATE -LOCATION== AND ORIENTATION`ON.TYPICAL•. JOINTS . ,,`K,.,zr_..:...;- :. , ,e . a..: ..�: {3' LOCATE TOP•CHORD INTER-PANELSPLICE WITHIN 6" OF PANEL 1/4 -POINT. 4 ED. TC PANELS 3 ED. BC PANELS MEASURED FROM 3X7 48' 7" INSIDE SCARPS 3X6 44' 2" 3X5 37' 8" Jll _ JUN 1 81986 RLPINE ENGINEERED PRODUMUS, IM4C. - •'- —P.0. BOX 2225 "`• ' "- POWRNO BERCH,FLORIOR 33061 . 305-781-3333 DESIGN CRITERIA UBC - TC LIVE LOAD 16.8 POP TC DEAD LOAD a 14.8 Par •+ BC DEAD LOAD - 5.8 PSP TOTAL " 35.8 PSP DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X6 TC 2X6 I.C 2408P -2.5E 48' 7" 48' 7" 225OP-1.9E 48' 7" 48' 7" p 2100F -1.8E 48' 7" 48' 7" 195OP-1.7E 1481 7" 48' 7" R 1SBBP-1.6E 48' 7" 48' 7" 1650P -1.5E 48' 7" 48' 7" 1450P -1.3E 48' 7" 46' 11" as . - _ •1 MC -15 rMIf_BRG 3 7" Jll _ JUN 1 81986 RLPINE ENGINEERED PRODUMUS, IM4C. - •'- —P.0. BOX 2225 "`• ' "- POWRNO BERCH,FLORIOR 33061 . 305-781-3333 DESIGN CRITERIA UBC - TC LIVE LOAD 16.8 POP TC DEAD LOAD a 14.8 Par •+ BC DEAD LOAD - 5.8 PSP TOTAL " 35.8 PSP DUR. FACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X6 TC 2X6 I.C 2408P -2.5E 48' 7" 48' 7" 225OP-1.9E 48' 7" 48' 7" p 2100F -1.8E 48' 7" 48' 7" 195OP-1.7E 1481 7" 48' 7" R 1SBBP-1.6E 48' 7" 48' 7" 1650P -1.5E 48' 7" 48' 7" 1450P -1.3E 48' 7" 46' 11" as . - _ •1 MC -15 48' 7" 48' 7" V a 81 48' 7" 48' 7" •2 MC -15 0' 7" 44' 5"! i2 .4 47' 8" 42' 5"e LOADING' SPACING r+ BOTTOM CHORD C _ 5X6 48' 7" : CHECKED FOR 35.0�1.�J �24.0� 48' 7" •MAX 1B PSP yy _ � „ , .� - -r.•. LIVE LOAD 2A6�ZA0� � PITCH PLRTE TYPE --ALPINE - LINLESS THESE SPECIFICATIONS FOR LUMBER AND TRUSSES REOUIRE EXTREME CARE IN HANDLING, �pTEsuO� 43tJTS �� FI 4.0/12 IEAIMPORTRNTI ALPINE CONNECTORS ANE FOLLOWED AND THE WARNING ERECTION RNO BRRCING. "SEE ••'BUT -76' p4 TRUSSES BUILT'IN CONFORMHNCE WITH 'OURLITY CONTROL MANUAL' BY +TPI, (ORHCING WOOD TRUSSES: COMMENTARY RND RECOMMENDATIONS- _ THERE SIALL BE NO VARRRN7IES OF THIS DESIGN, EXPRESS ON IMPLIED. •TPII. SEE THIS DESIGN FOR F0017IONRL SPECIAL BRRCING ^ td>t ALPINE CONNECTORS ARE IUINUFRCIUREO FROM 20 •'GAUGE GALVRNIZEO STEEL. REQUIREMENTS. "UNLESS OTHERWISE RED -O, TOP CHORD SHRLL A3678 SPANS TO 4S' UNLESS DTHERY1SE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GRADE R. BE LATERALLY BRACED WITH PROPERLY RITRCHED PLYWOOD Na 7>, APPLY CONRECTDRS TO BOTH FACES AT ERI:H JOINT AND LOCATE RS GWYN. SHERINING, -BOTTOM CHORD WITH RIGID CEILING OR BRACING -..... BEARING WIDTHS BRE -4'• NOMINAL UNLESS OTHERWISE SHAWN." DESIGN AT MAXIMUM OF 10 FEET 0. C. 00 NOT USE INIS DESIGN COPYRIGHT. -1981- _- 4888663 STRNOARDS CONFORM WITH RPPLICIVILE PROVISIONS OF 11NAS-77 AND .TPI -IB I WITH FIFE REIAROANT TRERTEO LUBBER. Oaf TPI - TRUSS PLATE INSTITUTE, "'NOS - NITIONRL DESIGN SPECIFICATION FOR X000 CONSTRUCTION '� '""""E" -'A450;1437 .<. 1%13/81 }I..- ..—..- s.•..w �r....w•.a.+-1".-w-++....•.P� .. s:J�. ••— eMR.+...ra— —•� • • • •—.W ,r e'�'.,iYr•irr. •-1•�..e3:ti . y+Y+: �.. Mfk.' v-!. L ^4fEi- �<W 9.x•4 -.•s..• FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A M6-COMN- 35/1.25-16+14+ 5- 24 a4t.xraJ•i, YSB • ...a ,..: .+ �a.i....+r. sa+:.;.naia� LS, .t: 1' "t:e;-` a.i. ..rf -XID t.mv ,d k;. BOTTOM0006 MY BE REINFORCED VITH SCAB! TO PROVIDE RODITIONRL LORD CHPRCUT RS SHOIIN IN TABLE RT NIGHT. SCABS MUST BE OF WE BITE RND G11i0E RB BOTTON :CH0R0 RNO SHRLL BE RTTF0ED IN THE SHORT TO GIRDER USING THE MLLTIPLE 11MBER 1 RTTRCIME O SCHEDULE :BELOV THE. SPAN TRMZ. IF HPLICE IS REOUIREO IN SCHO, IT 18 PREFERABLE TO LOCRTE SPLICE q' ORIIURE FROM BOTTOM CIBW SPLICE. CONNECTOR PLRTEB FM REOUIREO ON BOTH FACES OF SCAB RT SPLICE RND 611RLL BE R 7118" N 2X4V 2X6 +ONE BLOCK P 2xG x 2X0 + ONE BLOCK R 2X4 • ONE BLOCK Y 2X8 + 1110 OLD= T 2X8 2 2X8 + TYO BLACKS.: LETTERS AFTER TRUSS SPRN DEFINE BEfRING MO BLOCK REBUIREMENTS RND OTHER GIRDER ORTR. SYM ROBOT 7x6 8x8/spl 5x6 SINGLE .- - DOUBLE-- 14? OUBLE"""-. 14' 0' 26' 8'P 32' 5'R 35f 8'R q0 " 0'P q0' 0'P 4o''0 -P 15' 0' 24' B'P 28'10'R 32f 8'R 40 " 0`P 40' 0'P 40'"0'P 18-0, 22' 7 7 27' 5'R 30f q'R q0 ,,O'P q0' 0'P q0° D'P 17' Tl' 20'11'P 25' 5'1 20F *2'R q0"0'P q0' 0'P 40"0'P 10' 0' 18' 6'P 23' 0'R 2Gt 4'R 40' 0'P 4o' 0'P 40' 0'P 19' 0' 10' 27 22' 3'R 24! 8'R 36-8? 40' 0'P 40'.0-P 20" 0' 17-17 20'11"R 23f° 3'R 36"3'P 40' 0'P q0' '0'P 21' 0' 16' 1'P 18' 8'R 21f10'R 3q " 1'P qo' 0'P 40" 0'P 22' 0' 15' 1'P 18' 77 20f 7'R- 324WP- 38' il'P 40" 0'T 23' 0 14' q'P 17' 77 19f'7'R 30''2'P 38107 39'11'T 24''0' 13' SIP 16' 8'P 1877'R 20-7? 35' 0'P 37'11'T 25' 0' 12'10'P 15'11'P 171 0'11 27 '' 1'P 33' 3'P 30"•1-T 28.' 0' 12' 2'P 15' 17 18110'9 25-9"P 31' B'P 34'' 5'T 27" 0' 11' 8'P 1q' 5'P 16f• 1'R 24 " G'P 30' 1'P 32' 8'T 28' 0' 11' 1'P 13' 97 15F 5'R 23-5? 28' 9'P 31' 3'T 25"0' 10' 7'P 13' 27 lqf 9'R 22 ,, 3-P 27' 8'P 29'11'T 30' 0 10' 1'P 12' 8'P 14P:2'R 21-3"P 26' q'P 289:8'T 31' 0' 9' B'P 12' 2'P 13, 7'R 20-11'P 25' 4'P 27''7'T 12_* -07=1' W 3'P 11' 0'P 127 0'R 19 " O'P 24' 3'P 28' S'T 13' 0' 8'11'P 11' 3'P 11t 8'P 18-8? 23' 3'P 25' 7'T 14' 0' S' 77 10' 9'P lOt 9'P 18-07 22' 47 24' B7 /B --TRIPLE PITCH 11.0/12 � ,- COPYRIGHT 1981 4888685 4/28/81 DRAW# A498,145 I' i' 0'N q0' 0'N q0' 0'N ' 0'N q0' 0'N q0' 0'N JUN 1 8 1986 ' 0'N qo' 0-N q0' DIN ' 0'N ' 0'N 40' 0-N 4o' 0-N 40' 0'N 40' 0'N ' 0'N q0' 0'N 40' 0'N " 0'P 40' 0'P 40' 0-P ' 0'P 4o' 0'P 40' 0'P RLPINE ENGINEERED PROOUCTSt INC'. P.D. Box 2225 ' 0'P qo' DIP, 40' 0-P ' • POMPRNO BERCH I FLOR IDA 33061 ' 0'P ' 40' 0'P 40' 0 DIP, 4o' 0'P qo' o'PP -I►305-781-3333 , DESIGN CRITERIA UBC ' 0'P 40' 0'P 40' 0'P ' 0'P q0' 0'P q0' 0'P 0.9 TC LIVE LOAD - 16.8 PSF ' 8-P 40' 0'P 40' 0'P • TC DEAD LOAD - 14:18 PSP ' BC DEAD LOAD - 5.8 FSP '11'P 40' 0'P 40' 0'P TOTAL - 35.8 PSF ' 1'P 40' 0'P 40' 0'P DUR. FACTOR 1.25 " 7'P 38' 8'P 40' 0'P '-28'P 134' 37' 0'P 35' 7'P 39' B -P 30' 1'P 8A- LIVE LD RED: USED (UBC 1 ' 8'P 37 36' B'P wedge' +6x10+4x8 RS ERCH LRYER I6 RPPLIED. x•00 CLINCH RLL NRILS IN 2 MEMIER GIRDERS: VBLOCK R--NRILSs: TC 7 IN OC:: YEBB 16 IN OC B--NRILSa, BC RND/OR SM • q IN OC C --NAILS&: OC 3.0 IN OC: GCIUIG 4 IN OC ' ' O--NRILS+: OC 3.0 IN OC: SCROS 4 IN OC x8 S18 -7x10 3x9 E--NF1IL6+: BC 2.5 IN OC: SCFIBS 5 IN OC S20 -7x9 alt. spl. 4x4 &F -ONE .5' THRU DOLT M RY. BE SUBSTITUTED ING- a.lspl. rt.HT. 189 EIRP 2.ORILSBBL MIN. 2 N.18DTT011IEDGEDI6T. 4 EO. TC : PNLS AND 5 EO. BC PNLS; G --RDD .5' THRU BOLTS RT. EACH BC PNL PT MEASURED FROM INSIDE SCARFS MIO EACH SIDE OF BC GPLICEG. NOT REO. GIRDER LENGTH Fat DC IF SCHEDULE 'F' IS USED. UNLESS THESE SPECIFICR71MS FOR LUMBER RHO i TRUSSES REQUIRE EXTREME CARE IN HYIOLING, y01ESS10 a;IMPORTHN14c: ALPINE CONNECTORS TIRE FOLLOWED AND THE WIRNING ERECTION HND URRCING. SEE -DVT-70' �� L ttrA TRUSSES BUILT IN CONFOIMINCE VITH-OURLITY CONTROL MRL'BY sTPI, . R11111CINC KDOO TRUSSES: CDMMENIIIRY fYD RECUM111-NOnTIUNS- THERE SHALL BE NO UMIRNTIES OF THIS DESIGN, EXPRESS OR IMPLIED. v1PI). SEE THIS DESIGN FOR R301110NRL SPECIRL BRACING * t0f FLPINE CONNECTORS (VIE MRNFRCTUREO FROM 20 GAUGE GILVIINIZED STEEL REQUIREMENTS. UNLESS OTHERWISE RED'O, TOP CHORD SHILL ,r UNLESS 07NMISE SHOWN, MEETING REOUIREMENIS OF ASTM 8446 GRAB£ R. BE LRIERRLLY BRRCEO WITH PROPERLY R1IFICHED PLYWOOD Nb. X31111 FIPPLY CON)LCU RS 10 BOTH FFTCES RT EACH JMWT R U LOCATE 06 SHDWN. SHERTHING, :BOTTOM CHORD WITH RIGID CEILING OR BRACING { BERRING 1101HS RRE 4' NUnINL UNLESS OTHERWISE SHOWN. DESIGN :RT MRXIIUM OF 10 FEET U. C. 00 NDf USE THIS DESIGN STRNDRRD9 CONFORM V1TH'RPPLICA8LE PROVISIONS OF ■NDS -77 RNO s1P1-79 'WITH FIRE RE1RtDRNT TREATED LUMIIER. V zT• .--TPI - TRUSS PLR1E INSTITUTED- NDS - NRTIONRL DESIGN SPECIFICATION FOR 1000 CONSTRUCTION of ./ FURNISH A COPY.OF THIS DESIGN TO ERECTION CONTRACTOR FIR -LARCH TOP CHORD 2X 6• #1 BOT CHORD 2X 8 #1 . WEBS 2X 4 • #t2 j �a ti;• YrAYPWE 4+= o%S s5/ WSJ C� LOADING '35.0/1.25 2XG/2X0 1.5NTS MF PITCH 11.0/12 SPANS TO. 34' 0 " COPYRIGHT 1981 4888685 4/28/81 DRAW# A498,145 A-M6-COMN- 35/1.25-16x14+ 5- -- h•I• •; . _ Bec A R N �� p �Q C K S NOTE: If•bearing requirement is not G _ available, go down alphabet to next /+ h, { letter in "HEARING AND BLOCK SCA R S • ''. "_ REQUIREMENTS" on girder sheet. INTI'!• All b'curinb.Al/":kr lu 4e 7rL, Same Nrade "at buclum Close-& ' COMBINATION `SCAB ' B LOCK' 140TE : 'One seal) may serve a dual purpose, both as a scab an a bearing block under the fol.lowing con t Ons: 1) The seal) must be next to a girder member. 2) Scabs must extend to the outside of the bearing wall (or support). 3) Ends of scab must -be attached as specified above for corresponding bearing block It is to replace. — BEADING BLOCK ,AND SCABS Scabs must extend to outside edge of bearing surface as shown here with full shape at the ends. See attachment information directly below span table on corresponding girder design sheet. 16d HANGER NAILS OR 1/2" DOLTS Nails for 1st and 2nd members only or 1/2" dia. bolts may be substituted for equal quantity of reqquired nails or bolts as s ecified on design, respectively. fILPINE ENGINEERED PRORUCT9,INC. P.O. 809 2225 P011PMU OCFICII,fLORIOR• 33061 305-781-3333 Rev. 6/29/81 .117 3/18/80 r� [� u C-3 [.J 9:7 I U� r -V ;IMI Er. Ja r_'1�x�, .:3.T BEADING BLOCK ,AND SCABS Scabs must extend to outside edge of bearing surface as shown here with full shape at the ends. See attachment information directly below span table on corresponding girder design sheet. 16d HANGER NAILS OR 1/2" DOLTS Nails for 1st and 2nd members only or 1/2" dia. bolts may be substituted for equal quantity of reqquired nails or bolts as s ecified on design, respectively. fILPINE ENGINEERED PRORUCT9,INC. P.O. 809 2225 P011PMU OCFICII,fLORIOR• 33061 305-781-3333 Rev. 6/29/81 .117 3/18/80 JUN 12 '92 09:54 f-T-I&R ARCHITECTS - CHICO, CAL. J6 B fl Ck N ee-:J eyll EENGINEER R STRUCTURAL ENGWEERS art 15� P.3/3 in PAGE NO._ JOB NO. DATE 3- Ai x rgp M S—rA Z 14 > 6 H :-4;on, 0 's 41 //( 'le7,0 z = )2,k 15o+ (,c,) X / I ' goo C s �pO �.� _— ------ — �'', Dia j Go w 2v STRUCTURAL CALCULATIONS 0 Keesling Residence Oroville, Ca. Job Number: #1297 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway Chico, Ca. 95928 (916) 891-1710 4, 1992 "Tf�S'6- CSG C uC.tTxoNS Po ,dor PR0111aE C1'f7-6?2A-L IfAv,9-6Y51S ,VF QC/JG . /i/OT/F!E-D ENG /NEZ�JZ (-rplo-A:5XTSI A)07-// 4: � 'E0 -r&7/E QUO QROFESS/pNq -U o2k E P. 3-31-93 ' \TRUCTu�P� `y�P F OF CAl\F JOB k ee< ENGINEER Rc 6e ri s Nev M R STRUCTURAL ENGINEERS PAGE NO. JOB NO. 17-97 DATE Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Typ. Uniform Load 4x8 DL 0.021 N/A 12.00 92 1,290 1,746 360 N/A N/A 0% Joist LL 0.107 N/A 3.50 0 1,290 0.00 total 0.128 N/A 7.25 Req'd A= 11.24 Act'l I= 111.15 Req'.d Beam Size: 0 RDL 0.128 Req'd S= 21.43 defl d1= 0.05 4 8 0 RLL 0.640 Req'd I= 71.26 defl tl= 0.31 { DF #1 } 0 ------------------------------------------------------------------------------------------------------------ 4x8 Uniform Load Joist DL 0.071 N/A 12.00 92 1,290 1,746 240 N/A N/A 0% Under LL 0.107 N/A 3.50 0 1,290 0.00 Wall total 0.178 N/A 7.25 Req'd A= 15.63 Act'l I= 111.15 Req'd Beam Size: 0 RDL 0.428 Req'd S= 29.80 defl d1= 0.17 4 8 0 RLL 0.640 Req'd I= 63.39 defl tl= 0.43 { DF #1 } 0 ------------------------------------------------------------------------------------------------------------ 6x12 Uniform Load Purlin DL 0.168 N/A 14.00 85 1,350 1,600 360 N/A N/A 0% LL 0.280 N/A 5.50 0 1,350 0.00 total 0.448 N/A 11.50 Req'd A= 47.76 Act'l I= 697.07 Req'd Beam Size: 0 RDL 1.176 Req'd S= 97.56 defl dl= 0.13 6 12 0 RLL 1.960 Req'd I= 324.14 defl tl= 0.35 { DF #1 } 0 ------------------------------------------------------------------------------------------------------------ JOB Kees i na __'es. ENGINEER R o5e r- Nev M R STRUCTURAL ENGINEERS PAGE NO. JOB NO. I Z9 DATE SPREAD FOOTING DESIGN NM&R Chico,'California Date: 5-4-1992 Project: KEESLING RESIDENCE Footing Location: F1 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.90 ksf (no short term increase allowed) / /' t— /,.S K S F- -r- ","7,=reZq SC5 Q �e r N 8 LOAD CASES CONSIDERED ARE: -7.— Z, 2'c/- 43 NoTC 3 1.40L + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.07 0.00 LL 5.04 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.25 Ft. Sq. Max. punching shear stress is 8.92 psi Total depth is 16.00 Inches Max. beam shear stress is 0.00 psi Depth "d" is 12.00 Inches Gravity only soil bearing is 1.67 ksf Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.05 Sq.In. bottom trans. 0.06 Sq.In. JOB ec ENGINEER Ro t,= r+s NM evR STRUCTURAL ENGINEERS PAGE NO. JOB NO. 29 Zi DATE JOB k ecs ENGINEER Nev M R STRUCTURAL ENGINEERS ela.nnIe- LGcc�. PAGE NO. JOB NO. DATE F, vvF, VVF' qpz xzxy�)"�103 XZ X 4) + � 8 x 5 -Z" �p3 O 200- . JOB�e c5I i n a Qc s ENGINEER o� NReg STRUCTURAL ENGINEERS PAGE NO. JOB NO. I Z� DATE e -- t- c u l o l -A CPQ ion ``Lo �'�SI nqq t ^I cie�� J Lc.,d DID NJozLA., LA-) = I� 1, 8 � L4 % in«e�se OLD V 1,LA04 New V = 12 (l -4l, 9, Z, ObZ_14- La�c� � L� (�✓in� �vn��'�c��s ) 0LDwL = xSz>e 3 HZ,0 P I-� �seis, New vi = 55 OLD N-ew Z 9 % i ne-rea s� k m JOB 1�ec 1 nG Res' ENGINEER �o be rTs Y � NM egR STRUCTURAL ENGINEERS PAGE NO. JOB NO. I Z9 DATE k e� K � He r A Fo r G e S C) LA e -T-.;D i �. r'1 ton J :76 IV -41,15 LeodScr 6/13 3� �z (3 6/z� Z Pcrn�T bS Load 4� 4,r) IL TP Ar cr r7-7J- STRUCTURAL CALCULATIONS Keesling Residence Oroville, Ca. Job Number: #1297 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway Chico, Ca. 95928 (916) 891-1.710 May 4, 1992 0 JOB_ IGeeS�ir Res ENGINEER �o e rTs NM egR STRUCTURAL ENGINEERS f� Ob TDC T le R p a� Li ve- �� 14 F► M.SL, �eGk Live PAGE N0. JOB NO. 17- 9 -1 DATE 11a 1,-4 Z. 9 ►�Z 5 ,�� z. z n Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I LL . 0.107 N/A 3.50 0 b&d for sawn lumber b&d - G/L Typ. Uniform Load 4x8 DL 0.021 N/A 12.00 92 1,290 1,746 360 N/A N/A •0% Joist LL . 0.107 N/A 3.50 0 1,290 0.00 total 0.128 N/A 7.25 Req'd A= 11.24 Act'l I= 111.15 Req'd Beam Size: 0 RDL 0.128 Req'd S= 21.43 defl d1= 0.05 4 8 0 RLL 0.640 Req'd I= 71.26 defl t1= 0.31 { OF #1 } 0 4x8 ------------------------------------------------------------------------------------------------------------ Uniform Load Joist DL 0.071 N/A 12.00 92 1,290 1,746 240 N/A N/A 06 Under LL 0.107 N/A 3.50 0 1,290 0.00 Wall total 0.178 N/A 7.25 Req'd A= 15.63 Act'l I= 111.15 Req'd Beam Size: 0 RDL 0.428 Req'd S= 29.80 defl d1= 0.17 4 8 0 RLL 0.640 Req'd I= 63.39 defl tl= 0.43 { OF #1 } 0 6x12 ------------------------------------------------------------------------------------------------------------ Uniform Load Purlin DL 0.168 N/A 14.00 85 1,350 1,600 360 N/A N/A 0% LL 0.280 N/A 5.50 0 1,350 0.00 total 0.448 N/A 11.50 Req'd A= 47.76 Act'l I= 697.07 Req'd Beam Size: 0 RDL 1.176 Req'd S= 97.56 defl d1= 0.13 6 12 0 RLL ------------------------------------------------------------------------------------------------------------ 1.960 Req'd I= 324.14 defl tl= 0.35 { OF #1 } 0 JOB KeedinQ II ENGINEER R obi r Nev M R STRUCTURAL ENGINEERS PAGE NO. JOB NO. Z�l DATE 0 SPREAD FOOTING DESIGN NM&R Chico, California Date: 5-4-1992 Project: KEESLING RESIDENCE Footing Location: F1 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.90 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: T Z, A)a�c 1.4DL + 1.7LL UNFACTORED INPUT LOADS Per- afa ':::� P (kips) M (ft -kips) DL 3.07 0.00 LL 5.04 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Z�" s Ff sy Dimensions are 2.25 Ft. Sq. Max. punching shear stress is 8.92 psi Total depth is 16.00 Inches Max. beam shear stress is 0.00 psi Depth "d" is 12.00 Inches Gravity only soil bearing is 1.67 ksf Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.05 Sq.In. bottom trans. 0.06 Sq.In. JOB�cs ENGINEER e 4 NM R STRUCTURAL ENGINEERS PAGE NO. JOB NO. 129 DATE JOB ee-5J , inek Res. ENGINEER Nev M R STRUCTURAL ENGINEERS F = G WPc- PAGE N0. JOB NO. DATE WFI ap z xzxy', xto3 T < < Z P) (Scc Vli i n� wL = l l0 X 4� + ( 8 x Wiz'), IO3 P a d D �/� n� Cor�o�s 2oo-F m JOB-ecSliila g -et s ENGINEER NM eeR STRUCTURAL ENGINEERS PAGE NO. JOB NO. I7-9 - DATE N1 e vJ W I = I-� I, a OL.D V = IZ (I1-4) New v = IZ 0-41, e' I� (seis, L4 6/0 i �c�ease I,LA0L- Z , DCoZi-, (m ,I I's ) OLD wL = 8-x SZZ x ,103 = yZ,BP I� (seis, New wL = 55 OLD N,w S 11+ �j .lvCoO� I-)aA JOB_ Kerc - (i nes Re 17 s, ENGINEER o he rTs N M R STRUCTURAL ENGINEERS PAGE NO. JOB NO. I Z9 DATE e � -he-4-�- mho«l Forces Die coy/�Z :76 -3 e n c/ /V.9" � Lc%cr /1 3) i3 Pc/Z� Z n�T lcoF7 ---4,ZS/z8 �o/-4 �-o ( bSLoad -G 4=n li TP /G 7J�S/ Can- -;n 4wouS / Glp/7rG l" 4E? lz06f it , 7:' �Ct•.a '•4`s it '�S..r� 1 b't�fi. r ^'+ri'.w � r� *[�r ya..,Rtj �. �i+Lt>i'+n Vii• # +%•w,.: y,K��-1,..qiy�••�1�X''�� d�"•`-dew r.; Y -;e. $, `E' •a 3,�' jv'c" Y'S,,rAF' tuS,# '�' � ctie•` it �flti ��. H' t � h �,+r }/.. J; +.".S.- - 's w t 9;yV+ l '::,f.'r '� "�•. .r ^; � � &'`a i*: tF��u • '"g ..��;t,.}'yii,r � a"•X*` ��p s'�� a t,;e.��. Et� Y �v�Y. n 7�• , _,� - ,j �.� . y ;'('< �• a•S•'`.;R { �f�r � `4s.. r�''`� 'fiW� �t�! `-i �°~t7�,tf..v.t ��x•�+},y a r7'.i;�`t+ - d�� ; � v' i � N' ! +! `* • { ',fa'''•�.e,Y•ikJ* r7,'L�1`,'`?�,4�a ^'.?-, �,�s,`'�•, �t�' f�•�.-+ �-P.�,'f'Y�,a1�"�F�Zi'i.'�..J+. ,i`..s� y�.,.[t � ��j�,n ; ""' rte`` •i �4: Yi •r,: ^ CV;.; as Provtheitte sin. 3C high deck rails R all decks n r* ground. 6- rail opening wea. t �E.aaP E[Ed�/TiO� 1=1' :Solid xvel chla.nevs to tealnate 2• abova the highest 7 _r Provide in. 36' high deck rails at cll decks core than 30'1 Frq the gro.:nd., 6' all opening me Provide odcauare bmdng. t' - �. f r�. t ilk t —LEFT j S'//>E EC EI�.4T/OAC/ rte, w: t9"�-7�- - '{ ♦fit .. � � r ..� i� � �` rt � �� •�'' r .. w �i . 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'r^.^'!_�1j?'p yn•�Y'a.;w•�+�#F,,tFrz-I •+'<:f `y.�3+..- +5,.�..�;!rr-,: ,`�'•.,'^t9"4!!4;��?C�+ds��{ i TL �^ 'u� �.1•�•.+.,.+tT Vii` :.-.i ��^'�!?�!SF ;�'� � _ ,, � . _ .r4^t•!',.t°•r'+�++'E�•,oY[.�^ .'"i �N,. G�''; ri'�a r�:.` � • r"�'.`�.�,..• •y, = f, N '6 - LV Z,/ a) Oal4e4 _ rr'JLY• DF-'!, IN P)A!7Er. Sb DIt00I=) .`) 4•' SfluG>; Lr••e' Front irLw3F e) S f:A rc w':..,1 Hosr a 865 " 3 F+.r-EIL ro4 K'.tLl- PL465 (b=/) 'l) PK FGr'FFV >'�Q 3 —.-F $ 6 C+LIE T✓ Or. rt F�3 ' 8) 1"WRYER thfF un OFR BLACICjoP , 9) 84"7-/A' ✓Acuun• aysrem lot '9'CF-ILINGs MFCNANICAL RM, e4ry 3, SDRm 1, eDRm. 3 HALLw4y• BUTTE COUNTY, BUILDING DEPARTMENT ��''.''' • - = �} _ APP R O V�yEE -, •\b..;,;� . t y.•7W3 y. i-:" S>. 'r^.^'!_�1j?'p yn•�Y'a.;w•�+�#F,,tFrz-I •+'<:f `y.�3+..- +5,.�..�;!rr-,: ,`�'•.,'^t9"4!!4;��?C�+ds��{ i TL �^ 'u� �.1•�•.+.,.+tT Vii` :.-.i ��^'�!?�!SF ;�'� � _ ,, � . _ .r4^t•!',.t°•r'+�++'E�•,oY[.�^ .'"i �N,. G�''; ri'�a r�:.` � • r"�'.`�.�,..• •y, = f, N '6 - A_ ^J j n x r, 7-4 L „ i ------------- - E l Pr SIG— - � � C3 x ". ! • .Ir hS Ant CIr7' t' ri � Y �f p • a ._ _ Z- '6`- - -[rnd ImE .,� it is U33 ,:Dmr vi:-•- - 6: tyCxl tx r{ c3xi:"r,same . 4i`4rik`ilut - to 'WrItt-a -permisson from tno Department of P -611C, , r Wcr4, County of Buttoa10 e R-.55000 Rj@C "–RPPLT 24+QQ Q •C o 1QC �.�IeS - PLR7ES TO BOTH FRCES DF TNF TRU55 RT LNLN .WJMI-..Ru UG1 .4— CHORDS. CERIERLINES OF 'PLRIES SHRLL ZOINCICE WITH INE JOINT 'CENTER TRUSS JOINTS 6NALL BE 7IDHT:RHO. ALL KATE& fULL1 EMBEDDED s THE TOP - SRRCED BY THE FLOOR. OR ROOF'SWE147HIND. TNE'BOTTON CHDRO 15 OSSUAEt CEI' IHD. rQ7ERIRL i5' RTTRCMEO DIA.°tTLTs 'TR OIfiER CASES..7NE DOTTCR ,..� R >y.® p. * A y} j� 1L" 1 IJ ";�} T INTERVALS ROT E2CEEDIMB FO'_O• DZC. TO DRRPEY NSIDUAL-TRUSSE --'US-VMO BT6tERS: Alm t0 TRDYID: FOR 'LDRD-3NRsIND BETNEEM TAUS6EE. 2i8.E:ROM IO -0 O.C. fDR RL1 FLOOR 6PRH5'OrER iZ+-D' RNO 1i'-0 D.C. EOiF IS TO 0E DfE1GNED BT OTHERS+ FOR _ BARGING, TO''RESIST LRTERRL.FORCES SICKING RNO SIROND$RCK BRIOGIND. REF -R TOS. DESIGN SPECIFICATIONS 7 CNDRD NOCO TRUSSES. PCT -SO, --'Bl THE TRUSS fLRa YNSTIONS. . WHERE CC FIELD ERECTION. CLEARLY maRK INTERIOR BERRINtDCAt'3OM5tRNT]L£YE! s FILE* SYSTEM PREYERT IMPROPER INSTRLLRTIDN. YT 7S THE RESPONSIBIL17T OF DINERS tDRRNIHD MEET DR EXCEED THE ACTURL'`D LDAGS`1MPD! UTILIZED MISA-7 86 IRUS►WL Sl17E29 CDPDRRTIDiR SIaHDDE EDRPI LORDS IMPOSED ST THE LOCAL BUILDING- CODE ON _RISTDRICRL CLIPR71C AEC 37 LLOTD JR'NISOId _LOHGFEEtDA. s s � i •_ ..... - - - 11111'1 _ s - - - 2-. ! rr y - .� ; �._.'•_ •.. ---�'-�-, ar .. ..;:,- .: - .., , .,. _ � . r- .�� -�.. , _.eve.,. � _ � . =1°' 4- w R£NBER faRCES FROP[ `CEfT TD RfONT 1D• LO?74�- 1 . 1i " il>!m '3tECIP[C1[T[tltS fiENERRL `NATES Tar CHORD ea7tan CHORD - Nees - REArTIONs tItX2 tIF-Y. T Is 0' B 1- 1806. .K 1: - -92_N:".10= 10 IVIR 1= ;OOT 4r iTiOrRDr, i' t• APrtl- a M OR 2X4 COITINUMM RIBBON TO TM END(sl OF TK: TRUSS T 2= -3293 8 2a: 4304 N. 2a -201$ K :I -t7t tVIR 2= I004 SOTTO! C"ORO= [II 4X2 •1 Dr -L- AS SHOWN. T 3x -3293' A 3_- 5017 N 3= 1646 'N "12= --135 11IIR 1= 0 MEBSt 4X2 S"ANORRD Df -L ' 2' SPECIAL. MED FROUS ARE: INDICATED BT RR A37ERISX i-). t - T 4m -490T 8 l= 5017 A 4m =493 'N 1'3-- 667 STANORRO RES 1ENGTH: 31 IVT& INCHES '7- THIS DESIGN HAS BEEN PREPARED -FROM COMPUTER _.:PUY DEVELOPED By T Ss -4907 8 S= $01? li 6= �iit6 N t4= -I118 STANDARD NEB'ANGLEr '23.6 DEGREES _ TFC- �iIPON£NT rtANUFACTURER. 3 Ss 400 B 6= 4304 :N Rs 657 N 15- =193 4- SPLICE DESIGNRTIONS: T 7c -4907 B 7_ 1806 :N 7- -135 KIS= 1646 RECat4fENDED G>l(BERs '5116 INCHES S-1 i 32613' T 'Ba -4937 Si 8= -171 N 117_ -2016 S 2+-RN32ta5 3-3t 32I�G T 9= -3293 K be 10 H 18= -92 3-4t RN32105 ON FT0_ -2LAT 293 ' - 1432105 ON SIDES T I,t= 6 Sa S -Ss 32I'35i'. FLAT * �> LIVE: LOAD...._ 40.0 P -0-P• - 2+60'ON SICE3 DEAO LOAD. 18 -0'r -.3•r.. OF THE NO PER SECTION 1.2.3:2_ 3-6t 32t?5G ON FLRT- CEILING D -L.- 5.0 F -s -P. - Runi IS ON SIDES QEFLECTION CRITERION. L/360 S t 3c -Stn Ort FIAT TOTAL &3.O r-a-r.��LSJ/Q�i' p` Y ES 1.OI3 IIURRT_IIN FACTOR e rE cn - �5-S. -+ 5. AN? S-7 REWIRE A 4XZXI4' IA. 2 BLDCI?-_ i T " '' E tCWRD 'SAT IAL. L NtGHS �i_►PttB&45+"'R f5E SUBt?1Ti7TEs7 FOR COME? SPLICE`.;'47/I� C} 1350 .;il StD U ..ERs T Te& FABRMATCR S CPT.ON- EMPLEt 5-5 mr BE SUSST.TUTED. FqR 5-4- TOP Ce•,OF3 1141 BE SPLICED 1S -t 1F NOT OtHfRA4SE INDICATEDi ANT- U�IERE NCTEO LY30TT It GENDER THREE OR ENO PANELS- UNLESS Oti£RMtSE v �Y FLAIR C DES t "ORD ;IL IIRT 3E `,. TO L- ONLY IN PANELS REPO.. 5. FOA &zSIC DEStCtf DALIES "REFER TO 1 G-@ 0 RESEARCH REPORT -I507• �UTITEU kt HiQ. NOTE= 319MU BRIDGING RECOMMENDED WHERE: DING }^} LF! INDICATED HY [+►3.N A P PPI 0 - F CR1./ - c a. en o a o: o in o a_ ch.. M .f .. m m M M .. .. a. M 1 N r m e' N i to a < m t N. r m 1 �N r aa. of M Yi o rn: m N O N N O (o M CS 0eA In ttf O jc>� L7 o yr 6: o » o1.0 N H! N 69 CO. N M N N - N K N O! 3.50 F 244 `-C G OVERALL LENGTH PLATE CODE SPACINO GATE TRUSNRL CGNRECTDR PLRTE3.RRE FORMED FROM IS- JS AND 20 GAGE HOT -0 W4 GRLVANI?EO PRIME IIUALITT STEEL. _ R-SOOO uar- 16.0.0 - O.C- 2/12187 APPLY FLRTEST0 80711 FACES OF THE TRUSS RI EACH JOINT AND.F051T:DN 1„11-'FMOM THE AU7510E EDGES DF THE - - CHORDS. CENIERLINES OF PLATES SNRLL COINCIDE WITH THE JOINT CEN7EP_ UNLESS''OTHERWISE _ NOTED. ALL TRUSSJOINTSSMALL BE TIGHT ANO,ALL TLAIES FULLY EMBEOOEO. THE TOP %- u IS ASSURED TO BEL T_ERRLLT - - BRACED BY THF__ FLOOR OR ROOF SHFRINING: THE BOTTOM CHORD -I8,RSSDM£D TF 8E"LRTERALLT-BRACES `IF. a"T ITIGIS CEIL1Nr MAlERIRL IS ,AITR1.iiED DIRECTLY. ]N OTYJER CASES. THE 80TTOR, CkIRD 15 TO.BE_LR7ERALLT,21ACED RI INIZAIPLS 1107 EXCEEDING' 1D'-0" O.C. TO .OAMP.EN :RESIDUAL VIBRRTION: •ZllcH -IS LDRr.3N TO iRLL. FRAIIILT. ' F �. Q R TRU U:—DESIGN 'WAL SYSTEMS. AND TO PROVIDE: FOR LORD SHRRIND:SETUEEN TRUSSES'..2Xfi 57ADNGaF•R 'SRiOGIl* IS #ECDSMENDEII.'AT 10"-D- 0•C..FOR ALL FLOOR 5FRN5-DYER IY'-0"ANO ::IG' -0- O.L. FOR RLL�ROOF VANS .OVER UI SRACIND 10 RESTST LATERAL FORCES,IS TD"BE DESIGNED a7d7NERS. FOR .RDD1 `ONRL `INFORMR71011 CONCER>r�S��// BRACING'ANO S7RONGBRCM BRIDGING. REFER ',101 DESIGN SPECIFICATIONS FOR:RETML- PLRTE'. CONNECIE3- PRRALIEi �/ � �1 �p CHORD M000 TRUSSES. PLT -80. BT THE 1RUSS PLATE VINSTITUTE.. WHERE CORFU 6RT EXIST C0N�R4IN6 %ROPROM! 1 5 FIfLD ERECTION: CLEARLY- MARK IIt7CRIOR BEARING LOCATIONS. `CANTILEVERS. ANOINE CHORDS .Of THE 'TRUSS- TO fILC+ FTK-24-t(f-dJ-1161 RFFs 4. • PREVENT IMPROPER INS RLLATION. It IS THE RESPONSIBILITY OF 07HERS IO RSCERTRIN-TORT THE DESIGN- LAR KCb '- -864143' TRUSNAL SYSTEMS CORPORATION R'SIONIDE COMPANY' UTILIIED ON THIS ORRMINO MEET 'OR EXCEED THE AC7UAL OERO LORIS IMPOSED 87. THE STRUCTURE ANO,, THE LIVE --- -= -- LORDS IMPOSED .57 THE LOCRL BUILDING CODE DR AISTDRICRL CLIMATIC. RECORDS.. - - --' 54 LONGFELLOH LUMBER s d a t" GENERAL NOTESES MEMO" FQecrsFROMa`LEFT TO RIGHT LO. -co.`., 3 - IOHB lUl�S£L1<ICAfIIISTOPCri0R0 JOTT0CHOR_ NEW - - - ;RE>wT - ,r T i= 0 B 1= 1525: :JI Ja -127 N 7= "20 1Y)R 1= 8T7 TDf OJORD+ III 4X2 •? DFL i• AS SH N 273 Qt 2t4 CONTINUOUS' RIBBOtt' 7O Tt EJR1131 ' TT1E TRU33 T 2= -25'06 8 2+ 2846 :N 2= -1683 N Ba -406 IY)R 2= 877 BOTTOM CHORD: I1I 4X2 s2 OF -L A3 EI[AXI T 3= -2505 8 3 2846 N 3- ;1087 N C= -218 IHIR 1 0 NE85= 02 STRN<*tRD DF 2. NOTE NG FACE. }/2` WC ?'.AGENT W BETNt1:)1 THE TOp LI1QRt1 T 4- --2846 8 4:, 2846 `N 4- ,-218 N- IQ- 1087 SYANDgRD NEH LENGTH'S 32 INCHES BfAAJNO FRCS AND TFiE'fiDJgCEN7 NEO MEMBER• T 5- 2505 8 5= ISYS N 5 -406 N aY- I689 r 3- SPECIW_ NEB iltuZES ARE INDICATED BT- AN ASTERISK [ai- - - - - S7AKORRO NEB' RNGLr 24.0 DEGREE; ,- z 4. THIS.DESICN HAS BEEN-PREPRP.-•'D FROM CQSRITER ;INPUT QEYIELOPED tiT T :�_ -Z` � N S= 20 Y I2_ =127 REC"'-MENDED. CAMBERt IJIS INCHES s THE..CtM?ONENT'MRKUFACTUWA. - -_ .y.� • b• Si'1.ICE O25ii7lONS& 325 1 -ISM USED PT7i S-1 Q LIVE LOAD.... 40.0 r.v F - - 3-2. RN32IOS GERD LOAD—- 10.0 P•8 P- OF THE 'NDS. r S-38 321350 CEILING 0•L-- S-0"P=B-F. 3-4y RN32105 ON FLAT TOTAL 55.0 P.a•►: DEFLECTION tR TtRIOH� Ll360 • RN3210S ON SIDES 2 1-00 DURATION FACTOR 3-5� '2460 ON DIRT S0 ON \ 160 OSLOES FESS 1-6t 3213SG ON ,FLAT RN32105 ON SIDES t-© -T+ 321350 ON FLAT 3'4- SCFSIDES I S OES -4. 5 5'.- 5-6. THE 5-7 RETMIJRE R 47[2X14' W. OF T 2 BLOCK; �t � . HE SAME SPECIES q5 THE CMORD MATERIAL, �; HIGHER SPLICE NUMBERS MAT BE SUBSTITUTED FOR LONER SPLICE; Ta, NUMBERS AT THE FABRICATOR'S OPTION. EXAMPLE: 5-6 MAY BE SUBSTITUTED FOR S-4. )� �An�. TOP CHORD MRT BE SPLICED IS -1 IF NOT OTHERNISE INDICATED) qNY: • n�-4/a'11JO45U i HHERE EXCEPT IN CENTER THREE OR ErD PANELS UNLESS OTHERNISEi No- NOTED.BOTTOM CHORD MAT BE SPLICED ONLY IN PANELS SHORN. KQ Bu TE IL nu ILDI 1\ I RT I JG CIVIV •-� . OF CALW -o RtWEU s cn cl CC) m i? ea m m m in tQ o �ra m * ati o cv :•1 G, 24.0` C4 cn on co co to _ . S'=3•�D' OVERALL LENPTn _ StI+C NO R R-5000 TRITRUSNRL COMMECTOR 'PLATES ARE FORMED FROR IS. 18. AXI 20 ORDE HDI-OLPPE0 rALVANIZE0`PIUME:RIRIL]TT STEEL. 24.OQ "' O.C. ZZ! i$/EB R"Ll PLRCEM7E8L1ME8 OECELROF. THE TRUSS AT ERCR -41UT .RO �^al?ION ilE' =i.i01S. SISE OOT8I0E EOGEi OF _?!i TE 5 Ll CDINC]DE kli> ,n«.IOIMI Cr R7EItL7NES.:IRILELrB4OTNt3FNE1 "![OT -OP TRUSS JOINTS SNRLt BE TIGHT RMD ALi pLA7Eb FIp Z',iBEDGED.: ','ht TOP CNO0-%UNLESS1tMFD TQ. E_-L%TFR#L�i BARGED BY. THE,FLOUR OR J1OOF SHE47HIWD Ts=� }s�71 CHOAt ti'�:IREO -,'IQ BE tATERALT'? /ARCED';If. 7F itITG3fl JNTERYAtSpN07?EILICEf9aA'NQ„IOEa DIAEL I T=a Yr �f _LASW ts, E non'CHORD IY:` O _i£-LIFTER%Lt al[RCf:) _IIT . A R f`=IS.0 ” =+'atSc.1L"8:'sORL �iiEitq'IQ1fiH1CM `I COl1lICN tB'. IILL =FRR![Z TRUSv T 9YSTEMb Abt[,< .r FO,L'3pG fH .et1f`LfJi.- # t + l t P l EM T 1 SS a..X6'BTRDN^.SRCR : HRIDG7MG':-'I6 :RECORREROEQi-,-*T R�= �,_ �- w1 3Lbar. SP�?lS. OYEk }2. -0 SMO -.;IS 0 O C. FOR ;RLL,: SDGF-_:, W _ ct fit.#v .5 .LATERAL rtEaC£3 IS T6'.S£ OESIONED BT -OTHERS. roNS: OVER }b'-O'+`-tilEt -- "•"` _�=�-`� �,t�d-onTRONGSRCM' LRI06INIi. REFER::tOt ..'.OE51iIN SPfCIFICRi1QN8 F ADI iMF1RI6±72DK CORLEI!/I b "'- "�+ + .t�� +D OR REIRL FLRTE _:CONNECIEfl-PINtRlLE1 a C CRD 71000 7RUSSES. PCT -80. BT THE TRUSS PLATE INST77UTE '' NNERETOMFUS76><'RRT'£%7a;CONCER)tiKO;'!>1QPElt xILEa'CTK-I3-18-55-1241 - R a �-_ � �� .: � i � i � �' iFAEYD EREC7I0M CLE RRRR INTERIOR BEARING LOCRT7ON8. CRNTTLEYERS. AND THE CHORDS E E T IRPAGPER_IMSTRLLATIQN. -IT 3d:THE_RESPONSIOILITT.PF OTNERS_TO::ASCERTAIN THAT THE TOElI10i11,llll i A SJZ I TRUSMRI STS EMS CORPDRATIC11 q g10MODE:CORPANT' UTILIZED ON THIS ORANING MEET CR EXCEED THE fiCTURL DEAD [ORO•. 1RP08E0 ST kE 53�ifJGORE _i1 DE SNE, 24 -0 LDA08'TMPOSE0 87 THE. LOCAL-SUILOING EDGE OR-.NIS70RICAL CLTRATIC:RECORDS -. ...-: 47 LONGFELLOW LUMBER IJS} Yr 6 tj ,Ir 1" - " I , r. q.",x ,- '177 1,7, 77777 I 0 fi mat R., � r in qZA 1 1%7 .0 it is , ww A A61 Z, lu. uld v Irw mat R., � r in qZA 1 1%7 .0 , ww A A61 Z, lu. uld v Irw tob 0 ;o 01 mat R., � r in qZA 1 1%7 .0 0 01 22 1 i . . ........ 7— n ,� " AI r1 � ; VJ j"l _ I 4 -Al'i , -A,�;�L:., 111"xi— (k ';!�: ,;,':� , �" ,;�; Is t� r; 4 A �.'` V ��l i £ ';1 S �i' d L� N '. ��L4: ,.. .: r. a �, � , w. ... � � ,-v i i a. d Vii. ........,. ,... -. , � . i �... '. i ,. .. � _ � '. � .� ., ' � �„ �„�, ,,. r, .. r '. .k.. 1 '.. '."., , �'. RI's: , � .' � . �. i .i ,� r. I r i it .i i � ,.I ,� I '.. r .. �'. ,.. . ., I ., i � � � �., , � i w ., -. �- ,- ,; � w A �'. .� i �, :. m. �: �' 1 � � Y a.. a -. I :. f ♦..� a a , a � � � � n+. � � .. _ � 5 '.� r a ,, ' dd� ++'' UU x 'I.. .. ,�., x , � . ok F �. � _ l" tl A. �: ,n A a r a; ,, d. ... . :�: �1 i . i. .p ,.. ..,., ... 1. ✓r � i ,,.. �. r. I y �. '� 1.' i p I. W ',... .. .-. u r .. 'G.u.,.. a.�x,ae�[. A..�. .( ..r .-. .. a i �. , k i. ..y .. � ,'1 t y.1 i�.. h... • ,,. v 1 1 : �. ,...,a a., sv,�nv.,,.. lG.i v ar, .. '.hn� n....., +s .a. ,•r ",'. � r _. _... �. �. ..c. , 4 e i � _� _,c.. b ., ._ .. 1, 4_ ,, .__ .�, .. _�.,. ,,,.r _:__. .,. ,.,,�,,., , .. .,.:: n .. �. _.. V , ti _. ,. ._ .. .. ,. r. .... .:. ,..,n..._ .., �_. ...,_ s ,., S .. e � .. .. _ . .., . .ih44 ,. . , , n. _,.,, .,,,...��.� .,.:.. , , _f r.--- •' fi - _ (323 OIO SM J " ;- NPUT, SUBMITTE(S BY,.RUSS FABRI%ATO JCL: 13285 R.ON THIS DESIGN HAS BEEN- FROM COMP.UTERY'I�_� - 3 2d9b 2 4. - --t. -, . 2 _ b;2 TC X -LOC L 21.'5 -: TO CHORD 2X�F Fac -12 BOT gHORD 2X4 F4IR-LARCH 1 '^ 9C -LOC -L- B 25 I.82 19.23 28.96, VERS 2X4 fR-LARCH .STANDARD - CONNECTOR 5`AUST 'BE iNSTALLED IN ACCORDANCE WITH �.� TOR PLATES _,. TRUSS DSSIGNED, 7} EQUAL PANELS'';BETWEEN INSIBE ANDS SCAR 'CiIT ,# ..., OTHERVsSE NOTED '= REQUIREMENTS. OF � C.B.O.. RESEARCH REPORT' #2949,: OF tL-SS , ALL PLATES ARE T . e --ENTERED ON; THE JOINT, LEFT TO RIGHT AND ' + Botham, chard checked for 1.0 =PSP Give load. ~ TOP TO ZOTTOM, EXC ;HEN LOCATED BY CIRCLE OR. DIMENSION. -' SEE DRAWING: 130 FOR >LATE LOCATIONS OW -TYPICAL JOINTS." LT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.MtD. TRUSS REFER TO DRAWINGS A103 AND A1.0r4R FOR OVERHANG DETAILS. FABRICATM TO REVIEW TF' -LS DRAWING PRIOR TO CUTTING -- _ ER TO ;• vER� Y THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM Top chord shall be 'laterally braced with properly connect -ed TO Tait=.' ARCHITECTURAL PLANSa/SPEGIFICATiQNS AND' FABRICATOR'S purlins spaced at a maximum of 24" 0j. C., unless plywood. TRUSS L-AYOUT. ' shecthing is attached directly to top chord.: 5X4 ;_.. 1.5X3 :5X3 12 4_AD �X7 - 2X7 3X4 3X4 3Xq 14-7-5 I4-7-8 _O.A. '13 OVER 2 SUPPORTS T iF REY l3Il 7 SES E 'SEON--127612 FURNISH A COPY_ OF THIS OESIG�i TD ERECTION CONTRRC�OR,_ . PLATE. TYPE-7FILPINE H PINE ENG[NEERE7 PRODUCTS, INC TRUSSES REWIRE ExTRSME CRRE' -` DESIGN CMT r REF _ —'_ /Qgt6IfS5�,� Q 4 IMPORTANT � s + aw- r+oT eeREs�aNsi E rcR Rei WARNING IN WMXI%, ERECTIDN Rim � 3 �1�` - -�..�� to Co rTrfmTinm no war. MIATIQN FROM ERRCING SEE 'BAT -76-8 tBRRCING VOW TRUSSES- /• `�\�P� .Tp��r TC 'LL i6 0 ,P.sF ; ORTE 08/21/87 GsENEM NOTES MEMBER `FORCES FROff LEFT TO ITIGIIT - LD-scmD> I• r I tom'SPEttft£AT[Ci13` ` %i > `A!t'L2 A 2X3' OR Zr*,CONTIMIOUb; RI880H TD TItE 'iCSJ Of` THE TRL S F TOP CIjORQ. BOTTON.CHCRD T Ia- 0. B I=. 1572 Fi is WEBS REACTtOk§ TOP CHORD, Ill 4X2 •F'DF-L 79 H 9= -74 I V IR I= 889 - i8 StfG1Ut. T 2= -2875 B' 2= 3765 N 2= -I?6I H' !0=>> -230 '[VIN 2= B89 'BOTTOM CHORDI C!i` 4X2 of DF-L - 2', TNJSI%ION HRS BEEN PREFGRED FROM CDt7PUTER INPUT DEYELOPED By r• T' 3= -2815 8 .3z 3.467 N 3= T 3= 4457 6- 1447 H It= 5BOA iINIR I= 0 NEBS� 4X2 STRNOpR;`.OF-L THE CAFiPONENT MRNUFACTURER- `- --2575 3i N 3= T Ss,- -4310 B 6= 3805 N S= -466 N 12- 953 _ STANDARD NEE LEYDTHx 92 INCHES -988: N I3s 3+ SPLICE ;OEaSiGONRT.[OkSF 7 6_-4AS7'-8 6= 1656 H Sa -tfi5 SOS; H 14s-- 1423 STpk�JARD ;NEB RNUIE� 2t.O OEOREES S-2�` ftN3210 T 7= -4329 H 7= T -168; N :S= -1834 S-3'r ; 32I35G - 8= _2938 A 8-- T 9= -2438 -163 N 16=: -84; S-3s R11=05 ON Fr_RT_, M210S'ON[- SIDES: 2 IG= O - S-S "321356 Ok FLAT` 2�56 ON SLOES LIVE LQAQ.... 4Q:Q:P.S.F- DEAD LOAD ._ IO.O r c:r- !-ISFB*USED DEAD LO PEit SECTION 4-2.3-2 > ,Y-Sr, 32MG5 a�1i FLAT -= RN3it05 DII SIDES 5 7� �I35G✓ Olt FLAT D L-i - " S.0 t.8-r. OF THE ?MS. - TOTRL 55.0 ra•f OEFLECTTOH CRCTER, tOk� L/360 3L ` .t "°►v • _, 32t35C; ON SIDES r XZtI4=1tQ. 2 BLOLIC L-QQ DURRTION FACTOR Y��'4 Of-_SPLICES THE SAME SPECI`-5 AS THE CHOWlMATEERRIAL L HIOHER`SZCtCE NUMBERS HRT'BE SUBSTITUTED EOR LOHER SPLICE �`rj�� • t � �Y�/ NUMBERS -RT HF FABRICATO S OPTION- EXAMPLE, 5=5' 11AT BE T,� ' ?f SuBSTITUTEtt FDR' S-i. .•t e•"> . " r� �/ TOP CHOR0 P'•AY BE: SPLICED IS-44f- NOT' OTHfRN:SE MOICATEDI' RNr- WHERE EXCEPT' tu- CEHTE-_- THREE OX-90 PANELS UNLESS OTHERkISE ,+� . i' ' +' r f '.>:«• : �.:+ ✓� � _./ ' NOTES' BOTTOti, CHORD KAT= BE SPLICED ONLT IK,PANELS' SHUNK. ."�% 1r 4.:F.Oft BASIC QEStON VALUES REFER: T11 1-C-B-O. RE, RRGH RE'ORT •!6Q?'« _ • (�rr.�in� E _ wa 31 88 'Nrs i s - > IA � W D fn - ICT Ir 71' Vi' -" L7. _ C07 T4 Q CD m in 24`-8.27:QUERRL. LENGTH " PLAT.' CODE R-SOOO' - UBC :TAC[[iD MOT O•G-. OAiE 8/L2/8-J � TRUSWRL CONMEGUR>:PLATES ARE FORMED.FROK I6r 18. RHD'ZQ GR13E NOT-DIPPED GRLVpNI?ED P91KE DUA APPLY YLATE6-ID.,$07H FACES OF THE, tRUSS:RI ERCN POINT AND P05I7I0N:1/8' FROM •THE EOGE6TTOFTfTL+ .OUTSIDE CHORDSe tEHIERLINES OF PLATES SHALL COINCIDE AI1H`THE JOIN'c CENTERLINES. UNLESS OTHERWISE HOTED- ALL - - - -. IAUSS JOINTS SMALL BE TIGHT AMO ALL PLATES FULLY E118EDDED.* 7.E lop CHORD IS ASSUMED 4R BF," LAIERALt7 BRACED B1-THE FLOOR OR.ROOF,gY.ERTHING> THE'BOTTon CHORD :RkSUHEO.;77O:BE'LRTERRL4.T..9RSCED =' jj ` l�_:::J � �T O : � ,'s 0:E � 1 V -- _ ,, . 18IF-_A<RIGID CEILING MA7ERIAL IS ATTACHED DIRECTLY. IN 07HER CASES. INE 8UTTOM" CRORO 15-10-BE,:LATERPLLT tRACEO' INTERVALS M07 EXCEEDING "l0 -0 D.S...- TO-CAMP EN :RESIDUAL VIBRATION. - HHICH :I5 COMMON ':T0 n'tL: 'rRAMING 610 EM6- AMD 7O PROVIDE FOR C0A0-SHARIK6 BETWEEN TRUSSES. ZX6:STRONGBACK. BRIDGING I5; RECOrtMENOED ` -,T " U S_ %� ]0 =Q' 0'.G. FOR ALL FLDOi[ SPAR: DYER 12 -O:- RHO 16 -0. O.C+ FOR ALL: ROOF SPAN& OVER, I6':-0'. RU BRACING 70 RESIST FDPC2$ ISTD 8E-OESIGNEO 13T OTHERS. FOR GODITIONRL - "INFORMATION CONCERNING SRRCIMG-AND SiR=BRCK BRIGOM� . REFER.tOC %DESIGN SPECIFICATIONS-FOR-MEWIL_ PLRTE_ CONNECTED (PARALLEL CHORD %(DOD: TRUSSES. PCT-80'. UT 7HE,TRUSS PLATE'IWSTITUTE+ '1iHEAE CONF0510N MAT-£7II8T CONCERNING: ' - ltt r-TIK` 4�tS'-- f16T REFS y �[�+ S 1 STET I�3 PRO FIELD E1ECTION. CLEARLY "ARK 397ERIOR-BEARING LOCATIONS. CANTILEYER6r RM6 1HE'LHOROS OF THE G: PER PREVENT 1MP80PER Ifl6TRLLR7I0N. I716 THE RESPONSIBILI`.'T OF 07HER6 TO ASCERTAIN THAT 1 USE .TD tt, tt CCftii B-4it ii 7_ IRU4WRL SYSTER9:CDRPDR�7ItAN" A 970KCOE C0!lPRNT, UTILIZED ,Oft THIS ORAWIHG; MEET OR EXCEED THE: RCTLRL"=DEAD LOADS`:IP.PDSED BT THE STRUCTURENE DESIGN LOADS RND THE: LIVE CORDS-IMPOSED 9T-THE LOCAL DUIiDING'CODE DR'NISTDRICRL CLIMATIC iEC0RD31 gs = ` 12 LQtiDr-FLUOR t IrfaR I•I6 / 1-CL GENERAL. NOTES MEMBER FORCES FROM LEFT TO RIGHT -` a. COND. I : ' t.l mmm SI';'C[P.ICRttmm TOP CHORD BOTTOM CHORD HESS REACTIONS TOP CHORD, [13'4X2 *IDF-L I- APPLY A 2X3 OR 2X4 CONTINUOUS RIBDON TI, T= ??1DISIIOF THE TRUSS - T 1= 0 B' 1= 1751 M 1= -78 H 10= 14 ,1VIR 1= 978 T 2= -324[1 8 2= SHOWN._4317 H 2= -1861 N 11= -348' TYIR 2= 979 -BOTTOM CifORD= 117 4X2 SEL.STR• DFS JT Z. THIS OESICN HAS BEEN PREPARED FROM COMPUTER INPUT' OEYELDPED BY 1 T 3= 3240 8 3a 6387 W 3= 1664' N t2= -168 IHIR I_- 0 WEBS 4X2 STANDARD OF -L :THE COMPONENT S BEENCPREPAR T- 4- -5048 B 4_ 5394 H 4- 166" H 13 768 STRNDRRD.WEB LENGTH: 32 INCHES 7 -'THE CO COMPONENT MANUFACTURER. T 6a -5048 B S= 5394 H -S= -1195 W 14 -1171 STANDARD 'WEB ANGLE, 24.0 DEGREES` SCE 3260 T 6= -5387 B 6= 4:'.69 N 6= 812 H I5= -166 T 7= -5078 B 7=L IE46 H 7c -168 N 16= 1630 - 5-2c RN3210S T 8= -5078 H 8= -374 N 17= -2044 3-3T 32135Gr T 9 3314'- N 9= 18, H I8= -84 3-4s 'RN321:'6-ON FLAT T 10= -331+' SN32105 ON SIDES' T 11= 0 S -Sr )32135G ON FLAT 2460 ON SIDES LIVE LORD _. 40-0 r-84-- I-.ImH USED PER SECTION 4.2:3.2 ; S -6r 32135G ON FLAT DEAD LORD::-. 10-0: P s•F• OF THE NDS - 32135G SIDES CEILING D -L._ 5-0 P -4-F. 7.. 32135G DN FLAT DEFLECTION`CRITERIOW L/360 32135G ON SIDES TOTAL SS.O P -s -F n SPLICES 5-4. S-5.. S-6. AND 5-7 REDUIRE A 4XZX14` NO- 2"BLOCK l•00 DURATION FACTORjD�lf y OF THE SANE SPECIES AS idE CHORD MATERIRt= rr�� HIGHER SPLICE NUMBERS NAT BE SUBSTITUTED FOR LOWER SPLICE NUMBERS AT THE FABRICATOR'S OPTION. EXPIPLEj 5-5 NAT BE SUBSTITUTED FOR 5-4. TOP CHORD MAY DE SPLICED IS -1 (F NOT OTHERHISE INDICATED) ANT- 1 ! y WHERE EXCEPT IN CENTER THREE OR END PANELS UNLESS OTHERHISE `�� C. ♦j j7 i '. NOTED- BOTTOM CHORD NAT BE SPLICED ONLY IN PANELS'SHOWN-- r 4- FOR BASIC DESIGN VALUEg:REFER TO'I•C-B-O. RESEARCH'REPdRT -1607-- t _ 1 cn cr1 0 ' o In or o to a .7 b v In T. cq _. N -m m a)1 N _ - - co N. m rn o m.0 015-o m o cn A - La o 0 0 m U) m 03 1 N O 0 1 to Q* 1.75 2V-1 -7" UYERALL. LENGTH PLA E CODE SPiKIHO ORTE TRUSWAL`CONNECTOFI FLA' ES ARE FORMED FROM 16 18, 690 20 GAGE'BOT-DIPPED GALVANIZED PRIME OUALI7T'6TEEL. -.��<7Q [IQ� : 'i�-�O'�� O.C.-'. BI I2I87 - APPLY PLATES. TO BOTH FACES OF THE TRUSS AT EACH JOINT AND POSITION 193- FROM THE OUTSIDE EDGES OF THE ' CHORDS. -CENTERLINES OF PLRIES SHALL COINCIDE WITH TME .DINT CEKTERLINE6. UNLESS -OTHERWISE NOTED.. RLL _ - TRUSS JOINTS SMALL 8: TIGHT AND ALL PLATES FULLY-ENBCaGW... THE 70P CHORD IS -ASSUMED' -'TO BE LRIERRLLT - 8RACE4 BY THE FLODt OR ROOF SaEATHING. IMF- BOTTOM IB R85URED TO BE L$TERALLT BRRCEO IF A RIGID r E AT E RT ARLLT BRACED `� CEILING MATERIAL 13 A7TRC1iED DIRECTLY. iM- DINER -CASES. 7HE'897TOA CHORD I6 -T0 B L - ' f� (� j'''� j -" ,.-: 1N7ERVALS :NOT EXCEEDING- 10--0' O.C. TO OARPEN_AESIOUAL YTBRR710n.. WHICH I6.'CCMRON -70 ALL 'FARM-+: R. F L Q IT T R 3 DES E S � G' � STSTEMs. 9GII TO PROVIDE FOR LORS SHAMICG BETWEEN TRUSSER. 216 STRORGBACN BRa,,!G1NG IS RECOMI7EKON?` RT !f 'a. i 1 V V �d Y ]0'-0' O:C. FOR ALL FLOOR, SPANS OVER 12'-a' RNII 15'-0- O -Cs- FOR ALL ROOF- SPANS GVER lb' -0': RLL �_ �E GRRCING 70-AESTST LATERAL:FOACES 15 70 BE DESIGNED -8T OTHERS. FOR DOITIONAL INFORAAT10N :CONCERNING 1 II gg I BRACING ARO STRONGDACM BRIDGING. REFER TOi-�OESIGN-SPECIFICATIONS FOR.ME7AL PLATE CONNECTED -PARALLEL -. _ - CHORD W000 TRUSSES'. PCT -80. 8T THE TRUSS PLRTE INSTSTUT'_. -4MERE tONFUSION RAY 'EXIST -CONCERNING PROPER SYSTEMS FIELD ERECTION. CLEARLY MARK INTERIOR. ,BERRINQLOCRTIOK3. CRNTILEVERD.:AND THE 'CHORDS OF THE TRUSS TO rtui- FTK-Z?-1t1-55-i 161 REF• PREVENT IMPROPER TNS7ALLpTION. IT IS TH=_=RESPONSIBILITT OF OIP.ERS 7041SCERTRIN THAT THE DESIGN LOGOS - B Q� 8 VRU9WRL 3TSTFIS CORPORATIDM A SIOWOOE tCMPRN: UTILIZED ON THIS OAAW]NG MEET OR_EXCEED THE ACTUAL 'DEAD LORDS IMPOSED 'BY THE 'STRUCTURE AND THE LIVE LORDS IMPOSED BY THE LOCAL BUILDING CODE OR HISTG'3CRL CLIMATIC RECORn!q.. - 11 LONGFELLON LUMBER f 1-16 1 1-01 GENERAL NOTEStn<MeER ORCEs'tRDn LEFT TO R101lT - Lo. cmw i 'LurA.'t smutcaTima TDP CHCRO BOTTOM CHORD NESS REACTIONS TDt CHORor 111 4X2 v1 OF-L, ' I. RMT R: 2X3 UR 2nv CONTINUOUS RIBBON TO TJ-_ ENO131 OF THE TRUSS T != 0 58 I= 1398 H. -(_ 665 K I2 't17 IY)R 1= 801 T 2= -2521 B 2= 3230 H 2= -1685 H 133 1217 1YIR 2a 23(0' 80TTD1 CNORDe I-17 4X2 -I OF-L, I,� S1fONN.- 7 3 -2S21 B'" 3= 3558 N 3- 1246 N 1.1 -1 SOD [V1R 3= -765 iEBSr 4X2 STANDARD -L, 2: SPELtRL NE8 RNGLES RRE INDICATED H7'AN'ASTERI3lI TiT. T 4s -3564 B 4s 3297 N -4z -16d N I6= -I66 iNIR._1 0 STRNflRRD 1lEB tE710TNr 3Z INC 3. THIS DESIGN'tIRS -J'FEN PREPARED FROtt COMPUTER INPUT DEYELCt'ED BT T S. -3594 9 S= 3297 'N S= 182 X 15 2060 STANDARD IiEB AttOLE+ 24-0 DEGREES TI'.E COMPONENT MMVJFACTURER, 7 6 -3556 B 6= 1489 N 5= 404 W 12= -2497 4. SPLICE'DESiGNATIUSr - T 7= -2565 B'F= -1:806 H 7= -168 N -1 -173 - - S-1Y' 3260 T 82-2585 B 1i_ -166-1 H 8a 42 N 12s -2613 S-2,: RN321 T' 9= -48 B 9= -1668 N 9= -2SZ x 20 17 S-3r 3213SG, T 10= -45 A 1;0= 14 H 21= 1873 S-4 r RH32tD5 Ott FLAT' T 11= 4065 H I1= 137 N ZZ= -78 •4 ` RH321G5 OH S70ES T 12= 4065 Lis'rfr Sr 5-S, 32135tT'ON FLAT T 13= 0 f•` ` v, 2460 ON SIDES - S-6, 32t3S� D11 FLAT ttYE LORD .. lD.O r.a P- L•ISFLr USED PER SECT]ON 4.2.3.2 ri +"-i r��r Rt13Z1'JS ON SIDES DEAD tpAO.... 10-0 r-a•P. TrE NDS. i+-LI S-7r 32t35G ON FLAT LE1LICiRr O.L._ 5.0 r.a.l. CRITER DEFT ECT10'4 ICH, U= 3Z'. . off 5]BES; S f t TOTAL S-0 Pa P- SPLICES' 5-4, 5-5, 5=6. R`10 5-i REQUIRE A ;X2X14'- 7t0. 'Z BLtIC1S OF TNF ..MME SPECIES A5, THE CHORD nATERIPL- 1.00 DURATION. FACTOR HIGHER SPLICE NUMBERS MAY £E SUeS:1TUTED FOR LOWER SPLICE NUMBERS AT THE: FABRICATOR'S OPTION. EXAMPLE, S-S MAY BE ;SUBSTITUTM FOR 5-4. C (t�S TOP' CHORD TTRT BE SPLIC£0 1S-t IF NOT OTHERWISE: TNDICRTEDI ANT- fE I�aQ. VJij 0 ~a WHERE EXCEPT IN CENTER THREE DR END RRNELS UNLESS:OTHE,°NISE 110TED- :SOTTO' CHORD MAY BE SPL1'f0 ONLY 'IN PANELS 3HMik-- S.- iA4 BASK OESICN +;.`CIES REFER To 1•C•8.0,_ RESEARCH WORT -1607. NOTE: Truss rnot s•metric3l. �_`. Install in icrordance with dL-c-i&n S�1't- Il y t't Tl �C c i q L m.� m +*, a m .. . •-+ v t $. - @. t < co, 1 co N a vs N' o ,n o: m .1C4 m a,- to r3 s aa: MRIE. C00E 31-RC130 09TE TROSUAL CONNECTOR PLATES RHE FORMED FROM I6. 18'. AND 20 GRGE,HOT-DIPPED' GALVANIZED "PRIME AUALI71 STEEL. :G-OQ " O •C $LIZ/8 RPPLT PLATES TO-EGTA FRCES OF THE TRUSS AT `EACH JOINT RUO 'P051T1GN IIS' FROM THE OUTSIDE EDGES OF THE R-50M 13C CNOROE. CENTERLINES DF PLATES SMALL COINCIDE NITH THE JOINT CENTERLINES. UNLESS OTHERN]SE NOTED. ALL TRUSS .JOINT5:SMALL BE TIGHT AND. ALL PLATES�fULL7£HBEDDEO•, THE TOP, CHORD 15,RSSUMED.::TD BE .LATERALLY -- - - - 'BRACED 3T THE FLOOR OR ROOF SHEATHIR6, 7HE'80770M CHORD 15 _ASSUMED 18 B£ LRTERALLI 2RACEO IF': A RIGID -• CEILING ARTERIAL 1S ATTACMED GIRELTL7• IN`07HER CASES. IHE'BUT704 CRORO IS 10 SE LATERALLT, BRACE2 AT i R INIERVRLS NOT. EXCEEDING.10'-0- O-C. TO DAMPEN RESIOURL VIBRATION. _'NHICH IS COMMON TO ALL, FRPNINO {�t�[ FF T ! �f' SYSTEM. AND TO PROVIDE FOR LOAD SHRRIHG'8E79EEN,TRUSSES. 2XS STRONGBRC3 BRIDGING 73' RECOMMENDED AT [ O 1 '. D"•L� i L% iI T 10 "-0- D.C. FOR ALL FLOOR SPANS OVER 12'-0' A.'TJ 15'-0' D.C. FOR 'ALT ROOF' 5PR*3 OYER I6'-G'. ALL • - - BRACING. TO RESIST 'LATERAL -FORCES -TS 73 SE-OESIGNED':31 OTHERS. FOR'.'A0017101IRL INFORRRTTON 'CONCERIIIND R U S W LL BRACING AND STRDHLEP.CK BRIDGING, REFER TO,. DESIGN-3PECIFICR71ONS FOR METAL PLATE CONNECTED. PARALLEL CHORD HOOD TRUSSES. PCT-80. ST THE TRUSS PLATE INSTITUTE. WHERE CONFUSION MAY EXIST:CONCERNIMO PROPER F7777771"FIELD ERECTION. CLEARLY RRRN INTERIOR BEARING LDCATIONS. CRU71LEVERS. AND THE CHORDS OF THE 7RUiE TO FILLS �T]C-2T�S-I6-SS-1i6t: RLFrrr SYSTEMSB�O�i7�. PREVENT IMPROPER INSTALLRTIONt 11 IS THE AESPONS1BiLIT7 OF OTHERS 70 RSCEATAIM'1NRT THE DESIGN LOADS TRUSSWt 37STER4 CIIRPORAi:ON p-:31OROOE [OHPAM" UTILIZED ON THIS" G "DRRNINMEET 13R EXCEED THE RCTDRLDEAD -LOADS IISPCSEO 97 SHE STRUCTURE AMD "THE LIVE " - - LOROS'IMPOSED BT::THE -LOCRL BUILDING CODE OR HISTORICAL., CLIMATIC-'RECORDS. LQttOFELLOR UmER I-16: ! T-tt1 . ....... ...... 11 w . tr Ch IWO