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HomeMy WebLinkAbout042-040-02411 _042-04-0-024•-----.-99-2069-BPEM; HAASE James_--;� '(new single f mily)--� 042-040-024 - ._22-2283 _ HAASE, JAMES C0 TR: ILL SQUIRES FIRE-SP/R�IN �v 0;42-040-024-------0-1-259-1 -- REYNOLDS, MICHAEL & UZ 773 CARPERS CT, CHIC i$01 CONT: DARELL PARSLE i PRI"DETACHED-GARAGE `- ol k 042-040-024 02-0591 REYNOLDS, MIKE 773 CARPERS Cr. CHICO CONT: HOLIDAY POOLS NEW POOL 042-040-024 02- 'UVALED REYNOLDS, MIKE j - 7-D 773 CARPERS CT, CH CONT: HOLIDAY POOL 042-040-024 02-3 REYNOLDS, MIKE INALED 773CARPERS CT., CHICO - 7hpv CONT: HOLIDAY POOLS ADD GAS LINE TO BP#02-059 r r 042-040-024` 02-3296 REYNOLDS, MIKE. - M CARPERS CT., CHICO CONT: HOLIDAY POOLS ADD GAS LINE TO BP##02-0599 5 1 t -C COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754]�� P,E$ r/_17(Rev.12/96) APPLICATION AND PERMIT/ ASSESSOR PARCEL NUMBER /?q^ r 0 fog / q t,/L//` YI /4!/ ZONING BUILDING PERMIT �)I//j OWNER A�' / �/V ��✓ �}/% �1��' L(/ TELEPHONE SO. FT. OCC. BUILDING VALUATION ,/ OWNER'S MAILING ADDRESS �... ,, 7- (/1/ cV 9S 7 3 l/ CONTRACTOR' E- r a n�Y s TELEPHONE �y' 7 CONTRACTO,}INO ADD ESS 741114,1Y ,e?L CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESs 723 0411 171,71f ( T `ea ( Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.90 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Am C1.(/C 7'& AW 41 T 0�1' zqt? Gas piping system 1 - 5 outlets 15.00 f t !1 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 500R LE S Main Service 2013. 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. ^ 5.,,� Lic. No. License Class �' C�'�,� / Q ' / / OWN WILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO t000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a.cC. sLnS. 3.5¢F: REOSINEW D. muLTI.OUTLET @7,50 POWER APPARATus ITN. SINGLE O1mFr CIS. OUTLET EX. OCCU OUTLET OR FIXTURES 20�',� FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. El I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensationinsurance carrier and policy number are: Carrier,<. 7`/�7�JE / 1+,y;1_ Policy Number - �!1�7�_ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) [II certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions; of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X y� Date © — Signatur of Applicant OwrVr, E'Contractor ❑ Agent An OS A permit is requir for exca ations over 5'0" deep and demolition or construction�� of sttuctur is over 3 stories in h�eig t. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE , TOTAL FEE $ G(J HAZ. r D. FEES IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Pesolutions to do work indicated above for which fees h 'e been paid. By ���/// n Date PERMIT EXPIRES ON t Date Recei tNo. p �a -S WHITE-D.D.S.-B.D. CANARY;SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 P (Rev. 12/96) APPLICATION AND PERMIT �Z �`? (00 ASSESSOR PARCEL NUMBER �D�({ i ZONING BUILDINGPERMIT OWNER' G- , TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNER'S MAIIII�GNAJADDRESS`�CL A y l//'_ C (/ (/TELEP COMRAC70R''[7O V/ 0� no���'U� ONE/ coNr 7 d NG ADD KY u� CG�IGr/ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 77 3 C1W FOY CT COO Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: y Gi�� /.(/ �D P67f *?/ % -"4,-Q,�' V / Gas piping system 1 - 5 outlets 15.00 (,66 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service zo p OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class �$� Lic. NO. ,�� f ry(' / }'/l� 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as. provided for by section 3700 of the Labor Code, for the 25 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 nsurance carrier and policy number are: Carrier 5 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date o� ® Signa of Applicant Ow Contractor ❑ Agent An,40A permit is re d for a ations over 5'0" deep and demolition or construction of ructures over 3 stories in t. Main Service TO 46. 00 WEU200A CCU000A NEW CONST. DWEJlING OCCUP. OR AD oNsr. ( B�Ef so 3.5aS0. FT. MULACC. roN REBID, @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ I. 0 Ex. Occup. oFlx� E°� R. ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ GU HA2. D. FEES IMP FLOOD COF PARCEL PO HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated ve for which fees l Z,_ By PERMIT EXPIRES ON tate the applicable provisions esolutions to do work a been paid. Date ; U Receipt No.0 .� WHITE-D.D.S.-B.D. CANARV- S SS0R PINK -INSPECTOR GOLDENROD -APPLICANT NOTES W RESIDENTIAL '= �c -Gay �a 65 '. ld s, t'' t ALL 3 Ccu-p-c.. CT- CLili�t C L-ef-3 PCO a SPECIAL CONDITIONS CHECKED BY -SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS. VERIFY USE PERMIT CONDITIONS, SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ping Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s • 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 10AElec.; 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. umb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1- ping Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s cks-Easements 'X, Compaction -Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. ec.; Enclosures; Conduit Entries -Terminals -Listed 10AElec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. oxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. umb.; Cir. Test -Water Supply Test P1 Light Niche Date 2 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 5 g �jur�eos 4fa � S�i� ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Readv Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Spacial Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anct..ors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / ; ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates r 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rtlr. Ties-Purlin-Roll Brac.-Truss -Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive ] Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Root, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OY OS OWNER PERMITNO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date 4-42 _ &Z Inspector / REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIONOa-0,542. 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-040-024 ZONING /+ BUILDING PERMIT OWNER REYNOLDS MIKE TELEPHONE S(�(0�.��FT. OCC. BUILDING VALUATION CONT: 27 000. 00 . OWNERS MAILING ADDRESS 773 CARPERS Cr. CHICO CA 95973 CONTRACTOR'S NAME HOLIDAY POOLS TELEPHONE 894-1467 CONTRACTORS MAIUNG ADDRESS 2990 JW 32 STE.# 300 CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is 27 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $23.00 BUILDINGADDRESS 773 CAREERS Cr. CHICO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ 314.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um 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: NEW POOL MASTER 501-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'DDA 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 Ain full force and effect. s� t� License Class IC �-5 3 Al/� Lic. No. % p / OWNER -BUILDER DECLARATIO 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number *7 —O 06ycCy (The above sections need not be competed if th& 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. I X f Date Signat - of Applicant - Owne Contractor ❑ Agent An S permit is requi for exc tions over 5'0" deep and demolition or construction of ctures over 3 st r' in Main Service zooA To +000A 46.00 NEW CONST. DW EWNG OCCUP. s0 OR ADDNS. ( a ACC. S.3.5¢Fr: NON-R°SIID. NST.CIRCUITS OUTLET , @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. .00 Ex. OCCU . OUTLET OR FIXTURESBAL @ 20 @+.50 Ex. Occup. DUTY p D,LINS °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 414.50 -11 HAZ. D. FEES IM FLO CDF ARC pp ISSU This permit is hereby issued under of the Butte County Code and/or indicated above r whic fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date l4 lx /lQ � pets ReceiptNo.$ ffi WHITE-D.D.S.-B. D. CANAR NT -ASSESSOR PINK -INSPECTOR GOLDEN TO: Building Department FROM: Environmental Health ;ss SUBJECT: Sanitation Clearance E.A a USE ONLY Slot Pian aatechod_ya..s low Pian Amchad /► Sent to G.0., ;;/C J /1 , IA // /2e 773 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for Wig. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 3-,14 6 z Date 1 {7da3;�• i�''�rf�k,r:trr'�'^ „ya,.�..�.. ,:f i M y `�.�' '!i a, •..v1.: '-. ?�w�r- � (*,4+�w:ps"fw'�'X.al'} ARL -05915 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISQN.I� _,_^w 7 County Center Drive; Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 04 d^' ASSESSOR PARCEL NUMBER d °� ^ Q y� r 61 c e/ Proposed Building Use: 1\ J-�J �� Counter Technician: ` V Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ` ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D)Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these mustbe stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .............. :................. ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings .................................................. ?:..... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... 'r ❑ 12. Hazardous Material Form............................................................................... f; O 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... O 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking:'-`'' (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............... :................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... O 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... O 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been in Applicant: �'� v� 1. Index perm pplication fo e 2. Additibzn items require Contractor, designeF. owner, as ad Contractor, designer; owner, was ad Plans reviewed by: Structural reviewed by: Note transfer by: 7irements for obtaining a building permit. Date: C r numbered: of the above data by of the above data by _Date: Date. Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ co un er, Date: _ Plans approved by: Date: _Structural approved by: Date: Yellow: Building Division M 6j 4. Pr,opoted 3 Brd veeom" i Nouse 1, 4- ,,9cve5 + pwposcd 9 new wed + 33 o' New /each -Pi e% xLAU . w -}= E,st� by �- Fx �sfh9 WL/I We- AL eALL 8, MVT' M AND EQUIPMENT INCWW OVERHANGS SHALL BE CLEAR OF ALL EASEMEN rS. A SET HACK OF FT. FROM THE SIDE ND S FT. FROM T _ HEAR PROPERTY LINES AND d FT. FROM THE:ROAD CENTERLINE SHALL BE O CLEAR OF STRUCTU ZIES AND EQUIPMENT EXCEPT M FOR A 2 FT. SAVE OV ff*iANG- *ALDft A OS--/ 2790 A la m o MPAr. OpRoWr.,- , zliz -- ZZ-9 '�S:) EF- /A 9�-6" 501 - �i ��► A. P, #- o4-z—o4o —oo l SccilL— /"= 40/ NOTES RESIDENT AL .'-042-040-024 01-2591 V PERMIT Ni REYNOLDS, MICHAEL & LUZ 773 CARPERS CT, CHICO CONT: DARELL PARSLEY PRI DETACHED GARAGE I ver G � v SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. ' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN Sign E J �e i r 1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. ' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN Sign - .. .. � _ -, .. ..-n..r.-.,-.�.,a.,..,+1......�.,-��[--.Y..7�'.W...Kq.,FR-...T .-'^ .-.--�.•--y,..,....d.P>.•-n.,�.....t•6-�'4 M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ti .r 7 County Center'Drive • Oroville, California 95965 * Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSORpQB.CEL,N.VMBEs_©24 ZO�j"1° j BUILDING PERMIT OWNER MMIi/6��4AEL'�& LUZ REYNOLDS l/17��Gre�L<G�d+�ti'TL W TELEPHONE SO. FT. OCC. BUILDING VALUATION �1yMl�bgfiL'1GW ER .OWNERS IM7J � CTO CHICO 95973 �Xi 1 43 ,200900 �: I��y CONTRACTQi1'S TNQM rAiW�Ii:�s �Jo�RiJj��j�,�I"M�ir 1���''�t� p T M 304 . CONTRACT MUTT RD* CHICO 95973 CONSTRUCTION LENDER h LENDER'S MAILING ADDRESS Fireplace Total Valuation $ /,,A_?C. ARCHITECT Af ii-W►Ya/ BIRGE j( jb`iND1,tj 1 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 375,50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 944. 05 BUILDING AQyQ� Ciu�i ERS CTO CHICO JJ �' �/ Ener Plan Checking Fee Energy g $ ' PERMIT FEE S l-,qq Sr, LOT NO. '' SUBDIV610NS4AME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRT ID TAf'. R11 GARAGE SPECIFY Each Trap 1 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 ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE : ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 19 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licen IS in i force and effect. _ License Class Lic. No. ; l� ` OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1a exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 , NEW CONST. DWELLING ffUP. ADDNS. ( &ACC. so 3.5QFT: 0y, NOR EW CONST. S. NON REos'w 97.50 PSO ER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20O 160 BAL O .50 Ex. Occup.oF"L, R D.o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ M • 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' compe sation insurance Barrier and policy number are: Carriers, M^ ft.i,,_ G """' " Policy Number , L L —224'a'-2-4 i (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ` I = 131 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply NithRthose provisions. r + j XDate 7 1 L ( _ J_Si�gnature of Applicant - ❑ Own'r ❑ Contractor ❑Agent ,`�__� An OSHA permit is required for excavations over 5'0" deep•and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT FiGng'ree' 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee . $ occ U CONST. TYPE VIS TOTAL FEE $ 743, 55 HA2D .. FEES IMP _ I FLOOD X DF X PARCEL X 1,PD X HO X ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By 7 �'*vU PERMIT EXPIRES ON to/_3 the applicable provisions Resolutions to do work been paid. )/fir / Date 1 16 1/02, Q I '(Date) ' Receipt No. ��dbxl� '�� I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1= OK " 0- Not OK S, CARPORTS GARAGES (Plans) OK except #'s = Not Applicable MOBILE HOMES = Not Ready 6. 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 s ' 4. Water; Location -Test -Easement Needed (Sketch) S, CARPORTS GARAGES (Plans) OK except #'s 5. Electricity; Location-Clearances-Grrd-/ /Amp -Concrete j4. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Discorinect 7. 8. Utility Clearance rnjr.; Sill's-Anchors-Studs-Rftrs-Trusses s ( 8/Sid' g; Nailing- Veneer- Stucco- Mesh 1 oaf; Shthg-Roofing 11. .; Steps -Doors -Landings Date i Wall Panels Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements -Setbacks -Easements Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 2. Footings; Size -Spacing -Marriage Line Health Department Approval 3. Gas; MH Test -Demand -Valve -Connector Plumb.; Cir. Test -Water Supply Test 4. Electricity; MH Test -Crossovers -Breakers -Clearances Light Niche 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD .Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s ' MISCELLANEOUS Date , COV S, CARPORTS GARAGES (Plans) OK except #'s 3. ning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails j4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. ric Soils; Compaction -Structure Stability rnjr.; Sill's-Anchors-Studs-Rftrs-Trusses s ( 8/Sid' g; Nailing- Veneer- Stucco- Mesh 1 oaf; Shthg-Roofing 11. .; Steps -Doors -Landings 11.127-61 1 -Braced i Wall Panels } Date r Card B-1 Date Card B-1 +Date /� a��e f Card B- Date Card B-1 Date FINAL ( ans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability sl. 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4, Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval « 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instid./Drive D Yes ] NoMalks 0 Yes J No/Planters Q Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: j COUNTY OF BUTTE, .... , . .. ~49 -.� '._ w . . • , :BUILDING DIVISION ;'5K DEPARTMENT OF DEVELOPMENT SERVICES :41 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 W CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, '11a ... COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER -on, PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately._ Date L " 'z Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION '=v DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 y.. 7 County Center Drive • Oroville, CA a (530) 538-7541 ' CORRECTION NOTICE ty ;; { µ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the. above address and should be corrected. Please notice this office when correction of work is <j completed. If you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. +z Date REV 10/92 „„ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE '0110S i O/, OWNER i PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist•at the above address and should be corrected. Please notice this office when correction of work is` - completed. If you have any questions pertaining to this matter, or need additional explanation, ple a contact this office immediately. L �-, G-�.rhr�-tic. /2—Z V 1 REV 10192 v.. �5 COUNTY OF BUTTE `. rµ ` ► . — BUILDING DIVISIOW—j, &- DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA ! (530) 538-7541 f CORRECTION NOTICE y OWNER PERMIT NO. ` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. yag-f s oG �. € ffAc Ic ShtC- < 2 cUA44 <.. AS Avo o<� r'o .4�' �,✓ 2, s is k '• REV 10/92 T k '• REV 10/92 0 COUNTY OF BUTTE - DEPARTMENT OF.DEVI.(OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0 1- 025 9 / ASSESSOR M YMU_024 �TRII 1 BUILDINGPERMIT OWNER MICHAEL & LUZ REYNOLDS TELEPHONE SO. FT. OCC. BUILDING VALUATION 9400 11 43,900 00 OW"E's k76M` WWERS CT, CHICO 95973 p0M`40T'% LL PARSLEY T M!L'0308 CONTRACT0810NISL'BI1VL'TT RD, CHICO 95973 CONSTRUCTION, LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITEcrK RORD BIRGE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ -175.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $944-05 BUILDING ADpF Ss 7 7 3 CARPERS CT, CHICO Ener Plan Checking Fee Energy 9 $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI TYRTAC HF.T) (,AR AGF. SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Ublifies ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 0V OR LE S Main Service T00AORLESS 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 1 force and effect. ( _ License Class Lic. No. \f7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TOGA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( y ACC. BLDS_ SO 3.SQF,:84.00 pIp=RESIDT MULTI.OVTLET @7,50 POWER APPARATUS SINGLE OVILET CIR. Ex. Occup. OUTLET OR FDCTUREs 20 @ 1.00 B,L o .so Ex. Occup.. our>Frs A DOE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp tion insurance Trier and olicy number are: Carrier Policy Number (The above sections need not be complete 'rf the p rmit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, Ishall forthwith comply Nose provisions. X Daterz-► v / _ gnature of Applicant - ❑ Own Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT F Ing ee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNST. TYPE TOTAL FEE $ 3, VN 55 HAZ. D. FEES IMP FLOOD X CDF X PARCEL i( PD X HD X. ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate ll (J PERMIT EXPIRES ON i� 3 2 Daf ReceiptNo. 336626/$743.55 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVE_OPMEN7 SERVICES -BUILDING DIVISION 7 County Center Drive a Oroville, C:aliforliia 95965 a Telephone (530) 538-7541 PERMIT NO. (Rev.12/9fl � APPLICATION AND PERMIT - 0^� 5 q ) ASSESSOR PARCEL NUMaER zoNNo BUILDING PERMIT OWNER TELAPNON! ( SO. FT. OCC. BUILDING VALUATION owNEAs MAILING ADDRESS n .� LENDER'S MAIUNG ADDRESS Fireplace Total Valuation S ARCHITECT OR ENOINEEA LICENSE NO. Filing Fee b 20.00 AACNrtECT OR ENOWEEAs MARINO AbDRESS I eu2.DINo ADDRESS Permit Fee Plan Checkin Fee b Energy Plan Checking Fee b � b PERMIT FEE i iagFee LOT No. sUoDIVLSIONRNAME PARCEL MAP PLUMBING PERMIT 20.00 USEOFSTRUCTURE • SF O Duplex O Mobilehome ❑ Other sPEc Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK New A, Addition ❑ Remodel ❑ Ulihas ❑ Installation O Other ❑ Describe Work: Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE _ t ELECTRICAL PERMIT Fling Fee 20.00 ° Main Service 2ooA OR LESS 23.00 f ! 1PERMIT • *PERMIT FEE PAID � SRA Main Service 200A TO IOOOA 46.00 NEW CONST, OR ADDNS. D a ACC. SMS. 3.52FT. NMULTFOUTLET Cofi NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIA. Ex. Occup. OUTItT OR FIXTURES 20 ® 1.00 aAL .SO Ex. OCCU OUTLETSMED �ESIO oFA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FEE f M ECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 SHERIFF Ventilation OTHER PERMIT FEI t Mobile Home Installation Fee b Energy Inspection Fee $ { c ;—& Elm= L FEE $ 6SU AJIIIOVNT RECEIVED S- `f 3 jS This permit is hereby Issued and , the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NVINBE�t " TO 0E PVT INTO COJM vM By Date PERMIT EXPIRES ON ro TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance • E.H. USE ONLY Wom..Artachad C Floov Plan Attachad /E]—/ Santto 8.0.'or `773 Cc r.vs Gfz -O }D— oz Owner Location AP# Plan Approved for: Sewage Disposal >e Water Supply: Public Private Well Clearance for Wig. Other .5� �,o w/c �JO/0/1-7 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 6/96 Date "�"�`'a'�''s+'v'st��au�'���rT-•.,.:r,�nT�vnr'WnpF'�r'�,'T,y''+1v`int;;,iii.+.�`���'��..�.:-��e..+t yy COUNTY OF BUTTE -DEPARTMENT OF'DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: lU ASSESSOR PARC ER: -- �� Proposed Building Ust: 0 Building Inspector. ate: At time of permit applic tion, I was a ' ed a following data must be submitted prior to permit prhcessi69 a6d/or issuance: Date Received By ❑ 1. All items have been submitted ------------------------------------ =------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. --------------------- ----------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specification's .-----------------= ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Flood elevation certificate. ----------= ----------------------------------------- ---------------------------------- anitation and plot plan approval\lLQHeaIth Department. ------------------------------------------- 0 15. ity of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: . (0}<% (B) Parking: -------------------------- 10-1 t;- O 1 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage�,egal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑ 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ i 2. Workers' Compensation catr4e=aad policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired -permits. --------------------. 01❑433 A; ❑Grant eed, ❑ M.H. Title, ❑Check t. H.C. $ 0. Other: i t? (� eSS01 b When you issue theermit, p ocess follows 11 Mail o owner, 1 Telephone S—Ow and hold for pickup at to %0• office. ❑ DelivF with inspector. �( C� 3 -) f5 c� `Co Applicant: Date: / d 2 4 Copy of Haz-Mat form sent ,_Walth Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: i _ BV: 1. Index permit application for the above items numbered: ❑ Plan Check ;list 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, Ymail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bailding ivi ion counter, by DKll� t: Plans reviewed by: Date: Plans approved by: _�� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by. �Date: t 6, v I M V4 v I %,"L -Nqo, r 11 V4 t 6, v I M V4 v I %,"L -Nqo, r 11 ii 41 t 6, v I M V4 v I %,"L -Nqo, r COUNTY OF BUTTE-'DEPARI"MENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: Ou--0L 0--aD_ ONE: 502 1 BUILDING PMT. # . 0/-as9 / OWNER: PHONE: nG�j MAIL ADDRESS: 777'r &P✓ P & U7 C 1_t I Gy SITE ADDRESS: PROPOSED USE: V17hie i PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: ✓ 3. Will items produced in this building be offered for sale? Yes: No: • 4. Will the public have access to this building? Yes: No: !✓ 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? ' Yes: No: 1/ 7. Will this building be occupied at any time as an eating area? Yes: No: 1/ 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes; . No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ✓ 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: s 14. Will this building have insulated floor, walls, or ceiling? Yes: No: ' t' 15 Will this, building be heated or cooled? Yes: No: 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? G Yes. No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? ADDITIONAL INFORMATION: I hearby affirm under erjuryy the above infromation ist e and correct. I understand that any changes to the use, or character of use, of this building will require permits m the rmi ing authority. I understa Real Estate Disclosure laws require disclosure of this information if or when offered for sale. D� 1 Z-ol OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: OWNER'S SIGNATURE DATE DATE: �1 ARCHITECTURE ENGINEERING ENERGY PLANNING I I � AAymOAD L. DIRGE G ASSOCIATES -01 _ - 10E q P.O. Box 643 Shingletown, California 96088 (530) 474-1245 �1 ARCHITECTURE ENGINEERING ENERGY PLANNING RAyf110f1G L`. BIRGE`� RSSOCIRTES ; P.O. Box 643 Shingletown, California 96088 (530) 474-1245 0 ARCHITECTURE ENGINEERING ENERGY PLANNING rJU R L Birge architect Fax 916-474-1245 Apr 04 193 10:02 I A RAymO D L. DIRGE C ASSOCIATE: P.O. Box 643 Shingletown, California 96088 (530) 4741245 40 5 :�=,� +�n�Ds�:..SFtop.P�1�•. ,. Gur co ARCHITECTURE ENGINEERING ENERGY PLANNING ■ Quality Truss Design . ■ Roof & Floor Systems' (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer:, aNce\ pas'G\e.�i Address: C- G-r-gz S AN: + 4 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 [i LONGFELLOW LuMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 ME 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. (REYN1008-PARSLEY DARREL / REYNOLDS - Al COM - TOP CHORD 2x4 OF -L #1&Bet. :T2, T3 2x4 DF -L #1: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS nwr PRFPARFn FROM rnMDIITNO 19011T n AAnc o n.v--ue. LIN LICyr ')IKUt.ILIKAL YANtL� UK KLG1U CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. F'^ 10 PSF BC LIVE LOAD PER UBC. I - . o , co LS7 0 O W2.5X4 5� W5X6 = W3X6 I w C> w IV3x1U(A1) = W[.5A4= -'-"- c7 w W2.5X4 = W3X1O(A1) 2-0-0, 1-2-0-0- 7-4-11 2-0-0-7-4-11 I 6-3-11 6-3-11 6-3-11 6-3-11 7-4-I1 10-6-8 1 9-5-8 9-5-8 10-6-8 L. 20-0-0 I 20-0-0 j` 40-0-0 Over 2 Supports R=1600 W=5.5" R=1600 W=5.5" 5-3-14 .d. cc:) PLT TYP. Wave TPI --5\R Design Criteria: TPI STD UBC CA - 1 - F Scale =.1875" Ft. Longfellow Lumber "WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING, IMSTALLIRG AND 89 LoYeILAvenue, Chico CA 95928 BRACING. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R4.27--63142 C=) INSTITUTE, S83 D'ONOFRIO OR., SUITE 200, MADISON, WI S3719). FOR SAFETY PRACTICES PRIOR TO ��� W O PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 10/08/01 N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (J "IMPORTANT` FURHISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D R W CAUSR427 01281017 N PRODUCTS, INC. SHALL NOT BE RE SPON SIDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, 1111ALLING AGO N . 0 DR A[ING OF TRUSSES. USSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (U ATIONAL DESIGN BC LL 0.0 PSF CA -ENG GIJH/GIJH H SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSDCIATIOM) AND TPI. ALP TIIE V CONOECTORS ARE MAGE OF 20GA ASTM A653 GR40 QALY. STEEL, EXCEPT AS NOTED. )APPLY CONNECTORS TO * * TOT LD. 37.0 PSF SEON - 35830 O EACH FACE OF TRUSS, AND UNLESS Oi KERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAW(IIGS IBD A-1. THE SERI OB THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AlpineEnginecrcdProducls,Inc. RESPONSIBILITY SOLEIY FOR TME TRUSS COMPOIIFNI DESIGN SHOWN. THE SUITABILIIY AIID USE OF THIS �4 CIVIC p DUR.FAC. 1.25 FROM KD SaLTmnento,C A 95829 COMPONENT FOR ANY PARTICULAR BUILDING IS TIIE RESPONSIBILITY OF TME BUILDING OESIGHER, PER CAfJF SPACING 24.0 AIIS1/TPI 1-1995 SECTION 2. CIF " This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° His the responsibility of the installer(builder, building contractor, licensed contractor, erectororerection contractor) propertyreceive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. ,M44 0 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. 4f 'TRUSSISTORAGE- CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed to a stable horizontal position. JA WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 Over 42' - 54' 1 3112 1 6'i Over 54' 1 See a registered professional e DF - Dcuglas Fir -La -ch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chcrds that are laterally braced can buckle • bgether and cause collapse, ifthere is no diago- r.albracing. Diagonal bracing should be nailed b the underside of the top chord when purlins e re attached to the topaate of the top chord. PLUMB 17 12 I 10 6 4.2' 6 4 1/4" \ineer � j 24" 1 2" 2, 36" 3/4" 3' Q ?4•Ci/pss ; 'i X45° 12 —j3or e greater B• i re� t All lateral braces lapped at least 2 trusses. a Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D..... D/50 D(ft) I 14" 4.2' 12" 1/4" 1.' j 24" 1 2" 2, 36" 3/4" 3' 48" 1" 4, 60" 1-1/4" 5' Length L(in) 1 .................. T ±+/4" L(in) 1 0200 L(ft) I 14" 4.2' 100" i 8.3' 72" 1-1/2" 6' 3/4" i i 84" 1-3/4" 7' 96" 2" 8' Truss I 108" 2" 9' Depth D(in) I i Lesser of D/50 or 2" Ma)dmum Plumb Misplacement Line OUT -O= -PLUMB INSTALLATION TOLERANCES. Length L(in) 1 .................. T ±+/4" L(in) 1 0200 L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Lesser of L/200 or 2" L(In) ...........:::::::::: _::::::l::::::::::::::::::... Lesser of L/200 or 2" L(in) U200 ;,..( 20D" 1" 116.71 250" 300" OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essgntial fo stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse inhere is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. % a450 End diagonals are essential for / stability and must be duplicated on --// both ends of the truss system. • Frame 5 30" or greater Continuous Top Chord Lateral Brace Required T 10' or Greater Attachment Required - 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHARD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING; SPAN IJEPTH SPACING(LBs) #trusses ... .... . Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 1 4 Over 48' - 60' 48" 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essgntial fo stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse inhere is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. % a450 End diagonals are essential for / stability and must be duplicated on --// both ends of the truss system. • Frame 5 30" or greater Continuous Top Chord Lateral Brace Required T 10' or Greater Attachment Required - 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 1AWARNING: Do not attach cables, chains, or hooks to the web members. Puss spans less than 3C'. nLit d h Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to � Approximately '/z to +h truss length 'Less than or equal to 6J WARNING: Do not lift singletrusses with spans DEA greater than 30' by the peak. Lifting devices s ould be connected to Approximately truss are securely fastened and tempo- the truss top chord with a closed-loop Strongback/ rary bracing is installed. attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar MECHI nor less / ess or l Line Tag I.NSTAL Line set in proper position per the building Tag Approximately I Approximately Tag Line %truss length V. truss length Line Puss spans less than 3C'. nLit d h Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to � Approximately '/z to +h truss length 'Less than or equal to 6J WARNING: Do not lift singletrusses with spans DEA greater than 30' by the peak. 10 � the lifting device until the ends of the Lifting devices s ould be connected to Approximately truss are securely fastened and tempo- the truss top chord with a closed-loop Strongback/ rary bracing is installed. attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar To In etc. of sufficient strength to carry the Line Tag weight of the truss. Each truss should be Line set in proper position per the building — designer's framing plan and held with 10 � the lifting device until the ends of the F Approximately truss are securely fastened and tempo- trusses with similar configurations. Consult a registered professional engineer if 9 different braking arrangement is desired. The engineer may design bracing in accordance with TPI's 'n to?', truss length rary bracing is installed. Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Greater than 60' Tag Trusses, DSB-89, and in some cases determine that a wider spacing -s possible. Line Tag Line St•ongback/ SpreaderBar 10' 10' r 0 -Toe In At or above mid -height 771", I approximately ,I Milo : truss length Tag Tag Line Line Grea er than 60' End Wall kle'Plan�• Ground race CAUTION: Ground bracing required for all installations. Frame 2 CAUTION: Tempora -y bracing shown in this summary sheet is adequate for the lnstallation of trusses with similar configurations. Consult a registered professional engineer if 9 different braking arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing -s possible. End Wall kle'Plan�• Ground race CAUTION: Ground bracing required for all installations. Frame 2 ,sus a�oe Top chords test are laterally braced can buckle togetherand rause collapse if there is no diago- nal bracing. Nagonal bracing should be nailed to the undera Ids of the top chord when purlins are attached to the topside of the top chord. I Over 32' - 48' 1 4/12 1 6' 1 10 1 7 1 Over 48'-66' 4/12 1 5' 1 6 1 4- 1 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater Attachment Required �ess A WARNING: Failure to follow these recommendations could result In I severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Conti itious Top Chord Lateral Brace All lateral braces ,e Requ'red lapped at least 2 1C" or Greater , trusses. AttachmentRequired - FraMe 3 4 e. Top chords that are laterally braced ca n buckle togetherand causecollapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. i TOP CHORD MLNIMUM TOP CHORD CE PITCH LATERAL ATMAL BRACE SPACING ozz :S.N . DIFFERENCE NG RFER NCE. ..P......A.. C.. . ........ .... .... ... ...... .......... ....... . ...... .... .. . ... ...... . .. .. ...... . . ... . ...... ....... . .... HE Up to 28' 2.5 1 7' 17 12 Over 28' -42' 3.0 6' 9 6 Over 42' -60' 1 3.0 5' 1 - - Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Conti itious Top Chord Lateral Brace All lateral braces ,e Requ'red lapped at least 2 1C" or Greater , trusses. AttachmentRequired - FraMe 3 4 e. Top chords that are laterally braced ca n buckle togetherand causecollapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir `� ---- All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in n Cross bracing repeated at each end of the building and at 20' Intervals.. Frame 4 i. '; BOTTOM CHORD :' BOTTOM CHORb DIAGONAL BRACE: MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB [#`trusses]NN Up to 32' 4/12 15' 20 1 15 Over 32'- 48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professicnal engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir `� ---- All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in n Cross bracing repeated at each end of the building and at 20' Intervals.. Frame 4 i. fG� Q' SS e` , t NOTES RESIDENTIAL 042-04-0-024 99-2069 BPEM PERMIT NO.: HAASE, James 2 Wt r (new single family) c 9/ SPECIAL CONDITIONS CHECKED BY SRA OD CERTIFICATE REO.. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS -. SUB -STANDARD HOUSING LETTER OFFICE COPX• Address GAS Meter gy j ELECTRIC Date�_y� fMeter gy Date JOB FINALED (Date) Signature /-OK 6 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements i. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'R. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance- - Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date w Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels w Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability y 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .� = OK 0 = Not OK = Not Applicable =Not Ready NcFe� RESIDENTIAL (; Date IjIngpirfloor (Plans) OK except #'s ing-Setbacks- Ease ments-Flood-Slope Ft .,, Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ft Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. 6a. Stem IIs, Garage; Steel-Blockouts-Wrapped Downs and Special Anchors Slab, Steel -Wrapped 8. Piers-Fireplac Ftp -Ste! 9. D.W.V.; FbIforFitd4g-T -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies t 15. Access & Ventilation 16. Insulation Date Card B-1 " Date 11 2Q 11Fq Card B-1 B Date 99 Card B-1 A,3 Date Card B-1 Date PLUMBING (Pennitl OK excent #'s 1 r Pipe; Test & Anchor -Nail Protection KXW.V.; Test Fittings & Anchor -Nail Protection ZVK Shower Pan; Test, First Floor -Tub Access 21. Te; ,Tub & Shower, Second Floor -Tub Access Sixe & Anchors Date Card B-1 42jif Date Card B-1 Date v " Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fix & Transformer Clearance -Ins. Protection Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Xe-Rornex Installed Close to Edge of Studs & C.J. . Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI d Wire Size / / ga. Cu or4A.C. Wire Size / f0 / ga u r AI Range Circle / / g or AI -Oven Circ. / / ga Cu or At I ated Neutral Qf Yes O No 64"service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light Ve"Smoke Detector Date 'il �, a p Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date WidHANICAL (Permit) OK except #'s 35*.'A.C. Ducts Insulation & Support nt Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 3q/FWace-Vent Access -Comb. Air -Return Air Vent I^ outlet if Furnace in Attic Date 1—/ x00 Card B-1 Date Card B-1 Date 5L,,2 ,&& Card B-1 Date Card B-1 Date—.FROM ING (Permit) OK except #'s S' ropr Materials & Anchors OLNalls Studs -Nailing Spacing & Braces -Plates -Sound d�Bearireg-Wells over Girders & Floor Nailing 43. Dr top in Walls (rat proof) Fir ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing tingle & Duplex) " Date FRAMING (Continued) ars-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. s or Type A Flue -Fireplace Throat Clearance . Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions XF51. Garage Fire Protection Framing wall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ng -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 5 ��tucSswesh-Drip Screed -Fd. Vents-Underflr. Access ysrc,iazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nadim-Bolts W-87` vv <IY 60. brace Tnteriof xterior Wall Panels 6P. In lation- s -Ceilings Infiltration -Walls -Windows Date If 1_1 I U V Card B-1 Yf Date Z Card B-1 Date!gg Cayd By1 Date t Card B-1 Date FINAL (Plans) OK except #'s JA. S e Detector Fu/rpadce Vents -clearance -Comb, Air-Connector- }ff Garage; Above Floor -Ducts -Mach. Protection 97. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels ails place or Stove, Clearance -Hearth 1. lec. Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 6e Fire Door; Duct in Gara4 r76.Wt' tr.; Vents -Clearance -Comb. Air Connector-P.R.V. C Garage; Above Floor-Mech. Protection ib., Elec. & Mech. Equip. Listed for Location W'Pec. Receptacles in Garage (F.F.I.)-Romex Protection . nsulation-Foam-Looked in Attic .OdAuard Rails & Deck Construction -Post Caps V. Fdn. VBents & Cravtl Hole Door Drainage & Wood -Earth Clearance LooW under loor ❑ Yes . Following In ./Drives'j6s Q No/Walks ' es ❑ No/Planters O Yes AilNo 83. $5,4enXAbove Roof, Plbg-Appliance-Fireplace-Clearance to Openings JIM. Kater Well, Disconnect, Electrical, Plumbing RIf gx" erior Elec. Trim, G.F.I. Receptacle -Underground 18 . ntilation Throughout House from Previous 6/ 2.; 5 E8.91. ,Gas5Est-Meters Tagged, Gas -Electric g. �Wter,A Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 99f Address Poste ' Date /,O rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541, CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please cy(ntact this office immediately. 1� I/ -5� 14Gf J lh/-ow ., �• o Q 7� i7GSi��✓ S 14 - Date Date / REV 10h Inspector r�. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date In ,r REV//92 T3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES { 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE C? � �.' OWNER PERMIT NO. y A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 / 7,-1, S 1`'cd /! L; � �. IN L. ;- .o fns/ a)'00- -3) %//- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /74, 5-1 e-- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. p' i�TC b 're /atm Ad 40 i✓r Seo �u �, d v t r I Date Inspector REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. fl /A.. • � �Jl 6u � i O /�� ct i � dL/�� Inspector •.�'�T�_iT" •Ejfy7EE .r"E'srll-j'`_ �F�L'�a+�i-s.✓Y7.T�3'.y.i;,rr`x :°4.^/'i�"+ti-` i�w`J ..�Ly"SriSi.•4 7L7..Y�:T�`�.•�1. COUNTY OF BUTTE BUILDING DIVISION rig DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751r 7 County Center Drive • Oroville, CA • (530) 538=7541 = s CORRECTION NOTICE - �a #0-- fse- �/ 9-2y 4 OWNER PERMIT NO. _ A routine inspection indicates that the following violations of butte county Ordinances exist at the 5 above address and should be corrected. Please notice this office when correction of work is n completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Alt e7pr1I/a e -e �b0/r /' 0✓ m r COUNTY OF BUTTE BUILDING DIVISION DEPARTMPENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Z-Ae'd s -d-- - 99-- ;2v1 S OWNER IPERMIT NO. A routine inspection indicates that the following violations of butte county,Ordinances exist at the above address and should be corrected. Please notice this office when correction of' work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contac,fftfs office immediately. t.CY1�/ /0 v d,3iw4 �DbO 7i�IfwiJi�/ism/ 5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7.Xounty Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - v70z PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ![J /i% f /,P" /.qui I O! 54, V G19e--.- Lee G)ztdtij "ele`e.1 S/2 -4//10a Date 07 Z 19 C2 Inspector REV 4192 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 'Carpers Court Chico Number and StreetCity County Subdivision Lot_Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type_Eib�raYlass Batts Thickness (inches) 13" Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 b. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5"/6.5" 4. RAISED'FLOOR Material Fiberglass Batts Thickness (inches 5. SLAB FLOOR / PERIMETER Material _ Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Brand Name Johns Manville Thermal Resistance (R -Value) R13/R19 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Material Brand Name Thickness (inches) I Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150C�Aln -,00 LOERKE INSULATION CO., INC. Item #s ture, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item # i nature . Date f©� I'"" nstaln�� co c r 9 �(�. ame Or General Contractor (Co. Name) Or Owner Item #s Signature, Date, Installing Subcont � ctor_ (Co. N ame) Or General Contractor Co. Name Or owner a a COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center'Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N 6 -ja4l (Rev. 12/96) - - APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-04-0-024 ZONING BUILDING PERMIT OWNER JAMES HAASE TELEPHONE 343--6449 SO. FT. OCC. BUILDING VALUATION 2192 R3 118 368.00 .OWNERS MAILING ADDRESS AVENUE,1021 HENSHAW 862.5 U 15 525.00 CONTRACTOR'S NAME OWNER TELEPHONE L C7 208 C 2 704.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAIUNG ADDRESS Total valuation $ 136 597.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 769.00 ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ 499.85 BUILDINGADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $1.311.85 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00• USEOFSTRUCTURE X SF 4 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap ill 7.00 77.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.0030.00 TYPE OF WORK New ❑XAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: -3 Br5DP1(X 4 Gas piping system 1 - 5 outlets 1 15.00 15-00 Building sewer 15.00 Mobile Home I S I G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License CLIC. No. p b�- OWNUILDER DECLARATION ER-B 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. 14 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 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 $-� q Ign re o Applicant- ❑ wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR s0 lUtD. 9U OR ADDNS. ( & ACC. BLDS. 3.50FT; NOµgES D ONST.MULTI-O RCETUITS @7,50 SINGLER AOUTLET CR. 6lass 1 .00 EX. Occup. OUTLET OR FIXTURES SAL @ .w Ex. Occup. °UTE�°TSA aal0.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 149.90 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating F5.00 -25.00 Cooling .00 2 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEt $ 90.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3/U CONST. TYPE VN OT L FEE $1, 769.75 :Z. ,_ . FE IMP FLOOD CDF PARC PD H ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Datel� PERMIT EXPIRES ON 2 to Receipt No.R6q9,0_J1J6AV _J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP CT R GO DENROD-APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 4: ounty Center'Drive • Oroville, California 95965 • Telephone (530) 538.7541 � _ PE �INO. (Rev. 12196) APPLICATION AND PERMIT As8E88011PMCUNUMM or loin WNING �i4—I BUILDING PERMIT OW"ERU2-� NE TE �� SO. FT. OCC. BUILDING VALUATION 3 , d OWN01In , Ci59''3 .5 U a CONTMCTO 8 NAI,! TlLIPIgN! o CONTRACTMI WAJNO ADDNE88 00INSPO CTION LIM01 Fireplace LENDER'S M UNG ADDRIIIIIII Total Valuation S , QO A1ICHff= OR ENo81EER Y ucom NO' FiM Fee $ 20.00 Permit Fee $ A (� ARCHITECT OR ENOMEERTJ WAJNe ADDIRM Plan Checkin Fee b euaaMOAODJ1w l,Z S l J Plan Checking Fee $ -6 (Y �C wTNO. susonroNsrwe ►ARolL YA► $ PERMIT FEE t PLUMBING PERMIT Flgng Fee 20.00 USEOFSTRUCTURE SFX Duplex Cl Mobilehome O Other snecr�r Each Tr 7.00 Solar or had pump water heater 1 23.00 Water 15.00 rj,00 Each gas water heater or vent 15.00 30-00 TYPE OF WORK New O Addition ❑ Remodel O Utiitiea ❑ Insla/ntion O Other O Describe Work: 3 O� 3 Gas piping system 1 - 5 outlets 15.00 15►00 Building sewer 15.00 ,oil Mobile Home I S G W §20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main ServicezoDA oaR 1 a 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 Buskma and Professions Code, and my license Is In full force and effect License Class Lk:. No. OWNER -BUILDER DECLARATION I hereby affirm under -penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compeneation, wig do the work. and the structure Is not Intended or offend 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 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to **11 -Insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit M Issued. ❑ 1 have and will maintain worker' compensation Insurance, u required by Section 3700 of the Labor Code.'for the performance of work for which this permlt is Issued. My worker' compensation Insurance carrier and poky number are: Carrier Policy Number (The above sections need not be completed M the permit Is for work of a valuation of one hundred dollar ($100) or less.) ' ❑ 1 certify that In the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO 100" 48.00 rim COMT. OWRMO ocGJa 3.5¢R t) ORADOW +�• N0NRP90.' ""nhOvmu §7.50 POWER APPARATIA Ex. Occup. Ouna OR rxn AM ML ®x:50 Ex. Occup. 0=4= 11k 5.00 Temporary Service 23.00 Mobile Homo Facilities 20.00 Mac. Wldng 23.00 PERMIT FEE ti , MECHANICAL PERMIT Filing Fee 1 20.00 Heating 2_5 Cooling ,t7t7 ,00 Hood 6.50 , Ventilation q. 6_0 13.6-0 PERMIT FEE ! Mobile Home Installation Fee : Energy Inspection Fee = d Qc9���gT� ry� V N TOTAL FEE _ , KAL I11v n=0 Cor PARC SUE This permit Is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do paid. work ReceiptNo. WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) \.(� , C �s�� � ��i � �� ��� �� :,E .r R E.H. USEONLY Plot Piers Attached Floor Plan An e Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �.ga © -PrI --0 Owner Loc tion Ap# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for3Grwelling. Other a Hold final for: Final clearance NOTE: Environmental .K. for: Ith Speciali 4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0(4a_ _ p� 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 the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. A 4engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. ufactured Home data and installation instructions including Tie Down Specifications.------------------ EP1O ees of $ W661,49 --------------------------------------------------------- --------------------------- Impact fees as shown on the attached schedule. f -V -?!-=---I- ��' ❑ 2. California Department of Forestry plan approval/fees. --------------------------------------------------------- v✓ 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approvaj� Health Department. - tQ ------------------------ 0 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 1 lot plan and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: (B) Parking: -------------------------- Cl— r) ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- �❑ 2�etter of signature authorization 25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------. ❑ 27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: 1611qff d- Wh ou issue the permit, process as follows ❑ Mail to owner, ❑ arl to contractor. Telephone 3L/3 -(o9(4`1 and hold for pickup at = office. ❑ Deliver with inspector. i APPhc `�—_ ate: 2-6--d791 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ AijrPollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for tAe above items numbered: W b ❑ Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of theVabove required data by ❑ pho e, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own as advised of the above required data by ❑ phone, ❑ mail, ❑ Bdild' Ai 'sion counter, by Date: Plans reviewed by: Date: IV--7,q9Plans approved by: Date: 0 Z Sets of plans on old in o Plan Cabinet, 0 A.P. folder. Note transfer by: Date: !I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # PROPOSED BUILDING USE DATE / RECEIPT # DATE REC 1. �kJILDING PERMIT FEES -✓Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) V 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $_-36 0. 6'O Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. AN AREA FEES (paid at Building Division) 00 Residential (per unit) . �_ x /(p7p. _ $ #Units Amt. Commercial (sq.ft.) .. x =$ / t Sq.Ft. Amt. ✓ 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPL,ICAN r DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2.3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner I (Rev. 2/97) Ar BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) Property Owner , )1,0 Project Location/Address co Y Subdivision Lot Number(s) Residential Development: (check one) �( New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Notal Number of Dwel►ling�,Units C}A/F ¢ ) Comment: �a Building Dep�r"tment Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) / (Phone Number) /19 Z / 11zf14 5- � (Street Address) �y(City) (State) (Zip Code) has }complcied with the requirementsy, o Butte Co.� Resolution No. 90-140, by payment for / dwelling units @ $1,189 for total payment of $ CARD Representative 11J PAID BY CHECK NO. REMARKS: BANK NO. 0�0— LA 2c_)-2_ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Ogakq Bate Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. h,' y� ."'"1.� ^•J�.✓.,l.,'"•�rv„' v�'i✓--+wrl��f yn,...>,`,r++'�'..'rn.•,f�';'HYY..u�+n•�r..T.,crv. �'"`y.•r•-..�iR �.t '..r�'.v.rv.tti,�.t..,..• .- 'v, h'..�..� .. ... r•�`,.� - � s .. - i f 0r cs..r-,• BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building-) School District �,� (n �t/I u1 '��i ( f ��Y 06 / 5 t- Building Department No. A.P. Number D7a " 0410 44 Jurisdiction: City ]County Property Owner. JI la � ;nom y Property Location/Address Subdivision Lot No. / ................................................................................................................... Residential Development LT_I Sq. Footage 2 No of Living Mobile Home I Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # (No foundation i nspection)i Ar 'ir f: t, Commercial/Industrial r� R► { u � �•, Sq. Footage , New Addition (Including Exterior Roofed Areas) 7.99 'Building Departmen Represehtative Date (Floor CPIJviewed by School District Personnel) �, `District Identification No. 001 �LI'Vh�t School District certifies that (Applicant) ��.LnkCl (A) � 13y30- 6+49 (Street. Address) (Phone Number) (City) (State) p' (Ziy Code) .11 has complied with the requirements of Resolution No. ' /10 by payment of $ representing square feet AB 2926 S t FULL MITIGATION f =� '. School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to, submit a timely written protest will prohibit you from challenging the imposition of the fees in any courtaction. If, subsequent to the School District Representative signing this.Butte County,Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project•is being reviewed under the California Environmental Quality Act ICEQA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm PRC . -ECT PROCESSING RFCORD APPLICANT: OWNER: PERMIT #: R- 2O A. P. *#: a -070 - d 2 WORK DESCRIPTION: DATE p CRIPTION OF STEP .October 7;- 1999 James Haase 1021 Henshaw Ave. Chico, Ca. 95973 Parcel Number 042-040-024 Building Permit Number: 99-2069. .......... • 1;utte Count, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond inwrriting to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide north arrow on plot plan. Orientation of front of house is not 0 degrees North. Revise energy calcs to reflect correct orientation. Energy calcs will be checked when corrected calcs are received. Recheck all window sizes, windows on elevations and window sizes shown on the floor plan conflict in some cases. Please check before resubmittal. !Building setback on side property line in/a SR -1 zone are 10 foot minimum. Please show correct setbacks on each side of house. Please provide type of siding mat rials for this house. Plans are not to contain options but rather are to reflect what you will,l e building. A"' Alternate braced wall pane .y are to be a minimum of 32 inches. In addition, when shown with intersecting walls they will b required to be installed and inspected before intersecting walls are built. Note will be made t9 plans regarding this item. ,Sl Engineer or other qalified licensed professional is to address truss loads o er 5000 pounds. Provide calculations fr design of footings and supports. f/Truss layout sh s a girder truss with hanger at mast bath. plans and truss lay ut. Cooridinate !Provide manufacturer's specifications on direct vent gas fireplace. If you wish to discuss any requirements, you may contact me. at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner K RESID&-MAL PLAN CHECKING GUIDE SL fGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: +6�� BUMDINGP ER-' � D PLAN CHECKER: rf k� A- P. NUMBER: NERAL: ... Zoning requirements: (side yards and number of permitted living units).. Valuation. - -- -,� • . - / Plans signed by designer. st' Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. _ OT PLAN: 1 Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. ,l Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Spririltlert, Water Tedder; Trees, F.A.U. & F.A-S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: -Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). /1! Skylights (Section 2409 & 2603.7). A*-- Glazing in Hazardous Locations (Section 2406). .F� Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. ,W' Garage firewall, door size and closer (Section 302.4). 11. Minimum of one 37 exterior door (Section 1004.6). 12. Fireplace and wood stove location, alcoves and clearance. kT** Smoke detectors (Section 310.9.1). ,14'."' Plumbing fixtures, water closet clearances and shower size. STRUM AL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). X Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. �7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. 16. Header size. June 1997 3.2 NUSCELLANEOUS LTEMS TO LGM')UT FOR: Stairway details: landings, ?Wand run, head clearance, handrails (Section I 2. Guardrail details (Section 509). - - Brick or stone veneer (Section 1403). 4.' Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering• (Section 1501).' / Roof covering type - (fire hazard). Foam insulation - protection. /8 36' halls end stairways. Living area over garage -'complete 1 -hour separation required on garage side including supporting walls and p"o's-its.' JD' Two exits on three - story dwellings (Section 1003). ,W' Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances -L.P. G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. reipbasible area requirements. 8. Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: Flood Hazw-&Elevation Certificate S equirements P ecial Inspection Requirements Automatic Fire Sprinklers f June 1997 3.2 a SL-950TR 4,2" TOP/REAR VENTED DIRECT VENT GAS FIREPLACE �.� lyla :i ,P kmd= r SL-950TR DirectVent Unit SL-950TR-LP* Direct Vent Unit - Liquid Propane S1r950TR-DSI Direct Vent Unit with Direct Spark Ignition S1-950TR-DSI-LP* Direct Vent Unit with Direct Spark Ignition - Liquid Propane * Minimum !24'Unit Order Rcfercne Jimmuns only. Wo rccomient naming WivWual unci at iula➢aiion 4/99 �►, - HL'AT-N-GLO DEPAPPP0vL:T) A-1 I • Top/Rear Vcnting Options = i • Slim Dimensions 16 1/4" Deep with 4" x 6-5/811 • Installation Versatility Vcnting Top / 5" x 8-5/8" Vcnting Rear •Ceramic •LAY Installation with Little or No Chase Required Fiber Split Style Logs • 30,000 BTU Input/Hr. •The Most Realistic BuAvailable . rn :. • Sealed Combustion Chamber 'Generous Flames • Works In Negative Pressure Situations & • Black Front with Black Hood No Cold Drafis • Front Included • Standard Refractory Brick Firebox Base • Optional Firebox Refractory • Realistic Looking Fireplace • Optional Brass Trim Kits & Decorative Front •Enhanced Realism • Attractive Finishing Trim C uL US LISTED • Safety Tested, Approved for Installation in, Aftermarket Mobile Homes & UL Listed to UL307B Rcfercne Jimmuns only. Wo rccomient naming WivWual unci at iula➢aiion 4/99 �►, - HL'AT-N-GLO DEPAPPP0vL:T) A-1 I CERTIFICATE OF COMPLIANCE: Resi.dent..ial Page 1 CF -1R ---------------- ------------------------------------------------- Pro jest. Title: HAASE 2.192n ( BASE CASE) Run: 039 18 -Oct. -99 pr6 ject. Address: PARCEL_ 1, HARPER CRT. HAASE 2192n (BASE CASE) Glazing Area, % of Floor Area: CHICO, CA. 95928 Average Fenest.ra.t.ion U-Va.lue:0.70 Building Title: HAASE-,2192n (BASE CASE) Building Perms - # Document. Aut-hor: BOB MF_.TZGER O.D.S. V - 2060 Telephone: 530-342-9688 or 865-9688 Pi Compliance Method: CALRES2 1.34.03 Fi_ _ Check V Date Cl.ima.t.e Zone: 11 13 GENERAL_ INFORMATION Conditioned Floor Area: 2192 ft.2 Average Ceiling Height.: 10,0" ft -iii , Building Type: SFD Single Family Detached Building Front. Orientat-ion: 323 deg (Nort.h ) Glazing Area, % of Floor Area: 15.0% Average Fenest.ra.t.ion U-Va.lue:0.70 Outside Average Fenest.rat.ion SHGC: 0.73 Number of St.ori.es: 1 Number of Dwelling Units: 1.00 Floor Const.rur_.t.ion Type: Slab on grade BUILDING_, SHELL Component. Type --------------- INSULATION -------------- INSt 1LATION Ca.vi.t.y Shea.t.hing Instil Instil R-va.l.ue R -value Total Assembly R-valLie U -value Loca.t.ion/Comment.s Door 0 -- 3.03 0.330 Uncondi.t.ioned Wall 13 0 11.36 0.088 Outside Wa1..l 13 0 1.1.36 0.088 Unconditioned' Wall 13 0 11.36 0.088 Out -Side Wall. 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside wa.l.l. 13 0 11..36 '0.088 - Outside Floor 0 0 1.38 --0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 �At.t.ic Slab Perimet.er 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0 0.756 Out -side FLOOR TYPES AND AREAS Const.ruCt.ion Type Area (ft -2) Conditioned? Exterior Conditions/Descript.i. --------------------------------------------- ----------- : 404 Yes Grade Slab 1792 Yes Grade (P JUTE COUNI t - ROLDING DEPAR EN? APPROVEn( CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1.R Project. Tit.l.e: HAASE 2192n ( BASE CASE) Run: 039 1.8-Oct.-99 __-}-------------------------------------------------------------------------- 1 FENESTRATION THERMAL_ MASS Area. Thick Type Exposed? (ft.2) (in) --------- -------- ----- ----- None Interior Shading St.anda.rd None St.a.ndA.rd St.anda.rd None Standard None Standard Standard Ext.er i.or Shading BugScrn None None BugScrn None BugScrn None None BugScrn Overhang and Fins Overhang Overhang Overhang overhang Overhang Overhang Overhang Overhang Overhang Location/Comments ---------------------------------------- HVAC SYSTEMS Duct. Location Type Efficiencyand R -value -------------------------- ----------------------- FUr nane 0.78 AFUE Attic Air Gond. -- cent.ral. split. 10.00 SEER Attic WATER HEATING SYSTEMS Dist -rib Water Area U- Energy Orient.a.t.ion System Name Type -------- ( ft.2 ) value Panes Window North 78.7 0.750 2 Window North 20.0 0.500 2 Window North 3.5 0.730 2 Window East. 40.0 0.750 • 2 Window East. 20.0 0.500 2 Window South 91.6 0.750 2 Window SOut.h 17.8 0.500 2 Window South 42.7 0.730 2 Window West. 14.0 '0.750 2 THERMAL_ MASS Area. Thick Type Exposed? (ft.2) (in) --------- -------- ----- ----- None Interior Shading St.anda.rd None St.a.ndA.rd St.anda.rd None Standard None Standard Standard Ext.er i.or Shading BugScrn None None BugScrn None BugScrn None None BugScrn Overhang and Fins Overhang Overhang Overhang overhang Overhang Overhang Overhang Overhang Overhang Location/Comments ---------------------------------------- HVAC SYSTEMS Duct. Location Type Efficiencyand R -value -------------------------- ----------------------- FUr nane 0.78 AFUE Attic Air Gond. -- cent.ral. split. 10.00 SEER Attic WATER HEATING SYSTEMS Dist -rib Water Water # of Energy Volume System Name Type -------- Heater Name ------------ Heater Type ----------------- Ht.rs ---- Factor ------ (gal) ------ ------------ 509.W/H Standard St.d.509W/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 509.W/H -- -- NO No WATER HEATER/BOIL.ER DETAILS Rated pilot. Water Recovery Input. $t.A..ndby Tank Light. Heater Name Efficiency AFUE (kBt.uh) Loss R -value (Bt-uh ) St.d . 50gW/H 76% -- 36.00 -- -- dUTTYCOUNIt WILDING DEF PI, 0 CERTIFICATE OF COMPLIANCE= Residential • Page. 3 CF -1.R Project. Tit -le: HAASE 2.1.92n (BASE CASE) Run: 039 18 -Oct. -99 r' HYDRONIC DISTRIBUTION AND TERMINAL_$ Pipe Pipe System/Name Type Number run (ft.) diam (in) --------------------------- ------ -------- --------- None SPEC I AI._. FEATURES, , REMARKS , AND NOTES InSuI InSu1 t.hck (in) R -value --------- ------- Standard interior shades are aSSumed to he. drapes which need not. he installed at. the time of inspection. All other interior shading devices must. he installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct. register location= Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement. them. This certificate has been signed by the individual with overall. design responsibility. When this certificate of compliance is Submitted for a Single building plan to be built. in multiple orientations, any shading feature that. is varied is .indicated in the Special Features, Remarks, and Notes Section. DESIGNER OR OWNER DO�OMENTATION AUTHOR .TIM HAASE 1.074 HENSHAW AVE'. CHIC_.O , CA. 95973 342-6449 Certification # Signed Date ENFORCEMENT AGENCY Name. Ti t. l e Agency: .Telephone: Signed Date 'BOR METZG_ER O.D.S. BOB METZG_ER O.D.S. 2231 St.. GEORGE L.N. #70 CHICO, CA. 9.59.2.6 530-342-9688 or 865-9688 10*� �I 7r*vr�/�� r ori JUTE CQUN11. Pmu JAN` COMPUTER METHOD SUMMARY Page 1. C -2R Project. Title: HAASE 2192n ( BASE CASE) Run: 039 1.8 -Oct. -99 Project Address: PARCEL. 1, HARPER CRT. HAASE 21.92n (BASE CASE) CHICO, CA. 959.2.8 Building Title: HAASE 2192n (RASE CASE) Building Permit. 0 Document. Author: BOB MEAGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 1.1. ENERGY USE SUMMARY (kRt.0/ft.2-yr ) Energy Use StandardDesign Space Heating 21..25 Space Cooling 13.29 Water Heating 12.32 Total 46.86 GENERAL. INFORMATION Conditioned Floor Area: Average Ceiling Height.: Building Type: Building Front. orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint. Area: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area. Volume Name. (ft.2) (ft.3) HOUSE 2192 21920 OPAQUE SURFACES Proposed Design --------------- 22.16 13.67 10.80 -------- Complies 46.63 Yes 2192 f t.2 1010" ft -in SFD Single Family Detached 323 deg (North) 15.0% 0.70 0.73 1.00 1 _ Slab on grade 1 21.920 ft.3 2196 f t.2 2196 ft.2. Type ------------- Conditioned Surface Area • U- Inst Total Type ---------- (02) ------ value ----- Rval ---- Rva.l. ----- Zone = HOUSE W1.3..2x4.. AM Rii�nedT 53 Door 17.8 0..330 0 3 wall 297.8 0.088 13 11. Wal. 1. 289.2 0.088 13 1.1. Wall 410.0 0.088 1.3 11. Wa..l.l 20.0 0..088 13 11 Vent. Thermost.a.t. Height. Type (ft) ------------ ------ CEC S5t.andard 210" Tru S.l r Construction Azm Tlt. Gns Type Location/Comments --- --- --- ------------ -------------------- 323 90 No 28 -Wood Unconditioned 323 90 Yes W13.2x4.1.6 Outside 323 90 No W1.3..2x4.. AM Rii�nedT 53 90 Yes W13.2x4,.1,�6. 98 90 Yes W13 �Out.s.i•de .iA.lF'�lu,t=s.� rig: COMPUTER 'METHOD SUMMARY Page 2 C=2R ' Project. Title' HAASE 2192n ( BASE CASE) Run= 039,.. 18 -Oct -99 OPAQUE OPAQUE SURFACES continued Surface Type Wall. Wall Floor Floor Ceiling Area U- Ins! Total (ft.?._) value. Rval Rva.l. 352.0 0.088 1.3 11. 490.0 0.088 13 11. 404.0 -- 0 -- 1.792..0 -- 0 -- 21.92.0 0.024 38 42 PERIMETER LOSSES perimeter Length F2 Type (ft! Factor ----------- ------- Zone = HOUSE Exposed 32'0" 0.507 - Exposed 197'0" 0.756 FENESTRATION SURFACES Fenestration Name. -------------- 7._one = HOUSE F1.1 F21 F22FRTDR F23 F24 F31 L.11 L12 BL_11.FRCH B11 B12FRCH 813 814 F15 816 82.1 8.2.2 823 R1.1. Area Tru Type (M) Azm Tru. S.l.r Construction Azm Tlt. Gns Type Location/Comments -------------------- --- --- 1.43 90 --- Yes ------------ W1.3.2x4.16 Outside 233 90. Yes W13 .2x4 .16 Outside -- 1.80 No S.l.ab1.40E Grade -- 1.80 No Slah140C Grade. -- 0 Yes R38..2x4..24 Attic Insul. Insu.l Depth R-va.l. (in) Location/Comments ----- ---------------------------------------- -- -- Unconditioned 0 16 Outside - Glazing Open Frame Charactr Tlt. Type Type Name Comments --- ------- -------- ------------ ---------------- Wind 32.0 323 90 Slider Metal STD.OPER Wind 10.0 323 90 Slider Metal. STD.OPER Wind 20.0 323 90 Hinged Wood/Div STD . DOOR Wind 10.0 323 90 Slider Metal. STD.OPER Wind 3.5 323 90 Slider Mett.a.l. STD.FIXF..D Wind 2.6.7 323 90 Slider Metal. STD.OPER Wind 20.0 53 90 Slider Metal STD.OPER Wind 20.0 53 90 Slider 'Metal STD.OPER Wind 20.0 98 90 Hinged Wood/Div STD.DOOR Wind 2._0 .0 143 90 Slider Met.a.l. ISTD.OPER Wind 17.8 143 90 Hinged Wood/Div STD.DOOR' Wind 7.9 143 90 Slider Metal STD.OPER Wind 1.6.0 143 90 Slider Metal STD.FIXED Wind 7.9 143 90 Slider Metal STD.OPER Wind 30.0 143 90 Slider Metal STD.OPER Wind 12.9 143 90 Slider Metal. STD.OPER Wind 26.7 1.43 90 Slider Metal STD.FIXED Wind 12.9 143 90 Slider Metal STD.OPER Wind 1.4..0 233 90 Slider Met.a.l. STD.OPER JUTTE CjCybp I NAMING 1DE'��s'` ;T IVE.-W ". A w 'Pr- i�" f�''D.2. FNM .� K CnMPUT.ER METHOD SUMMARY Page 3 C -2R project. Title: HAASE 2192n (BASE CASE.) Above Left. Run: 039 1.8 -Oct. -99 GI...AZING CHARACTERISTICS Height. Width Depth ------ Glazing Extension --------- -- Extension ------------ Glazing ------ 6 00" 9841 - 19,4" 494 11 Interior SHGC F21 SHGC Charact.r Glazing # of U- 127 ,(Ol 1i Shade Type Int. Exterior Ext_. Name. Type Panes val. u.e ------ SHGC See notes ---------- Shade ------ Shade Type ---------- Shade ------ ------------ STD.OPER --------- ----- Clear 2 ----- 0.750 0.870 Standard 0.680 BUgScrn 0.757 STD.DOOR Clear 2 0.500 0.870 None 1.000 None 1.000 STD.FIXED Clear 2 0.730 0.870 Standard 0.680 None 1..000 0 OVERHANGS Fenestration -------------------------- Above Left. Right. 'Name. Height. Width Depth ------ Glazing Extension --------- -- Extension ------------ ------ ------ 6 00" 9841 - 19,4" 494 11 0. F21 6,8„ ,` '- 1.P6'- 2,4 �� i ,6`}i 1L 456" 127 ,(Ol 1i F22FRTDR 6,811 390" 9'4" 294" 11,61, . 13,6,s F23 6'8" 1.'6" 9'4" 294" 1.0'4" 16'2" F24 192" 310" 9'4" 1'0" 149611 1096" F31. 5,4.; 5901. 2901- 4" 11'8" 1.2'4" L11 4'0" 5'0" 1'8" 7'4" 31'0" 11,0„ L..12 4'0" 5,0" 1'8" 7,4" 20,0" 22,0" BI.._11FRCH 6'8" 3'0" 1.2._'0" 1_'4" 11'0" 11'0" 81.1. 4,0" 550" 1.'6" 1,41' 49,0" 504' B12FRCH 6'8" 2'8" 1 '6" 1'4" 43'0" 13'8" 81.3 5)3 16 '" 1'6" 1'4" 38'0" 1911.0" - 814 5'4" 3'0" 1'6" 8" 35'0" 21.'4" F15 5,3" 1.'6.. 1'6" 194" 33'6" 24'4" 816 6'0" 500" 1'6" 194" S,o„ 49'4" B21 552" 2'6" 1.0'0" 1.94" 21'6" 4'0" 822 594" 500" 10,01, 4" 16,6' 6,6" B23 592" 2'6" 10'0" 1.'4" 15'[07" 1.0'6" R11 3,61- 400„ 1084. 790" 81 ,01, 1410" FINS Left. Fin Right. -------------------------- Fin Fenest.ra.t.i.on -------------------------- Ext.en Dist. Ext.en Dist. .-------------------------- F1 n Fin above to F.i n Fin above to Name Height. Width Depth Height. gl.zng glzi.ng Depth Height. glzng glzing None THERMAL_ MASS Vol. Cond- Area Thck Heat. rJk.►ct.- Const.ru.ct..ion Insd Mass Name (ft.2) (in) Cap i.vi.t.y Type Rval. Location/Comments -------------- ----- ---- ---- ----------------- ---- ---------- None jUTTE COVS1, C..:OMP1.1TER . M.ETHOD SUMMARY Page 4 C -2R project. Title: HAASE 2192n ( BASE CASE) Run: 039 18 -Oct. -99 "SOLAR GAIN DISTRIBUTION Fenestration - Winter Summer T a. r g e. t. t e. d Name Fraction, Fraction Thermal Mass Comments None HVAC SYSTEMS Duct. Location System Name System .Type Efficiencyand R -value -------------------------------------------------- ------------- Zone. = HOUSE GasFur n .78 Fur nice 0.78 AFUF_ Attic ACsp:l.it.10 Air Gond. -- central split. 10.00 SEER Attic WATER HEATING SYSTEMS Dist.ri.b Water Water # of Energy Volume System Name Type Heater Name Heater TypeHt.rs Factor (98.1) ------------------------------------------------- ---- .50g •W/H Standard St.d .509W/H St.ora,.ge gas 1 0.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ---------- -- 50g.W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot. Water Recovery Input. St.A..ndby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Bt.uh ) St.d.509W/H 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul. InsU1 System/Name Type Number run ( ft.) diam (in) t.hck (in) R -value -------------- ------------- ------ -------- --------- None 4,UT E COUP+ I't KALDINC DEPAFi 1 "rU 4th {,. P ' COMPUTER.- METHOD 51-IMMARY Page 5 C -2R Project. Title: HAASE 2192n ( BASE CASE) Run: 039 18-nct.-99 SPECIAL_ FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be . dra.pes which need- not. be installed at. the time of inspection. All other interior shading devices must. be. installed for inspection. 2. Heating duct. register location: Ceiling. . 3. Cooling duct. register location: Ceiling., a ..4 `� Gi QEP Mil, k, ,d rids, Inc. V1lestem Division 31;40 Go'fi.Camp Drive, Suite 140 Rancho Cordova, CA 95670 j::: 772-5351 5321 EASTSIDE ROAD REDDING, GA 96001 (916) 244-0700 TRUSS ENGINEERING & LAYOUT CLIENT: 'HRA -<)E LOCATION: N ► C o I. D. NO.: dZ & DATE: ` - 1 s , - WILDING DEPAR T wN WARNING: DD NOT CUT 0.R ALTER TRUSSES(I 2p��j flTrNP TRUSSES REQUIRE EXTREME CARE IN PkODUGIS HANDLING- ERECTIONAND. BRACING P.O. Box waw SEE HIB -91 SUMMARY SHEET" COMMENTARY AND RECOMMENDAT)ONS FOR HANDLING, Portland OR 97220 INSTALLING & BRACING METAL PLATE CONNECTED 1NOOD TRUSSES. (soo? ssa osoa I.C.B.O. Research No. .yy2Z NER=0A275 'MOSS LUMBER 5321 EASTSIDE ROAD Name: HAASE Description: Address: f Job: Telephone: 244-0700 M 2 61 Fax: Telephone: Scole: 1 : 120 Dole: 8/31/99 Drawn By: MIKE P, CF f moss Itruss Truss Type AE, - (FINK Qty IPN 1999 MRek Industries, Inc. 41 •2 0.0 1 0 0 22-0-0 1;423. Z4.0 0• , 2.0-0 11.4 11-0-0 2.0.0 r v. 3x4= 22-0A IIs LOADING (psQ SPACING 2-0.0 Cal DEFL Qn) CDd) Udefl PLATES GRIP TCLL 16,0 Plates Increase 1.15 TC 0,20 Vert(LL) n/a - Ma M20 220/1@5 TCDL 7.0 Lumber Increase 1.15 SC 0.09 Vert(rL) 0,04 18.19 410 @CLL 0.0 Rep Strass Incr YES WB 0.03 Horz(TL) 0.00 n1a @CDL 7.0 Code UBC/ANSI96 (Metrhr) . 1st LC LL Min I/deft = 380 Weight: 126 Ib LUMBER TOP CHORD 2 X 4 DF No,16Btr•0 BOT CHORD 2 X 4 DF No.18Btr-G OTHERS 2 X 4 DF Stud/std-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlln spacing. BOT CHORD Rigid ceiling directly applied or 8.0.0 on center bracing. 'REACTION8 Cb/alze) 2.224/22.0.0, 18.224/22.0-0, 27=79/22-0-0, 28=8022.0-0, 29680/22-0.0, 30.81/22.0.0, 31=7522-0-0, 32=101/22-0.0, 33.31/22-0.0, 28.79/22-0-0, 25080/22-0-0, 24.80/22-0-0, 23=811224.0, 22.75122-0-0, 21■101/22-0-0, 20=31/22-0-0 Max Hoe 2=1800oad case 4), 180.180(load case 3) Max Uplilt2-149(load case 5),18■•1490oad case 6), 28=-370oad case 5), 29■•31 Qoad case 6), 30■-330oad case 4), 31=-21 Coad case 5), 32■•74(load 0090 4), 256.37(load case 6). 24=-31 (load case S), 23--330o2d case 3), 22■ -21 Coed case 5), 21=-74(load case 3) Max Orav28■810oad case 6).29-800oad case 1), 30=810oad case 1), 318760oad case 81, 3261010oad case 6), 33=740oad case 3), 26■790oad ease 1), 2S=81Cood case 7), 2060(load easel). 23681 (load case 1), 22=75Qoad case 7), 21■101 Qoad case 7), 20■74(lood case 4) FORCES Qb) - First Load Case Only TOP CHORD 1.2840, 2-3m-51. 3 -4= -Z3,4 -S=-28. 54-28, 6.76.28, 7.8■ -28.8.9■ -28, 9.106.27.10-11=27,11-12=-28, 12.13=-28, 13-14m-28.14-16m-28.16-16--28.16-17=-23,17-18-.Si, IfI-19V40 BOT CHORD 2.93■0, 32.3360, 31-32=0, 30-31=0, 29-30-0, 28.2960, 27.28■0, 28.27■0.26-2860.24-25.0, 23-24--0, 22-23=0, 21-22=0.20-21=0, 18-20=0 • WEBS 9-27=59.8-2 "-2.7-29-61,6-30-611, 5-316.60, 4 -32■ -88, 3-33-46.11-26=-59. 12.25=-62, 13.24.-61, 14.236.61, 1 15-22=-60,16-2le-N,17-20■-46 NOTES 1) This truss has been cheoked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pal top chord n dead load and 6,0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy category I, condition I enclosed E COU ^ building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per USWAN6I95 K end verticals or cantilevers 9x1-1� , they are 0a v i exposed to wind. K porches exist, they are not exposed to wind. The lumber DOL increase Is 1,33, and the plate grip Increase Is h iLi IiVG 1.33 3) For studs exposed to wind, see MITek'Standard Gable End Detail' 4) All plates are M20 plates unless otherwise indicated. 5) All plates are 1.5x4 M20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 14-0 on center. 8) This truss has been designed for a 10.0 pef bottom dhord live load nonooncurreni with any other live loads per Table No. 16-8. UBC -94. 9) A plate rating reduction of 20% has been applied for the green lumber members. Continued on l 0/ARNING - Verify dadgn parr[fneeerr and RE4D NOTES ON 7W rS AND REVERSE SLDE BEFORE (ISE. r t Gea12n weld for ace only with MiTek connectors. This design Is based only upon Parameters shown, and Is for an individual csrlli;sg componom to be instattcd and loaded vertically. Applioabillty of design parameters and Droper Inoorporetlon of r, r_ - comDunnnt 16 responsibility of building designer - not truss designer. Bracing shown is for lateral suppon of Indlvidurt web I m -mbar- only. additional temporary bracing to Inure arability during construction Is the responsibility of the erector. Additional pemfanem bracing of the overall structure Is ftresponalblliry or the building designer. For general guidanoa regarding i I.- . adon, qusitry control, storage, delivery, erection, and bracing, consult OST -89 Quality Standard, DSO -89 Bracing Spe,:ilicatlon, and HIB -91 Handling installing and Bracing llacommendimlon available from Truss Plata Inef le, 583 D' MITek Industries, Inc. ? flinol90 Drive. Madison, WI 53719 s n..,.,._ 8ti/tiZ ,..d. St It oN 3.N.I,.,,S318iSNaN1 �311W Wd�8:1-666_�...._..c. d8S_-..._ ._. I Job Truss :r Tru aa Type M261AE" FINK,' u 4 R1983673 moss lumber, REDDING, CA 98001 "' ^ '' 4.0-3Z a Aug 9 1999 MITek Industries, Inc, Wed Sep 0109:46:52 1889 Page 2 . tr NOTES, 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint 2.148 Ib uplift at joint 18, 371b uplift at joint 28, 31 Ib.uplift at joint 29, 33 Ib uplift at joint 30, 21 Ib uplift at joint 31, 74 Ib uplift at joint 32, 37 Ib uplift at joint 26.31 lb uplift at joint 24, 33 Ib uplift at joint 23, 21 Ib uplift at joint 22 and 74 Ib uplift at joint 21. 11) This truss hes been designed with ANSVTPI 1.1995 criteria. Standard _ 1 f r r 7`u j� �a i�•, @i 011 -AW AL'NING • Verify design parameters and .READ NOTES ON THIS AND REVP.RSF. SIDE. BEFORE USE Dee �trt valid for uan only with MITek connectors. This design it based only upon parameters shown, and Is for an indi✓dual .: jrg ccmponant is be Installed and loaded venicelly. Applioabiliiy of design peremetere and proper Incorporation or j eolnponent Is responsibility of building designer • not truss designar. Bracing shown 16 tar lateral support of individual web I rnembere only. additional temDorsry bracing to insure stability during construction is the raspdrtelDllhy of the erector. Add1tio nal � permangnt bracing of the overall structure is the rcwcnelbllhy of the building designer. For general guidanoe regarding N,briicarion, quality control, storage, deilvary, ereceon, end bracing, consult 06T -es Oualny Standard, DSO -69 Bracing Specification. and hIB41 Handling Installing and Bracing Recommendation available from Truss Plata Institute, 593 D' MIITsk industrials, Inc. Onofrlo Drive, Madison, WI 53719 ' ON I S3181SHN 1 X311 W Wd9E , l —6661 , d8S— •2.0.0 6-9-4 11-0-0 16-2-12 22-0-0 24- a" 1:44.3 2-0-0 5.9.4 5-2-12 6.2-12 5.9-4 2.0.0 4x4= 7-0.31 14.5.13 224-0 7.64 8.11.11 7.6.3 l4 0 Plate Offsets (X.1): (8:0.2.8,0-301 LOADING (psf) SPACING 2.0-0 Cal DEFL (n) poc) Iden PLATES GRIP TCLL 16.0 Plates Increase 1,15 TC 0.22 Ven(LL) -0.08 6.8 a-999 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Ven(TL) -0.14 6-8 3-999 BCLL 0.0 Rep Stress Inor YES WB 0.15 Horz(TL) 0.02 a n/s BCDL 7.0 Code UBC/ANSIBS 1st LC LL Mn Vdefl - 360 Weight: 95 Ib LUMBER TOP CHORD 2 X 4 DF No.18Bir-G BOT CHORD 2 X 4 DF No.16Btr-O WEBS 2 X 4 DF Stud/Sid•G BRACING TOP CMORD Sheathed or 6-0-0 on center purlln spacing. BOT CHORD Rigid calling directly applied or 10-0.0 on center bracing. REACTIONS Ob/size) 2=7501D-3-8.8=750/0-3-8 4 Max Harz 2=-67(load case 3) Max Upllft2=-262goad case 5), 6=-262(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1023, 3-a=-891, 4-S=-891, 5.6* -1023, 6.7=20 BOT CHORD 2.9■908, 8.8=623, 6-8+908 WEBS 3-99-20B, 4.9.326, 4-8■326, 6.8■•208 NOTES 1) This truss hes been checked for unbalanced loading condldona. 2) This truss has been designed for the wind loads generated by 80 mph winds at 26 ft above ground level, using 6,0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oeeanllne, on an occupancy category i, condition I enclosed building, of dimensions 4S R by 24 ft with exposure C ASCE 7.93 per USCIANS195 If and verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wOnd. The lumber DOL increase is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 1". UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 Ib uplift at Joint 2 and 262 lb uplift at Joint 6. 7) This truss has been designed with ANSVTP11.1995 criterla. Standard A WARNING, Verify derign pa►amererr, and READ NOTES ON THI.SAND REW .RSE SIDE BEFORE (ISE, Doslgn valid fpr use only whh MiTek connectors, This design la based only upon parameters Shown. and is for an individual oAding cw.nponent to be., installed and loaded vertically. Applicability of design parameters and proper Incorporation of 401010001. 1 r:oenponent is responsibility of building designer • not truce assigner. Bracing shown le for lateral Suppon of individual web nwmhere only. Additional temporary orating to Insure stability during construction is the responsibility of me erector. Addhionai ownianent bracing of the ovorall structure Lc The responsibility of Me building designer, for general guidance regarding fabrication, quality cont•eL storage, delivery. erection, and bracing. consult OST -8s Ouallty Standard, 0913-89 Bracing Specification, and HIB -81 Handling Inslalling and Bracing Recommendation available from Truss Plata Inedtute, 583 0' M{ITelatndustrlas, Inc. Onorrlo DO M d- WI7 IIING pep . �•„ ��Y AQ 40 Septa OF e, a lson, 53 1B 8ti/£G 'd£tilti'ON 'GNI 53.181SHNl, �311W Wd5£: 1 -6661 'G = d.eS - Job - Truss Truss Type Qty Ply 1 r,, r 4 5 M261 BP MOOIFIED QUEENPOST 1 1 moss lumber, REDDING, CA 98001 , 4,0.32 a Aug 9 1889 MITek Induatrlee, Inc. Wed Sep 01 08:45:55 1889 i pageal t'. E , 18.0-0 ��,,1 f , Saal■ =1:88.8 a>r _ 4.0.5 7-6-3 i 11-0-0 14-S-14 I 17-11-11 38.0.0 _ 38-" 4-0-5 3-6-13 3-5-13 3.5-13 3.5-13 0-0.6 18-0-0 2-0-0 5x5= ki 3x4= 3x8= W= 3x8= 5.94 11-0-0 18.2.13 38.0-0 5-9-4 5.2.12 5.2-12 18.9-3 Plate Ofisata (X,Y): (2:0-2-8,0-3-0),121:0.2-8,0.3-01, x34:0.2.8,0.3-01 LOADING (psf) SPACING 2.0.0 CSI DEFL Qn) (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1,15 TC 0.20 Verl(LL) -0.04 34-36 n99 M20 220/195 TCDL 7,0 Lumber Increase 1,16 BC 026 Vert(TL) -0.0734-35 X999 , BCLL 0,0 Rep Stress Incr YES WB 1100 Hort(TL) 0.03 22 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LC LL Mtn Well ■ 360 Weight: 259 Ib LUMBER TOP CHORD 2 X 4 OF No.188tr•0 BOT CHORD 2 X A OF No.18Btr-G " 4 WEBS 2 X 4 DF Stud/Sid-G r OTHERS 2 X 4 OF Stud/Sid-O BRACING TOP CHORD Sheathed or 5-8-2 on center purlln spacing. BOT CHORD Rigid telling directly applied or 10-0-0 on center bracing. WEBS 2 Rows at 1/3 pts 4.33 RMACTIONs (Vaize) 1=aaalu-3•a,'S.1■f40/14U-u, o'[-•auta•u•u, al=tuar Ia u u, atr�7'a rvU•G, 25-0IrI1.O•o, 2a-rertr o a, zr-ozrt+-o-o, ao-tyti•o•o, SJ-teoii+-o•o, 24=1/14-0-0, 22=286114.0.0 Max Horz 1--149(loed case 3) Max Upllflt■•158(load case 5), 33=-120Qoed case 6), 320-121(load caee 2), 31■-2SQoad case 5), 30--340oad oast 3).29-31 (load case 5), 28=-31Qoad case 3), 27--330oad case 5), 28=21 Ned case 3), 26■•740oad case 5), 22--148Qood case 6) Max Grav30=77(loed case 7), 29■81Qoad case 1), 28=780oad case 7). 27a820oad case 1), 26.73(load case 7), 25=108(load case 1), 20820oad case 5), 22-2860oad case 1) FORCES Qb) - First Load Case Only TOP CHORD 1-2-1265,2-3-1156, 3-4=-845, 4.5=168, "-134.6-7m-157. 7 -8■ -155, 8-9--120, 9-10=120, 10.11■ -149, 11.12-•168, 12.13■ -109, 13-140-148,14-15=145, 15-16--144,16-17••145,17-18■-145,18-19=-144,19-20--148, 20-21-139,21.22■•172,22-23■40 BOT CHORD 1-36=1094, 36.36.914, 34.35.871, 33.34.896, 3233=117, 31-32=117, 30.31-117, 29-30■117, 26-29=117, 27-28=117,26-27117,26.28.117,24.25.117,22.24.119 WEBS 4.37■-675,37-38=-877,38-39■-7213,39.408-837,40.41■•863,41-42=-854,42-43-882,43.44■-879,33.44••870, 9.42m.63,10-43--8.8-41=22.2-36--141. 3380208, 3.35-•279, 435■441, 35-39=-215, 34 -39w87,34 -42w6, 11-44mig, 12.33••226, 13.32■16,'14-31=-04, 15-30=43.16-29-611. 17-28-61.16-27-62, 19-26=-59, 20.26••73, 21.24-•25, 7-40--62,6.38-110,5.37••3 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This trues has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6,0 psf top chord dead load and 5.0 pal' bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condifion I enclosed building, of dimensions 45 ft by 24 R with exposure C ASCE 7-93 per UBGANSI96 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to Wind. The lumber DOL increase is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) All plates are 1.6x4 M20 unless otherwise Indicated. Continued on page 2 �Q11OFE5Sl'p p0NG kk,- N NO. O f A WARNING • Vrrify Rft p w% eN�t der. aramerm and RF•A.D NOT.F,S ON THIS AND RI;VFRSF. SIDE 8EFORt UliE. q !�p I C4Wgn valid for use only with MITek connectors. This dex;gn is based only upon parameters shown, and Is for an Individual � ,�� �j "",�FrCAI�Foa 1 c uiliing component to be Installed snd loaned venlcelly. Applicability of design parameters and proper incorporation er r. �•• rnmaone o Is re dditio id temporary of b desiacing to - not staa lily du in construction acing shown is for 8gon l eu ry on h individual webmr.1�, y 1 de mbere only. ing of th sr bracing t insure nsibilit during co piing es g er. or g n general of the erector. Atltlhlanfll ��y p ' ,•,±nnanent bracing of sic overall sttuctute Is the responsibility on the Dullding designer. For generel guidance regarding Ian'-'ei AGl 6 � rsbrlcetlon, quality control, etorsge, delivery, erection. and bracing, oonsuh OST -88 Quality standard, 098.69 Bradng jai Specification, and HIS -91 Handling Installing and effacing Recommendation available from Truss Plets Institute, 383 D' MITek Industries, Inc, Gnohlo Drive, Madlaon. VA 53719 8ti/6G 'd—" t I t ON 3Nl S3181SNONV-- 311W Wd8E:1 .6661 G 'd8S Job Truss Truss Type qty ply '� A M261 SP MODIFIED QUEENPOST 1 1 - z,. , 'Rlssaan moss lumber, REDDING. CA 96001 4.0.32 a Aug 9 1999 NLTek Industries, Inc. Wed Sep 01.09:46:661999 Togo 2 r NOTES 6) This lruaa has been designed for a 10.0 pef bottom chord live load nonconaurrent whh any other live loads per Table No. 18-B, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 Ib uplift at joint 1. 120 Ib uplift at joint 33, 121 Ib uplift at joint 32, 25 Ib uplift at joint 31, 34 Ib uplift at joint 30. 31 Ib uplift at joint 29,31 lb uplift at joint 28.33 Ib uplift at joint 27.21 lb uplift at joint 28. 74 Ib uplift at joint 25 and tats Ib uplift at joint 22. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. Standard J O11-2 Ov JITE y fLAL tJ ® WARNING - Verify design parwnerm and RHAn NOTES 0,47 7NISAArD R£VHRSE SIDE BEFORE USI•. r'ie3ipr, velld for use only with MITek connectors. This design is basad only upon parameters shown, and Is for an indwuar —!;Ung orinponent to rte Inetalled and loaded vertically, applicability of dasign parameters and proper inoorporatlon of cnmpd,ont is roaponelb4lty DI building designer •not ti as designer. Bracing shown is tar lateral Support of individual web j mn.mbere only. addldonsl temporary bracing to insure staDlrhy during construction Is the responslblllry m the erector. Addldonal � p. mpnsnt bracing of the or.erall structure fro the responsibility of the building designer. For general guidance regarding ' fsbdA con, quality control, etorage. delivery.:roctlon. and Dr3cing. consuh 067.98 0uallty Standard. DSB•69 Brooing apaclflcedon, end HI&91 Handling Installing and Bracing Recommendstlon.available from Truss Plate Institute, 883 D' IMITek Industries, Inc. j onofrio Drive, Madleon wf 83719 -8 VH fid,� S� t.lb-oN - 'SNI OMAN UIIN UE'l = - Job Truss Truse Typeqty CSI sly PLAT!! GRIP TCLL 16.0 .. - TC 0.28 Van(LL) -0.19 10.11 1,989 R1969a7p t4 M201 8 1A00.0UEEN - 10 1' .. .: •,x BOLL 0.0 Rep Stress Inct TES Vtrb 0,36 Hor&(TL) 0.07 6 ret moan umber, REDDING. CA $6001 4.0.32 a Feb 18 1999 MITek_ 0cluetrlea.,lnc. Wed Bap 01 16:9. age At j •2-D D , 8-4-5 12-2.3 18.0.0 j 23.9.14 28.7.11 j 98.0.0 9S•0.0 j 2-04 6.4.5 5-9-13 59-13 59 13 5-9-13 6 a -S 2-0-0 Sr5= 364 _ 5x6 80 - 9-3-4 18.0-0 26.8-13 38.0.0 9-3.4 6.8.12 8.8.12 9-3-3 I� a LOADING (pen SPACING 2-0-0 CSI Den (In) (I-) Vdetl PLAT!! GRIP TCLL 16.0 Pietas Increase 1.16 TC 0.28 Van(LL) -0.19 10.11 1,989 M20 220/198 TCOL 7,0 Lumber increase 1.16 BC 0.87 vartcm) -0.3610.11 .899 BOLL 0.0 Rep Stress Inct TES Vtrb 0,36 Hor&(TL) 0.07 6 ret BCDL 7.0 Code UBCIANS185 tat LC LL Min Wall = 360 Weight 172 to LUMBER SPACING TCP CHORD 2 X d DF No.188tr•G TOP CHORO SMathed or 4-6.4 an center punin spadng. BOT CHORD 2 X 4 DP Na.18Str4 BOT CHORD Rlgld csBing aaac0y app[hd or 10.0.0 on canter bracing, WEBS 2 X 4 OF 6tud18t4-0 WEBS 1 Rau at mldpt 6.11.6-11 REACTIONS (Ib/sl&e) 2.117C/0•]4, 8.117010.38 Max Hot& 2=104(lood cost 4) Max UPiIR2- 364(10611 case 5), 6=-354(load case 6) - FORCES (Ib) • Fast Load Case Only TCF CHORD 1-2=2D, 2 3=1882, b4=_1693, 4 6••1183, 68••T 163, 8.7�1f183. 7 8•.1882, 69.20 d BOT CHORD 2.12.1671, 11.12.1376, 10.11=1376,610=1671 WEBB 312•-230, 4-12.325, 411•-461, 511.790,'611•-460, 6.10=324, 7-10=229 NOTES 1) This trues has been checkad for unbalanced loading con11hbne. 2) Thle trues nae Doan designed for the wind loads generated by 60 mphvAnds at28 ft ■ewe ground level, using 8.0 pal top chord dead load and 6.0 pat bawn chard dead load. 100 ml from hurricane s ocoanitne, on on occuponcy category I, condition I enclosed building, of dimensions 46 f, by 2d itwidl exposure C ASCE 7.93 per UBC/ANSI95 It end vertloale or eanufavers exist they are exposed to wind. If porches exist they are not exposed to wind. The camber DOL Incresso to 1.33, and the plate grip Increase Is 1.33 3) All plates are Mgt) plates unless otherwise indicated. 4) This truss has been designed tot a 10.0 lost bottom d anll live load nonconc urrentwith any other Ilrs toa11s per Table No. 168. UBC -94, S) A plate fauna reduction of 20% has Dean applied for the green lumber members. 6) Provide madtanlcal cdnneNan (by others) of truss to bearing plate capable of withstanding 96d Ib uplift at joint 2 and 384 lb uplRt st joint 8. 7) This trues nee been designed with ANBUTPI 1-1995 erhetfa, 1 LOAD CASK(S) Standard A MNING - Verify derigw paramerery and RE:9D NOTE'S ON THIS AND 1.F -VERSE SIDE BEFORE USE. 1 Design valid for use only with MIT9k connectors. This design is based only upon paramstere Shown, and is for an individual iw3jing component to be Inatalled and loaded venleatly. Applicability, of design parameters and proper Incorporation of ��.•• component Is roaponsivity of building designer - not truss designer. Bracing shown IS for lateral support of individual web mnmbcrs only. Add'nlonal temporary Ors ing to Insure stability during oonav'ucdon Is the rae0onelbiihy of the erector. additional t ;;r:na,+9nt bracing of ono overall structure is the rasponsibility of the bullding designer. For general guldance regarding. fabrication, quality control, storage, delivery, erection. and brecing, consult OST -88 Ouelky Standard, OBB-89 BrWng S Specification, and HIB -91 Handling Installing and Bracing Recommendetlon available from Ttuse Plate Institut, 693 D' M(T9it Industries, Inc. Onotrlo Drive: Madison, WI 53719 _ .8V9Z.,'d-£b.it-0N ;: D.N.].-S3.181SNONI.N31IN W ort�S�, VN X%gome!/ . CNtI P ofCAOT, d H : 1 •-6661 'G.. aaS lob Truss Trues Type Qry Fly A281 B1 MONO TRUSS 2 1 moss lumber, REDDING. CA 98001 4.0-02 s Aug 81999 �� -2.0-0 1 6-3-4 , 10.0.0 2-0-0 S-3-4 d-8-12 I.SY4It 6-3A I 10.0.0 01 -R1983876 Scale ■ 1:36.0 SLOCKM a BRACMIS AECAMD /1T S>tlPPClIFIL LOADING (pet) SPACING 2.0-0 GSI DEFL Qn) (loo) Udell PLATES GRIP TCLL 19.0 Plates Increase 1.15 TC 0.61 Von(LL) -0.02 2-6 3,889 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.17 Vert(%) -0.03 2-6 3,999 8CLL 0.0 Rep Stress Inor YES WB 0.15 Horz(fL) 0.00 6 Me BCDL 7.0 Code UBC/ANSI95 let LC LL Min Udefl = 380 Weight: 48 Ib LUMBER TOP CHORD 2 X 4 DF No.18Btr-G BOT CHORD 2 X 4 Die No.t&Str-G WEBS 2 X 4 DF Stud/Sid-0 lEACTIONS (Ib/size) 2=390/0-3-8:5=291/0-3-8 Max Horz 2.3440oad cage 4) Max Upli112■-1200oad case 3), 5■-1450osd case 4) j FORCES (lb) - Fist Load Case Only t TOP CHORD 1-2=20,2-3-297.3-0-0,44-105 r BOT CHORD 2.6.264, 5-6=284 WEBS 3-6=68, 3-5=-305 BRACING TOP CHORD Sheathed or 6.0-0 on center pudln spacing. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on venter bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pal top chord dead load and 5.0 pal bottom chord dead load. 100 ml from hurricane oceanilne, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 R with exposure C ASCE 7-93 per USVANSI95 If end verticaY or cantilevers exist, they are exposed to wind. If porches exist• they are not e*med to wind: The lumber DOL Increase Is 1,33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No. 16.8, UBC -94. 4) A plate rating reduction of 20% hes been applied for the green lumber members, 6) Protide mechanical connection (by others) of buss to bearing plate capable of withstanding 1120 lb uplift at joint 2 and 145 Ib uplift at joint S. 6) This truss has been designed with ANSUTPI 1-1995 criteria. Standard JUTTE COUNT !'t ILu"ING DEPAll i -� 3 % ® WARNLrVG - Wrify design p4romerers and RFAD NOTES ON THIS AND RE VERSE SIDEBF.FORF- USF rl;.�qn vgfid for use only with MTek connoctore. This dealon Is based only upon parameters ahcv n, and is for an individual ::.)L:Jding component to be instahod and loaded vertically. Appllcablllty of design parameters and proper Incorporation of .r.�.• �urrnpunen, is responsibili+y of building designer - not truss designer. Bracing shown is tar lateral support of individual wtb . members only. Additional temporary bracing to insure stability during construction Is the responelDlitry of the erector. Addldonal ( po•manMt bracing or the overall structuro is rho rsaponslbllhy of the building designer. For general guidance regarding t{ fabriearlon. tivaihy control. storage. delivery. erection, and bracing, consult 06T -8e Oualhy etanaard, 08B•89 gracing S"tfleatlon, and MIB -91 Handling Installing and Bracing Recommendation available from Truss plate Instftuv- 683 D• MITek Induatrlea; Inc. = Onorrio Drive, Madison. Wl 53719 r.-._8VLG- A= - oN .... , . ..... • �N,�T_S.3I �1S�4N � �3,�.�.W .. . � -666 1... � , d8S ..._ ....... JJob I - JTruss Imel IB1E Truss Type MONO TRUSS +3b IPly 1 moss lumber, REDDING. CA 96001 4.0.32 s Aug 9 199 2-0-0 10.0-0 2-0-0 10.0-0 10-0.0 - .;(�R1983818 Sep 01109:46:64 1999 `Page 1' LOADING (pso SPACING 240 C31 DEFL 0n) (loo) I/deft PLATES GRIP TCLL 16,0 Plates Increase 1.15 TC 0.34 Ven(LL) n/a - n/a M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.10 Ven(TL) 0.06 1-2 3-572 BCLL 010 Rep Stress Inor YES WB 0.03 Horz(TL) 0.00 n/a BCDL 7,0 Code U8C/ANSI96 (Matrix) let LC LL Min I/defl = 380 Weight: 66 Ib LUMBER TOP CHORD 2 X 4 OF NO.lBBtr-G BOT CHORD 2 X 4 OF No.18Btr-G WEBS 2 X 4 DF Stud/Std-G ` OTHERS 2 X 4 OF Stud/Sid•G Scale a 1:35.7 BRACING TOP CHORD Sheathed or 6-0.0 on center purlin spgoing, except end verticals. BOT CHORD Rigid calling directly applied or 8-0-0 on center bracing. REACTIONS (Ib/alze) 2=219110-0-0, 9=39110-0-0, 13=91110-0-D, 14.82/10.0.0. 12■85/10.0.0, 11■78110.0.0, 1 0=8 811 0-0-0 Max Hort 2■2840oad case 4), 9=480oed case 3) Max Upllft2■-1320oad case 3), 9■-520oad case 4), 13=-730oad case 4), 12-210osd case 4), 11■-420oad case 4). 10■-30(load case 3) Max Grav9.48(load case 3). 13■910oad case 1), 149109(laad case 2),12=850oad case 1), 11a780oad case 1).10a88(losd case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=40.2-3=-40, 3-4--1e, 4.6.16, 6-8.12, 8.7■13, 7.8.12, 6 -So -29 BOT CHORD 2-100, 13-14.0, 12-13.0, 11-12w0, 10-11-0, 9-10=0 WEBS 4 -13■ -62, 3 -14■ -78, 5.12■ -66.6-110-60, 7.10■ -e8 NOTES 1) This trues has been designed for the wlnd loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 pat bottom chord dead load, 100 mi from hurrioane ooeanllne, on an occupancy category I, condition I enclosed building, of dimensions 4S ft by 24 fl with exposure C ASCE 7-93 per UBC/A14SI96 If and ven Gals or cantllevers exist, they are exposed to And. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip Increase Is 1.33 2) For studs exposed to wind, see MITek'Standard Gable End Detail' 3) All plates are M20 plates unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable etude spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads per Table No, 16-B. UBC -94. 7) A plate rating reduction of 20% has been applied for the green lumber members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of wlthstanding 132 Ib upllft at joint 2, 52 lb uplift at r joint 9, 73 to uplift st joint 13, 21 Ib uplift et joint 12, 42 Ib uplift at joint 11 and 30 Ib uplift at Joint 10. > ( %OFESSl�_ 9) This truss has been designed with ANSIrTPI 1-1995 criteria. Standard `Q(nON 1AWARNING, - t¢.ify &rign panamerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE U.SC. I :7Fsipr, -olid for uce only with MITt:k conneciore. Title deelgn is breed only upon parametero ahov�n, and is for an individual :u9dlrip ewnpononi to be Installed and loaded-eruoally, Applicgbi ft of deeign parameters and proper Incorporation of- ^.Wriponent is responaioility of building designer - not trues designer. BracinE mown is tot lateral support of individual web mrmbars only. Additional temporary bracing to insure stability during construction Is the reeponelbility of me erector Additional e rnanent bracing of the overall atruciura is the rosponsibillty of the bullding designer. For general guidance regarding i laurication. quality control, storage, delivery, erection. and bracing, oonsuh 0ST-811 Qustlty Standard, 088-89 Bracing- , : SpacHlcatlon, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Instltuts, 583 D' b11Tok industries, Inc. Septem `�,q CNII or r- cat i —wric Drive, Madmon, WI 53719 8ti/8G 'd+D W O N 'GNI S3181SHN1 N311W NdH'1 —6661 'aaS- Job Truss Truss Type Chy Ply TCLL 16.0 Plates Inoreass .1.16 TC 0.29 Ven(LL) n/a - Na M20 2201195 TCDL 7.0 Lumber Increase R1983887 M281 CE CATHEDRAL 1 1 WB 0.09 moss sumuar, aavui 4.0-;515 Aug V 19891WTek Industries, Inc. Wed Sep 01 09:46:05 1999 Page 1 23.9.2 Scale = 1:74.3 1.2.0-0 5.3.6 10.3.10 153.14 20-4-1 20 F-4 27-2-0 30.6.14 354.0 41.0.0 2.0-0 5.3.6 5.0.4 5-0-4 5-D-4 039,13-4-14 3-4.14 3-4-14 4.5-2 8-0-0 .carr. 23-9.2 7-0-0 i 13.8.8 20.4.1 20.4.4 32.1.3 3541-0 41.0.0 7-0-0 8.8-8 8.7-9 0-03 3.4.14 8.4.1 2.10.13 6.0-0 LOADING (per) SPACING 2-0-0 CSI DEFL (in) 0oc) War! PLATES GRIP TCLL 16.0 Plates Inoreass .1.16 TC 0.29 Ven(LL) n/a - Na M20 2201195 TCDL 7.0 Lumber Increase 1,16 BC 0,10 Vert(TL) 0.05 1.2 3-528 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(fL) 0.00 Me BCOL 7.0 Code UBC/ANS195 (met" tat LC LL Mn I/dell = 360 Weight: 291 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.13Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except and verticals, BOT CHORD 2 X 4 OF No.1&Btr-O BOT CHORD Rigid telling directly applied or 6-0-0 on center bracing. •WEBS 2 X 4 OF Stud/Std-O WEBS 1 Row at midpt 14-40.13-41,12-42,16-39,17-38,18-37 OTHERS 2 X 4 DF Stud/Std-G REACTIONS 0b/slte) 2.25=5-0.0, 51=22135.0-0, 45=5/35-0-0, 28=17/35-0.0, 40=85135-0-0, 41=79/35-0-0, 42=8Of35-0-0, 43=81/35-0-0, 44=771!5-0.0, 48=78!35-0.0, 47081/35.0.0, 48080/35.0.0, 49078135.0.0, 50087/35.0-0, 52■ -23/35-0-0, 53-253/35-0-0, 39=85135-0-0, 38=79135-0-0 Max Horz 2■2370cad case 4), Gin-80oad case 2), 46■-20oad case 2), 28--81(lo2d case 3), 4W(load case 2), 49■l(lood case 2), 500-2goad case 2), 52.280oad core 2), 630-260oad case 2) Max UplIf120.1440oad case 3), 28-1 good case 4), 41■-310ood case 6), 42•-350oad case 5), 43■-000oad case 4), 44■-33(load case 4), 46■ 33(load case 5), 470-31(load case 5), 48--320oad case 4), 49=.29(load case 5), 50=-440oed case 4), 52=-840oad case 2), 53=-80oad case 4), 38=39(lood case 3) Max Grav51=5500ad case 2), d5=11fload case 2), 28=153(IDad case 3), 40=1410oad case 3), 41=81(load Case 6). 42=800oed case 8), 43=81(load case 1), 4017(load case 1), 48-78(load case 6), 47■810oad Case 1), 48-80(Icad case 1), 49■78(cad case 1), 50087(toad case 6), 5302540oad case 6), 39■1320cad case 3), 38■810oad case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33.2-3=311,3- 13-14-12,14-15-17, -2=33.2-3=311,3 13.14-12,14-15-17, 1&16-17, 16-17-18,17-18=-16,18-19-16, 18-20=-18,20-21=-18,21-22=-18,22-23=t8, 23-24-16,24-25-116.25-26-15, 26-27.-7, 27.280.11 BOT CHORD 2.63011, 62-53s3,61-52@2. 50-51-11. 49-SO■3, 48.49■3, 47 -48■ -3, 46.470.3, 45.4602, 44.4500, 43-44-0,42-43-0. 4142■0, 40.41 00, 39-4000, 38.3900, 37.3800, 36-3700, 36.3600, 3436-0.33.3400, 324300, 31-3200, 30.31 00, 29-30-0,28-2900 WEBS 14.40--84.13-41=81, 1242=-81, 11143=61,110-44-611.946=1311, $47=411. 7-48=62.649m49. 6.60-76.4.6206, 3-53=-187,18-39=-64.1738=41, 18-37=81, 19-38=41, 20-35=81, 21-34=-81, 22-33=41, 23-32=-81, 24-31=-81, 25.30--64, 26-29--37 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 0 above ground level, using 5.0 psf top chord dead toad and 5.0 pat bottom chord dead load, 100 ml from hurricane oceanllne, an an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 h with exposure C ASCE 7.93 per UBVANS196 if end venloals or candievem exist, they are exposed to wind. N porches exist, they are not exposed to wind. The lumber DOL increase is 1.33• and the piste grip increase Is 1.33 3) For studs exposed to wind, see MITek 'Standard Gable End Detail' !AWA RNING - Verify dosibm pat a,, eters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. • , a � i Vc-Mgn valid for ueo only with MITek eonnmcrs. This design based only upon parzrWers shown, and Is for an Individual ' !AunJing component to be installed and loaded verfcally. Applicability of design pe rern ere and proper incorpprat on of r��•- canponent is responeiolllty, of building designer - not suss designer. Bracing shown is for lateral support of individual web inembors only. Additional mrnporary orecing to ineure elebility during construction la Vie responsibillry, of the arscmt. Additional povanent bracing of me o.erall structure le the responsibility of the building designer. For general guidance regarding fabrieetlon, Quality control, storage, delivery, erealon. and bracing. consult G6T.8e Cualhy Standard, DSB-89 Braoing fff Specification, and NIB -91. Handling in'Gulling and Braoing Recommendaaen avallabie Irom Truss plate Institute, 589 D' MITek Industries, Inc. Onalrio Drive, Madison. WI 53719 .,8t/:1 -t d E,tilti_ON - -0N1 S31N1HON1 N311W- -Wd9t:1 —6661--.Z d 8 S y. f ' Job ' Truss l rues I ype �ry rtY s � � ;+,� R1983667 M281 CE CATHEDRAL `- moss lumber, REDDING, CA 98001 - 4,032 a Aug 91999 MiTek Industries, Inc. Wed Sep 01:09:16:051999 Pegs 2R NOTES 4.b' 4) All plates are?i20 plates unless othefvvlss Indicated. 6) All plates are 1,50 M20 unless otherwise Indicated. „ 6) Gable requires continuous bottom chord bearing, 7) Gable studs spaced at 1.4.0 on center. 8) This truss has been designed for a 10,0 psf bottom chord live load nonconourreni with any other Ihro load& per Table No. 18-B, UBC -94, 9) A plate rating reduction of 20% has been applied for the green lumber members, 10) Bearing at Joints) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula, 9ullding designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift W Joint 2, 1 Ib uplift at joint 28, 37 Ib uplift at joint 41, 36 Ib uplift at Joint 42, 30 Ib uplift at Joint 43, 33 Ib uplift at joint 44. 33 Ib uplift at joint 46, 31 It: _;:'.: ;_:. ; 47, 32 Ib uplift at joint 48, 29 ib uplift at joint 49, 44 Ib uplift at joint 50, 84 Ib uplift at joint 52, 8 Ib uplift at joint 63, 39 ib uplift at joint 38, 37 lb uplift at joint 31, 31 Ib upllft at joint 36, 31 Ib uplift at joint 35, 31 Ib upllft at joint 34, 31 Ib uplift at joint 33, 31 Ib uplift at joint 32, 34 Ib uplift at joint 31, 44 ib uplift at joint 30 and 200 ib upllft at joint 29. 12) This truss has been designed with ANSI/TPI 1.1996 orlterfa. Standard d 0 Tyj j ® Wit RN)NC - Verify design paratnerm and RE1D NOTES ON MSAND REVERSE SIDE BEFORE. USE Nvigr valla for use only with MITDk connectors. Thla deslon to based only upon parameters shown, and is for an individual ;w;Lriinq cnmpon:nt to be installed and loaded verllcemy, Applicablllry of design parameters and proper Incorporation of frm�.- rnmponent is responalolllty of oultding designer - not trues deamgner. Bracing shown is for lalaral support of individual web 1 mnmbera only. Additional temporary bracing to insure stabilltr during construction to the responsibility of the erector. atldldonal 191 I permanent braoing of the overall structure is the responelbliny of the building designer. For general guidance regarding 1 .abncatinn, quality control, storage, delivery, erectian, and bracing, consult QST -68 Quality Standard, 095-69 Bracing t Spacfflcatlon, end HIB -91 Handling Installing and Bracing Recommendation available from Truss Pith Institute, 663 0' MITak Industries, Inc. Dnufrlo Drive Madison WI 53719 JUTTE ILDING DE�!-),,t--': - ::p.,fW 1 fy a-[vj 7 � I j ti 'd—CtIt'0N 0 N I S3181SAON1 311W WdSt:1"-6661'-'Z 'a9S Trues:�.•Truss Type qty rly <� .{y�+''�•ICATHEDRAL I7 rt�1 I + moss lumber, RFDDING.^CA 96001 4.0.32 a Aug 8 1999 MiTek Industries, Ino. Wed Sep 0109:45:56 1ti99 Pegeg K 2-0-0 6.0.2 8.10-9 12-9-1 16-7-9 20.6.0 25.5.14 30-5-13 36-6-11 41.0-0 Scale = 1:77.7 1- E 4 I I I I I I 2.0.0 S -D-2 3-10-8 3-10-8 3.10.8 3.10-8 4-11.14 4-11-14 411-14 5.8.5 aX1Vi ,w �� r• . IC Y7C7w d.00 12 5X8- 3X8= 3xa� 3X4= 1.9(411 7.0.0 13-8.8 20-" 25.5-14 30-6-13 36.5.11 41!0--0 7.041 6-8.8 6.9.8 4-11-14 4.11-14 4.11.14 5-6.5 LOADING(psO TCLL 16,0 TOOL 7.0 SCLL 0.0 BCDL . 7.0 SPACING 2-0-0 Plates Increase 1.16 Lumber Increase 1.16 Rep Stress lncr YES Code UBCIANS195 OSI TC 0.73 Be 0.95 WB 0.60 (Matrix) DEFL On)* (be) Vdefl Vert(LL) 0,46 17.18 "99 Vert(TL) -0,84 17.18 3,686 Horz(TL) 0.42 11 nla 1st LC LL Min Vdef1 ■ 360 PLATES GRIP M20 2201195 Weight: 232 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.13B1r-G TOP CHORD Sheathed or 2-0-9 on center purlin spacing. BOT CHORD 2 X 4 DF No.I&Btr-G BOT CHORD Rlgld calling directly applied or 6-0-6on center bracing. iWESS 2 X 4 DF Stud/Sid-G 'Except' WEBS 1 Row at mldpi 4.17, 6-15,8-15 ' 4-18 2 X 4 OF No.18Btr-G s REACTIONS Qb/size) 11=1219!0-3.8, 2.1322!0-3-8 • Max Harz 2-161 good Case 4) Max Uplift 11-295Qoad case 5), 2=-4030oed case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=38, 2-3=6808, 3.4■ -6795, 4 -5■ -1859, 5.6s-1832, 6-7=-1392, 7-8=1410.8.9■•1739, 9.100.2062, 10.11.-2390 BOT CHORD 2-18=5341, 17.18.3051, 16.170589, 15-16=1434, 14-15=11109, 13.14.1798, 12.1302073,11-12.2073 WEBS 3-1180112,41-118=3544. 4-17-1719, 6.110.173, 6.160531, 6.15s.516, 7.15=993, 8-1S=543, 8-14.378, 9.14e-421, 9.13■223, 10.13-316, 10-12=85 NOTES 1) This truss has been checked for unbalanced loading condhlons. ' 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 h above ground level, using 5.0 pat top chord dead load and 6,0 psf bottom chord dead load, 100 mi from hurricane oesanline, on an occupancy categoryI, condition I enclosed building, of dimensions 46 ft by 24 h with exposure C ASCE 7-93 per USC/AN5196 If and vertloals or cantilevers axial, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip Increase is 1.33 3) All plates are M20 plates unless otherwise Indicated. 4) This truss has been designed for s 10.0 psf bottom chord IN* load nonconcurrent with any other live loads per Table No. 16.8. UBC -94, 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at jolni(s) 2 considers parallel to grain value using ANSVTPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 Ib uplift at )olnl 11 and 411.3 Ib uplift at joint 2. 8) This trues hes been designed with ANSVTPI 1.1996 criteria. Standard T `;E E�?f�b���per y r V ! Y fGARNINC - Verify derlgn pa►amerm and READ N07Eti ON7.HJSAND R6115RSF. SIDE BEFORE f1SE. Design valld for use only with MITek connectors. This design is bassd only upon parameters shown, and Is for an Individual000 IL' 1 4 4,' C�ii)L r hlitip eanlwnent to bn Installed and loaded vertically. Applicability of design parameters and proper incorporation of ra �.•- O & j component is responsibility of building drsigner - not truss designer. Bracing shown Is for lateral support of Individual web F CAL* members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional ,,,,t Tnenont bracing of the overall eltucture is the responsibility of the building designer, For general guidance regarding MIA fabrication, quality control, storage, cellvery. erecdon, and bracing, consuh QST -e8 Quality Standard, 08840 Bracing E7 I Spocmcellon. and HIB -91 Handling Installing and Bracing Recommendation available from hues Plate Institute, 683 D' MlTek Industries, Inc. Onctno Drive, Madison, WI 33719 8ti/lE 'd-£blb'oN 'ON1 OMAN �311W Wfl-C-1- 7661 'c 'd8S Job Truss Truss Type city Ply M261 Cl (CATHEDRAL 7 ,q,;%1I1 I1 moss lumber, REDDING. CA 86001 4.0 s Aug 9 1999 MITek Industries, Inc. Wed Sep R1883! toA 5.0.2 I B-10-9 I 12-9-1 I 16-7-9 I 20-8-0 I 26.5-14 I 305-13 35.5.11 41-0-0 Scale= 1:79.5 5-0.2 3.106 3.10.8 3-10.8 3-10.8 4-11-14 4-11-14 4-11-14 5.6,5 flus - axluo tm 14 13 12 11 dud= 4.00 12 SRO= 3x8= 3x1= 3 xd= 1.5x6I I 7.0.0 134" 20-6-0 26.5-14 30-5.13 3!1-5-11 7.0.0 6.6.8 8.9.8 4-11-14 4-11-14 a-11-14 S-6-8 LOADING (psQ SPACING 2.0.0 CSI DEFL On) Qoc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1,15 TC 0.77 Vart(LL) 0.47 18.17 X899 M20 2201195 TCDL 7.0 Lumber Increase 1,15 Be 0.98 Vart(TL) -0.84 16.17 3,680 BCLL 0,0 Rep Stress Incr YES WB 0.61 Horz(fL) 0.43 10 n/a SCOL 7,0 Code UBCIANS195 (Matra) tet LC LL Min Well a 360 Weight: 229 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Bir•G TOP CHORD Sheathed or 1-11.11 on center purlln spacing. BOT CHORD 2 X 4 DF No.16Btr-G BOT CHORD Rigid telling directly applied or 6.8.3 on center bracing. WEBS 2 X a DF Stud/Sid-O -Except- WEBS 1 Row at mldpt 3-16,6-14,7-14 3.17 2 X 4 DF No.ldBtr-G REACTIONS Ob/size) 11=1122210-3-8,10-122Z/0-3-8 Max Hort 10080cad case 4) 1 Max Upllftl•-2980oad vase 6), 10■-298(load case 6) r FORCES Ob) - First Load Case Only TOP CHORD 1-2=5907, 2.3=-SB74, 3-d=-1868, 4-5s,-1843, S-6--1398, 6-70-1415, 7.8.-1744, &9-2068, 9.10■ -2396 BOT CHORD 1-17=5"4.16-17=3080, 15-18=1598, 14-15=1441,13-14=1516. 12-13=1803, 11-112w2078. 10-11m2078 WEBS 2.17a86,3.17n3611.3.16-1743,4.164.175,5.15x539,5.14■-622,6-10998, 7.14a -643,7.13m378,8-13=-421,8-12=223,8.12=318,9-11=85 NOTES 1) This trues has been checked for unbalanced loading conditions. 2) This truss has been designed for the Wind loads generated by 80 mph winds at 26 ft above ground level, using 5.0 pef top chord dead load and 5,0 Par bottom chord dead load, 100 ml from hurricane oceenline, on an occupancy category I, conditton I enclosed building, of dimensions 4611 by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 if end verticals or cantilevers, exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated. 6) This truss has been designed for a 10,0 psf bosom chord live load norloonourrent With any other live loads per Table No. 16-8, UBC -94, 5) A plate rating reduction of 20% hes been applied for the green lumber members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 Ib uplift at joln11 and 298 Ib uplift at Joint 10. 'APAOfES, e) This trues has been designed With ANSIRPI 1.1996 criteria.�Q- DON Q__5� Standard ,� eptember 9 ® wimixG - Verify design parameze►r and READ NOTES ONTH7S AND RbVPRSF- S1.DF.' BEFORE C1.SE '�%, . - o P. � :•xAgn vallo for use only with MiTek connectors. TRIS design is based only upon parameters shown, and is for an Individual S o �` B c :lding component to be Iratelled and loaded vertically. Applicability of design Darameters and proper incorporation of tee.:. � � 0f CALi wmpunont is ruponsibiliry of building deelgner - not truss designer. Bracing Shown Is for lateral support of Individual web E memheR only, Addnlonol temporary bracing to Insure smbiUty dunnp cons ction Is the reeponelblllty of the eraotoc Additional ! p?mlanem bracing of the overall svocrure IS the responsibility of the bullding designer. For general guidance regarding •^aunwtien. auolhy control. storage, delivery. erection. end Dreting, consalt 08T -e6 Ouallty Standard, 088-0a Braolreg` Specification, and HIB -91 Handling Installing and Bracing Racommendetlon available from Trues Plate Inethuts, 683 D• MITek Industries, Inc. nnofrlo Drive• Madleon, WI 53710 �8b%ZE d -D It' ON 'GNI S31MAON1 f311W WdOb 1 —6661 Z d8S--- Job Truss Truss Type Qty ply , } R1983886 M281 C2 DBL. FINK � ,� 3 1 moss Iu r, Ktcoonva, CA aeuul - 4,0-32 a Aug 91999 MITek Industries, Inc. Wed Sep 0109:45:58 1099. Page 1 1 7-2.6 1 13-10-3 1 20-6.0 -, 27-1-14 1 33-9-11 41-0-0 Scale 1:76.4 7-2-6 6-7-13 6-7-13 6.7.13 8-7-13 7-2.5 Connect truss to girder with Simpson or equal 5�= I _.. F gA 7 g Banger. 4 a>m= I1 10 9 , e Ors= 3r4 = 330= 30= arc= 8.6-5 16.6.2 24-6-15 32-5-12 41-0-0 t 8-8-6 7-11.13 7.11-13 7-11-13 84" Il LOADING(psf) SPACING 2-0.0 CSI DEFL (n) (loo) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.17 9.10 >999 M20 220/195 TCOL 7,0 Lumber Increase 1.15 BC 0,62 Vert(TL) -0.33 9.10 >999 SCLL 0.0 Rep Stress Incr YES WB 0,47 Horz(TL) 0,09 7 Ne BCDL 7.0 Code USC/ANS195 let LC LL Min Udall v 360 Weight: 199 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Bu-G TOP CHORD Sheathed or 3-11-4 on center purlln spacing. BOT CHORD 2 X 4 OF No.18Btr-G BOT CHORD Rlgld calling directly applied or 9.7-13 on center bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 1=1221/0.3.8, 7■122110.3.8 Max Horz 1■1070oad case 4) Max Upllftt•-2980oad case 5), 7=-298(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -2185.2 -3= -2069,34 -1578,4 -Se -1576.5-6m.2068.6-70-2184 BOT CHORD 1.11■1942, 10.11■1680, 8.10=1197, 8-9=1580, 7-8=1941 WEBS 2.11-258, 3.111@444, 3.109-472, 4.10.693, 444593, 6-9-472,6-8=444.6-8=255 NOTES 1) This truss has been checked for unbalanced loading conditions. - 2) This truss hes been designed for the wind bads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 pof bottom chord dead load, 100 ml from hurricane ooeenllne, on an occupancy category 1, condition 1 enclosed building, of dimenebna 45 R by 24 ft with exposure C ASCE 7-93 per UBVANS195 If end verticale or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind, The lumber.DOL increase is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pef bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 6) A plate rating reduction of 20% has been applied for the preen lumber members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 298 Ib uplift at Joint 1 and 298 lb uplift at joint 7. 7) This truss has been designed with ANSIITPI 1-1995 crfterla. Standard l ® WARNING - Verify derign paramere►r and RE41) NOTE'S ON THIS AND REVER,SF SIDEBEFORE U.SE. iCfc o �J� Cr*ign valid for !gee only with MlTek connecrore. This design is based only uaon parameters shown, and is for an Indlvldual •� "'d r� ; SIy1nq component to be Inatallsa end laadod vertically. Applicability of design parametere and proper incorporation o' -omponem is responalblllty of building designer - not trues designer. Bracing shov,n Is for lateral support of Indlvldual wab - !F� memnem only. Aodhinnnl tarrDwary Dracfng to insure stablllty during construction is the fesponarbility of the erector. Addltlonal ar. For general pemtsn_nt bmcng of ate overall svuetura is the responsibility of the building deelgnguidance regarding 161A fE! isj° I f Abrlcatlon. quality control, storege, delivery, erection, and bracing, consult CET -99 Quollry 9tanaard, 0394e bracing Specification, and HIB -81 Kandling Installing and Bracing Recommendation available from Truce Plate Institute, 683 V MiTak Industries, Inc. 1 Onofto Drive, Madison, WI 53719 8ti/_EE 'd-.0.1t'ON. r.,r aNl Odium N311W WdOt:1 —6661 Truss Trues Type Qty F C3 CATHEDRAL 41 2 1 moss iumoer, r+euulnU, UA bewi 4.0-32 a Aug 91999 MITek Industries, Inc. Wed Sep 0109 12-3-3 18.4.9 I 20_6.0 25-11-7 31-4.13 41-0-0 X Connect a-gs to girder 4-1.7 4.1-7 6.6.7 5-5.7 9.7-3 with Simpson or equal 6x5. THA z9 Banger, 3 6 R1983881 r t. :46:69 1999 • Page 1 Scale a 1:61,2 - 4:5= 18 4,0012 3x4 10 us= 5x8= Sx6= 83-8 228.0 38.8 41-0-0 8-3-8 14.2.6 14-2.8 4-3-a Plate Ofraeta (X,Y): [9:0-1.O,edoel.110:0-0.12.0.2-21 LOADING (psf) SPACING 2.0.0 CSI DEFL (in) Ooc) Well PLATES GRIP TCLL 18.0 plates Increase 1.15 TC 0.49 Ven(LL) 0.26 13 "99 M20 2201196 TCDL 7.0 Lumber Increase 1.16 BC 0.61 VeR(TL) -0.48 13 3-999 BCLL 0,0 Rep Stress Incr YES WS 0.98 Hot2(TL) 0.29 9 No BCDL 7.0 Code UBC/ANSI95 let LC LL Min Udell a 360 Weight: 216 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No,1&Btr-G TOP CHORD Sheathed or 3.3.12 on center purlln spacing. BOT CHORD 2 X 4 OF No.18Btr-13 BOT CHORD Rigid calling directly applied or 8.4-7 on center bracing. ;WEBS 2 X d OF Stud/Std-G OTHERS 2 X 4 DF Stud/Std-G d REACTIONS Ob/eize) 1=1221/0-3-8, 9x1221/0.3-8 Max Hors Ia107(load case 4) ` Max Uplilll■-2960oed case 5), 9=498(load case S) t FORCES Ob) - First Load Case Only TOP CHORD 1-2=-2147, 2.3■•2402, 3-4x-2412, 4-6a-2151.6-6=2989, 6-7=-3250, 7-8=-0238, 8.8■ -2362 • BOT CHORD 1-16=1909, 1S -16a1993, 14.15■2265. 13.1402274, 12.13.3064, 11-12-3053,10-11=21ST, 9-10x2089 WEBS 2-16--546, 8.10--817, 2.16-312,3-15=-202. 3-14=12, 4.14x61, 4.13--269, 5.13x2210, 6.13-401, 6-12=56, 7-12=11, 7-110-259, 8.11x8$2 NOTES - 1) This truss has been chocked for unbalanced loading conditions. ' 2) This truss has been designed for the wind loads generated by 80 mph winds at 26 ft above ground level, using 5.0 pat top chord ' dead load and 6.0 psf bottom chord dead load, 100 ml from hurricane oceanlino, anon oocupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per USC/ANSI96 N end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grlp Increase is 1.33 3) All plates are M20 plates unlese otherwise Indicated. 4) This trues has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 18-8, UBC -94- 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of whhatanding 298 Ib uplift al joint 1 and 298 Ib uplift at joint 9. 7) This truss has been designed with ANSUTPI 1-199S criteria, Q40� Standard . aEoorv( t i � � � A WARNING - Verify derign yarmnerem and READ .NOTES ON THIS AND REVERSE SIDE' BEFORE USF,`�` °��Septerr. CNjit 00hign valid for sea only wnh MITek connectors. This design Is based only upon parameters shown, and is for an Inal% dual �� �� I� '91E,O I ::mowing component to be Installed and loaded vcnically, Applicability of design parameters and proper Incorporation o; �� - F CAL oomponrni is reeponalaillry of building designer • not trues designer. Bracing shown Is for lateral support of individual weo members only. Addnional temporary bracing to Insure stability during construction is the responelblllry of the erector. Addldonal t®r�N1, s^.nenon, bracing o the oto r g sw tureliver is the ion, and of me building designer. For general guidance regarding • 6.. fabrication, quality control. storage, delivery. erection, and braalr+g, consuti G8T•6e t]uallry Standard, 09B 69 Breaing Specification. and MIB -91 Handling Installing and Bracing Recemmendsdon evellaale from Truss Plate Institute, 563 D' MITek Industries, Inc. 1 Oaofrio Drive Madison WI 83719 - 80C d-Etil.ti ON ONI S3181SAONI N311W Wdlti:l -6661 'G 'd8S-------- Job Truss Truss Type Qty ply M261 Cd CATHEDRAL '. � 4 t R1983892 moss lumber, REDDING, CA 98001 4,0-32 a Aug 91989 MITek Industries, Inc. Wed Sep 0109:46:00 1999 Page 1 2'0 0 14.3.14' 20-8.0 28.8.2 41-0-0 Scab =1:62,7 2-0-0 14.3.14 8.2-2 8.2-2 12-3-14 &6= �- 13 4.00 FIT -'--- •- 8 516= 6xs= 8.1.12 61.8 22.6-0 U-6-8 1 41-0-0 8.1-12 0.1-12 14-2.8 14-2•8 4-" LOADING (per) SPACING 4 2.0-0 C81 flea. (In) poo) Ifden PLATES GRIP TCLL 10.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.21 2.13 2-476 M20 2201195 TCDL 7.0 Lumber Increase 1,15 SC 0,64 Vert(TL) -0.35 2-13 2-280 SCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(rL) 0.10 8 n/a • BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udef1. 360 Weight: 205 Ib LUMBER BRACING TOP CHORD 2 X d DF No.l&Btr•G TOP CHORD Sheathed or 3.10.0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1 1f•G ' - WEBS 2 X DFS BOT CHORD RIgId ceiling directly applied or 5-11-0 on center bracing. d/ tutd-G OTHERS 2 X 4 DF Stud/Std-G 4 REACTIONS (!b/size) 2E -161/0-3-8,13=185110-3-8,8-851/0.Z.$ Max Harz 2=1820oad case 4) 1 Max Uplifl2=-282(load case 7), 13■-403(load case 6), 8=-217(loed case 5) J Max Grev2■250oad case 6), 13■1861(load case 1), 8=851 (load case 1) FORCES Ob) - First Load Case Only TOP CHORD 1.2.20, 2.3■1096, 3.4■ -314, 4-5=-1005, 5=8=-1285, 6 -7■ -1879, 7.8■ -1565 BOT CHORD 2-13=-975.12-13=4081. 11-12.296, 10.11.1772, 9.10.1432, 8.9=1384 WEBS 3.13••1411, 7.9=-388, 3-12=1379, a-12°-779, 4.11■646, 5.11.738, 811■ -648, 8.1075, 7 -�10=323 NOTES 1) This trues has been checked for unbalanoed loading conditions. `2) This truss has been designed for the wind loads generated by 80 mph wlnda at 25 ft above ground level, using 5,0 psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy category I, oondlNon 1 enclosed building, of dimensions 46 R by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals of cantilevers edst, they are exposed to wind, N porches exist, they are not exposed to wind, The lumber DOL Increase Is 1.33, and the plate grip increase Is 1,33 3) All plates are M20 plates unless othervvlae Indicated, 4) This trues has been designed for a 10,0 psf bottom chord live load nonconcurrent v4th any other live loads per Table No. 16-8. UBC -94. 5) A plate rating reduadon of 20% has been applied for the green lumber members. 6) Protide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 Ib uplift at joint 2, 403 Ib uplift at joint 13 and 217 Ib uplift at joint 8. 7) This truss has been designed with ANSVTPI 1-1995 criteria. Standard �"elptbs9 RmRNING - 1�erify derilgri parameterr rrnd RFAD NOTES ON'7HISAND REVF-RSE SIDE BEFORE USEE"`l'Gealgn valid for use only with MiTsk conneclars, This design Is based only upon parameters shown, and is tar an individual 0l� DE y 1}- _OF CALL OS .tu.lding componont to be installed and losoed vertically. Applicability of design parameters and proper Inco i p pe rndivi u of camponont le re ddlilo b:Iity of building designer •not truss designer. Bracing ahoan le for lateral support of individual web rQy��a I mrmberz only, Additional temporary bracing to Insure stability during construction is rho raeponsibh of the erettr: additional x i pr:mmnent oracing of the o+amll structure IS the responsibility of the building designer. For general guidance regarding tabrlcadon, quaJity control. storage, delivery, erection, and bracing, consuh OST -66 Quality Standard, Dse-e9 bracing I Specification. and NIH -91 Handling Installing and Bracing Recommendation available from Muss Plate Inethuts. 683 0' MITek Industries, Inc. Onofric Drive, Maclean, WI 63719 CtIt'0N`DN'I S31d1S(IONI �31IW Wdlti'-I'-66fi1"'"Z 'd8S Job Truss Truse Type M261 C6 CATHEDRAL moss lumber, REDDING, CA 96001 Ory PN 4^ 1 4,0.32 a Aug 9199 1-2-0�— 14.3.14 I 20-6-0 I 28-8-2 1 d1-0-0 2-0.0 14.3.14 6-2-2 8-2-2 12-3-14 f Sx3= 18891Psge 1 r Scale 2 1:17.7 6tdi= n Sxe = 8-1.12 84-8 22.8.0 3641-8 3741.14 41.0-0 8-1-12 0.1.12 14.2-8 14-2.8 0.3� 3-10.2 LOADING (psf) SPACING 2-0-0 CSI DEFL On) (loo) VdeA PLATES GRIP TCLL 16.0 Plates Increase 1,16 TC 0.48 Vort(LL) -0.21 2-13 )1476 M20 220/195 TCOL 7.0 Lumber Inorease 1.15 BC 0.48 Vert(TL) -0.35 2.13 >280 BCLL 0.0 Rep Stress ]nor YES WS 0.61 Harz(TL) 0.07 9 n/a SCOL 7.0 Code UBC/ANS195 let LC LL Mn Well 2 380 Wolghl: 189 Ib LUMBER TOP CHORD 2 X 4 DF No. 168tr-G BOT CHORD 2 X 4 OF No.1&Btr-O WEBS 2 X 4 OF Stud/Std-G BRACING TOP CHORD Sheathed or 6.0.14 on center pudln spacing, BOT CHORD Rigid ceiling directly applied or 8.0-0 on comer bracing. REACTIONS (lbleize) 2=21/0-3-8, 13=1493/0-3-8, 9=1027/0-3-8 Max Horz 2■l62Qoad case 4) Max UpllR2■-1270oad case 6),13■ 300(load case 6), 92.400(load case 5) t Max Grav2=127Qoad case 6), 13=14930oad case 1), 9nl027(load case 1) f FORCES (lb) - First Load Case Only - TOP CHORD 1-2=20, 2-3uB98, 3-4•-404, 4.6-831, 6-6&-1034, 6 -7■ -1208, 7.8.260 BOT CHORD 2.13■ -620. 12.13■ -698, 11.12.381, 10-11■1139, 9.10■ -304, 8 -8■ -230 WEBS 3 -13= -1174,7 -8= -848,3 -12=1081,4 -12= -588,4 -112398,6.112636,8.112.160,6.10■ -281,7-1021372 NOTES 1) This truss has been checked for unbalanced loading conditions, ` 2) This truss has-been deralgried for the wind loads generated by 80 mph winds at 25 R above ground level, using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 A by 24 ft with exposure C ASCE 7.93 per UBC/ANS195 H and verticals or cantilevers exist, they are exposed to Hund. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase to 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This lruas has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8. UBC -94, 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of trues to bearing plate capable of whhstanding 127 Ib uplift at joint 2, 300 Ib uplift at joint 13 and 4001b uplift at joint 9, 7) This trues has been designed with ANSVTPI 1-1986 o4tede. Standard WARNING - Verify ryirlgrr paranrcan and READ NOTES ON THN AND RFVFRSE SIDE BEFORE 1/,SE. I Cc -inn ,Jid for use only with MITek connectors. This design is based only upon parameters &hewn, and is for an individual !id3ing cornponent to ba installed and loaded vertically. Applicability of dosign parameters and proper Incorporation of ��• Ieon pones+ is re<.ponslblilty of building designer - not truss designer, Bractng shown Is for lateral support of individual web 1 members only. Additional temporary bracing to lneurs stability during construction Is the responsibility of the erector. Additional I p:,mancnt bracing of the overall structure is the responsibility of the building designer. For general guidarws regardlrri fabrication, quality control. swrage, delivery, erection, and bracing, consun OBT-68 Oualfty etendard, DSB-69 Bracing . Speaification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 589 D' MITek Induatries, Inc, 4notrlo Drive, Madison, WI 53719 Of 1 d-0It-ON 13I*81SHNIA311N Mt:l -6661 'Z 'des• ---- Job Trues M261 CS Truss Type . V CATHEDRAL LOADING (pe>) Qty 1 ply 1 DEFL (n) poc) Vden PLATES GRIP R1983884 Toss lumber, REDDING, CA 96001 Vert(LL) 0.26 14 -999 M20 2201196 4.0.32 s Aug 9 1999 WtiTek Industries, Inc. Wed Sep 0109:40:02 1999 Page 1 l•2-0-0 12-3-3 18.4.9 20.8-0 25.11.7 31.4.13 41.0-0 State a 1:82.7 2-0-0 12-3-3 4-1-7 4-1-7 5.9.7 5-5.7 9-7.3 6xb = Connect truss to girder a with Simpson or equal 3x41 77-4i� zg hanger. 3xd 6.00 12 5 3xd i 7 3xd , 4 3xA� 9 3 1 1. 3x4 f9 9 16 1• II o �t to 3xd 1 1. 11 4II 1. II 124 to fp • 1 4x5= 17 3rd, d,00 t2 1.5xd I1 1t 4t6- 6x9 - 3xd� SIB= 8.3.8 i 22.80 36.8.8 41-0-0 83.8 14-2.8 14-2.6 4.3.8 PIsIe OffsetBNY): [2:D-1-0,edgel, [1D:D-1-o,edgel,[71:D-0-12.0-2-2] LOADING (pe>) SPACING 2.0-0 CSI DEFL (n) poc) Vden PLATES GRIP TCLL 18.0 Plates Increase 1.15 TC 0.49 Vert(LL) 0.26 14 -999 M20 2201196 TCOL 7.0 Lumber Increase 1.15 Be 0.61 Vert(Q -0.48 14 e999 BCLL 0,0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.29 10 Ne ,.- BCDL 7.0 Code UBC/ANSI96 1st LC LL Min Vdefl = 380 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No,ldBtr•0 TOP CHORD Sheathed or 33.12 on center purlin spacing. BOT CHORD 2 X 4 DF No.186tr-G . BOT CHORD Rigid ceiling directly applied or 8-4-7 on center bracing. -WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-d _ i REACTIONS Ob/size) 2.1320/0.34, 10■1221/0-3.8 Max Hors 2=162(load case 4) Max Upli(t2=-401(loed case 5), 10=4981(loed case 5) FORCES (lb) - First Load Case Only TOP CHORD 1.2=20, 23=-2146. 3.4=-2401, 4-fi=-2411. "-2150,9-7-2988, 7-8=3248.8-9=-3238.9-10=-2360 BOT CHORD 2.17x1908, 1&11.1992, 16.16■2264, 14-16x2274, 13.14■3083, 12-13=3051, 11-12=2155, 10.11=2087 WEBS 3-17=-548.9-11=-616,3.16=312,4-16=.202, 4.15=12,5.150(i1, 5.14m.269,6.14e2209,7.14.301,7.1356.8-1312, 8.12.259,9.12E862 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 60 mph winds at 26 R above ground level, using 6,0 psf top chord dead load and 6.0 psf bosom chord dead load, 100 ml from hurricane oceenline, on an occupancy category I, condition I enclosed building, of dimensions 46 A by 24 ft with exposure C ASCE 7.93 per UBC/ANSI96 If end verticefs or cantilevers exist, they are exposed to wind. N porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase la 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 par bottom chord IW load nonconcurrent with any other live loads per Table No. 16-B. UBC -94. 5) A plate rating reduction of 205E has been applied for the green lumber members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 Ib uplift at Joint 2 and 298 Ib uplift at Joint 10. 7) This truss has been designed with ANSUTPI 1-1995 criteria. OQa01FE�$/� Standard ON I I %\L;0sseptember7r.1 9ji A WARNI/VG - Verify devign parameterr ani .READ NOTES ON THIS AND REVERSF, SIDE BEFORE USE � g pxe �,4 CNIL p Oaslpn valid for use only wIW MiTek connectors. This design is bseed only upon parameters shown, end Is for an Individual K,'u.J L ii�G �f;CAL� . laalnp component to br. installed and loaded ventrally. Applicability of design parameters and proper incorporation of gra - ts component is r-aponsibility of building designer • not truss designer, Bracing Shown to rot tateral support of indtvldualweb 1 menibere only. Additional temperrry bracing to Insure Stabllhv during construction Is the reeponetblllty of the erector. Addtonal V L" IIwm%snent bracing of the overall etructure is the responsibility of the building designer. For general guidance regarding i�"" laltricedon, ttuslrty control, storage. delirvery, erection, end bracing. consult OST -88 Ouallty standard, DSB-89 Bracing •• :� Specification, and HIB -91 Handling Installing and Bracing Recommendetlon available from Truss Plate Institute, 583 0' MITek Industries, Int. i Onofrio Drive, Madison, WI $3718 '. 8ti%LE d-"£51ti'oN SNI S3181S(IONI �311W WdGb-:1 -6661 '� daS Job Truss Truss Type Qty Py M261 C7 DBL. FINK 5 1 moss lumbar, 5 4.0-32 a Aug 9 1999 MiTek R1983885 1-2-0.01 7.2-5 i 13-10-2 i 20.0-0 1 27.1.14 33.9.11 41.0.0 Scala =1:77.7 2-0-0 7-2-5 8-7-14 6.7.14 8.7.14 6-7-14 7-2.5 t -12 3x4= 11 3X4 = 10 3,14 - Connect truss to girder with Simpson or equal TM Z� hanger, 1.5v4 1/ 7 .9 3x4 - 8-6-4 16.8.1 24.6-15 32-6-12 41 -0-0 8-6-4 7.11-13 7.11.13 7-11.13 8.6.4 LOADING (pso SPACING 2-0.0 Cal DEFL Cin) floc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.42 Ven(LL) -0.17 10-11 X999 M20 220/195 TCDL 7.0 Lumber Increase 1.16 SC 0.62 Ven(TL) -0.3310-11 X999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.09 8 n/a BCDL 7,0 Code UBC/ANSI95 let LC LL Min Udell = 360 Weight: 202 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No,18Btr-G TOP CHORD Sheathed or 3.11-4 on center purlin spacing. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 9-7-13 on center bracing. WEBS 2 X 4 DF Stud/Std-G i REACTIONS (lb/alze) 2-132010-3-8,8=122110-3 -8 Max Horz2■1620oad case 4) Max Uplltt2a-401(load case 6). So-2980oad case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=20, 2-3=-2184, 3-4=-2068, 4-5=-1578, 5-6=-1578, a -7m-2088, 7 -Se -2184 BOT CHORD 2.12.1941,11.12.1680,10.11■1197, 9-10■15B0, 8.9.1941 WEBS 3.12■-266,4.12.444.4-11■-472.5.11w593.S-lOn583,6-10n-472.6-9=444,7-9=-255 NOTES 1) This truss has been checked for unbalanced loading conditions. - 2) This trues has been designed for the wind loads generated by 80 mph winds at 26 ft ebme ground level, using 6.0 pst top chord dead load and 5.0 psf bottom chord dead land, 100 ml from hurricane oceanlins, on an occupancy category 1, condition I enclosed building, of dimensions 45 h by 24 M with exposure C ASCE 7-93 per UBC/ANSWS If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they ere not exposed to Wind. The lumber DOL Increase is 1.33, and the plate grip Increase In 1,33 3) All plates are M20 plates unless othenMse Indicated. 4) This truss hes been designed for a 10.0 pet bottom chord live load nonoonourrent with any other live bads per Table No. 16.8, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 Ib uplift at Joint 2 and 298 Ib uplift at Joint 8. 7) This truss has been designed with ANSIrrPi 1-1996 criteria, OOOM StandardQ90FES pON _ �ertiber 99 I ® WARNING - Verify design p4vametm and READ NOTES ONTWSAND REVERSE SIDE BEFORE 1 SL•: s�*e y� '�,4 Cfi/ity ` P 0a:i,n valid for use only wim MITek connectors. This design Is be, -ad only upon parameters ehown, and is for an individual 1 IN i�F;CALIF aRldlr:q componcrtt to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of �� • _ rt s' cornponcnt is responslolllry of building designer, not truss designer. Bracing shown Is for lateral Support of individual •Rab mombera only. Additional temporary bracing to insure stability during construction Is the responsibility of me erector. Additional x- ,-rmanent brs6ng of the overall structure Is the responsibility of the building doelgner. For general guidance regarding 4.ecv r� fabrication, quality control, atorago, delivery, erection. and bracing, consult OST -8e Quality Standard, D56-118 Bracing _ Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Insthuts, 583 D' MITek Industries, Inc, Onotrto Drive, Madison, WI 53719 P/H "'d-Dit"ON ONl S31d1SHNl N311W Wd£ti:l -6661 'G 'd8S Job Truss 1Trues Type LAA I Fry ; R1983886 M261 VE DBL, FINK 7 1 moss lumber, REDDING, CA 95001 4.0.32 s Aug 91999 MITek Industries, Inc, Wed Sep 0100:40:04 1899 Page .1 I.2-0-0, 20.6.0 I 41-0-0 { Scale =1:77,7 240 20-6-0 20-6-0 Us= 17 r>n= 41-0-0 41-0-0 Ica •LOADINO(pso SPACING 2-0.0 CSI DEFL (n) Doc) VdeO PLATES GRIP TCLL 16.0 Plates Increase 1.16 TC 020 Van(LL) n/a - n/a M20 220/196 TCDL 7.0 Lumber Increase 1.15 BC 0.09 Ven(TL) 0.04 1.2 X601 BCLL 0.0 Rep Stress Incr YES WS 0.07 Horz(TL) 0.00 n/a BCDL 7.0 Code UBC/ANSI95 (matrix) tat LC LL Min Well = 380 Weight: 324 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.168tr-G TOP CHORD Sheathed or 6.0.0 on center purlln spacing. BOT CHORD 2 X 4 DF N0.16Bir-G BOT CHORD Rigid ceiling directly applied or 6.0.0 on center bracing. QTHERS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 16-47.16-48. 14.49, 18-46,10-45, 20-44 REACTIONS (1b/size) 2=225/41-0-0, 47=79/41-0-0, 48■80/41-0.0, 49.80/41-0-0, 50=80/41-0-0, 61=80/41-0-0, 62.80/41.0-0, $3■80/41.0.0, 54=80141-0-0, 65■80/41.0.0, 56■80141.0.0, 57■81141-0-0, 58=78141-0.0, 69■97/41-0.0, 60.41/41-0-0, 48=79/41-0-0, 45=80141-0-0, 44■80141.0-0 Max Horz 2■280(load came 4). 59■-20oad case 6) ` Max Uplifl2=-96(load case 6), 48■-36(load case 5), 49=340laad case 6). 50■-31(load case 4), S1■310oad case 4), 52=-310cad case 6), 63m-31(load case 5), j 54=.310oad case 4), 55=-31(lood case 5), 56■-300cad case 5), 57=-33(loed case 4), 68■-220oad case 5), 59--74(load case 4), 46■36(load case 5), 44=-34(tood case 6) + Max Grev48■810oad case 6), 49.800oad case 6), 50=800oed case 1), 51■80(load case 1), 52=800oad case 6), 63■80(load case 1). 54.80(load case 1), 66■800oad case 1), 56■800ad case 1), 57=81(load case 6), 68■780oad case 1), 59=970oad case 6), 60■820oad case 2), 46■790oad case 1), 45=810oad case 7), 44=800oad case 7) FORCES 0b) - First Load Case Only , TOP CHORD 1-2.40, 2-"---55, 3-4-28.4-6-29. 6-6-28.6-7-28. 7-B•-28, S-11=48,11-10-28, 10 -111 -28, 11.12■ -28,12.13••28, 113-10-28,114-15-28, 15-16=-28.10-170-27,17-18m-27,18-19-28, W20= -28,20-21-28.2i-22-26. 22-23-28, 23.24■ -28, 24-25••28, 25-26=28, 28-27=-28, 27.26••28, 28.29•-29, 29-30=-28.30-31 =34. 31-32-40 BOT CHORD 2.60-0, 69.60.0, 58.59.0, 57.58-0, 58-57=0.55-06■0, 64.66■0, 63.54.0, 52.53.0, 51-52=0, 50-51-0, 49.60■0, 48.49■0, 47.48■0, 46.47•4, 45.46■0, 44-45=D, 43.44-0, 42.43■0, 41.42.0, 40.41.0, 3940=0, 38-39=0, 37-36.0, 38-37-0, 36-38.0, 34-36■D, 33.34■0, 3233-0 WEBS 16-47=•58, 16-48-41.14-49-81, 13-60m.61, 12-51.61, 11-52= 81, 1053•-91, 9.54■ -61,8.53•-61, 7-56=61, 6-57=41, 5-58=-83, 4-59---85.3.60•-62,18.46-58, 1945■ -81, 20-44=41, 21-432-61, 22.42x-81, 23.41■ -61, 24 -40■ -61, 25-39=-e1, 26-38=-61, 27-37m-81, 2836--61.29.35•-65, 30-34-48.31-33=45 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This trues has been designed for the wind loads generated by 80 mph Wnds at 25 it above ground level, using 6,0 psf top chord dead toed and 5.0 pat bottom chord dead load, 100 mi from hurricane coeanllne, on an occupancy category I, condition I enclosed 10 building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANS196 If and venloals or cantilevers exist, they are 1 exposed to vvind. H porches exist, they are not exposed to wind. The lumber DOL inoresse Is 1,33, and the plate grip Increase Is 1.33 3) For studs exposed to wind, ase MITek'Standard Gable End Detail* 4) OJI plates are M20 plates unless othervvlse Indicated. Continued on page 2 e i September ,!9 WARNGV [; - Verify cit ig. pv,,.,tm and .PE:1 D ArO7,9:C ON THIS WD REVW c SIDE BEFORE USE ° 1'(,`(j NL Deslpn vend for use only -fib MITak connectors. This d:sign is based only upon parameters shown, and is for an individual 0; CAL�� u mrg co•tiounent to bn Installed and Ioaded verticalfy. Applicability of design perametem and proper Incorporation of 7 ®G ','mpereni Is responelbillry of bulldlnp designer - not irusa designer. Bracing shown is for lateral support of individual web E G mcmbers only, rwdhlonal temporary bracing to Insure etaDlllty Curing construction Is me responalblllty of the erector. Addltldnsl pe•msnent bracing of the overall structure is the reeponsIbIliry of thebuliding designer. For general guidance regarding <-s, fabrication, quality control, storage, dellvQey, ereetlon, and orecing, consult OBT4a Quality Standard, D8e-e9 Bracing { - r Specification, enc HIS Handling [metalling end Bracing Recommendation available from Truss Plate Institute, 883 D• 1MiT41k Indust/ es, hc• Onofrio Drive, Madison, WI $3719 - 8V6£ 'd—DIif'0N 0 N I S3181SnaNI N311W Wdbb:1 —6661 'G ' d 8 S JobTruss','......y TfUae ryp6 r '� � l i k 34 k L rl�.' J �'' • R1883888 N261 C7E DBL, FINK lam•_ _. moss lumber, REDCINO, CA 96001 '4.0-32 a Aug 91988 MITek Industries, Inc..Wed Sep 01 08:48:041999• Page 2 NOTES 6) All plates are 9.50 M20 unless otherMae Indicated. 9) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 on center. 8) This trues hes been designed for a 10.0 psf bottom chord live load nonooncurrent with any other Ilya loads per Table No. 16.0, USC -94. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 96 lb uplift at joint 2.36 Ib uplift at joint 48, 34 Ib uplift at joint 49, 31 Ib uplift at joint 60, 31 ib uplift at joint 51, 31 Ib uplift at joint 52, 31 Ib uplift at joint 93, 31 Ib uplift at joint 64, 31 Ib uplift at joint 55, 30 Ib uplift at joint 56, 39 to uplift at joint 57, 22 Ib uplift at jolni 68, 74 Ib uplift at joint 59, 35 Ib uplift at joint 45, 34 Ib uplift at joint 44, 31 Ib uplift at joint 43, 31 Ib uplift at joint 42.31 Ib uplift at joint 41, 31 Ib uplift at joint 40, 31 Ib uplift at joint 39, 31 Ib uplift at joint 38, 31 Ib uplift at joint 37,31 Ib uplift at joint 36, 33 lb uplift at joint 35, 23 Ib uplift at joint 34 and 63 Ib uplift at joint 33. 11) This trues has been designed with ANSUTPI 1.1996 criteria. Standard 4 l ®WARNING - Verify derign paramercn and READ NOTES ON THIS AND REVFXSE SIDEBEFORE USF COUNI Cet;lgn valid for use only with MlTett connemore. n..Ie design Is bored only upon parameters shown. and is tar an Individual �a8 �-q •wilding ownponent to be Installed and Waded vertically. Applicability of deeign parameters and proper Int4wration at r. � �iV� DEPAR f ? i`.'•; �a,y j e mpononi Is responsibility of building designer - not trues designer. Bracing ahown is for lateral support of individual web f ,r embus only. Additional temborery oracing to Insure stability during construction Is the responsibility or the erector. Addhional� Nrmsnent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding kbri,.akn, quality oanucl. storage, delivery, sroctlon, and bracing, consult OST-sa Quality Standard, Ds" Bracing !Specification, and HIB -at Handling Installing and Bracing Recommendation avallable from Truss Plata Institute,sego FAITek Induatrlaa, In C. �t a OP.otrio Drive. Madison, M 33718 ����D/D A-0WON oNI S31d1S(IONI N311W W V:1 —6661 'G 'd8S — JobLDr. as Trues Type 5e 00' '. DEFL (N) poc) I/defl PLATES GRIP TCLL 16.0 Plates Increase ., . Vart(LL) -0,08 11.17 X999 . R1983880 M261 FINK 1 ' ' 1ply 1�` .-2-0.0 I 6-1-3 +t.oa 16-2-12 I 0.0 24-0-0 I 2-0-0 8.1.3 a-10.13 6.2.12 3-9-a 2-0-0 dX811 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JCINT(S). • ..ate_ ..,.,,,..,�. 3x4 = 5X5 = 7.8.12 143.4 I 22-0-0 7-8-12 8.617 7-8.12 LOADING (peQ SPACING 20-0 CSI DEFL (N) poc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.18 TC 0.20 Vart(LL) -0,08 11.17 X999 M20 220/195 TCOL 7.0 Lumber Increase Ilia BC 0.41 vorm) -0.15 218 aa99 BOLL 0.0 Rap 8tr ss Inor YES WB 0.15 Hcri:M) 0.02 15 Ne SCDL 710 Code USC/ANSI96 tat LC LL Min Vdefl - 380 Wtlghk 165 Ib LUMBER BRACING TOP CHORD 2 X o DF No.laBtr.G TOP CHORD Bheatned or 640 on canter puffin spacing. BOT CHORD 2 X 4 OF No,16Btr-G BOT CHORD Rigid telling Miserly applied or 10.40 on canter bracing. WEBS 2 X a OF BUIV8114-0 OTHERS 2 X a OF StudlStd•G REACTIONS (Ib/el2e) 2-75010-34,11-760/0-7-8 May Hort 2•-68(losd case 3) Max Uplift 2e-262(lotd cane 6). 15•-262(loed case 6) FORCES (lb)- First L084 Case Only . TOP CHORD 1.2.20, 23•-1054. 34•-1054, 4-15 -1064, (x6=-920, 6.7.-920, 7.9-920, 6.9•-912. 9-i0•-912, 10.11=-912, 11.12-912, 12.15••1074. 1314•-1074, 14-15•-;074, 16-f6=20 BOT CHORD 218947, 17.18•Bdd. 1&17•ge5 WE68 6.14=2:2, 6-18=348, 8.77.31, 1217•-297 NOTES f This wan has been checked for unbalanced loading conONons. For surds exposed to wind, see MRek'8tancaro Gable End Dates' 3) All platen aro M20 plaice unlaee otherwise Indicated. 4) Gable etude spaced at 1-4-0 on center. 6) This truss hes been designed for a 10,0 psi bottom chord live load nonconcurrentwltn any odlar live loads per Table No. 16.8. UBC -94. 8) A plata rating reduction of 20% has been applied tar the green lumber members, 7) Provide mechanical connection (by others) or trues to baring plate capable of withstanding 262 Ib uplift at joint 2 and 262 Ib uplih at Joint 16. • 8) This Um hoe been designed with ANSVTPI 1.1996 erterls. LOAD CASE($) Standard aa. a i, �.� OV V -•J `if r V tl � i WAILNINC - Verify ddsigw parasaerers and READ NOTF-S ON THIS AND RFVF.RSE SIDE BEFORE USE. ��&elgn valid for use only wM MITek connectare. This designs basso only upon parameters shown. and 19 ter an Individual 1L BiFE�� 't,9= —Crinis-• Lutk'1,1g component to ba Installed dna loaded verdeally, Appllcebllny of des'gn parameters and proper incorporatlon of ales,, component Is ro Additional t m buildiorary b acing to -not «tae designer. Bracing shown to for lateral support of individual . web mamberF only, Addmonal temoorery bracing to Insure stability during conauuctlon Is the reaponelDllhy o1 die erector. Addhionel r pwrnsnont bracing of rho overall structure Is the responsibility of the building designer. For general guidance regardingK-M H1 s faoricatlon, quatlty control, storage, dellvery, erealon, and bracing, consult GOT -08 Oualhy Standard, DOD -09 Bracing .f SpecHicsticn, and HIB -91 Handling Installing and Bracing Recommendation available from TTuas Plate Institute, 688 D• FMITfk Industries, Inc. tOnofrlo Drive, Medlaon, WI 53719 —D/9 'd—DWON 'ONI S318isn N1 f311W Wd0:1 —6661 'G 'd8S Job ID Tuuss Truss Type M261 I FINK - moss Qty Fly 81883888 1 I 4.0-32 s Aug 9 1999 MITek Industries, Inc. Wed Sep 01.09:46:06 1888 Pace 1 2-0 0 5-9 4 11-0-0 16-2.12 22.0-0 24-05Dale - 1:44.3 2-0-0 B-9-4 5-2-12 5-2-12 5.9.4 2.0.0 ax4= axe - Dxa= I$ 7-6-3 14.5.13 i 22.0.0 , 7.8-3 9.11.11 7.8.3 Plate Offsets fX Y): (8:0-2-8.0-3.01 LOADING (psf) SPACING 2-0.0 C81 DEFL On) (loo) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 022 Vsrt(LL) •0.08 6.8 "as M20 220/185 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Ven(TL) -0.14 6.8 a-888 BOLL 0.0 Rap stress Incr YES WB 0.15 Hcrz(TL) 0.02 6 n/a BCDL 7.0 Code UBC/ANS195 1st LC LL Min Vdefl = 380 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.l&Btr•G TOP CHORD Sheathed or 8.0=0 on center purlin spaoing. BOT CHORD 2 X 4 OF No,1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (Ib/alze) 2=75010-3.8, 6=750/0.3-8 Max Horz 2a-670oad case 3) Max Uplift2•-262(load case 6), e-2e2t1oad case 6) FORCES Ob) - First Load Case Only TOP CHORD 1-2=20,2-3=-1023,3-4=-991,4-5=891.5-6=-1023,6-7=20 BOT CHORD 2.9■908, 8.90623, 8.8■908 WEBS 3.9■ -208, 4.9■326, 4.8.326, S-6 -208 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph wlnda at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 pef bottom chord dead load, 100 ml from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 h by 24 ft with exposure C ASCE 7.93 per UBGANSI96 0 and venlais or cantilevers exist, they are exposed to wind, If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Ail plates are M20 plates unless otherwise indicated. 4) This truss hes been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads per Table No.16-B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 Ib uplift at joint 2 and 262 Ib uplift at joint 6. 7) This truss hes been designed with ANSVTPI 1-1995 criteria. Standard ®WARNING - VsrTfy design pa►amerm and AE4D NO.TF.S ON THIS AND RT•VFRSE SIDE BEFOAE USE. DoRlgn veltd for use only with MITek connectors. This design is based only upon perametere shown, and Is for an individual r.0:lrling co-nponent to be Inetelled and loaded vertically. Applicability of design parameters and proper Incorporation of 1 mponem le L responsibility of building designer - not truss designer. Bracing shown to for lateral support of Individual web 11 members only. Additional temporary bracing to insure swblllty during construction is the responsibillry of the erector. Addltlonal � ;nc�rmbnant bracing of the overall etructure is the responelblilty of the Duilding designer. For general guidance regarding f fabrication, quality ventral, storage, delivery, erectlon, and bracing, coneuh QBT-e8 Quality Standard, 095.69 eracbtg f Specification, and HIB -91 Handling instelling and Bracing Recommendation available from Tube Plate Institute, 663 D MITek Induetrlee, iris s Onotrlo Drive, Madison, WI 53716 r IDOnR O� G P/£b 'd D It' ON 'DNI S3181SHNI N31101Wd9ti:1 -6661 'G 'd8S Job I ruse truss type vey +r M261 DO MOD. QUEEN * ".•; 1 2 moss lumber, REDDING, CA 96001 4.0-32 a Aug 9 1999 MiTek Industries. Inc. Wed Sep 01 09; t 4-5-5 l 7-8-11 11-0-0 I 14.35 17.6.11 22-0.0 4-5.5 3.3.5 33-5 3-3-6 33.5 4-5-8 4x9 I I 4x9 " 4x8= 4x8- IW0= toxic= 10x110= 4118= 6-1-0 11.0.0 16-11-0 22.0-0 6-1-0 4-11-0 4.11.0 6-1-0 81983889 371999 Pagel 8cele o 1:43.3 Plate Offsets (X,r: [I:0-0-0,0-0-41, [1:0-8-0,0.3-41,13:0.1.4,0.1.81, [5:0.1.4,0.1-81, [7:0-8-0,0-3.41, r7-0-0-0.0-0-41, [8:0-6-0,044, [9:0.3-0,0 5-e], [10:0-5-0,0.6.8] LOADING (paf) SPACING 2-0-0 FORCES (lb) - First Load Case Only C31 DEFL On) Doc) Udell PLATES GRIP TCLL 16.0 Plate& Increase 1.15 NOTES TO 0.40 Ven(LL) 0.17 9 3,999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 3) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 5.0 paf top chord BC 0.82 Verl(TL) -0.28 8-9 3,922 BCLL 0.0 Rep Stress Incr NO 1.33 WS 0.83 Horz(TL) 0.06 7 n/a SCDL 7.0 Code UBC/ANSI95 6) A plats rating reduction of 2041, has been applied for the green lumber members. 7) WARNING: Required bearing size at Jolnt(a) 1, 7 greater than input bearing size. 1st LC LL Mln Vdefl it 360 Weight: 261 Ib LUMBER TOP CHORD 2 X 4 OF No.18BIr-G BOT CHORD 2 X 8 OF SS -G WEBS 2 X 4 OF Stud/Std-G "Except' 4.9 2 X 4 DF No. 13Btr-d BRACING TOP CHORD Sheathed or 3-9-9 on center purlln spacing. BOT CHORD Rigld telling directly applied or 10-0.0 on center bracing. i ii�epief710erlL,l b I �J .,1 r N: Y ® w4kivING - Vert y defigrt paramerm and RF4D NO7-F.S ON THIS AND REVERSE SIDE BEFORE t%Sr. J�� CryJL P Oealpn valid for use enN wim MITek connectors. This design is based only upon parameters shown, and is for an Individual ss ` E( rulldng ccmponen[ to be insrailed end foeded vertically. Apd biliry of design paraiTtetera and proper incorporation of �.•- " ` � � 411 ' QF'CALJ* component Is r6sponalDlllry, of buliding designer - not trues designer. Bracing shown Is for lateral support ei Individual web�q, �w pr .mbar& only. ing of t temparnst bracing to insure stability during construction is the ror g n general g of the erecter. wdditienel � fie/ ' � Farmancm bracing of nc� nveroll structure is the reaponelbllhy of the building designer. For general puldanca rapardin9 Ab6refion, gtstity control. etorege, delivery• erection, sed bracinp, consult OST-& Ouatlty Standard, DSB-e9 Bracing s.... 6peciflcation, and HIB -91 Handling Installing and Bracing Recommendation available from Trues Plate Irtsiltute, 593 D' MITek Industries, Inc. t Onofrlo Drive, Madison, w1 53719 "DM 'd—DWON ON] S3181SHN1 f311W MP:1 —6661 Z 'dBS REACTIONS (lb/Bize) 1=8953/0-3.11 (Input: 0-3-8),7w6953/041-1 I (input: 0-3.8) Max Horz 1=56(loed case 4) Max Upllitl•-2103(load case 5), 7=-21030oad vase 6) FORCES (lb) - First Load Case Only TOP CHORD i-2--11587.2-3=-11445.3-4d-7840,4-So-7840,5.6=-11445,8-7--11687 BOT CHORD 1-10=10409, 9-10=8736, 8.9.8736, 7.8.10409 WEBS 2.10•-264,3-10.3742,3.9■-2617,4-9=8881.6.9■•2817.5.8■3742,6-B=-284 NOTES 1) 2 -ply truss to be connected together with 0,131X3' Nalls as follows: Top chords connected with 1 row(e) at 0-9-0 on center. Bottom chords connected with 2 now(s) at 0-8.0 on center. Webs connected as follows: 2 X 4.1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditional. 3) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 5.0 paf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceenline, on an occuponoy category I, condhion I enclosed building, of dimensions 4S It by 24 R with exposure C ASCE 7.93 per U8C/ANSI95 H end verticals or cantilevers exist, they are eVosed to wind. If porches wdet, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 4) All plates are M20 plates unless otherWise Indicated. 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16.8, USC -94. 6) A plats rating reduction of 2041, has been applied for the green lumber members. 7) WARNING: Required bearing size at Jolnt(a) 1, 7 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2103 Ib uplift at Joint 1 and 21031b to uplift at joint 7.�� 9) This truss has been designed with ANSUTPI 1-1995 criteria. r Standard Continued on page 2 i ii�epief710erlL,l b I �J .,1 r N: Y ® w4kivING - Vert y defigrt paramerm and RF4D NO7-F.S ON THIS AND REVERSE SIDE BEFORE t%Sr. J�� CryJL P Oealpn valid for use enN wim MITek connectors. This design is based only upon parameters shown, and is for an Individual ss ` E( rulldng ccmponen[ to be insrailed end foeded vertically. Apd biliry of design paraiTtetera and proper incorporation of �.•- " ` � � 411 ' QF'CALJ* component Is r6sponalDlllry, of buliding designer - not trues designer. Bracing shown Is for lateral support ei Individual web�q, �w pr .mbar& only. ing of t temparnst bracing to insure stability during construction is the ror g n general g of the erecter. wdditienel � fie/ ' � Farmancm bracing of nc� nveroll structure is the reaponelbllhy of the building designer. For general puldanca rapardin9 Ab6refion, gtstity control. etorege, delivery• erection, sed bracinp, consult OST-& Ouatlty Standard, DSB-e9 Bracing s.... 6peciflcation, and HIB -91 Handling Installing and Bracing Recommendation available from Trues Plate Irtsiltute, 593 D' MITek Industries, Inc. t Onofrlo Drive, Madison, w1 53719 "DM 'd—DWON ON] S3181SHN1 f311W MP:1 —6661 Z 'dBS Job Truss Truss Type tory cry. R7983889 M261 = DO MOD. QUEEN 1, ' mora lumber, REDDING. CA 96001 • 4.0-32 a Aug 81999 MTek Industries, Inc. Wed Sep 0109:46-07 1999 page 2 Standard 1) Regular: Lumber Increase=1.15, Plate Inoreaseei.15 Uniform Loads (pl0 Vert: 1-10-594.6. 9-106-594.6. 8-9=594.6, 7-8=-594.8, 1.23.413.0, 2-3-46.0.3-4-46.0,4-5-46.0, 5.6a-46,0, 6-7=-46.0 a a4" �" • • im t Fl tl VT>. # DING DEQ F - j ® WARNING - Verify design paramererr and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Q CeSign valid for use only with MiT6k connectors. Trtls design Is Dosed only upon parameters show n, and is for an individual a�;ldf g canponent Io be installed and loaded vertically. Apvllceaillty of design parameters and proper Incorporailon or av a 4 3 component is responsibility of building designer - not trues oeebaner. Bracing shown Is for lateral support of individual Web member9 only. additional temporary bracing to Insure stability during construction Is the responsibility of Me erector. Addnlanal permanent bracing of the overall structure is the responalblllty of the Dullding deslgner. For general guidance regarding morleatlon. quality control, storage, delivery, erection, and braclnp, consult 06T•68 Quality Btshdard, 058.89 Bracing 3pecitiaatiun, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Placa Institute, 383 D' MIT9k Industries, Inc. Onotrio Drive. Madison, WI 53719 'd—D W O N ON] S3181SAGNI �311W Wd[ti:l —6661 'G 'd@$ J00 1;rue's , runa type tity rry M261 E KINGPOST 1 1 R1983891 r' Toss lumber, REDDING; CA 98001 4,0-32 a Aug B 1999 MITek Industries, Ino. Wed Sep 0109:46:06 1999 Page 1 -2:0.0 4.4-0 8-8-0 10-8-0 Scale ■ 1:20.8 2.0.0 4-4-0 4-4-0 2-0.0 0 30 = 8-8-0 I� LOADING (psr) SPACING 2.0.0 CSI DEFL Qn) floc) Weil PLATES GRIP TCLL 1810 Plates Increase 1.1S TC 0.20 Ven(LL) rye - n/a M20 220/195 TCDL 7,0 Lumber Increase 1.15 BC 0.02 Ven(TL) 0,06 1-2 x448 dead food and 5.0 pet bottom chord dead load, 100 ml from hurricane oceanllne, on an occupancy category I, condition 1 enclosed BCLL 0.0 Rep Stress Incr YES WB 0,03 Hor2(rL) 0.00 n/a BCDL 7.0 Code UBC/ANSI96 (Metrix) 1 a LC LL Min Well ■ 360 Weight: 38 lb LUMBER BRACING TOP CHORD 2 X a DF No.1&Str-G TOP CHORD Sheathed or S-O.O on center purlin spaoing. BOT CHORD 2 X 4 DF No.1 dBtr-G BOT CHORD Rigid calling directly applied or 8.0-0 on center bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS gb/alze) 2.219/8-8.0, 8■219/8-8.0, 12■99/8.8.0, 13=3218-8-0, 11=99/8-&0, 10=3218-8-0 Max Hors 2■131 goad case 4), 8=-131 goad case 3) Mat Upl-in2=1700oad case 5), 8-1700oad case 5), 12■-60Qoad case 4),11•-600oad case 3) Max Orav 13e730oad case 2), 11■99goad case 1), 10■73(load case 2) FORCES (lb) • First Load Case Only TOP CHORD 1-2=40, 2-3=57, 3-4a18, 4.3••20, 5.6■ -20, 6.7■ -8, 7.Se-67, 8.9.40 BOT CHORD 2-13=0, 12-13=0, 11-12=0, 10-11.0, 8-11 ONO WEBS 4 -12■ -82, 3 -13■ -3, 6.11■ -82, 7 -to■ -3 NOTES 1) This truss has been chocked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph rinds at 25 ft above ground level, using 6.0 psf top chord dead food and 5.0 pet bottom chord dead load, 100 ml from hurricane oceanllne, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 n with exposure C ASCE 7-93 per UBC/ANSI95 If and vsnloals or cantilevers sAst, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase is 1.33 3) For etude exposed to wind. see NIITek "Standard Gable fend Detail" 4) All plates are M20 plates unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 on center.. 7) This trues has been designed for a 10.0 pal' bottom chord live load nonoonourrent whh any other [Iva loads per Table No. 18-8, UBC -94. B) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (ry others) of truss to bearing plate capable of vdthstanding 170 Ib uplift at Joint 2, 170 Ib uplift at joint 8, 60 Ib uplift at joint 12 and 60 Ib uplift at Joint 11. QRQIr $f0 10) This trues has been designed with ANSVTPI 1-1996 oriterie,pQJ1jF Standard 'RE September, 2; 99 ?4i CIVIC �+. A WARNING - Verify design parameters rind ML) NOTES ON THIS AND REVEZE SID,' l uom t7,« e` ENproper f iealpn yslld for use only whin MiTart connectors. This design is based only upon parameters shown, and to for an Indh9dual .uiMinq mnp0nont to oe Installed and loaded v'Irdcally. Applicability of design Parameters and p ro r Inco ��•• incorporation rporationoP - �.�Ft .• �"- 1 comi;vnenr is responsibility or building designer - not truss designer, Bracing anown Is for lateral support of individual web ( rtG�flllF mernF✓trs enty, AOdltlonal temporary bracing to Insure stability during construction Is rhe responsibility of the erector. Add'tienal I •emtsnnnt bracing 0: the 0varall structure Is the responsibility of the building designer. For general guidenoe regarding i bbrinaiio% quality control, storage, delivery, 'Irectlon.'Ind bracing, consult OST -99 Quality gtanderd, DSB-89 Bracing ( Specification, and HID -91 Handling Installing and Bracing Recommendation available from Trues Plate Institute, N3 D' MITek Industries, Inc. Onofdo Drive, Madison, WI 53719 ~�D/D °d—DWON DNI OLSO Nl fliIW Wd8t:1 —6661 'G 'd8S---- t ruse r ruse t ype 'wry pry R1983892 - Ea � COMMON moss lumber. REI 4.0-32 a Aug 9 1899 MITek Industries, Inc. 4.4.0 8.8.0 4.4.0 4 4A SxS= 4x8 = Scale a 1:18.3 LUMBER TOP CHORD 2 X 4 OF No.186tr-G BOT CHORD 2 X 8 OF No.16Btr-O WEBS 2 X 4 OF Stud/Sld-G REACTIONS (lb/size) 1.2883/0-3-8, 3=268310-3-8 i Max Horz 1=220oad case 4) • Max Upllfl1■-6550o2d case 5), 3■•65Spoad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2--3827, 2.3--3827 BOT CHORD 1-5-3414, 4.5-2409, 3.4.3414 WEBS 2-5=1918, 2-4=1918 BRACING TOP CHORD Sheathed or 3.0.6 on center purlln spacing. BOT CHORD Rigid celling directly applied or 9-1-2 on center breoing. e NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pat top chord dead load and 5.0 pat bottom chord dead load, 100 mi from hurricane oceenlins, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBC/ANSI95 If end verticals or cantilevers mdet, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated, 4) This truss has been designed for a 10.0 psf bottom ohord live load nonconourrent with any other five loads per Table No. 15-8, UBC -94. 6) A plate rating reduction at 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of trues to bearing plate capable of wlihstanding 655 lb uplift at joint 1 and 665 Ib uplift at joint 3. 7) This truss has been designed with ANSVTPI 1.1996 orheria, Standard 1) Regular. Lumber Increasen1.16, Plate Increase=1.15 Uniform Loads (pI0 Ven: 1 -5■ -594,6, 4.5•-594.6, 3.0-594.6, 1.2-46,0, 2.3■46.0 MALL I ®WRRNING - Vrrlfy dadgn paramerers and R") NOTES ON TNI S AND Rl- VFRSF ,S1DE Bl� FORfi (IST 0eelg i valid tnr rsc only vrhh MiTak connectors. This design is based only upon parameters shown, and is for an Individual comp*nsnt to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of r. campdnenl is responsibiliry of Dullding designer - not truss designer. Bracing mown Is for lateral support of individual web rrembers only. additional temporary bracing to Insure arablilry during construction is the reeponetblltry of the erector. pddifional � r ;merv,nant bracing of mo overall structure is the rosponslbility of the building designer. For general guidance regarding ! ir,bntation, quality oentml, storage, delivery. erection, and bracing, consult OBT-88 Quality Standard, D88-09 bracing GpQ01cation, and HIB -et Handling Infilmiling and Bracing Recommendation available from Trues Plate Insthute, 583 D• MITek Industries, Inc. onoRlo Drive Riad' WI 51 ,put FIE OFSS/p� DONf� 7 , Ison. 71 a '� 8ti/8ti A -D W ON :SNI S3181SOON I f311W 48t: 1 -6661 • Z d8S- -- 3.2-3 3-2-3 5-5-13 2.3.11 8.8.0 3-2-3 Plate Ofisete (X,lO: (1.0-4-0,0-1-151,13:044 0.1.151 LOADING (psQ SPACING 2-0-0 CS1 DEFL (In) (loo) udefl PLATES (TRIP TCLL 18.0 Plates Increase 1.15 TC 0.38 Ven(LL) -0.05 4-5 499 M20 220/195 TCDL 7.0 Lumbar Increase 1.15 BC 0.82 Ven(TL) -0.09 4-5 >999 BCLL 0,0 Rep Stress Inor NO WS 0.85 Horz(TL) 0.02 3 Na BCDL 7.0 Code UBCIANS195 1st LC LL Mtn Vdefl ■ 360 Weight: 38 Ib LUMBER TOP CHORD 2 X 4 OF No.186tr-G BOT CHORD 2 X 8 OF No.16Btr-O WEBS 2 X 4 OF Stud/Sld-G REACTIONS (lb/size) 1.2883/0-3-8, 3=268310-3-8 i Max Horz 1=220oad case 4) • Max Upllfl1■-6550o2d case 5), 3■•65Spoad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2--3827, 2.3--3827 BOT CHORD 1-5-3414, 4.5-2409, 3.4.3414 WEBS 2-5=1918, 2-4=1918 BRACING TOP CHORD Sheathed or 3.0.6 on center purlln spacing. BOT CHORD Rigid celling directly applied or 9-1-2 on center breoing. e NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pat top chord dead load and 5.0 pat bottom chord dead load, 100 mi from hurricane oceenlins, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBC/ANSI95 If end verticals or cantilevers mdet, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated, 4) This truss has been designed for a 10.0 psf bottom ohord live load nonconourrent with any other five loads per Table No. 15-8, UBC -94. 6) A plate rating reduction at 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of trues to bearing plate capable of wlihstanding 655 lb uplift at joint 1 and 665 Ib uplift at joint 3. 7) This truss has been designed with ANSVTPI 1.1996 orheria, Standard 1) Regular. Lumber Increasen1.16, Plate Increase=1.15 Uniform Loads (pI0 Ven: 1 -5■ -594,6, 4.5•-594.6, 3.0-594.6, 1.2-46,0, 2.3■46.0 MALL I ®WRRNING - Vrrlfy dadgn paramerers and R") NOTES ON TNI S AND Rl- VFRSF ,S1DE Bl� FORfi (IST 0eelg i valid tnr rsc only vrhh MiTak connectors. This design is based only upon parameters shown, and is for an Individual comp*nsnt to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of r. campdnenl is responsibiliry of Dullding designer - not truss designer. Bracing mown Is for lateral support of individual web rrembers only. additional temporary bracing to Insure arablilry during construction is the reeponetblltry of the erector. pddifional � r ;merv,nant bracing of mo overall structure is the rosponslbility of the building designer. For general guidance regarding ! ir,bntation, quality oentml, storage, delivery. erection, and bracing, consult OBT-88 Quality Standard, D88-09 bracing GpQ01cation, and HIB -et Handling Infilmiling and Bracing Recommendation available from Trues Plate Insthute, 583 D• MITek Industries, Inc. onoRlo Drive Riad' WI 51 ,put FIE OFSS/p� DONf� 7 , Ison. 71 a '� 8ti/8ti A -D W ON :SNI S3181SOON I f311W 48t: 1 -6661 • Z d8S- -- r • i NOTES: MAX. SLOPE/GRADE FON BEVELED 1 -PROVIDE LATERAL SUPPORT- FOR TOP rD 4 CHORD WITH SHEATHING (BY. OTHERS) HOTS: FOR CONNLCTION BOTTOM CHORD h.. Of VALLEY TNUSS 10 2 -MAX. WEB LENGTH ►717HO1JC.BRACB COMMON 141uSs St 2.4 No.2 DF -I, �--a_r 3 -THIS DESIGNBCHECKIEZ2D FOR 120 M.P.H_ DLIAIL=V 014"e co WIND LOAD. 2.6 NO -2 DF -L (DET.D) U) 4 -ALL PLATES ARE TO BE HITEK-2015 VALLrr --.--- r�� utrri0 TRUSS— DaiAIL•O- 1 Z 5 -BEVEL, VALLEY TRUSSES FOR PLACENENT vALLEY T USE NAILS ON COMMON TRUSS, OR USE OCT. -A- eWVEDQENA1LEu 7NUss yAx.11O L.Y.M. WIND) 6 -POR CONPIECTING VALLEY TRUSSES IQTHUS$%va-' TO COMMON TRUSS, USE DET. -B' OR -C- 7 IOdINAltS �� 7 -IF TOP CH RgD BLAjjTERAL BRACING ADD9PACI"G OF ITIONALS1AsQUIRED 04SBRAC OG IS)REQUIRED. UYtliku fComm 4.4 -6-1. ATERAL BRACING SHALL BE NAILED UCTA1L-A M MIN_ 2-10 NAILS. VAIILY -TNUSS v HURRICANE CLIA .-VE TA IL -.0 sj,Q CN(L �Q- 3.4 . 12 SOF CALKc�a 2 TO lzr — tn A F_ ALLEY TRUSS DETAIL 364 '•° pE lD . (U V Q] rd 6 „di Ut = �r �. .e ..1 .b d .ru.+4q ab aardl.v. !spa+� _d 6_111.. b n .� .fd q dn-ab bd... b 4 b /■ ti ,b..d btv117r.nov.bbsr,piwdnp►..n_ MIA dt. N �d Is.d.1p .� . 1 ✓rrrr M ph4 Mid ea. dr pd eA 10l 4M.q mL Ilw mrd.•. b.eS V~� U�.�Mipu Ems. b 4 �4A1M.e a1wM 1151 !C! Yd Mid. UNA 1&0 b�C i p yC}.�r mir b webd M Md map. r i.➢■ ay MO-ml"Fn d h vA dwn m A. he d Aa. d p•�MA �/. ,W ap .d p�op.t1 tr..d. N,i .1 p'•v+1l�d�Mdtibr� rd dlo..m.Ibd.vt Z .a. Mi?.& hI nA. ,4. Ed.rl�..il�uYdtrd w,w m m.rri N .z4. 'M.�1we'�'id� b IM lW1tr►+R Ir.d,'•. �f•r••� ■d mr�woi,. PANTIAI. HOOF LAYOUT rr-O■ 1011=0" 4.4 Or I. SYLICIL -- 3•S / • 2 3 8—SY111L At 01J E 3•5 4'-O qAM. ' ;^ 243 SL•E NOTE No. 2' 2.3 10'-1f 10 36'-O* w1a«..d w11.s•► MITek Industries. Inc. ■ .. V . Affi.nd n L,n4" n.d b,..v.l. 3140 Gold Ccdq Dr. 1140 Y.dlmh.^J . 1.,.e1nn b— wd,�.s �.r� R■ocfoGcdb�tiCAfSfJ9 ry.ct.afa. b, d •• d,..d ��.. SQlJ JSI FAX (f1l t12! d ,ua..a., wo• dd e.�o.e,�".bwtedill" K c"pisht (4 tm .. d1y •eDeeign AQ 0"TEA U8WHR WCU 1. 1113 IW 6aQ��. s Nau+nrs.. I= ZrAw ..mob 1 MOSS LUMBER TRUSS DEPT. FKOVIDE 2X4 DF LATERAL DKAGING KOOF SHEETING PER FLANS W/3 8d TO DLOGK DOTTOM 2X DLOGKING NOT KEOD: TOF TYF. EVEKY 16"-O°. W/ CONT. LAT, DKGG. FKEMANUFAGTUKED TRU55E5 6D 24" O.G. 2X FLOCKING W/ 4 8d TO DFL. TO BEAKING WALL DDL TDP PLATE 2X STUDS qD 16" OL. TYF. U. N. 0. 2X DFL TO,,/ FL -ATE'). NOTE: DKAGING TO PREVENT ROTATION �- LATERAL MOVEMENT IN AGGOKDANGE W/ UDG SEG. 2326.12.8 . NOT TO DE U5ED FOR HOIZONTAL, OK VEKTIGLE SHEAR TKANSFER . LATERAL BRACING DETAIL 1 ' 1 OCT.26.1998 1:22PM MITEK INDUSTRIES STANDARD GABLE END DETAIL, WIND SPEED 78 MPH, MEAN WALL KEICHT 15 FT. _ DIAGONAL OR L -BRACING INSTAi FD- FLArw m 0 2r O.G. wx ON GABLE END WITH Gl5 NL?DOOVERTCALREpUIRED NDTCKTOP TO TABLE 8EL01+YRQsO.0 MACWfl OVM STUDSEoALE D uFULL ILATIMED I X4 ON ONE FACE OR CONTINUOUS 2X4 Q OR IrM SCAB MUST BE ATTACHED TO ONE FACE OF 11PIE TOA CHORD IF GABLE STUDS 2X3 TY?. �ExCEEO 1 t1.O.C. AND A STUD DOES NOT FALL UNDER EACH NOTCK CONNECT SCAB WITH 1 -POW OF 100 COMMON WIRE NAILS SPACED AT 17 O.C. MAIC THE MAX OUTLOOKFR LEND 12 VARIES TO COMICS TR a0 rl0* A A j LU060 2 135 NO. 408 P.1 42tZz�q� TRUSSES AT 24' O.C. /2' PLYWOOD SHEATHINO w�o OUTLOOKERS 1 n3ftTlaDkEtLYq� �l (Ovli o6r. +2x4 LA AS END W I `nom p. H. FURRING STRIP OR LATH ` CONT. BEARINO. 3XB SPL. OPT. SPAN TO !'LATCH CCIVON TRUSS. 5c,1 � eAaa c-rin Truss TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS. S' O,C, VERTICAL STUD �- SECTION A -A. SPACING OF VERTICALS 12 INCH O.C. 16 INCH O.C. 24 INCH O.0 LATERAL BRACING NAILING SCH9DULE- VERT. HEIGHT. #i NAIL AT Q END UP TO 7'-8- .2 - 16d 7-8' - g -W 3 - 16d OVER 8'-5' 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. WITHOUT BRACE WITH LATERAL BRACE 5-7-2 14-3-22 5-1-e 12-4-12 WITH L -BRACE 1"-14 9-5-8 S-13-3 NOTE:3 FUwsH COPY OF THIS DRAW= TO CONTRACTOR XC- 1.VERT. HAD BESW CHECD FOR 89 HPH WIND LOAD, FOR.BRACING INSTALLATION t'�AN WALL HEIGmT .OF 15 FT, XND L/248 DEFL.. CRIT. q FOR .BR SHOWN T FOOCTIIDEUNCINEER aL TRUSS ONLY, 2,COiNECTION eEfti+EEN BOTTOM CHORD OF GABLE END CONSULT BLOC. NE0T FOR TRUSS AND WALL TO BE PROYILXO BT PROJECT ENGINEER TEMPORARY ANI] PERmANACING OF RODE ST; OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING `(PSF)O STR. INCR. 25 V. T.C. 2x4 Nm1 91 DF -L FI -95 Crit, TOP - 20 11 DRAWN BY I JB B.C. 2X4 xo.1 91 DF -L 3C-8ISOTTOM 0 1e CHECKED BY I JAI Webs 2X4 STUD/SrOX-F-1- SPACING2i Inch O.C. REP, STRESS- YES S�lD-�c�¢cass 0.14 Z=51 sr C�� Yo r� ?�F �"{ trca� �rzov ICS D i gsc PL r- Is b-rr"4r-_p-Tc a,J5- 751 vccoraTAr_.1- I ►J S,cGcr D w ,T'L� Use-' 'T�zsc.ro Z5- � drJ � -ZL�SS IS'Zlm-1':GYC.17 �O SKr. v�✓R1� . W �►L-+-.- r--lz ►`2•d �'P. Go,..►��GT1e'►� *'�+ C'Yl[��Lt OCT 2 ra } �u,y�>,•.^ ; �, � a.c�r{��irk sem_, .. i ®jam. r MiTeke 40 January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 3, a� ; t7F ;•.t' � is ..� �.r +aN.f* y c � ,. !�. ,t _ . RE: Trusses Supporting A.C. Loads RANCHO CORDOVA CA 95670 USA FAX 19161631 8225 TELEPHONE (916( 631 7811 MiTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with ,greater than 30!12 pitch. If you any questions, please contact me at 800-772-5351. Western����1►b�C \� OF MiTek 14ustries1k" 3033 GOLD CANAL DRIVE . SUITE 200 RANCHO CORDOVA CA 95670 USA FAX 19161631 8225 TELEPHONE (916( 631 7811 MiTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with ,greater than 30!12 pitch. If you any questions, please contact me at 800-772-5351. Western����1►b�C \� OF Symbols PLATE LOCATION AND ORIENTATION j)/' * Cenler plote on joint unless dimensions indicate otherwise. Dimensions are in inches... Apply ploles to both sides of. truss and securely seot::�...: *For 4 x 2 orientation, locate plates 1/e" from outside edge of truss and vertical web, * This symbol indicates the required direclion of slots in connector ploles. • For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE BEARING Indicates location of joints of which bearings (supports) occur. I 4 FORMO46.019 Numbering System J2 J3 J4 TOP CHORDS C? C3 J5 � WEBS 0 v ccO CL U O a o Ce Cr u F. - BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS AR.E NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85.75, 91.28 HUD/FHA I'CB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N "— TM -mask Inn//d((**��u\\stries, fnc. O �'iT��® — — /•lYDRO•A/R O CLA"G-MAIL 0 PANEL TM CLIP ,,General. Safety Notes` Failure to Follow Could Cause Property'';; Damage or Personal Injury 1. Provide copies of this truss design to the;;; ';ty building designer, erection supervisor, properlyMti::, owner and oil other interested parties.. _! "moi 2, Cut members to bear tightly against eacht`s��g other. 3. Place plates on each face of truss at each '?_-"� r-� joint and embed fully. Avoid knots and wone-mm-,, at joint locations. 4. Unless otherwise noted, locate chord spltcesp.t;i of t/4 pone[ length(* 6" from adjacent joint.);`4 5. Unless otherwise noted, moislure content'ofta,t';,. lumber shall not exceed 19% of time of fabrication.'' 6. Unless expressly noted, this design is not applicable for use with fire refordant or '= preservative treated lumber.:..t 7. Camber is a non•structurol considerotion dndr` is the responsibility of truss fabricator. Gene"ial;i:< r. practice is to comber for dead load deflecifon:;„ kir{r 8. Plate type, size and location dimensions; . - �. shown indicate minimum ploting requfremer-6`n:-f-" 9. Lumber shall be of the species and size, and1. ``x= in all respec Is, equal to or better than the, grade specified. • • •E ;:fir;,=��: �, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 1 1. Bottom chords require lateral bracing at it. spacing, or less, if no ceiling is Installed, +r; unless otherwise noted. 12. Anchoroge and/or load transferring connections to trusses nae the•re�ponslblllty of others unless shovl Ft' :. 13. Do not overloo':(o.of or 'floor trussos•wi}�t , stocks of con uc'tjon motd•r1ats. 14. Do not cut o alJer:jtuss member or, -plate without prior Q 'ro'ral of a;professionol "" • engineer. 15, Core should p'exQrtised In h'ondlirig` erection and 0 )Iptipn of'truss�s: i; ='• '`''= O 1993 Mitek Holdings; h. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints of which bearings (supports) occur. I 4 FORMO46.019 Numbering System J2 J3 J4 TOP CHORDS C? C3 J5 � WEBS 0 v ccO CL U O a o Ce Cr u F. - BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS AR.E NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85.75, 91.28 HUD/FHA I'CB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N "— TM -mask Inn//d((**��u\\stries, fnc. O �'iT��® — — /•lYDRO•A/R O CLA"G-MAIL 0 PANEL TM CLIP ,,General. Safety Notes` Failure to Follow Could Cause Property'';; Damage or Personal Injury 1. Provide copies of this truss design to the;;; ';ty building designer, erection supervisor, properlyMti::, owner and oil other interested parties.. _! "moi 2, Cut members to bear tightly against eacht`s��g other. 3. Place plates on each face of truss at each '?_-"� r-� joint and embed fully. Avoid knots and wone-mm-,, at joint locations. 4. Unless otherwise noted, locate chord spltcesp.t;i of t/4 pone[ length(* 6" from adjacent joint.);`4 5. Unless otherwise noted, moislure content'ofta,t';,. lumber shall not exceed 19% of time of fabrication.'' 6. Unless expressly noted, this design is not applicable for use with fire refordant or '= preservative treated lumber.:..t 7. Camber is a non•structurol considerotion dndr` is the responsibility of truss fabricator. Gene"ial;i:< r. practice is to comber for dead load deflecifon:;„ kir{r 8. Plate type, size and location dimensions; . - �. shown indicate minimum ploting requfremer-6`n:-f-" 9. Lumber shall be of the species and size, and1. ``x= in all respec Is, equal to or better than the, grade specified. • • •E ;:fir;,=��: �, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 1 1. Bottom chords require lateral bracing at it. spacing, or less, if no ceiling is Installed, +r; unless otherwise noted. 12. Anchoroge and/or load transferring connections to trusses nae the•re�ponslblllty of others unless shovl Ft' :. 13. Do not overloo':(o.of or 'floor trussos•wi}�t , stocks of con uc'tjon motd•r1ats. 14. Do not cut o alJer:jtuss member or, -plate without prior Q 'ro'ral of a;professionol "" • engineer. 15, Core should p'exQrtised In h'ondlirig` erection and 0 )Iptipn of'truss�s: i; ='• '`''= O 1993 Mitek Holdings; h. This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When - you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractorr, licensed contractorr, erector or erection contractor) to proper/yreceive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will: most likely resu t in serious personal injury or death or damage to structures. WAKNING: A WAKNING describes a conaition A where failure to follow instructions could resutin Jsevere personal injury or damage to structures. —obb., J TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified buiding designer or installer -Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding designer`, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or aay part thereof must not be reproduced in any form wthout written permission of the publisher. Printed in the United States ofAmerin. � �TRUS&STORAGE z CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connectins should be made with minimum of 2-16d nails. All trusses assumed 2' on-cerrter or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do notbreakbands until buncles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 I ' � TOP CHORD 100" 1/2" TOP CHORD DIAGONALBRACE 3/4" MINIMUM LATERALBRACE SPACING (DBS) SP APJ PITCH SPACING(LBg) [# trusses] Up tc. 24' 3/12 8' 17 12 Over 24'- 42' 3/12 1 7. 10 16 Over 42'- 54' 1 3/12 1 6' 6 14 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine 51, HF HF - Hem -Fir SPF - Spruce -Pine -Fir RpO ey�Q yy F� 5It Q Diagonal brace also required on end verticals. Topchordsthat arrylaterally braced can buckle togetherandcausecollapse ifthereianodiago- nal bracing. Diagmal bracing should be nailed \ to the anderside ol the top chord when purlins ?q• r - are attached to the topside of the top chord. �� /@ss =45° � MOlJO TRUSS � � ' FLUMB I I I Tsuss i 12 3 or 9• greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater i Attachment Required A WARNING; -Pailuretofollow these recommendations could result in o severe persnal injury or damage to trusses or buildings. A 48.1 11I 4' 60" 1 1-1/4" 1 5' I T ±1/4 Length L(in) Lesser of U200 or 2" BOW {� L(in) L(in) ............................. Depth I :. :........................... Lesser of D in) 1 I ±1/4 1 L/200 or 2" Lesser of D/50 or 2" 1/4 Maximum � Plumb Misplacement Line L(in) 000 l(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' 200" 1 " 16.7' 250" ' 1-1 /4" 20.8' 300" i 1-1/2" 25.0' OLT-OF-PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 I WARNING: Do not attach cables, chains, or hooks to the web members. or l'se 6o o or less p:MECHI a'NSL Tag App-oximetely Line. %friss length Approximatey Tag %truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader 3ar Toe In Approximately 1/7 to T3 truss length Less than or equal to 60' Approximately 1/2 toy3 truss length Less than it equal to 60' Toe In 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. . - tol the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight ofthetruss. Each trussshould be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar Tag /Line Tag Line o Strongback' SpreaderBar T'De In At or above mid -height Tag Tag Line Line L 10 � Approximately 7/3 to 34 truss leng¢h Greater than 60' 10' _ 1 10' ?/3 to 3/J truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation cf trusses with similar conficurations. Consult a registered professional engineer 9 a differert bracing arrangement is desl-ed. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. CAUTION: Ground bracing required for all installations. Frame 2 Typ'¢al horizontal tie member with muliple stakes (HT) • Continuous CHORD;TRUSS TOP CHORD Lateral Brac, TOP CHORD DIAGONAL BRACE. MINIMUM LA?ERAL BRACE SPACING (DBs) SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed 5P/DF . SPF/H:F.. Up to 32 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douclas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir t3 Li The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous CHORD;TRUSS Top Chord Lateral Brac, Required Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. All lateral braces lapped at least two trusses. End diagonals ra a ss�en'.ial for stability and must be duFireates both ends of the truss system. =450. Attachmer Required __ 201(0@s) Pr ® fess g2 o� AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. sI li1 .r All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. ► 1s x450 Frame 5 Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required - 30" or greater 31/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. t, W,zz / Top chorda that are laterally bawd ran buckle togetherand cause cc llapse N lherr a no Dago- namracing. Diagram' bracingsbostd besailed to lite underside of :he top chard rYen parline are attached to the lgpside of the ep chard. 12 ---1 4 or greater O GSS � SAPS .1,�, " =45° 11 Over 32' - 48' 4/12 6' 1 10 1 7 11 Over 48'- 60' 1 4/12 5' 1 6 1 4 11 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required � fess A& WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See ailegistered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord La'•.eral Brace All lateral braces Required lapped at least 2 �— trusses. d 10' or Greata� net bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins Attachment /� Required —/ � \ a Frame 3 /9* . aoO� 0, ey Top chords that are laterally braced can buckle yrs t�\ togetherandcausecollapseifthereisnodiago- yQ net bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater SP - Southern Pine SPF- Spruce -Pine -Fir All lateral traces lapped at least 2 trusses. Bottom choid diagonal bracing repeated at each end -of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the bu Iding and at 20' Intervals. 1(2G d `�/ ,a� �� O(Mv1V 06L-0 /tee . tlwoml* `00140 66616 t ON PA -MH ivim movlAII; plod o4d o -5:'f IN I o � c I //am 1Jan� 6w< fsi X-4+ 5N"-kslx3 + I� + //PM I asnoy 400 pasoda.�d I 1)1 aA/ o -5:'f NOTES r RESIDENTIAL 042-040-024 99-2283 —� PERMIT NO..-HAASE, JAMES C 2790 ALAMO #1, CHICO J - .k CONTR: BILL SQUIRES ' FIRE SPRINKLERS ��_C�66q 13 , � oats'�e'6� 11 SPECIAL CONDITIONS �I CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) r� Signature . r J = OI( .• 0 = Not OK - = Not Applice.We * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. 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 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 h i{ t 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date derfloor (Plans) OK except #'s FRAMING (Continued) Zoning -Setbacks -Easements -Flood -Slope P replac tg.-Steel t ain; Soils-Elec. Grnd.-/ /" Fig. Depth tg., Garage; Soils -Steel -Flet. Grnd.-/ / Ftg. Depth Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 4. ., Porches & Decks Soils -Steel-/ /" Ftg. Depth UF, Gas Pipe; Size A hors - Yard Gas Piping; Size Test 5. Ste walls, Main; Steel-Blockouts-Wrapped 11. 6. Stem IIs, Garage; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6a. Hold DoNs and Special Anchors "Ingle & Duplex) r 7. Slab, Steel- rapped FRAMING (Continued) 8. P replac tg.-Steel Hangers -Post Caps -Anchors -Connectors D.W.V.; Fall-Fittin Test -2 Way C/O -Sewer Test Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 10. UF, Gas Pipe; Size A hors - Yard Gas Piping; Size Test Fireplace Ties or Type A Flue -Fireplace Throat Clearance 11. Water Pipe; Tes:-Ancho -Regulator-Service Test Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 12. Electric Underground Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 13. Plenums & Ducts; Clearance- terial-Support-Ins. Garage Fire Protection Framing 14. Girders -Sills -Anchor Bolts -Joists- ents-Crippies Property Line Firewall & Openings 15. Access & Ventilation Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 16. Insulation Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 17. Water Htr.; Vent -Access -Combustion Air Baffle Shear Walls; Nailing -Bolts 18. Water Pipe; Test & Anchor -Nail Protection Brace Interior/Exterior Wall Panels 19. D.W.V.; Test Fittings & Anchor -Nail Protection Insulation -Walls -Ceilings 20. Shower Pan; Test, Firs: Floor -Tub Access I nfiltratio n -Walls -Windows 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Smoke Detector 23. Fixture & Transformer Clearance -Ins. Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors Bedroom Exiting 25. Size Boxes & No. of Conductors Stapled G.F.I. & Bath Fixtures & Tub Access -Spa 26. Romex Installed Close to Edge of Studs & C.J. Elec. Trim & Subpanel, Breaker Sizes & Labels 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water Stairs & Rails 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Fireplace or Stove, Clearance -Hearth 29. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Elec. Outlets at Wood Panel, Int. & Ext. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 31. Service -Riser Conductors & Ground Main Disconnect Elec. Outlets & Receptacles at Kit. Counter 32. Equip. Clearances Panels-Motors-Mech. Equip. Garage Fire Door; Swing -Landing -Closure 33. Clothes Closet Light -Shower Light -Spa Light A.C. Duct in Garage -Damper 34. Smoke Detector Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps 35. A.C. Ducts Insulation & Support Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 36. Vent Fan, Exhaust above insulation Clearance Looked under Floor Q Yes 37. Condensate Drain & Overflow, Size & Grade _ Following Instld./Drive J Yes ] No/Walks ] Yes J NWPlanters ] Yes J No 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Stucco Brown -Finish 39. Attic Access & Platform if Furnace in Attic A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Glass Protection 40. Sits Proper Materials & Anchors Corrections from Previous Inspections 41. Walls Studs-Nai ing Spacing & Braces -Plates -Sound Gas Test -Meters Tagged, Gas -Electric 42. Bearing Walls over Girders & Floor Nailing Water & Sewer Connected -C/O to Grade -HD Approval 43. Draft Stop in Walls (rat proof) Energy Compliance Certificate -Other Certificates 44. Fire Stops, Furred Ceil ngs-Stairs-Chasers-Tubs Address Posted 45. Headers & Beans -Size & Bearing "Ingle & Duplex) r Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I nfiltratio n -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. _ Following Instld./Drive J Yes ] No/Walks ] Yes J NWPlanters ] Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 6ounty Center Drive Oroville, California 95965 •Telephone (530) 538-7541 PERMIT -NO. (Rev. 12/96) APPLICATI®N AND PERMIT �&__ A�—&-�� ASSESSOR PARCEL NUMBER 042-040-024 XAn ZONING 1 ' I BUILDING PERMIT OWNER JAMES HAASE T T—U49 SO. FT. OCC. BUILDING VALUATION 34971 OWNERS MAULING ADDRESS2 1021 HENSI-IAW AVENUE, CHICO 95973 CONTRACTOR'S NAME BILL SQUIRES TF{ r"x.012 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS _ Total Valuation $ 3497 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS q1_3 CaqeAf,5 Plan Checking Fee $ 40-99 BUILDING ADDRESS CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 123.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS FOR BP#99-2069 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service .0A OR' LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS I full force and effect. License Class Lic. No. ?Z-970_ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLD S. sD 3.5¢FT. ,�pµgESID. T. BRANCH CIRCUITS MULTI -OUTLET @7.50 POWER APPARATUS & SINGLE OUTLET CIA. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .so MED OR Ex. Occup. DUT g RM.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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. ` Date S�atur, of Applicant -Owner ❑ Contractor ❑ Agent OSHA permit is required for excavations over 60" deep and demolition or construction of, structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TO AL FEE $ 123.95 HAZ, _ D. FEES FLOOD CDF P Po _ HD _ IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �-- By ,g teDate 2 Z PERMIT EXPIRES ON 6 De Receipt No. 273961/$123.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION /%County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 � PERMIT No. (Rev.12/as) . APPLICATION AND PERMIT �` .eseSSORPARC&NU16111 � q 0� ^ T lJ -7 `C V. _ # I ZONING BUILDING PERMIT OWNER 01AZZ4AaffiW TELEP"ONE SO. FT. OCC. BUILDING VALUATION OWNEA9 MPRJNO /IDDRE9. Ol` WW " COMMCTOAj RIE TELEPHONE COWRACTOR9 MAJUNG AD CONSTRUCTION LEMER Fireplace LENDER'S MAILING ADORM Total Valuation $ ARCHITECT OR EN004M LICENSE NO• Rlina Fee $ 20.00 Permit Fee $ ARCHITECT OR ENONEER'S MNUNG ADDRESS Plan Checking Fee $ a"LO'NGAMAM ^ � /� OC lJ � # � � � Energy Plan Checking Fee $ $ PERMIT FEE $ PERMITS LOT NO o1BgN°""�Ae PM MAP PERMIT Filing Fee 20.00 Each Trap 7• USEOFSTRUCTURE Solar or heat um water heater 00 SF g Duplex ❑ Mobilshome ❑ Other SPECIFYEach Water piping 15.00 I �', pp gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ ❑ Utilities 13 Installation ❑ Other �j Buildingsewer 15.00 Describe Work: /A L� QtTL —IA N'S �-� �+ / Mobile Home IS1G1 @20.00 PERMIT FEE S S.OD ELECTRICAL PERMIT Filing Fee 20.00 Main Service oa on LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLM OCCUR 3.5Qso OR ADDNS. 6 ACC. aLDS. / NEW GONST. NON•RESID. MULTI -OUTLET 0@7.50 POWER APPARATUS 8 SNOIE OUTLET VREI' CIR �L n� EX. Occup. ovnET OR FIXTURES SAL®1.50 Ex. Occup. oVTLETs�LNS aES1o.IEEX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ` Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating j Cooling Hood 6.50 Ventilation j PERMIT FEP- S Mobile Home Installation Fee $ Energy Inspection Fee S , 9 °" COST rPf TOTAL FEE $ I • ~— HAZ. D. FEES %LIP FL.000 CDf I PARCEL I POI HO -UE l • This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Defol .�•±� �... ,.�. y �4_v :—y�•� ;�. _: i. t '.:�•:--L""},. '�'�1( _.'` ..���lo�e�1r �1P ipts, �,� A. ��, 'is�t � •;i. ;n«'-r�;A'7'gr,,'�i. ""' jn's„�ir }: '�a..;'_ "�r _ s a_4 rt'"F.�3,��Qt� w,,} ,�� .�Cc..''lE'..i�F� _ .4_i.►'..�e.•ti�4t��:'��. COUNTY Ok BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SH �� ET OWNER: ASSESSOR PARCEL NUMBER: -#/ Proposed Building Use: S • Building Inspector: Date: 1 (, - W - q 4 At time of pe it'application, I as ad ' ed the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------------------------------------------------------------=- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------- 1112. ------ ❑12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- 1116. -------------------------------------- ❑16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 1119 "Encroachment ---------------- 1119"Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- `'.';..,� t22. Workers' Compensation carrier and policy number. ----------------------------------------------------- P23. Owner-Budder ----------------------------------------=----------.❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------- ❑ 25 . Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. -------------- ------------------ ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. -------------------- ❑29. 13433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) Zouissue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. V449��phone 3 3 and hold for pickup atC office. ❑ Deliver with inspector. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ fidr, Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division.counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divis'on counter, by Date: Plans reviewed by: Date: Plans approved by: Date: l4 "lf Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: BUILDING PERMIT SITE PLAN CHECKLIST APN: O X12- 09 O (92 L'j PT. (\) Building Permit No.: '19 - `2 D �o Proposed Use: SFD M MH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District: , General Plan: A The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Acdessory Bldg. Use: Parcel Created By Map?, No: Yes: Book/Page Map Conditions? No: Yes: �, See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front �Z Side ) i� Side, street - Rear Height —'�- Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: � Yes: , Check NCSP Zoning Parcel in Floodplain? No: Yes: , Zone: 'X Panel No.: O - © 0 /-) — 0320 C� Parcel in Enterprise Zone? No: 7>:�_ Yes: , Check Use Commercial/Industrial/Multi-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Other: _ Other Comments: -Fl�� �T/a-U.rJ L�fiT ►�Essa�-G . Reviewed By: Date: –� 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _l. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimithe removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk. to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in order to continue to protect'the oak trees, but the fencing shall be removed _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire DepartnIML —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13 14. K:\DOCU,MENI'\PLANNINGFORMS\BLDGCH4. FRNI 3 s LLE CHICO LAND DEVELOPMENT q9_ 9 g ) o / BUILDING / ENVIRONMENTAL HEALTH PERMIT CLEARANCE - Building Permit No. NAME RS f I S NUMBER, PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: + APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLE7 TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP g /� DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:` ' -YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:. YES NO,_,.,;- COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING. gI S/� 8 LOT I BOOK I PAGE +C) ` I COMPLIANCE WITH OLD SU (VISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO IF YES, MARK APPROPRIATE ITEM(S) BELOW: - - --_. - A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road.' —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from X6. Pay water tender fees in the amount of $ Zo0 to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Connect to a public sewer system. XX10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. W 1. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ .. . 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the.requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to -be paid, if such fees have been adopted by the Butte County Board of Supervisors... . X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II bf the Butte;;County Code. —19. Wood stoves and fireplace inserts. shall be EPA approved and designed to meet the emission requirements . of the California Clean Air Act of 1988 as amended.- _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area'of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures.. —21. - - 22. —23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 1 0399-0043545 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:11AM 12 -Oct -1999 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 Maureen Page 1 of 2 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. %-tJ All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date �© /1— q? State of California County of BUTTE On 10/11/99 PROPERTY OWNERS: before me, DEE PALMER, NOTARY PUBLIC personally appeared **JAMES I.I. HAASE**** personally (mown to me (or proved to me on the basis of satisfacto . vidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/the executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the on(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my 4 and official seal. Signature. A.P.# 042-040-001-000 PTN. ••6' "�! DEE PALMER 0.- Comm. #1185035 %rt NOTARY PUBLIC CALIFORNIA Q V p BUTTE COUNTY .1 My Comm. Expires June 22, 2002 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 5, 1998, IN BOOK 144 OF MAPS, AT PAGE(S) 49, 50, AND 51. RESERVING THEREFROM A 60' RIGHT OF WAY AND PUBLIC UTILITIES EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 5„1998, IN BOOK 144 OF MAPS, AT PAGE(S) 49, 50, AND 51. PARCEL II: A RIGHT OF WAY AND PUBLIC UTILITIES EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 5, 1998, IN BOOK 144 OF MAPS, AT PAGE(S) 49, 50, AND 51. LAND DEVELOPMENT OR VILLE HICO ifs BUILDING / RONMENTAL HEALTH , PERMIT CLEARANCE Building Permit No. OWNERS A.P. NAME TIS �t S'�..��i9719LGS �1/I NUMBER ®�� �y�_ O e/ RAST NAME F �S,T�� ADDRESS / LOCATION:-, '-� COUNTY ZONING DESIGNATION: j FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP, DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY_STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: ti✓r woC) 15 DATE OF RECORDING: / 6 '` Z 9 0 LOT T BOOK L9 C) PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to . B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. = 1. Maintain a 50 ft. building setback from centerline of road. )cc 2. ' Maintain a S5' ft. building setback fromntedine ' _ _ Waelf Si4CR/lµ►e-rTo ��' /1 -A -0%D bpi � i Gg iii ce a4 s /�J c"' —3. Comply, ith Zoning code for building setback fro mad. v 4. Maintain a 100 ft. leachfield setback from all ebsbng wells. X 5. Maintain a ft. leachfield setback from WNZ. k_ ,q -S S AI&W N O -A) /L4 A -P —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. —10., Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fi"e'17epartment specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all woik shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site . significance and suggest appropriate mitigation measures. 21. /Yo lk G 77J !(►'t/;0V K 22. AreZ4 re4e.,r� ��ls �u�d /�fri/�c- C/�"- i'l� , • 23. 24. 25. 26. '+Bina 40 Alain W 66610 Z 900 03AI303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE V, I lu SCALE 1/8" = 1'U" PERMIT OFFICE SALES OFFICE PERMIT ' ` '._._. PHONE JOB IlO. - _---_�_ SALESMAN_ MAP BDI'3K NO; D" LEGAL DESCRIPTION LOT NA,._ �—.— TRACT NO. BOOK --.— PAGE MAILING ADDRESS BLOCK GENERAL SPECIFICATIONS SIZE,,' AREAS: DEPTH SHAPE r'"''re b - PERIMETER TEMPLATE NO. CUSTOM TILE SIZE " x TILE COLOR COPT NG COPING COLOR POOL CAPACITY GALS. PUMP CAPACITY G.P.M. MOTOR H.P.' H,P. FILTER Std, FT. FILTER RATE G.P:M TURNOVER $ IRS. VACUUM I„INE t S#I1AAMER RETURN Ll_NE____-_____ MAIN DRAIN SKIMMER . MODEL BACKWASH TO ------ _ __._.' OF 'r1" FILL LINE ANTI-SYPHONVALVE HEATER .. SIZE, GASLINE BY xF. VENTED BY: LIGHT I ' CLOCK ELECTRIC BY. ELECTRICAL BONDING BY POOL CLEANER CHLORINATOR BOARD -SIZE COLOR BOARD SUPPORTS -'T " ' Tile:'. LADDER -Model Tile: SA W SLIDE -Y___-___.. _—`Culoc ___GA Hookup ROPE RINGS W/ROPE & FLOATS GRADING DIRT '1VALK �_-_ STUB PLUMB 0 vFSn NO TRACTOR SIZE TILE & COPING © ASAP ❑ OTN DECK BY: TREES. ETC. —�- — — CONCRETE REMOVAL BY - RAISED BOND BEAM: YES NO Q swin��aN� R��L NAME ADDRESS CROSS STREETS _--- _-- r RES. PHI"'p BUS. PHONE--__--_-- . IKJLDW AUTt-iAffiZED DEPA : ', CANOUI�i4tENT DEA � _ � APPaovFt, : Aa- ea;. i i I is LEGEND POOL SETBACKS FROM: BUYER: !tI�iJSE 1'O DETERMINE APPROXIMATE ELEVATION ---.-�.-----------.-----.-------- _.,-_.__---.--.-- OF POOL ON DAY OF EXCAVATION. PMOL SIJCTION_._ft. of_y 1 GAS METER REAR PROPERTY LING___--_-.----------.—__—_ BUYER: PMOL RETURNS—ft- of___" ELECT. PANEL SIDE PROPERTY LINE-____-------__--.� ---__----- POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF _ ee*— SWEEP LINE ____ ft. of-._: a 2t) GATE VALVES EQUIP. SETBACKS FROM: CLOSING AND SELF LATCHING. FILL. LINE __ .-_� ft. of--" Iss!; LIGHT I{OUSE----------------- SPA SUCTION ft. of l� LIGHT JUNCTION rp REAR PROPERTY LINE ______— _.___ _.- WET DOWN CONCRETE SHELL AT' LEAST SPA RETURN -ft. of BOX SIDE PROPERTY LINE-----'�------___._ LY FOR 7 DAYS, HOSE 818 Ti DOICE NOT TURNON POOL. LIGHT WHEN POOL GAS LttiE._- ___-- tt. �-•-•�•� REQUIRED FENCE HEIGHT_.-----.-,--- - - ._.____. IS EMPTY. \-J SKIMMER 00 NOT USE RUBBER HOSE WHETN FILLING - - -- FLECTSIC LINE __- -___. ff. �# POOL AS IT WILL MARK PLASTER. SCALE 1/8" = 1'U" PERMIT OFFICE SALES OFFICE PERMIT ' ` '._._. PHONE JOB IlO. - _---_�_ SALESMAN_ MAP BDI'3K NO; D" LEGAL DESCRIPTION LOT NA,._ �—.— TRACT NO. BOOK --.— PAGE MAILING ADDRESS BLOCK GENERAL SPECIFICATIONS SIZE,,' AREAS: DEPTH SHAPE r'"''re b - PERIMETER TEMPLATE NO. CUSTOM TILE SIZE " x TILE COLOR COPT NG COPING COLOR POOL CAPACITY GALS. PUMP CAPACITY G.P.M. MOTOR H.P.' H,P. FILTER Std, FT. FILTER RATE G.P:M TURNOVER $ IRS. VACUUM I„INE t S#I1AAMER RETURN Ll_NE____-_____ MAIN DRAIN SKIMMER . MODEL BACKWASH TO ------ _ __._.' OF 'r1" FILL LINE ANTI-SYPHONVALVE HEATER .. SIZE, GASLINE BY xF. VENTED BY: LIGHT I ' CLOCK ELECTRIC BY. ELECTRICAL BONDING BY POOL CLEANER CHLORINATOR BOARD -SIZE COLOR BOARD SUPPORTS -'T " ' Tile:'. LADDER -Model Tile: SA W SLIDE -Y___-___.. _—`Culoc ___GA Hookup ROPE RINGS W/ROPE & FLOATS GRADING DIRT '1VALK �_-_ STUB PLUMB 0 vFSn NO TRACTOR SIZE TILE & COPING © ASAP ❑ OTN DECK BY: TREES. ETC. —�- — — CONCRETE REMOVAL BY - RAISED BOND BEAM: YES NO Q swin��aN� R��L NAME ADDRESS CROSS STREETS _--- _-- r RES. PHI"'p BUS. PHONE--__--_-- . IKJLDW AUTt-iAffiZED DEPA : ', CANOUI�i4tENT DEA � _ � APPaovFt, : Aa- ea;. W ,, foe ov u, fs i _ ��