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042-590-059
VALDEZ, Joe PERMIT#9 1 VALDEZ, Joe & Toni 3117 Bay Ave., Chico Cont: Webb Homes J��6�(pl9/ New Single Family p42-590-059 01-1195 VALDEZ, ]OE -TON 3117 BAY AVE., CH1CO CONTR: CAREFREE POOLSS•2S•O6 SWIM;POOL 0 5� 5 . r NOTES RESIDENTIAL 042-590-059 1 01-1195 ? VALDEZ, JOE & TONI 3117 BAY AVE., CHICO CONTR: CAREFREE POOLS SWIMI POOL i t - ,Q SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. r SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER oFF Cuss i uc v F N JOB FINALED (Date) Signature�����flIN�CI 4 , r J: .i*A COUNTY OF BUTTE. ` BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE y RLhE�. 0 1 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. V Date LI 2 _ Inspector ` , E & Q i2A t F t ►� t.�n r, eel REV 4/05 Phone # 6 3 - - 69 Z -2 - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 H Gi is Gr iy • . . • • .. COUNTY OF BUTTE , , .. ;J BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES K 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICEV4C r, 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 call for re -inspection when correction of =«' work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below.` } �titi �.. �,ya Ci-,�� 7' _TL ♦ Y 3 Date Inspector Cf�/� `� d� L REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 � 1 T- v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541u�-11 PERM�NO. (Ftev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-590-059 ZONING BUILDING PERMIT OWNER VALDEZ JOE & 'iON TELEPHONE S 344 SO. FT. OCC. BUILDING VALUATION 2U OOU OWNER'S MAILING ADDRESS 3117 BAY AVE.. CHICO. CA 95,973 CONTRACTOR'S NAME CAR", R. EX f'Ot)' TELEPHONE -2-.ui 19 CONTRACTORS MtAlUNO ADDRESS 9 ALjnIJ[ WAY C, iia) CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20." ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee MASTFR $ 23.00 BUILDINGADDRESS 3117 BAY AVE,.Q11CO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE s 25().0+: LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater' 23.00 Water piping 15.00 �rj�fJt`p Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: "L MASTER 502-97 Gas piping system 1 - 5 outlets 15.00 Buildin'sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 'Its (` f ELECTRICAL PERMIT Fling Fee 20.00 OOVOR LESS Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.t� License Class _ r �" Lic. No. %j ,Q�� OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have 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. 13/1have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insurance carrier and policy number are: Carrier )y 'S ('0 2,') Policy Number r& /c/ow U0 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cc y with those provisions. Xg ,� �� Date 6��%d 1 _ Signature of Applicant - ❑ Owner Ej ontractor ❑ 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 IOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( & ACC. BLDS. 3.5¢FT. MN10µq�Ip, MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIS. 20 ®IDD EX. OCCU OUTLET OR FIXTURES BAL p .50 FIXI Ex. Occup.DUTIEEOTS Ra D,D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 i'1/ L �Uci• 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 375 W HAZ. D. FEES IMP .+ FLOOD .. cDF - PARRCEL pD HD `�. ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ^Aww"i11 PERMIT EXPIRES ON I ' the applicable provisions Resolutions to do work been paid. Date ete Receipt No. 2 7, WHITE-D.D.S.-B.D. CANARY-ASSESSORI PINK -INSPECTOR GOLDENROD -APPLICANT V = OK. 0 = Aot OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ '/Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, C RPORTS GARAGES (Plans) OK except #'s eq u i re ments-Setbacks-Easements otings; 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 NAL (Plans) OK except #'s e cks-Easements ils; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dea en -Lining 4 ec eceptacles and Lighting, Distance-GFI . lec.' of Lighting; 15 Volts -GF] ec - nclosures; Conduit Entries -Terminals -Listed lec.; ding; Metal w/5' -Circulating Equip.,. Heater 8. c.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Cond it 9. Health Department Approval 10. lumb.; Cir. Test -Water Supply Test 11, bght.Niche Date Cl Card B-1 /f Date Card B-1 Date Card 8=1 S -Date Card B-1 ✓ 4t -V L 14 /= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 45. Headers & Beams -Size & Bearing Date Card B -t 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 & Anchors 69. Stairs & Rails Date 70. Card B -t 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/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ 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 Date Card B-1 Date Card B-1 Date 46. Card B-1 Date Card B-1 Date 47. 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 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date 57. FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing I Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive o Oroville, California 95965 • Telephone (530) 538-7541 PERM NO. (Rev. 12/96) APPLICATION AND PERMIT D/ ASSESSOR PARCEL NUMBER - 042-590-059 ZONING BUILDING PERMIT OWNER VALDEZ JOE & TONI TELEPHONE 82-9344 SO. FT. OCC. BUILDING VALUATION 20 000 . OWNERS MAILING ADDRESS' 3117.BAY AVE. CHICO CA 95973 CONTRACTOR'S NAME CAREFREE'POOLS TELEPHONE 1342-4639 °° 3. 7197SSUM WAY I CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20.000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee MASTER $ 23.00 BUILDINGADDRESS 3117 BAY AVE. CHICO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE S 250,00 LOT NO. SUBDN1910N'S NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other svEciFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 , Q0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER 502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 "00OR LE Main Service 2o.VA 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. 2 License Class [� !Z 3 Lic. No. J�Q OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,performance of the work for which this permit is issued. LLtY 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' compprisation insurance carrier and policy number are: Carrier 1—j1);S C 0 Q_A Policy Number / C/ O -W 5'' w .)-00 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c�Iithhose provisions. 4 X Date (' Signature of Applicant - ❑ Owner ontractor ❑ Agent' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO 46.00so NEW CONST. DWL3CC P. S° EL OCU OR ADDNS. ( a ACC. BLOS. 3.5¢FT. CONSTOUTLE Np R., ' MULTI BRANCH CIRCUT @7.50 POWER APPARATUS & SINGLE OUTLET CIR. 20 0 I.00 Ex. Occup.OUTLET OR FIXTURES w,u 0 ,,o Ex. Occup.otn EtF°TgA Ao .°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 POOL ELECT 130.00 1 0.00 PERMIT FEE t 50,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE15 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 335.0 HAz. o FEES IMP �+-- FLOOD CDF _--- PARC Po HD sSUE 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. l° b� By late PERMIT EXPIRES ON�G ��•z to Receipt No. WHITE-D.D.S.-B.D. CANAR-ASSESSO PINK- NSPECTOR GOLDENROD -APPLICANT Yom! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville. California 95965 • Telephone (530) 538-7��r//�S ERMI (Rev. 112196) APPLICATION AND PERMIT Ae,Q,.ORPAAC&MU,,60 0 �_ qo ,0 ZONHO I BUILDING PERMIT owNa1 n� C� ,Z a ��l /4t n� p"ONG JGI t1 `1 SQ. FT. ! OCC. BUILDING VALUATION j GGO owNeR s No �ooan /f / �� `�! n (ii (itAw < /��-� CONTRACTOR'! NAA! / 1 foxt-f( I - 177- CONTAACTM-S MMW ADOMM 14 L ✓ 5C/M k/�� C �Ilcl CONSTRuCrKMutWO EEFtreplaceluation 1EMOM MARM Awe S U C-,ARCWMCT OR DONNA 1 MOM MFilino Fee S 20 Permit Fee AACHnCr OR ENaNdMA1 MAL= ADr a N Plan :hocking Fee %G -'L S Cd 'eUEas+oAooaess 3117 al� t,./ Energy Plan Checking Fee s PERMIT FEE $ O. l WTNO. OUSO MA"HAMTd PARD. MAP PLUMBING PERMIT Fling Fee 20. Each Trap 7.00 - USEOFSTRUCTURE SF XDuplex O MobBehome O Other °P Solar or heat um water heater 23.00 Water p!pIng 15.00 -60 Each gas water heater or vent 15.00 TYPE.OF WORK New O Addition O Remodel O Wildes O Installation O Other O / /� � 2-2 Describe Work: GU(/ " "{ �/7 ��y� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Feel 20.0 Main Service soa oaR tt�ss 23.00 --- -- ` Mein Service 200A To 1000" 46.00 NEW COMT. -- OR ADON3. i Al.. 8U�3. . 3Stt� NONR[910.' MULTFOtlTLEr @7.50 i 9 O C1R EX. OCCU Oun--r oR FwruRREs 10 a 1.00 9AL .w FMD APPUS. OR EX. Occup OUTLM e310. TMJ► 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin . 23.00 SPL cmc= 30 7061, PERMIT FEE S4:iol C/o MECHANICAL PERMIT Fling Fee 20.c Heating Cooling Hood 6.50 Ventilation PERMIT FEP t Mobile Home Installation Fee S 1 Energy Inspection Fee S Oce CONT. Type TOTAL FEES � S� 41'NAL o. ae 'upwoo Cor ►ARcB, PD 1'0 Qa This permit is hereby Issued under the applicable provisior of the Butte County Code and/or Resolutions to do wor Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Dire) �; t;if�.`►�os ta���'r�'rrti�..,,.�-�. � l `y.. At - �y, .a..:.. �r�'m�+V►"'.yy+r+"�''u.�"rr^"�`P"r'N'�"�►�f('^y.•-c`rpti'''�1«y�k-�'"yt?-+t.r'w�`.+:. K A 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: I/Al aG' ASSESSOR PARCEL ER: O qa - ��`'I D " i% )r Proposed B ding Use: G Building Inspector: 0 Date:- .7 ;;I- G( 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 -------------------------------------------------------------------------------------- E12. 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! ------------------ 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 .------------------ ❑ 10. Fees of $ -------------------------------------------------------------==---------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------. ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13 Flood elevation certificate. ---------------------------------= ===-------------------------------------------------- ' anitation and plot plan approval / / Health Department. ------------------------------------------- - 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------- ----------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1118. ------------------------- ❑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). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------------- Letter of signature authorization. -------- ----------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: When you issue 3 e e,�mit,��TccesZs as ollows ❑Mail to owner, ❑Mai to contractor. �T`elephone �j T 7 and hold for pickup at 6/ 16 G office. ❑rD liver with inspector. Applicant: 60Date: S a a O Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin iv' ion counter, by Datc/ Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAl-, fn-- - Tl-.+.. _+..f llo..el.....".",.-"r o.._.]_-- - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Plot `Flan Attachad Floor Plan Attached Sent to 6.0. //a �� 3l/7 �c�►� ��l�e —. �a --GSg Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -dVnitirg. Other Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist Date 8/96 £�c�rrrzion xW RE" VATIAL` 1 PERMIT Nr042-590-059_ PERMIT#97-1061 ,l r [VALDEZ, Joe & Toni PERMIT Er' 3117 Bay Ave. Chico Cont: Webb Homes OWNER _`New Single .Family CONTR. -ASSESSOR PARCEL LOCATION d20. r OFFICE COPY i'• Address _ �r FYYIG GAS f Meter By Date ELECTRIC% Meter By Date 40. . Q�OFFICE COPY �Temp. Pow' Address&4f v Called y U GAS Meter By Date U ' Temp. Elec. ELECTRIC t Meter By rye Called Temp. Gas Service Called PG&E I lJOB FINALED (Date) -to" Signature r - V=OK ` 0 = Not OK = Not Applicable • =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test•Fall C)O-Concrete 4. Water, Location -Test -Easement Needed (S tch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestNrap; / PUL / /Nat or/ /L ftJ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Lin 3. Gas; MH Test-DemamWahre-Connector 4. Electricity; MH Test-Crossovers-Breakers-Cleamnces 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVEM CARPORTS, GARAGES (Plans) OK except #'s 1. Zavrtg Requirements•Setbacks-Easements • 2. Footings; ScdsSize{ thSpacng•ConnectorsSted 3. Dedks;,Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awrn.; Posts-Beams-RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Encbsures 6. Carports; Windows -Doors 7. Electric 8. Fmcg.; Sils-Anchors-Studs-R(VsTrusses 9. Siding; Nailing-VeneerStucco-Mesh 10. RoofShthg-Roofing 11. Ext; Steps•Doors-Landings 12. Braced Watt. Pants Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 VoltslaFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip.44eater 8. Eke:.; Grounding; Equip. w/5 Circulating Equip.-flool Lghtg. Boxes-Endosures-Panelboards4ns. 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 -t Date Card 8-1 "'Wor-. kv OK ; •� O = Not OK = Not Applicable * = Not Ready Date (Plans) OK except RESIDENTIAL (Single & Duplex) rte. rtg., Main; Soils-Elec. Gmd.-/ p Ftg. Depth Garage; S sSteel- lec. Gmd/ P Ftg. Depth 4. Ftq. es &Decks; Soils -Steel-/ P Ftg. Depth temwalls, Main; Steel-Blockouts- Wrapped 6. Stem Is, Garage; Steel-Blockouts-Wrapped aj I 6bo4lokawns and Special Anchors 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. Pienums & 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 ater Htr; Vent -Access -Combustion Air Baffle W t�/ater Pi Test & Anchor -Nail Protection ; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access ,$lo.,Test Tub & Shower, Second Floor -Tub Access s Pice: Sixe & Anchors Date ,4!5--42Card B-1 U42rZIK Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s X33-fixyre<TransformerClearance-ins. Protection 14-flec. BseEplacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI VSabf'eed Wire Size /'L1ga. C_u o .C. Wire Size / / ga Cu odF ange Circ. / / ga Cu o ven Circ. / / ga Cu o Insulated Neutral ftAW' 0 No -2+-Service-Riser Conductors & Ground -Main Disconect ,32._Equ"learances Panels -Motors -Meth. Epuip. 3be-flothes Closet Light -Shower Light -Spa Light Smoke Detector Date -( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WCHANICAL (Permit) OK except #'s C. D cts Insulation & Support en I aust above insulation 0 sate Drain & Overflow, Size & Grade Velumance-vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date9p-Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ING (Plans) OK except #'s rtsr Materials & Anchors Oe*aIls s -Nailing Spacing & Braces -Plates -Sound earingjviWls over Girders & Floor Nailing �re�s, Furred Ceilings -Stairs -Chasers -Tubs 46. eaders & Beams -Size & Bearing Date FRAMING (Continued) 46. angers -Post Caps-Anchors-Connec Cling. Joist-Rftr. Ties-Purlin-roff Bra .-Trus hting: Rfng. ,_ fireplace Ties or Type A Flue -Fireplace Throat clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Hgt & Dimensions 51. arage Fire Protection Framing -92.-PropeLine Firewall &Openings \ t . Doors -One 3 -Check Garage"3rd Story; 2 Exits -64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers 5 Sidi ailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access / Exterior Wall Panels - Date )q -��7 -y "l Card B-1 /X Date Card B-1 Date Card B-1 Date Card B-1 Date _ZINAL (Plans) OK except #'s W7 -Ext Ste - oor & Sidelight Protection -Landings oke fetor 6E__Ferf15ce; Vents -Clearance -Comb, Air-Conector- In Ga , Above Floor -Ducts -Meth. Protection 8@.-t�ecjka& Exiting B7 &F-1. !, tlf fixtures & Tub Access -Spa `\ - tIELrTrim & Subpanel, Breaker Sizes & Labels -68-6tairs ails b-'rir-eplace or Stove, Clearance -Hearth ---4+-Elec. q0aft at Wood Panel, Int. & Ext. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Rece ticales at Kit. Counter 74. 11arac3e Fire Door: Swino-Landina-Closure J6yV1.Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection lec. & Mech. Equip. Listed for Location Elec. Reeeptacles in Garaqe (G.F.I.1-Romex Protection fd) I UP 79. f sulation-Foam-Looked in Attic --80.-Guard rails & Deck Construction -Post Caps --Ot.--Fdn. VBents &\Crawl Hole Door Drainage & Wood -Earth Clearance looked under Floor 0 Yes Following Instld./Drive 0 Yes 0 No/1Nalks 0 Yes 0 No/Planters 0 Yes 0 No Brown -Finish l-kitt isconnect, Electrical -Plumbing 83►MertfsMbove Roof, Plbg-Appliance-Fireplace-Clearance to Openings .T86 -Water Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground 8p._Ygatildtion Throught House 90. ections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: EBW COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 907 PERMIT 1 10*(Rev.12/96) , APPLICATION AND PERMIT ����� ASSESSOR PARCEL NUMBER �• `� 042-590-059 ' ZONING BUILDINGPERMIT OWNER valdez, jo & MXKX TONI TELEPHONE 891-3351 SO. FT. OCC. BUILDING VALUATION 272-5 R-3 147 ,150.00 OWNERS MAILING ADDRESS 121 yellowstone dr chico 660 U 1,180.00 CONTRACTOR'S NAME greg Webb TELEPHONE (J 437 C 5 , 681.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation Is 155 511.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 839.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 545.35 BUILDING ADDRESS 3117 bay Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S 1,427.35 LOTNO. 3 SUBDNGIONS NAME willow bend PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 141 7.00 98.0 USEOFSTRUCTURE SF] Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat -pump water heater 23.00 Water Water piping 15.00 15.0 gas water heater or vent 15.00 15.0 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4, BEDROOM /F Gas piping system t - 5 outlets 15.00 15.0 Buildin 'sewer 15.00 15.0 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2p.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS In UI force and effect. ''7 �} (� (�� 3 / �7 7 J License Class Lic. No. [ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zo°A To 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT: . 4 W CONSLTI.OuTLEi NNEON-RESID.T: Ru ryD c u 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 @ 1.00 Ex. Occup.BAL @ .so NS Ex. Occup. ouiLEEOrs RES 16.0") EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 161-45 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' cos�pe�a,�jor�Insura�ie carr and policy number are: Carrier MTM__ �s�s•"•i Policy Number YC, Y (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the work pensa ion provisi s section 3700 of the Labor Code, I shall forthwith o ply h tho pr vi i ns c X Date -5--d/- /_9___ Signature ofAppli an ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 Cooling Hood 6.50 Ventilation 4 50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ / 89 .80 HAZ ES P LO CDF I P CE PD HD Esu This permit is ereby 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 /J Date PERMIT EXPIRES ON -fP-�8 & Date Receipt No. 221941 - 648.35 Z Z2 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLD ROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • ) 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER �- TELEPHONE `6q1-335'1 SO. FT. OCC. BUILDING VALUATION • O O OWNER'S MAILING ADDRESS5 �0 u o. 00 CONTRACTOR'S NAk P TELEPHON!,r) C , O CONTRACTORS MAILING ADD CONSTRUCTION LENDER .. - . Fireplace 70 r O LENOER•SMAILING ADDRESS ' Total Valuation $ 'S11.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee S q , o Q ARCHITECT OR ENOWEERS MAILING ADDRESS Plan Checking Fee $ - 3 BUILDING AODRESS Energy Plan Checking Fee $ a • 0 O $ PERMIT FEE LOTNO.^ su o NAME PARCEL MAP JJ�•J[ PLUMBING PERMIT Ming Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap I'll _.7.00 (?&00 Soler or heat pump water heater 23.00 Water piping 15.00 ISMO Each gas water heater or vent 15.00 15,00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities. ❑ Installation ❑ -Other ❑_ Describe Work: ' i Gas - piping stem 1 - 5 outlets, •' `' 15.00 ,Op -Building sewer 15.00 5-00 -Mobile Home S G W @20.00 PERMIT FEE _ $.0 O .� ELECTRICAL PERMIT Filing Fee 20.00 Main Service pp,l Op LESS 23.00 (9 'oo LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effectPOWER License Class Lic. No. OWNER -BUILDER DECLARATION / I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code. for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO MORA 46.00 NEW coNsr. OwauNG oceuP. OR AODNS. ( a ace. eLDS. so "E"' GOP's ' Muln-oLrn ET NON RESID. @7.50 APPARATUS 8 SO= OUTLET CIR. Ex. Occup. oun�opFommEs 20 `'' ''00 BML .so FlXEDAPPLNS.OR Ex. Occup. ounETs RESIo. EA S,OO Tem orar "Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 1 20.00 Heating o�'Jr 0 $-00 Coolinga6-00 5,00 Hood 6.50 Ventilation PERMIT FEE S .0 O Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in qeight. Mobile Home Installation Fee $ Energy Inspection Fee $ , Ob ccorgi. PE 4.11 TI O AL FEE $ 1• $� HA i D. FEES 1 I FLOOD I CDF P PO I HD ( ISSUE_ This permit is issued under the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON applicable provisions Resolutions to do work been paid. Date (Dalai Receipt No. 41 �30PERMIT WHITE -D D.S.-S.D. CANARY- SSESSO f PI -INSPECTOR GOLOENROD-APPLICANT 16 Plat Phu AmrLed ' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ��4;1-61"--5 Owner Location APAP Plan Approved for: Sewage Disposal _� Water Supply: Public Private Well Clearance forbedroom Thome. Other Hold final for: Final clearance O.K. `for: NOTE: Environmental Qio1) th Specialist )&,L57/17 Date •f.L• ,;^.yY�►ri"„ ^`WrMf! b��0��,sii.:t�i��:r�'jiF,�s`�`s�r'`�j�`'A�"�7'1,'�;0�`�"'''i�llt,�'`"��,d'�r'�';t�N"['iR`"�"'q`�[a"��t1S1i'',�fh�"`i'1''''k►ti'G.,��K�':ra�'^rnrr.'s-^.r•`•."1�--v Y , { COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: OU— —9 D - (D5? Proposed Building Use: V Building Inspector: � Date: 9 0 - 9a 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. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.----------------------------------------------------------------------------------------- ufactured Home data and installation instructions including Tie Down Specifications .------------------ r2. sof $S------------------------------------------------------------------------------------- act fees as shown on the attached schedule.------------------------------------------------------------------ (a _ ifornia Department of Forestry plan approval/fees. --------------------------------------------------------- --❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- /� Sanitation and plot plan approval(° �� Health Department. ------------------------------------------- - ���/// 15. City of Chico plumbing permit.------------------------------------------------------------°-------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -• lc%PYA 18. Contact Land Development about ❑ Improvements, ❑ Drainage, egal Parcel. l 019. Encroachment Permit for driveway (construction approval prior to occupancy). ---. El 20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). - E122. Workers' Compensation carrier and policy number. ------------------------ 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). --- 024. Letter of signature authorization. ---------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. --------------- 026. Letter of intent on building use. ------- 027. Manufactured Home utility clearance. ❑ 28. Existing violations and/or expired permits. ------------- 29 433 A, Grant Deed, ❑ M.H. Title, A❑ Check to H. W� Mer- 6_ /Z-97 �1- When you issue the permit, process as follows ❑ Mail to owner, -❑Mail to contractor. j� ❑Telephone 3 3 and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: I O l 1 1 1A?2fian Check List 2. Additional items required: Contractor, designer, owner, was advisVd of the above required d6 byTp ine, ❑ mail, ❑ Building Division counter, by Date: 5 A 7' 7 fA*71 Contractor, designer, owner, was advised of the above required data by i phone, ❑ mail, ❑ Building Division counter, by Date: S -,?7-1 % )-rVA frac esigner, owner, was advised of the above required data by Rhone, ❑ mail, ❑ Building Division counter, by Date: , Contractor, designer, owner, w of the above required data by 13 phone, 13 mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: 5-;1 7-17 Plans approved by: Date: Sets of plans on hold irk Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 10 - 16-19247 6 : 4. 04, f, i F - Pyr l AEBB H -HE'_ act -!5-97 02:491' P. 2 P.01 IT C* R E XX '-h—JIWJ CONo _�� r„' SALM S`�� IR Owl, FAX TIT- #.I 0 X. -DID Z_ CERTIFICATION OF INSULATION. ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT K Cr✓✓ I I v�S ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC.4202026 ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV.89505 LIC. #10675 p `' "l �� ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION I TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS " MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT INSTALLED THICKNESS a2 3 3 %Z x-30 (7yz - IJ 1 i2•c3C'J� �Zi/Z 14 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R•VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER �-wr^, -W R GRACE THIS IS TO CERTIFY THAT INSUL AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIALS RDS ANDPrGULfIONS. -- • SI NA INSULATION CONT OR TITLE DATE MANAGER SIGNA URE— ER ONTRAC TITLE DATE REMARKS: SIC -303 BUILDER COPY I9'd TLB�SG?'?TG l4,JE:S:c.0 96GT-S9-2:0 Certificate , 040897 THE UNDERSIGNED MANUFACTURED I-tEnEOY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were manufactured in (accordance with the specificaltions indicated below. XV ANS Standard A190.1-199" �1 "'5- ;-s- 7`-o C e V�' ❑ d'n 00 ee na J 1117 C1 J2 .lob Name _._ _• Job Loentinn Strur,ttural Glu9d Lamin ted Timber� S ? , - the f 7,'1-7(?3'/8 "Xcl' G /� 3 LLK GROVE, CALIFORNIA CuMumer'o Ordnr No. WB- 23296 Oate 8-'31-95 Mrti's Order N 09-03539 Slpnature Title QUALITY CONTROL SUPERVISOR - � ,.,T BOISE CASCADE CORP. P. 0. BOX 50 CaenpanY Addrn!.S 00ISL, 10Af10 83728 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above- named manufacturer which carries a colleclive rnark of American Wood Systems (LAWS) is subject to regular audit by American Wood Systems, such audit consisting of the Inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glufam construction and the adequacy of glue bond. ,�*asssssp�� ll+i�0� S�efi� PO ds �■\��r■■•� A SEAL �0 ti f g. � by -- -- Thomas G. Williamson Executivs Vice PresIderd AMERICAN WOOPSY$TFWA - A REI.ATEL) CORPORATION OF APA TO 'd izo-SO'39% --nI SY&M- VILGI.S31 BS:rr. i 1, Q its r � \, . i ; 14O L:�J BSN •i %I41W uvr a2c)-� tZY►la"6'S..:.-t.,:.5'is.t'.7d�..!`it'iViwlADhgi.''v�. "i' a . C.�Hy�IC.;fOr CA?!8582CO', QAU95927 �:jYE8517 NO 0r L IY ,y '.',44--•'•�i Ir.f. .. ,W 2 Kai -. - �•, tom' .=�' (916) 342-1886 ,. AN: SALESM — I LIVERED 8 r :• , f DATE DELIVERED CONTROL NO. C-518395 i{4 CASH c E I coo APPROVED BY: • � f L INVOICE I;.+;`EEY, .,THE PUILCERIS CHI qpS CHICO SOLD TO: SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) WEBB HONES MAIN ACCOUNT C.o.D.Amoant VPLDEZ/3117 PAY AV/CHIC i21 YELLOWSTONE DRIVE CHICO, CA 95973 121 YELLOWSTONE CHICO, CA 95973 Customer Code Sequence No. Transac[Ion Slere S.,l WMnen Term r . Date No. No. =DateWanted Date Delivered WE8840=3 2s1c3� 4'7:39 67333 71937 1 2 18 �3 41321 07/17/97 Ordered B /P.O. No. Job Estimate No Initial . ,., t. • I t I I I Salesman EM NUMBER ULIA Ill DESCRIPTION a r" UNITS PRICE/UNIT EXTENSION �39u 48 48 3-1/8'•if9" GLU LAM AcA;#-24r-V4-. `t.., 2/24 ., . • I, , . 48: 6e - ; y .5,956/LWT 242:•4P,? .r r � •rp lh. ,. f� CqI c 4 I . i I, I` I' I I I IMPORTANT: ALL MERCHANDISE STOCKING CHARGE. SEE REVERt RECD. BY Vnntu SU ECT TO A RE. dD ERMS & CONDITIONS. SUB -TOTAL DATE: --��—^— -.—. 7231 17. `'7 1 259. I COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891=2751 7 County Center Drive, Oroville, CA - (916) 53817541 747 Elliott Road, Paradise, CA - (916) 872-6307 "j CORRECTION NOTICE V&O,fZ 1 0-1061 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 notify 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. i k.' 1!' pp4 Y7. 1� E: t� l f N tV ` I' 1. Date ✓ J `� Inspector - REV 10/92 `vs b COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 4` CORRECTION NOTICE U LC /v 6 / 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. Date �7 Inspector REV 10/92 _4 COUNTY OF BUTTE BUILDING DIVISION .7 - DEPARTMENT PF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 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 notify 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. 177 6 __Z/ diceyA fio.-0 c iL Date Inspector REV 10192 CORRECTION NOTICE r COUNTY OF BUTTE Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street, Chico, CA - (91'6)` 891-2751 =� . 7 County Center Drive, Oroville, CA - (916) 538-7541 _�� ti CORRECTION NOTICE r 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 notify 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. _�� ✓�i.c �i X7la��ly � �!� G God Z� U � , -� s7�cL �-J.A�� s • , Uf Lk d Sle 'A 91-91f /! �b h /ZivrrL 0"- L fi n r--. ate', ✓".` Date 16-1-5-677 Inspector REV 10/92 s ZA BUTTS COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) ' Q 0 '- . � Q �- d S17 Property Owner do i- %'6 e- .1 — VA / b C Project Location/Address/ Subdivision / / A(, j Lot Number(s) 3 Residential Development: (check one) New Development Alteration/Addition .-M.obilehome(s) Non -Residential �: ... ;4 to Residential Total Number of Dwelling Units Comment: A100- Building Departnot Representative Date Chico Area Recreation and Park District`(CARD) certifies that 325- '(Applicant 25'(Applicant Name) (Phone Number) #fit ` r (Street Address) (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of s // gt'5�, c� . CART Representative / Date REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod= -City of Chico Building Dept. (A-42107 7,1*17R 0Ca 4yr Cx0• E11,11 , t $IN9100 iron••q'q�!�9"�'�,%=t'°°",7+..�..ti"„""-+1+�:...::.:veszl"�'�y�`..•.«..,:-:.�r;,:r'�'i�V�+er''�.�.-...�'i',.�•...qp,;�a...�.-..-lrr-+�n"+....,.^`„`+'.•-...,rxin-�---'r...✓-n+-r.t.. r_ BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form:per Building) ` School District, �M✓ Building Department No. A. P. Number a J� Jurisdiction: City County De-e;' Property Owner Tie 2...- i 31/7 "ba Property Location/Address / Subdivision �,( ///Q Lot No. Residential Development Sq. Footage CK No of Living, Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Buiiding Department Representative Date Irioor rians reviewea oy acnooi uisinct rersonneU District Identification No. liuSl� School District certifies that (Applicant) / - (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. School District Paid by Check # Remarks: (State) $!F/ ;33S/ (Phone Number) 9, ) (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ 6 i� 9 Date /00 01 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm h AMERr q f Preliminary Report Mid Valley Title and .Escrow Co. Chico — Oroville — Paradise Affiliated With First American Title Insurance Company EXHIBIT A LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (By Policy Type) 1. CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990 SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of -any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notice of such proceedings, whether or not shown by the records of such agency dr by -the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records. EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged "violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lienor encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Dale of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims, or other matters: (a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy;. (c) resulting in no loss or damage to the insured claimant; (d). attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with the applicable "doing business" laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim, which arises out of the transaction vesting in the insured the estate or interest insured by their policy or -the transaction creating the interest_ of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws. 2. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY FORM B - 1970 SCHEDULE OF EXCLUSIONS FROM COVERAGE 1. Any taw, ordinance or governmental regulation (including but not limited to building and zoning ordinances) restricting or regulating or prohibiting the occupancy, use or enjoyment of the land, or regulating the character, dimensions or location of any improvement now or hereafter erected on the land, or prohibiting a separation in ownership or a reduction in the dimensions of area of the land, or the effect of any'violation of any such law, ordinance or governmental regulation. 2. Rights of eminent domain or governmental rights of police power unless notice of the exercise of such,righls appears in the public records at Date of Policy. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company and not shown by the public records but known to the insured claimant either at Date of Policy or at the date such claimant acquired an estate or interest insured by this policy and not disclosed in writing by the insured claimant to the Company prior to the date such insured claimant became an insured hereunder; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 3. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY FORM B - 1970 WITH REGIONAL EXCEPTIONS When the American Land Title Association policy is used as a Standard Coverage Policy and not as an Extended Coverage Policy the exclusions set forth in paragraph 2 above are used and the following exceptions to coverage appear in the policy. SCHEDULE B This policy does not insure against loss or damage by reason of the matters shown in parts one and two following: Part One: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by thepublic records. IMPORTANT NOTICE! I) IN ORDER TO CLOSE YOUR ESCROW ON THE DAY YOU WISH, PLEASE READ. THE FOLLOWING: OUR COUNTY REQUIRES THAT WE RECORD ONLY AT 9:00 IN THE MORNING MONDAY THROUGH FRIDAY. WE WILL NEED YOUR CLOSING FUNDS AND/OR DOCUMENTS TO RECORD BY NOON ON THE DAY BEFORE YOU WISH TO CLOSE. II) EFFECTIVE JULY 1, 1994, GOVERNMENT CODE SECTION 27361 PROVIDES THE RECORDER SHALL CHARGE AN ADDITIONAL THREE DOLLARS ($3.00) PER PAGE OR SHEET OF EACH DOCUMENT IF ANY PAGE OR SHEET OF THAT DOCUMENT DOES NOT CONFORM WITH THE DIMENSIONS SPECIFIED IN GOVERNMENT CODE SECTION 27361.5 (8 1/2" x 1111). III) SECTION 12413.1 OF THE CALIFORNIA INSURANCE CODE, EFFECTIVE JANUARY 1, 1990, REQUIRES THAT ANY TITLE INSURANCE COMPANY, UNDERWRITTEN TITLE COMPANY, OR CONTROLLED ESCROW COMPANY HANDLING FUNDS IN AN ESCROW OR SUB -ESCROW CAPACITY, WAIT A SPECIFIED NUMBER OF DAYS AFTER DEPOSITING FUNDS, BEFORE RECORDING ANY DOCUMENTS IN CONNECTION WITH THE TRANSACTION OR DISBURSING FUNDS. THIS STATUTE ALLOWS FOR FUNDS DEPOSITED BY WIRE TRANSFER TO BE DISBURSED THE SAME DAY AS DEPOSIT. IN THE CASE, OF CASHIER'S CHECKS OR CERTIFIED CHECKS, FUNDS MAY BE DISBURSED THE NEXT DAY AFTER DEPOSIT. IN ORDER TO AVOID UNNECESSARY DELAYS OF THREE TO SEVEN DAYS, OR MORE, PLEASE USE WIRE TRANSFER, CASHIER'S CHECKS, OR CERTIFIED CHECKS WHENEVER POSSIBLE. IV) CONTACT THE ESCROW OFFICER WHOSE NAME AND PHONE NUMBER APPEAR ON PAGE 1 OF THIS REPORT FOR ALL INQUIRIES AND CORRESPONDENCE REGARDING THE ENCLOSED PRELIMINARY REPORT. (2) ORDER NO. BU -160023 JS MID VALLEY TITLE AND ESCROW COMPANY PRELIMINARY REPORT POST OFFICE BOX 3039 601 MAIN STREET CHICO, CALIFORNIA 95928 TELEPHONE (916) 893-5644 ALL POLICIES OF TITLE INSURANCE ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY YOUR NO. ESCROW OFFICER: JULIE SCHULKE` RE: VALDES IN RESPONSE TO THE ABOVE REFERENCED APPLICATION FOR A POLICY OF TITLE INSURANCE, FIRST AMERICAN TITLE INSURANCE COMPANY, HEREBY REPORTS THAT IT IS PREPARED TO ISSUE, OR CAUSE TO BE ISSUED, AS OF THE DATE HEREOF, A POLICY OR POLICIES OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH, INSURING AGAINST LOSS WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT, LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION BELOW OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES, CONDITIONS AND STIPULATIONS OF SAID POLICY FORMS. THE PRINTED EXCEPTIONS AND EXCLUSIONS FROM THE COVERAGE OF SAID POLICY OR POLICIES ARE SET FORTH IN EXHIBIT A ATTACHED. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE WHICH ISSUED THIS REPORT. PLEASE READ THE EXCEPTIONS SHOWN .OR REFERRED TO BELOW AND THE EXCEPTIONS AND EXCLUSIONS SET FORTH IN EXHIBIT A OF THIS REPORT CAREFULLY. THE EXCEPTIONS AND EXCLUSIONS ARE MEANT TO PROVIDE YOU WITH NOTICE OF MATTERS WHICH ARE NOT COVERED UNDER THE TERMS OF THE TITLE INSURANCE POLICY AND SHOULD BE CAREFULLY CONSIDERED. IT IS IMPORTANT TO NOTE THAT THIS PRELIMINARY REPORT IS NOT A WRITTEN REPRESENTATION AS TO THE CONDITION OF TITLE AND MAY NOT LIST ALL LIENS, DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE LAND. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. DATED AS OF MAY 28, 1997, AT 9:00 A.M. Pcrt� B—JJ� ROGER BUTTO , CHIEF TITLE OFFICER PAGE 1 ORDER NO. BU -160023 JS TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: JOSEPH E. VALDES AND ANTOINETTE M. VALDES, HUSBAND AND WIFE THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A FEE AND EASEMENT AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. GENERAL AND SPECIAL BUTTE COUNTY TAXES FOR THE FISCAL YEAR 1997-98, A LIEN, BUT NOT YET DUE OR PAYABLE. 2. THE LIEN OF SUPPLEMENTAL TAXES ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. A REPORT HAS BEEN ORDERED TO DETERMINE IF A SUPPLEMENTAL TAX BILL HAS BEEN SENT OUT. IF A BILL HAS BEEN SENT, A REPORT WILL FOLLOW PRIOR TO THE CLOSE OF ESCROW. RE -CHECK SUPPLEMENTAL TAXES PRIOR TO THE CLOSE -OF ESCROW. 3. THE HEREIN DESCRIBED LAND LIES WITHIN THE BOUNDS OF CSA NO. 125 WILLOW BEND SUBDIVISION (STORM DRAINAGE AND STREET LIGHTING MAINTENANCE), AS CONTAINED IN DOCUMENT RECORDED MARCH 27, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-12117. 4. DEDICATIONS, RESERVATIONS AND NOTES) FOR SPECIFIC PURPOSES AS SET FORTH ON THE MAP RECORDED OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. A RESOLUTION OF ABANDONMENT OF SPECIFIC DEDICATIONS FROM THE COUNTY OF BUTTE, WAS RECORDED MAY 25, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-21526. SEE SUBDIVISION MAP ENCLOSED WITHIN THIS REPORT. CONTINUED ' PAGE 2 ORDER NO. BU -160023 JS 5. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN THE DECLARATION RECORDED OCTOBER 17, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-40206, RE-RECORDED NOVEMBER 9, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-44876, WHICH PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C). 6. ROAD MAINTENANCE AGREEMENT AND OTHER INCIDENTALS EXECUTED BY: J. D. ZINK AND DOUG TIMMONS RECORDED: OCTOBER 17, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-40207. 7. THE RIGHT TO PUMP, TAKE OR OTHERWISE EXTRACT WATER FROM BENEATH THE HEREIN DESCRIBED LAND, WITHOUT HOWEVER, THE RIGHT TO ENTER UPON THE HEREIN DESCRIBED LAND. EXECUTED BY: JOSEPH D. ZINK, AKA J.D. ZINK & DOUGLAS R. TIMMONS TO: CALIFORNIA WATER SERVICE COMPANY, A CALIFORNIA CORPORATION RECORDED: APRIL 21 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-12829. 8. AN EASEMENT AND RIGHT OF WAY AFFECTING THE PORTION OF SAID LAND AND FOR THE PURPOSE STATED HEREIN, AND INCIDENTAL PURPOSES FOR: PIPELINE RECORDED: APRIL 2, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-12830. 9. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF- $57,500.00, AND ANY OTHER AMOUNTS AND/OR OBLIGATIONS SECURED THEREBY DATED: MAY 15,.1997 TRUSTOR: JOSEPH E. VALDES AND ANTOINETTE M. VALDES, HUSBAND AND WIFE, AS JOINT TENANTS TRUSTEE: MID VALLEY TITLE AND ESCROW COMPANY BENEFICIARY: BUTTE COMMUNITY BANK RECORDED: MAY 28, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-19399. CONTINUED PAGE 3 ORDER NO. BU -160023 JS ,TAX NOTE: GENERAL AND SPECIAL BUTTE COUNTY TAXES FOR THE FISCAL YEAR 1996-97, 1ST INSTALLMENT: $527.89, PAID 2ND INSTALLMENT: $527.89, PAID EXEMPTION: $-0- ASSESSED: SEPARATELY AP# 042-590-059-000 CODE AREA 062-164 NOTE: THE OFFICIAL RECORDS OF BUTTE COUNTY DISCLOSED THE FOLLOWING DOCUMENT(S) OF RECORD 6 MONTHS (NOVEMBER 28, 1996) PRIOR TO THE DATE OF THIS REPORT: GRANT DEED RECORDED MAY 28, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-1939'8. -- - - VACANT LAND LOCATED AT 3117 BAY AVENUE, CHICO, CA 95973. PURCHASER: NONE PJ:L7H JUNE 5, 1997 (STR) PAGE 4 m ORDER NO. BU -160023 JS DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. PARCEL II: A 10. 00 FOOT STORM DRAIN EASEMENT OVER LOTS 1, 2, 9, 10, 12, 13, 16, 17, 19 AND 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. PARCEL III: AN EASEMENT FOR .INGRESS, EGRESS, SUPPORT AND STORM DRAIN, OVER WILLOW BEND DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WILLOW BEND SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 68, 69, 70 AND 71. CERTIFICATE OF CORRECTION RECORDED DECEMBER 4, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-47840. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PAGE 5 NOTICE In accordance with Sections 18662 and 18668 of the Revenue and Taxation Code, a buyer may be required to withhold an amount equal to three and one-third percent of the sales price in the case of the disposition of California real property interest by either: 1. A seller who is an individual with a last known street address outside of California or when the disbursement instructions authorize the proceeds be sent to a financial intermediary of the seller, OR 2. A corporate seller which has no permanent place of business in California. The buyer may become subject to penalty for failure to withhold an amount equal to the greater of 10 percent of the amount required to be withheld or five hundred dollars ($500). However, notwithstanding any other provision included in California statutes referenced above, no buyer will be required to withhold any amount or be subject to penalty for failure to withhold if: 1. The sales price of the California real property conveyed does not exceed one hun- dred thousand dollars ($100,000), OR 2. The seller executes a written certificate, under the penalty of perjury, certifying that the seller is a resident of California, or if a corporation, has a permanent place of business in California, OR 3. The seller, who is an individual, executes a written certificate, under the penalty of perjury, that .the California real property being conveyed is the seller's principal res- idence (as defined in Section 1034 of the Internal Revenue Code). The seller is subject to penalty for knowingly filing a fraudulent certificate for the purpose of avoiding the withholding requirement. The California statutes referenced above include provisions which authorize the Franchise Tax Board to grant reduced withholding and waivers from withholding on a case-by-case basis. The parties to this transaction should seek an attorney's, accountant's, or other tax special- ist's opinion concerning the effect of this law on this transaction and should not act on any statements made or omitted by the escrow or closing officer. Form No. 4001 (4/95) OWNERS STATEMENT I HELEN D HARRINGTON, Dr a. of Ohl told .he., her.01 do herby state that l m Dolt D.r..n n ary to part char 1111• to told load and t .col leo Inc Dr.Dar.lion andslecordo Non tot Ohl, map at ,h... •11.1. the border I alta eller Ie• dba.coren 1e he Dual,- IM larlp.ing L Thal portion of BAY G CUSSCK AVENUES, BELL CT, 6 BELL RD, as Nan are the onnesed nap h tet s+nD1e. 2, r ne Access strip, in In simple. , I Mse otter far deditallon In. fo0o.1ng: - 3. INGRESS. EGRESS. SVFpORT , STORM DRAW AND CALIFORNIA WATER SERVICE An o..am.nl fo• hpres, •fP.tt. support. storm Hain and CWIorNa Water servk. e•er, avast and Vnd.r WILLOW BEND DRIVE at ane., h,r.o,. Iw ae by m PIAGA U1i011es, Le. Ealartem.nl, Fire Or .....ion , welter. and other Public and County agencies , their reN.M, and personnel, and to a0 Let O.n.rt eilnin IN, SubdiNJon and mad• appuel.Acef to sold lets. 4. UTILITY EASEMENT Ees.m.nn Io Pacific 8si1 . P.O,SE.. 31.11 TV Cable and Cal -Wal., fer:hsta0o11.n, rllaht.non,. and alien of aR mi0lin lis Ph— heron. Coa.enb to Pacific 8.0, P.G. L. Stell. TV Court and CMil ut .Wai.. fpr hslWlaRen, mehl.nonco and repair of oilities, taus Ilion on, duosOr old ander the Pylic UIh111 Ca,emrnl. IP.UFJ ,hu.hereon P , tap.IMr .Ill Int right Print And at And rt . a. all.. sora. lea is t . Nn ea r grabs and bl.lk HELEN P. HARRINGTON AC.YNOM'L EOGEMENT STATE OF CALIFORNIA I COUNTY OF BUTTE Its on AyFa S%/8 . 1981. baro,. me , In. und."urad . a Nefmy Public h <nd la sold SI.I....... rwq a'P.., ad'HELEN P HARRINGTON , proved to in, an Ih4 basis of satisfactory .Wd.rHo to be Ii, ....... .note name is ..ascribed 1. IN. htlrvmrnf cod ac.na.ta21 that they .ac f.d In. smne. WITNESS sir end ala olNc•.1 sea, �PyI� L�tnc! it �^ .. •f: . 0 SURVEYORS STATEMENT I, JAMES M HERRICK, de hereby slot• 'hat 1 e e licensed our rola. .I the Stole .1 C.Illaleie, Ihol the mop of Witt OW QFNO S0001VISION leplelenlo A tv.rel made undo, m/ dN•clion in Jvne, 1989, Incl 11 i m aple.. • .Z., I..I lb• m elle too.. •III be tel ube In IN -11a epetlllon o o, bare,• Oclobe. 1, 19 r - m n 89 and Sill .utllcl•al to .,able the Luray la be ,elraced. OY. rA.t1 JAMBS M. HERRICK L3 3616 NO, L55 616 Esp. 9.30.90 a 0! A Lya� COUNTY.S(/RVEYOR:i STATEMENT 1 hereby .Iola that 1 hero e.amlaad the Nom map of WILLOW BEND SUBDNISION .nal II Is sy,lanllal11 the soma o. appealed on Ilia I.nlalire map oA Iilt , and any o......I ollaall.a IAa..f , Ihat all proAslo.. al Int Subdlrl.lan Mop A<I .1 the State .1 Cmifor-lo. any Jo.ol ardl... Co. -p,11c01e .1 III• If.. of .pproval of ,old lenlatire map nova bean ...piled rills and 1-.eflsll.d that !h. mop 1. I.,hnl.oll/ .orlect. llv,g • , 4V WILLIAM CIIEFf R.C.E. 14223 Bull• County Sule.TOP, Esp. 3.31.93 RECORDERS STATEMENT Filed M the ellM• of Ino Recorder of Ih• Co..., of a..,. , Stare o1 CAIUo•nia , es P,O g,M, AS Ib• er 10 dol .1 aS=Cxw , r982 In Book [it, of M.P. al Poll.lsl el In. .......I . NORTHSTAR ENGINEERING RECORDING NO. A9 �. 9tY0. NO. X03. CANDACE J. ORUBBS Bull. County Recorder By: _� L Deputy CLERA' OF THE BOARD OF SUPERV/SORS' STATEMENT I do It ... by .lot. Ib.l en 1%n •� b.: , 1909 the Ballo C...1, a.", of Supa•I.ore of/1-1-111 Aligned the subdivision Map at WI IOw AF Nn OtycON . Eas-nama described 1. If.. 3 84 as s1q.n in Ilbe 0..,,*, 310hmta A..... ..d olbrJ for dad" If.. la rorimis enfiYa an rola, .cc•DI.d m bene. m Ihwe -milia. Teo n. o<cea .trip and Ina, c., lel- D.rlloa al BELL RO , BELL CT, CLISSICK AVENUE end BAY AVENUE,., 4 ... libed in item. 1 B 2 a, a0., in he O.n.,'. Statement heron or. aa.pled In fee simple , Dol.: �c-r•e.r 3, Ig49 WOOL IAM H, RANDOLPH Clerk of the Board •1 $up ... I_, MUM OEM �M � DD DMO�DOO BEING LOTS II AND 14 OF THE "FIRST SUBDIVISION OF THE BAY TRACT" AS SHOWN IN BOOK I OF MAPS, AT PAGE 42; ALSO BEING A PORTION OF SECTION 16 617 T. 22 N., R. I E., M.D,B.8M. BUTTE COUNTY CALIFORNIA for HELEN P. HARRINGTON North Star Engineoring .o occuanrou omL vc cmco,c.vo•,u 9.... ........... 00 JNFCF / of 4 CIVIL ENGINEERS • PLANNERS • SURVEYORS— 114)1.' o, (L3 11 IR.... 11.1 cp%i, )D ° _b . DETAIL 'A' \ a aq g8 V0.)/i o1 r1•1 t•, ICRrr[e)Rr ror! r3; 9 ; 9�Y Naz xr.v /arN RvrJ� � c,yft RvrJF ; R u Or / RR /ft/ A cR n.r.)Y R,,u y�__. stt Of—, 'i♦u eia. ttt otl.,I •.• o..c e.s4 0• sc,L cJ ., �� 1 1 wtM. ...�. Iur 11, ..w/Isa.es•ww �.�Iso.omewo/ AVE • at lati l+s 1/ —�12 IOOax7b,C (qr{J'IR• __ 7 IC -Lt: r- ,CO' 8 2fo)•.. R RECORD REFERENCES IQ M—Ccs s . s 1. as,.v[[s e•[ CIO— • ceLcuL•r[D e1 oaOIIG e.o e, o ♦ 73. r[• +. 4 • no. 1, rent IT ' ��' r {oo• ., Act. Ie • Boo. 6, ME 6. ^ rest w • • GDo. aa. ••G[ at e :. •r Soon 2o..Kt U P� + J •• eoo•,s, r•u R. u•• eoe. IF 1 1 °.r°d M -0 .r out RC q•r eao•Fo.••cc IPAGC 1 Pti• �� R. P° °e Lr ADW 6i. re4t )9 000�41 I" R.. u.r Sao. 91. •.Ge to ,d •°„\° w. w• —.=. ." 31.11. n -,s•22. . / t �. Yu SOD• Iw, relit )s. two IF .°. M1 +°96Vy LEGEND 0' O "1 f/."re0+ r,r[ 1-10 lf. Sint FOUND L♦' IRO., IV[ T.GG[D L 7. ))K Nt.n C. t ,� S • •owD .oNwt+, [n •s cesetD :��SEO y Mf4q�fJ 0 C4cmaTto FOwf S 9'➢/C �9: Ise..az'IRI,u ' . ,// \'t•� P•� Py'1' c MCIL&T[o D.T. ♦F,gO�•s••S. + /,/ �� �.•?�� IT W—w "I. a Na LS5616 BASIS OF BEAR/NGS IN[ eesq W e[•RmGS FOR rlus sORv[r O M[ C[Nr[NURI. 0, dr •vtNv[ •f SNor•. oR — — 56...0 11 .ND [VIo[+C[a er e,0..- IT' S.O.. K+[ON •f 10.0. OC -0 Cr $.,o L..0 ec,NO + )F•a) . F\ •JYgrI \ % ° _b . DETAIL 'A' \ a aq g8 Q�f No scat 0 "0).b.- ) ........,•\ ILO re019n,e,r,+q • ��c e•. ev[aena o S' -a r ro NUL a sqw[+ 10(/ 03$ L$ .o» �. (f s es•ns ..,'. ass :: (• usa• .. �9a' BftC .. ac:.wq t sas'•e n•c)co s_)eu•o2v.e y6 a.lon. so, L1111* I \e+� us..eIR„ \` ' 00{ Ii n'1 R,•q ru .,, N.e.• Irl•. "��� ;. .t[ ,))Doe.,°. 0SO nr1 • � ,U Rt,r. OETA/L 'B' r �V AVE [r Fla Pn M. au ora IRON nn ft��0/ a \IDa�'/ lul LD{IIK[f ACCORD D•,• tiJ LOT NYN{L+ rc. raw —0. or r.[ ... ,..Cr MIn OILL MAI • MIND MDOWORCH ! BEING LOTS II AND 14 OF THE "FIRST SUBDIVISION OF THE BAY TRACT" AS SHOWN `, e ` IN BOOK I OF MAPS, AT PAGE 42; ALSO BEING A PORTION OF SECTION 16 AND 17, a r T.22N., R. I E., M.D.B. AND M. 1o. S/: 0..." e[., �. „P O' +[^Lw,a A\' BUTTE COUNTY CALIFORNIA .tvtRLr cw.Lora OETA/L C' Ro sc•L[ s//££r T a/ 4 for HELEN P. HARRINGTON NorlhStar Englnooring ro Ct CL•R•,pv I—F C"CO.0-10 • •1920 Ha,Rq.,40D CIVIL ENGINEERS - PLANNERS • SURVEY01 1 s a aq g8 Q�f S' -a BAY R; AV£ 1"31 ' 00{ Ii n'1 R,•q 1114 10111 •.1 I2.a1 R' 0SO OETA/L 'B' +o suv [r Fla Pn M. au ora IRON nn ft��0/ a \IDa�'/ lul LD{IIK[f ACCORD D•,• tiJ LOT NYN{L+ rc. raw —0. or r.[ ... ,..Cr MIn OILL MAI • MIND MDOWORCH ! BEING LOTS II AND 14 OF THE "FIRST SUBDIVISION OF THE BAY TRACT" AS SHOWN `, e ` IN BOOK I OF MAPS, AT PAGE 42; ALSO BEING A PORTION OF SECTION 16 AND 17, a r T.22N., R. I E., M.D.B. AND M. 1o. S/: 0..." e[., �. „P O' +[^Lw,a A\' BUTTE COUNTY CALIFORNIA .tvtRLr cw.Lora OETA/L C' Ro sc•L[ s//££r T a/ 4 for HELEN P. HARRINGTON NorlhStar Englnooring ro Ct CL•R•,pv I—F C"CO.0-10 • •1920 Ha,Rq.,40D CIVIL ENGINEERS - PLANNERS • SURVEY01 1 �-- -ta, �—zTSLB . Q Y•so•aroo• c sr roa.oa . ro.ao• E. u.z f .. roar E. 4s.a• AS SHOWN IN BOOK I OF MAPS, AT PAGE 42 ; as wt24 D DR/VE 14' 1111' rrr, g g AC GROSS •.0.50 R•,000' ON $ 0.94 AC NET w �� . ' 4 $ • �. .soar 1. re)•' L02 AC CROSS ;. .;DDD' 1. 0.T•' 1 UO AC GROSS OA? AC NET s D4 a 8 D3W $ S 1qa ' •• U6 AC GROSS v y - " ' r ii l01 AC GROSS too AC NET �� ; 0.87 AC NET ' e. o.•aear� . 10o ar • . x•.zc --it5.00-_ _ _ --t �.a•rr oar 53 + n6,or W/LLOW 1. . ( it r».ar �,1 tw.ar . It ..+J // T___lDS.ar.-__ d r- ° Dg 16 Dy _ S UU033 LIG AC CRNET s ii LOT - GROSS 2 AC NETAC 0.99 A 0.87 AC NET COURSE DATA DGo 1 ,1 . Q Y•so•aroo• OA..a•or sr 0.87 AC NET y� . ro.ao• E. u.z -•- t0a.00---- .. roar E. 4s.a• AS SHOWN IN BOOK I OF MAPS, AT PAGE 42 ; A e[ r BEND 1 � DR/VE 14' 1111' Q8 ROSS LOB AC G � •.0.50 R•,000' ON .. rr.x. A �r••.r w - E.bar' Op f0•ar00' ON 14. 11 M. • �. .soar 1. re)•' L02 AC CROSS ;. .;DDD' 1. 0.T•' 1 UO AC GROSS OA? AC NET NorthStar Englnooring 13- 014j- �A•1•'aror E.Nrr •. a. •,• ar ao r., a..car `To.ar L• ,(6 © e. o.•aear� . 10o ar • . x•.zc �.a•rr ,1 u� . aoo 00 •.._c>r . ( A•0r rr rr e. loo oo' re O •.•r I.CO.1 M •ar Srar L. .74c" pout . DGo 1 ,1 toa.ar w LOT AC GROSS U7 AC GROSS OA7 AC NET 1 0.87 AC NET y� 0.67 AC NET -•- t0a.00---- �•--- .00---------14ur•--- AS SHOWN IN BOOK I OF MAPS, AT PAGE 42 ; A e[ r BEND 1 � DR/VE Q8 ROSS LOB AC G � ?y 9 LOB AC ROSS R 0.94 AC NET r •,�� � 09a N AC ET q'_j 30 [. iL L02 AC CROSS ,01 e L25 AC GROSS 0.94 AC NET DD DGo 1 9 LOT AC GROSS g w LOT AC GROSS U7 AC GROSS OA7 AC NET 1 0.87 AC NET y� 0.67 AC NET -•- t0a.00---- �•--- .00---------14ur•--- AS SHOWN IN BOOK I OF MAPS, AT PAGE 42 ; A e[ r BEND 1 � DR/VE BUTTE COUNTY CALIFORNIA r •,�� � D q'_j 30 [. iL L02 AC CROSS ,01 e 1 UO AC GROSS OA? AC NET NorthStar Englnooring 0.60 AC NET ' � a. •,• ar ao r., Nar>r or r• 410" 200 — 4 I �`_ ao Ern.n.rw Er[ A. t.u.n' �\ "�0a•' tent cover bale/ s..--arr. 3040.' OETA/L "A" ND Ecu[ w Err Deat•T[D w IE[ —° C TO CBBNrr OF acne ° r>Al -� CUSS/CK .n...• AI1ENUE \ aor v.ar MY --jolc y' too AC C4O55 o Y •wwox[o g 3 _ �•� 033 AC NET 1 v St l � rui 30.4. / • 4 .—C: r ..00- `re0. LOO AC GROSS % •�14rG 1 Q Oa. 0.7a AC NET FEE pt $ , I w Err DOC• o cowry ar rout BASIS OF. BEAR/NCS L EGENO • mar•• war -C 1. NOT ftw . O SET 3— woN rr[ T•GW L6 5616 /JJJ CaCttIATrA IOMT.MO — FOUND M S[T IaINC-[0 Aort . w .ray r t IMIX Ur•dn ew.t., 'adZZI f EO •CCESS STM DEDC•T[D TO COUNT. n BUTTE O MT. I;.- NDN M[ r•44LD U x6 p se, —I C—I P.— ami « NTlR —CNT 1D[. STGVN aux EA:EW"T 10R THE SENE11T or [ora RO 21 TO BE RESERVED IN DEEDS A Nfpq�fr 4B 9•SR•90 o NO. LS5616 m, rt v�+?0I v UL! -LOO \7V o C� [NJDD 0.•r •veu[ w 0.611561E . •ecru BEING LOTS 11 AND .14 OF' THE ? "FIRST SUBDIVISION OF THE BAY TRACT" AS SHOWN IN BOOK I OF MAPS, AT PAGE 42 ; ALSO BEING A PORTION OF SECTION 16&17 T. 22 N., R. I E.. M.D.B.8 M. BUTTE COUNTY CALIFORNIA for OCAT/ON MAP iL No 614E HELEN P. HARRINGTON NorthStar Englnooring re e[curugR o>nL. <Nuo,c•woen. ,Loa rsn0,l.uoo CIVIL ENGINERS - PLANNERS • SURVEYORS sNErr s o! • NOTES [ rw --.1 Al.(w[[T —1 .00rrwR•( wrwuunw.0 Ton NDNY.(TCM•L wrros(( par` D[xom�Rc <pprgRf u p M p.iC IF 1a u0 o MDT wr[wCD o • I[CT R[<dro TIT[[ wi(•GT. t. OCKIp�(vi p v.R[C(1. � (� r/lt •COWK COMSCMI TD • Rl.<[K ••TU fIPRV. vo u uTe.clr uu ADDITIONAL MAP SHEET o Naha 155616 a i m luum V��/%[E H O .r. 0MHOMMOCH BEING LOTS II AND 14 OF THE "FIRST SUBDIyISION OF THE BAY TRACT" AS SHOWN IN BOOK I OF MAPS, AT PAGE 42: ALSO BEING A PORTION OF SECTION 16 617 T. 22 N., R. I E.. M.D.B.8 M. BUTTE COUNTY CALIFORNIA for HELEN P. HARRINGTON NorthStar Engineering •o ouau•rw. omc cwco.c•vmn• u.(. JMs�r cv _ CIVIL ENGINEERS •PLANNE(RS SURVEYORS Form No. 1o68.EAGLE (2/10/91) Addendum to Exhibit A ADDENDUM TO EXHIBIT A LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (By Policy Type) 11. AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY -1987 WITH EAGLE PROTECTION ADDED EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: • land use; • improvements on the land; • land division; or • environmental protection. This exclusion does not appy to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the coverage described in Items 12c and d, 13 and 18 of Covered Title Risks. 2. The right to take the land by condemning it, unless: • a notice of exercising the right appears in the public records on the Policy Date; or • the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking. 3. Title Risks: • that are created, allowed, or agreed to by you; ' • that are known to you, but not to us, on the Policy Date -unless they appeared in the public records; • that result in no loss to you; or • that first affect your title after the Policy Date—this does not limit the coverage described in items 3b, 8,17 and 19 of Covered Title Risks. - 4. Failure to pay value for your title. 5. Lack of a right: • to any land outside the area specifically described and referred to in Item 3 of Schedule A; or • in streets, alleys, or waterways that touch your land. This exclusion does not limit the coverage described in Items 5 and 12a of Covered Title Risks. 12. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY -1992 WITH A.L.T.A. ENDORSEMENT FORM 1 COVERAGE WITH EAGLE PROTECTION ADDED EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the Land; (iii) a separation in ownership or a change in the dimensions or area of the Land or any parcel of which the Land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affect- ing the Land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under insuring provisions 14, 15, 16 and 24 of this policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under insuring provisions 14, 15, 16 and 24 of this policy. ' 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the Public Records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without Knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (this paragraph (d) does not limit the coverage provided under insuring provisions 7, 8, 16, 17, 19, 20, 21, 23, 24 and 25); or (e) resulting in loss or damage which would not have been sustained it the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of the Insured at Date of Policy, or the inability or failure of any subsequent owner of the indebt- edness, to comply with applicable doing business laws of the state in which the Land is situated. 5. Invalidity or unenforceability of the lien of the Insured Mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured Mortgage and is based upon: (a) usury, except as provided under insuring provision 10 of this policy; or (b) any consumer credit protection or truth in lending law. 6. Taxes or assessments of any taxing or assessment authority which become a lien on the Land subsequent to Date of Policy. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (i) to timely record the instrument of transfer; or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. 8. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This exclusion does not limit the coverage provided under insuring provision 7. 9. Lack of priority of the lien of the Insured Mortgage as to each and every advance made after Date of Policy, and all interest charged thereon, over liens, encumbrances and other matters affecting title, the existence of which are Known to the Insured at: (a) The time of the advance; or (b) The time a modification is made to the terms of the Insured Mortgage which changes the rate of interest charged, if the rate of interest is greater as a result of the modification than it would have been before the modification. This exclusion does not limit the coverage provided under insuring provision 7. SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Environmental protection liens provided for by the following existing statutes, which liens will have priority over the lien of the Insured Mortgage when they arise: NONE. 13. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY -1992 WITH EAGLE PROTECTION ADDED WITH REGIONAL EXCEPTIONS When the American Land Title Association loan policy with EAGLE Protection Added is used as a Standard Coverage Policy and not as an Extended Coverage Policy the exclusions set forth in paragraph 12 above are used and the following exceptions to coverage appear in the policy: SCHEDULE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: Part One: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in acts authorizing the issuance thereof; water rights, claims or title to water. 6. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. Part Two: 1. Environmental protection liens provided for by the following existing statutes, which liens will have priority over the lien of the Insured Mortgage when they arise: NONE. 4. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY -1970 WITH A.L.T.A. ENDORSEMENT FORM 1 COVERAGE SCHEDULE OF EXCLUSIONS FROM COVERAGE 1. Any law, ordinance or governmental regulation (including but not limited to building and zoning ordinances) restricting or regulating or prohibiting the occupancy, use or enjoyment of the land, or regulating the character, dimensions or location of any improvement now or hereafter erected on the land, or prohibiting a separation in ownership or a reduction in the dimensions or area of the land, or the effect of any violation of any such law ordinance or governmental regulation. 2. Rights of eminent domain or governmental rights of police power unless notice of the exercise of such rights appears in the public records at Date of Policy. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the insured claimant, (b)'not known to the Company and not shown by the public records but known to the insured claimant either at Date of Policy or at the date such claimant acquired an estate or interest insured by this policy or acquired the insured mortgage and not disclosed in writing by the insured claimant to the Company prior to the date such insured claimant became an insured hereunder; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent insurance is afforded herein as to any statutory lien for labor or material or to the extent insurance is afforded herein as to assessments for street improvements under construction or completed at Date of Policy). 4. Unenforceability of the lien of the insured mortgage because of failure of the insured at Date of Policy or of any subsequent owner of the indebtedness to comply with applicable "doing business" laws of the state in which the land is situated. 5. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY - 1970 -WITH REGIONAL EXCEPTIONS When the American Land Title Association Lenders Policy is•used as a Standard Coverage Policy and not as an Extended Coverage Policy, the exclusions set forth in paragraph 4 above are used and the following exceptions to coverage appear in the policy. SCHEDULE B This policy does not insure against loss or damage by reason of the matters shown in parts one and two following: Part One: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, at claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof:' 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. ; 6. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. 6. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY - 1992 WITH A.L.T.A. ENDORSEMENT FORM 1 COVERAGE EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. k- 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Dale of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien'of the insured mortgage over any statutory lien for services, labor or material or the extent insurance is afforded herein as to assessments for street improvements under construction or completed at date of policy); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable "doing business" laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. ' 6. Any statutory lien for services, labor or materials (or the claim of priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance.' 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. 7. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY- 1992 WITH REGIONAL EXCEPTIONS When the American Land Title Association policy is used as a Standard Coverage Policy and not as an Extended Coverage Policy the exclusions set forth in paragraph 6 above are used and the following exceptions to coverage appear in the policy. SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 6. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. B. AMERICAN=LAND TITLE ASSOCIATION OWNER'S POLICY - 1992 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited'to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy, 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured.by this policy. 4. Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency,.or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest. insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. 9. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY - 1992 WITH REGIONAL EXCEPTIONS When the American land Title Association policy is used as a Standard Coverage Policy and not as an Extended Coverage Policy the exclusions set forth in paragraph 8 above are used and the following exceptions to coverage appear in the policy. SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: Part One: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 6. Any lien, or right to a lien, for services; labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. 10. AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY - 1987 EXCLUSIONS In addition to the Exceptions in Schedule 8, you are not insured against loss, costs, attorneys' fees and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes. building and zoning ordinances and also laws and regulations concerning: • land use land division • improvements on the land environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: • a notice of exercising the right appears in the public records on the Policy Date • the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking. 3. Title Risks: • that are created, allowed, or agreed to by you • that are known to you, but not to us, on the Policy Date - unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date - this does not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. 'Failure to pay value for your title. 5. Lack of a right: • to any land outside the area specifically described and referred to in Item 3 of Schedule A, or • in streets, alleys, or waterways that touch your land ;. This exclusion does not limit the access coverage in Item 5 of'Covered Title Risks. t �� RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: y o I d e Z BUILDINGPERMITNUMBER: q 7- IO p/ PLAN CHECKER: _ J kAl AP.NUMBER:JINERAL Zoning requirements: (side yards and number of permitted living units). xvaluation. Plans signed by designer5? . Proper description of work on application. ,.S! Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations end plans. Foundation plan complete enough to construct building. X60 40 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. to la n — (kf jmr Roof construction details complete enough to construct building. %Yu SS Rafter ties or bearing ridge beam. Fireplaceconstruction details and talc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 S /Vtco(Arlt-rd /o 3.2 nJL- ��-a:a..Lru�cVVJ 11�MJ 111 .lri)� Ull l hOK• Stairway details: landings, rise and nm, head clearance, handrails (Section 1006). ' Guardrail details (Section 509). Brick or stone veneer (Section 1403). r 'Exterior.plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P. G. requirements. Noise requirements on duplexes. Energy design. Srokc q_p 'bo nn a. - Flashing at all exterior openings. C.D.F. responsible area requirements. II- • .- ., .V .'. k - .., , . r July 1996 3.3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE �I`eN,L a4AeLEs j q fzI rA J Building Permit No. � ! /DKq/ KZ' SP - NAME: V 'e �lJ�OWNERS a I d, NUMBER: PRINT LAST NAME FIRST COUNTY ZONING r� DESIGNATION: 9 T LA FLOOD ZONE: X FLOOD MAP: ©/ S Q APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP . 9 f A c DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: WAS' ¢Z -- 5'9 - �f0 DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: W14 1. 0 k/ 13C/VD kTva DATE OF RECORDING I d S S LOT J BOOK PAGE &9- 7/ COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. X8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 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 DA sim. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. l 25. - 26. waIN31140713AN 4NVI 3.111718 10 A1N665 L661 Z Z AN C13AI3038 LD 7/96 C:\WP51 VORMS.K\BLDGPERM.CLR 6RIS/o/ 9"7-9//S?16$ NORTHSTAR ENGINEERING. 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT VA 1,DVi i � D �%i�G JOB No. (:20 LOCATION 0 A I �J Oo D Ay�• DATE I CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual . MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel:. ASTM A-36 Steel Pipe: ASTM A53 Grade B [achine eel Tubing: ASTM A500 Grade A or B Bolts, Anchor Bolts: ASTM A307 Grade A od Connectors: Simpson Strong -Tie or equal. od: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: ��D psf, Floor Live Load: "ice psf Seismic Zone 3. Wind Speed: mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing : I zoo psf ARE SPECIAL INSPECTIONS REQUIRED ? I� GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index .or bearing capacity is by others. Page 1 of 0 BY: Jrig, DATE: ':;�I I JOB NO: PAGE Z OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 r- , �Z. AV I T _ -r !_ 12-00 F_ C, - jj •(`'1 Imo. i 1 � I t I. 3-. _3 , [' MASTER rt I (;I l•:l •ww ...p'.i.tM \fb4 / [i .Z I � I e .•.e ��uJ `1 V•: 1 t _ a . C, _ _',.. .... .. ... .. .. . — I % ,•, \.-....: , , QTS -- I i li.'.' ,... •..i e1.Yi ��'J I `I � : s7 � � • .:.' �-•.. r_ �'ai —CC i jai vH:.1 ,•. T. ,, I r Ai:l. `�t�. rt i NI .<J A:': _�-••=•"__ � .Jin: ' I BDRM.�2 BDRMNS ' I � {/��✓�J� -._ �' r.rw:w x<i r•. n:•�Tni" EI -10 0 I 1 BY: J M V_ DATE: '3197 JOB NO: (pQ 14— PAGE 3 OF .NmthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916.893-2113 BY: Jnr DATE: Gj q JOB NO: I + PAGE + OF NorthStar e ENGINEERING Civil Engineers• Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 �-IN �GoNTI�Juv7 -: --- - cTrl LAS .. o 2)C ti 6QA P! SIN12� 4 ;GoIpL L I IBJ 3 C Go ►-'I FA - l-•_1 I 1 1 D V� . S' I r1 IG� v►,..I I �J C. -�?T, 13;. = - ,o12,_ksF � -974 • - 14,1/i) (5-� rl S 12. YP. 6D.t 1-;1 5 IzY VJ A!._L_ _ 1^15 ALL 6 G A = 1150 2. - D7 - .L SHEAR WALL SCHEDULE SHEAR WALL Aj A. Q3 ® ,15 Q 0 A ALLOWABLE LOAD/FOOT 2roO 380 490 550 x040 7C O 980 1080 1,2,8 PLYWOOD 3/811 3811 3/8" 3/8„ 3/8" 3/8"C -DX 3/8"CDX 3/811 STRUCT I CDX CDX CDX STRUCT I CDX BOTH 3 BOTH 3 BOTH 3 SIDES SIDES SIDES EDGENAILING Sd (a .6" ad (a 4" 8d (@ 3" 8d (a 3" 8d (@ 2" 4 8d (@ 4" 8d (@ 3" ad A 3" FIELD NAILING 8d A 12" ad 0 12" 8d P 12" 8d A 12" 8d (a 12" ad (a 12" ad 0 12" 8d is 12" SILL NAILING50 16d (a 4" IC6d (a 3" ICOd 0 3" ICOd (a 3" 16d (a 2" ICOd (a 1.5" ICOd (a 1.5" N.A. CLIP, BLOCK "7 L550 1-550 L590 L590 L590 L590 L590 A35 TO PLATE ra 22" is 14" I(0" (a 16" 12" 0 12" (a 8" Ca 4" ANCHOR BOLT 5/8" 0 5/8" m 5/8" 0 5/8" (P 5/8" 0 5/8" (P 3/4" (P 3/4" 0. A.B. (SPACING) 52" 3(o" 28" 24" 20" ICo" I(0" Ido" ANCHOR BOLT A.B. (SPACING) 1/2" 0. 3F�" 1/2"0 24" 1/2" 1 ", N A N.A. N.A. N.A. N.A. NOTES: I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS C . PREDRILL SILL NAILS LESS THAN 3" O.C. 7. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL 8. 1/2" TI -11 SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOOD WHERE OCCURS a Y 9� m O CD CD d CD _ t = cn 1< BY: �Mp- NorthStar L.�A D FOOT...- t .M IAMe 1..%y 7��� DATE. s11j 7 20 DECLARATION DRIVE ENGINEERING JOB NO: (pp 14 CHICO, CALIFORNIA 95926 PAGE OF Civil Engineers • Planners • Surveyors 916-893-1600 GA cU�ATIaN�. Folz I I L NAILI�1G. . A.. 'GNo9C.Bo.I-TG Pik, 2HeAP4-JALL... AGN >71-�1� :. P�9 -I fir. ��Po. DSS) .. GAPAGITY . I9 4 U BG - IG bo PT No:. N X12. - Z.72 ; 11.2F - I 126;0 t 1270 (1.3�� .x.3(.841)=..280 102gol�T . I� �. 3�r :4(I22) .=..4�0 I� 2 0Zo l4 12 + (I.33) _o 17 d g LT .� Zg I-1 A I I, P- 5,PoP-T- 5--, f2- - 27Z 122 NAIL, .?�P,AR: hA� - L.�A D FOOT...- -51L-L. NAI1�....GAPAG�T.Y ° NAIL _. A�HoP, PoL.T.. ANGHoK �T =.:� PAG I TY IO 2�v0 I (off q -II �(I ZZ) = 3lv�v . S�8 !I? >.3� .x.3(.841)=..280 Az 380 I� �. 3�r :4(I22) .=..4�0 s�8 36II 3'6.1 7 =.420 <841 A,3 4-io 1( 11) 3"' _ 4(iz2).93(I.2� =,sqo 5 I(.. Ilo�_ _46ZZ) = 4°Ia L slg..24!� .:o(i.2�).=- 0�0 I� 732�8;a� 0 760 I& c I Ili. 8(I22�.= f 0 �P� I�� I.'IZ'I 8(I22�-I&o 7�.(1.7o)=.I:2g Ao Io -8o . N. A., fJo A.. 3I4.. ep 16'' 7� 1 ' BY: -T tj W - DATE: 5'0I7 JOB NO: 60014- PAGE 001`i''PAGE 7 OF NwthStar' ENGINEERING Civil Engineers • Planners • Surveyors a�pFES SIoh. 1 `�� ��.� M• RIC � 20 DECLARATION DRIVE. ICO, CALIFORNIA 95926 N916-893-1600 CIVIL rF p oLT Pop- 51-I�c•RwA�� S�N�DU�� Posy PSR FL_ar�l �F HOLDOWI,,I PSR PLAN cotil�f�l;T� Fool tJG PEf, (LLA N LJ r�. LL SST$ l, -JI AR Rol-. a?N TOP .. OF. &0LT (..L*... _ Pol N T"11J IN THE DIQd--TO Rp-..QUIRD-"--BY SII" 1P�hl .IF PST" IS AC-TUALLY DOUBLE STUD F5-D6iC-- NAILIN61' 1`5 R�QUIrz�D FIZOM PLYkJOOP IN -'o F AGH -27LID FULL Hr--l6i I7 P•NcH0R *.' LT '�pcHFDUIr-- HD ANcHolz P ale, . Le CAPAc IT Y mil-J,THIcKt�l�SS MIN- STEM HDZA �.�Y�ZO GJ" 1 11 3.81 K (011 4.a5 HR&A �sTP ..34 X11 Z S S. 10 8'I HDBA 15,12Tf�-34 511 Z S" 7.91 K gII Hb Io^ `55T1�?74 Z,1II X811 e. al K 811 T YPic AL-- No S6AL 5� HoL.,DOW N V BY: M ^ NorthStar DATE: �I 7 ` x 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95926 �- JOB NO: GO 916-893-1600 PAGE OF. Civil Engineers • Planners • Surveyors pL 8c V1 W0F F:IzAMPS-- 9 FL.A �-j Zx 6Lo�� �oNl"iNUoUS GL,I� P�9SH5-P.iz.l�1ALL Sc H5,DL-IL- iNT�Rior� FINISH PLYI^jD � ELI PER SHE�-A?,I-JALL SGHEDLILE r-,XT�9,IOR FINlSH �!o .SEAL E 4g0PESSIO& M RICy C C 053590 p CAVIL el OF CALITV BY: DATE: �� 7 JOB NO: %14, PAGE OF NwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 .., MoD PSK- PIAN !� I� o. c. SHEAR TRANSFER 7jc) SCAL E RooF FlZAMING-1 PEP- PLA�J GYP D. Pt�,IZ. "ALL PSR PL -AN ILJ STUDS 0 I&I' o:c. gALLOCIIQ FF.AM5-:D 4�®FESS104�4 B 4 1p� C 053590 ,�4 G " 1 /,A Sq CIW tL ��tiQ TF OF CALt�O LONGFELLow LUMBER CO. ■Quality Truss Design ■ Roof & Floor Sy* stems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: V� Address: `3 11 �- c of C,o AN: a 1z - � ` INC. Job No: `2 -� — l 64 f Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 -ri le r„pq Timber Products Inspecfon, I$h . 8 'f P.O. Box 20455 SIXOM' P MEW' Portland, OR 97220 9� 11.204 APPIR-OVE'D AUG -25-97 MON 12:50 1 `rrUA4 9 Tri S TYwA,d LONGFELLOW LUMBER lag " nae arzr-ac I FAX NO, 9168930140 P. 02 VALDEZ-WALK IN WEBB HOMES - T7 35• TOP CHORD 2x6 FL J2 ,BOT CHORD 2x4 FL 01 (u WEBS 20 FL Standard :W4 2x4 FL #1: PLATES DESIGNED FOR GREEN LUMBER PER HUS•91 IAULC 7.3.3., ROOF OVERHANG DESIGNEU FOR A 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL MOVEMENT OF 0.11 - DUE TO LIVE LOAD AND 0.14 • DUE TO DEAD LOAD. ROTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.28 •. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.23 •. ADDITIONAL CONCENTRATED LOADS IBC - 100 -LB Conc. Load at •9.30. SX6- 6X80 2.5X4 4X60 5 1.5X4 It W4 Z 3X40 8X123 3 ` 3X14(Al)f 5X6ft 5 X 6 ilea 100 9-0.0 17-6-0 9-3-12 R-1279 W -3.S° THIS DVG PRTPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE.WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: 1111S IRUSS IS DESIGNED TO BEAR AND/011 SUPPORI ADDITIONAL LOADS A'I SPECIIIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS 1S ERECTED PROPERLY. IH)IE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. HOST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4ft 4X63 5 5X46v 1. SX4 W 4X4® 3X.4 (Al) sa \� .-8-0-0 Lc -4-0-0 2 0 0 BUTTE COMT-Y 7-6-D I-4 16-8-0 -j @M 0 T -0-0 Over 2 Support R-1605 W-3.5• APPROV PL YP. ine PI -95 R Design Criteria: UBC 18.1b8 CA - I - - - F Scale -.1875° Ft. • C7 O C7 D •wuuiae•• nasus Ico11i (AMIN coat It taulcAtloN. NANUING. STIP11N0, IASTA41116 Am oucua Nu[1 14 KIN -91 41109LIAG 90TALLIKS AIM 01IACIN61. PCSLISBM BT 101 1T1USS /LAI[ TC LL 16.0 PSF REF R427--87626 C] 11111TDot. tat N YNef1N ON- sett[ too. IaN114111. 9I .'13719), FOt SAFITV I1A41ICIs ►1LGL 10 m. lo) cacao rat[ PufluT muct[D fi TC OL 15.0 PSF DATE 06/27/97 Q rufcamu gust nscT{Oa6. Wltst OTami" 103u"at �1 1J cz) STNICTwa rJUIS, a0T10a "010 STALL RAIF A r10r[RLT ATTACUP 11030 C1tllll. •11101rANt•• FM111511 A COPY OF TRIS 0[SIGN TO It[ INLIALLA1101 CONTIMM. AI?tK9 IM U NE$ • BC OL 5.0 PSF DRW CAUSR427 91118020 0 ALPO Q f: oocss. 11C. SMALL NOT It RISPONs[Nlt PoR u1 o[runol flog rrLt 9['119[: ANY FAntal To Ilio II[ uosscs 3N COfORUNCt Vita Tin: ON FA111CAtlu, u1oLINB. SNInC1O. ItsIALLATLON oa TRIS orslu CokFotas Uit AMICARu no)1SIOIS a INS JUT14NAI 1ISIGN '� tla BC LL 0.0 PSF CA -ENG PBC CWC 11Attle V uoss[S. 4g i'OT.LO. 36.0 PSF SEAN - 110889 Cositcr41sllltPSSlotsOf 111) 031 61111. CAttl ICCII AS NOTED. A?PiV CONUCTUS To TTe ZOGAlASIN Alfj 1131 lie DUR , FAC. 1.25 FROM MD USSCUR FACT BY Cuss. Am OILEII OT9EANISI LOLAICO 01 OCSISM. POSITION CON1tCTOas ptAllaRt 370, 3N0 ANO 11N J -I. AN INOIU941A. fEAL ON THIS 011911111 AFPt1LS ONLY TO Ttl1 9[3[49 C��t SPACING 24.0m Q © O OF IN[_RUSS OI►1Crt0 NAR[ AND :MALI NOT BY PRIIO UPON 18 ANY NINCR MAY. �� - Job: O / THIS DKG. PREPARED FRON COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. REINFORCE TRUSS FOR NEW BEARING LOCATION, gNO•REPAIR NECCESSARY'FOR THIS CONDITION AS -LONG -AS PLATES, \AND LUMBER'INDICATEO W ARE IN THE FIELD IF DIFFERTENT (?THAN ORIGINAL ENGINEERED DES I,GN.,� ,"e " �'r"'+" NOTE: `SEE -DRAWING ^CAUSR427 97178020 FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE, AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 0 —( 4- po5ah tZr �i-,ARLI 4C, 1 w 0 to 0 0 35'-( l - f' cow OVER 2 SUPPORTS R-14680 W-3•8 R-1418@ W-3`9 M MOLT,P .rco C= C= 00 0 N o 0 0 0 0 C= C= C� o 0 0 o 0 0 0 0 c ALA I N o 0 0 C7 TIUSS 0 0 o Q a c 0 *IHPORTANT**/Lp�U.OMMMIEY ""0101 — pKL MOT..1r<srwts►s roe Aw at unos "p1 wa Ksm so THS areclrTCAr16m a AIM F&TLUW TD WALs TT! Iw IM CWV*mwat InK OW n TPI. ar+Me ewsloa Ras tune TR sow slLr_ rTew MVM A6rM .ue a 6 OK7aT $9 IOTiD. YPIr aor6Krora m 6KM nleE aF =M A S WUa 0T1ID M uw® W Tmn ocsua XMITSM orecras Pa wrs.cs m tw 6 )sea -r, =IN 6rpe+llo9 cow IVOWLICA" worlf13ls O am 6 TPI. AN musevril SEAL M MM OIWM AMurb To TME Lvrolmn OPIC90 lila nl O'lbc, ATn olnA w� of 1lsLtc-0 oaw a un arsEs lur. _s - - -ir WARNIN(,a""�1E01�oTsacc-a �ESSI MYrLIPd tsutcpo AM a muln. $a nm m a Tr2. sm T6I6 Onus IM AOIM=k rPOCIAL f WOMT MCM R arIllmlos. ani oTleartst uuuaa � � o4+r t11I1A Of u,wuat, wm0o .rrN Lr A"A090 Amos ae.nuss. SOTto» 'flu' MAT3TtI AriA MM 111390 QMIkQ - a � RV)! T1:L1r )CAL VWs D/Anti rpt MIOPt1T SINN L ~Moss. FUWMH A eor► o< TUI6 � CiYlr. � OssTSM to raE Ta/.. [+QTtas c6nMxm1. _DRtr.cAT— a.r .em eriemueTtml Oe r.►Lli� n v rt TC LL 16.0 PSF TC DL 15.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT . LD. 36.0 PSF - r- F 8427--22657 DATE 08/21/97 � 3 CiS9, 030 CA -ENG PBC DUR. FAC. 1. 25 SPAC iNG 24 . 0 if, REINFORCE TRUSS FOR NEW BEARING LOCATION. REPAIR TRUSS BY ADDING A NEW WEB._WITHPLYW000 GUSSETS TO BOTH FACES. P)� i/�2"`PLYWOOd46USSETS JAPA''SPAN-RATf_Ql CO GROUP 2. !{DOUGLAS-FIR/HEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE'� PSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORO. .FASTEN,ONE-GUSSET TO EACH FACE OF TRUSS WITH EQUALLY - 0 " SPACED 8d COMMON NAILS AS INDICATED BY CIRCLES. NOTE,, PLYWOOD IS -TO HAVE -A,5 -PLY -CONSTRUCTION: ' (W), ADD 2X4 FL 41 OR BETTER. ((E).PLATE SIZE RE;UIRED. THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBNITTEO BY EDGE DISTANCES, END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. NOTE: SEE DRAINING CAUSR427 97178020 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. (P)IONXISO NFA. wi QfLa o� ry To e ,HS616 �( 4X12 IFS) j (E)6X6(A2) �I ' 3 - 8' �(E�1 4 (P)i0°X18" 10 33 ' OLD BEARING LOCAION _ 1 _ N�1 NEW BEARING LOCATION .� _. 17-6-0 17-6-0 -0- 9-3-12 9-0-4 16-8-0 -O- 3 �o vat' OVER 2SUPPORTS R-13844 W-3"8 R-15004 W-3"8 Ap W:4 gT. TYP - A A T a TA - -- V B 15 75 .� 0 0 o a o o N *IMPQRTANTitlt4L°°' °i FNoouels y' fiYll TQi K 0089c19L8 PW Dc Fllq p SON w TAlSE tPecvrtuloMl an a1v WARNINQ"'�E' Pi0'1ol BAT811M: elm TN Yank N9O. E9EICTION wu91A. BR 11fag1 M. 1Pr, EEE A116TC pett TC LL 16.0 PSF 15.0 PSF REF A427--22657 OATE 08/21 97 M19 um TO a" "a TBtEB rN cwnw xx SUN am p TW. UPiK COODUTBB6 ANt OW OF ?OSA SALT. SIM P[ETPd AM MM CR O l' UR AS NFTE0. AP/LT Col 4MWtI TO CAW FACE EF FP79 ABOt111ML SMIAL PmAim MTC qNN Wag. UAMS OTIEMIMS tWICAIM COO SWLL r LAIT1 "T &I&= VITO . OL Br- OL 5•0 PSF ORW 3.05% Q28 CA -ENS PBCDMICTORI ATRUSS BC LL 0.0 PSF Will AeDMgS& OMBNtSE LOCAMN ON THIS AE990K POSITION LY ATTACHED PLUMB SWATMIMO. OOTTTIB M tM90 ENDS, 7706 CO C MAW. SEAION BTAMM MI, MIN POCPEIM,1, much 0 N1011 MUM —CDWVM � TOT.LD. 36.0 PSF O O O WAM U NE MVIISIOPS of Mos i TPI. AN EM111CM-9 SEA on THIS WNW APPLEES To Tie towmirr OEPICTEo NESS IN GALT. AW BULL NOT BE PI410 WON MANY OWER MAY. ALPLW TET7MNIGL WCAM PA MfI FOB OMYILL AFPLICA1roM. FmIss A DOPY of THIO MCOW TO TNF =05 EPSCTIOE CONTRACTOR. C(y �OF OUR. FAC. 25 .--rw - TW% Purl 1T6TMIL 1•a - 9001 IM110 AL Man SPACING 24.0"_ amtriurtON FOR nom MPsiaCl lOn C 'VALDEZ-NALK IN WEBB HOMES - T8N 35' TOP CHORD 2x6 FL R ,40T CHORD 2x4 FL #I NESS 2x4 FL Standard :W4 2x4 FL #1: rC ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HUS•91 TA81.F. .3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH T11E REQUIREMENTS OF I.C.6.0. RESEARCH REPORT #2949. CALCULATED UORI7ONTAL HOVENENT OF 0.13 - DUE TO LIVE LOAD AND 0.16 • DUE TO DEAD LOAD. (NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.32 '. ` .EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.27 '. ADDITIONAL CONCENTRATED LOADS -- SC - 100 LB•Conc. Lead •at 9.30 TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONTRACTORS NARKING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IIISIALIA110H TO ENSURE TRA") THIS TRUSS IS ERECTED PROPERLY. HOIE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X40 4X6,0 5 1.5X4 % /. JA19 tAE1 — O 3X4 (Al) e 100 2.0.0 12-0-012-0-0 17-6-0 7-6-0 9-3-12 9-0-4 16-8-0 -J 35-0-0 Over 2 Supports I R-1378 W-3.5' R-1506 W-3.5' e f� } ROVED PLT TVP. A 1ne i h Sen t TP1-95 R Elesi n Criteria: UDC 18.1b8 CA - 1 - - - F Scale -.1875u/Ft. c:3 m O •s+RgtA16'• nTnstf Q[mtu Irfr[Jt L+rf q f+sr CAT[O.. r..PLENs. SMIPrim. INSFARIn AND Illclu. tEFIH T-0 SIB -91 (MAYDIIK lritALLlBa All Il+C1N0). ►W 111atD BY IPI trawl ►lAlt OR.. SUITE 210. rADISOI. JI SMS). Hca SArM P24CTIcts PRIDI 10 TC Li. 16.0 PSF REF R427--87629 O IaniTsir. In o•ar0TI0 PtUUpjl4 19M FORTIONS. UILESS ITURVISt INDICAIII. TOP C41SHAM PATE PROPERLY �TIA"10 7C Dl 15.0 PSF DATE 06/27/97 0 STBWNRAL ftw". lotto/ CROID SALE RACE A PIOPtrIT AITACIUD 119111 C[Illac. FWISH A COPY OF IBIS OES10 Ts IME ISSFLLIITION NQTAACIM- "PIK [ImuskID •XOSCIS. ,• r" ,� y BC DL 5.0 PSF DRW CAUSP421 91118021 INPOrTABTA4 arc. SMALL WT of NWOSSIBLE For AAT' 09VIATION FQa TN)S OIStw: APT FAl/tll Ia CA - ENG O PINE O IUTLS TIE tint[$ 11 CAIMPARCE ■IIN 1111 ON FAIJICAnJD. NA1111211. Stl►Plrs. INSTxultar Ot AIS DESIGN BC LL 0.0 PSF PBC C4JC IIAtIaO OP THTSSES. ISIS OtSI6I COrFOWtS BIER APPLICWit tIONISIDJs OF (NATIOtiI HaC TOT L D 36.0 P SF S E QN - 110883 ZTRUSS SPECIFICATION PORLISral IT All ME43CAX rw1S1 Aro PA►Ia AS.SOCIA19011 ABU TPI. ALPINE NOTED. MIT CANAICIM 10 * � 6joy1 . . COutclOrf Art JADE or i0" ASIN AE63 wt till. STEEL. ErCIPT AS � DUR.FAC . 1.25 FROM MD t1Cr PACt OF T�tUfs. ARD MISS OTBtQNLEE L«Atls os IBu 011361. FOSInoE carYtclus PER O! THIS DAAl1IG AP►Llq MT 10 lot DESIGN Irf� C11fIL ° C1 D aAr1I103 110. 160 110 EEO A -T. L1 EYalrttR'i f[AL os T6t T1 USS 111►ICTIO slat 4X0 frlil r0T 0f 1[I ICO UIOX IB ABT OTNEQ VAT. ,A� SPAC I NG 24.0 Job: 0 / (REINFORCE TRUSS FOR NEW BEARING LOCATION. REPAIR TRUSS BY_)ADDING A NEW WEB WITHPLYWOOD GUSSETS TO BOTH FACES. \'(P) 1/2" PLYWOOD GUSSETS. APA SPAN RATED. CO GROUP 2 (DOUGLAS—FIR/HEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE OF TRUSS WITH EQUALLY SPACED 8d COMMON NAILS AS INDICATED BY CIRCLES. NOTE. PLYWOOD IS TO HAVE A 5—PLY CONSTRUCTION. (tt)� ADD 2X4 FL /1 OR BETTER. (EIPLATE SIZE REQUIRED. (N) ORIGINAL PLATE MUST BE UNDISTURBED. THIS ONG. PREPAK0 FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. w EDGE DISTANCES, END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. NOTE: SEE DRAWING CAUSR427 97178021 FOR LUMBER. PLATES. iO AND OTHER DATA NOT SHOWN HERE. o AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 70 r6a;ls �p1 (P)14"X18" `• (N)3X8 10 } By a 3j �.I (E) 4X4 f 1- 10 30'10"4 NEW BEARING LOCATIm ' 12 1 OLD BEARING LOCATION 11 17-6-0 17-6-0 (P)10"X1 sp r vj -0- 9-3-12 9-0-4 16-8-0 -0- OVER 2 SUPPORTS R-1282# Wa3'8 Ra16020 W-3°6 ` .qco 0 0 0 0 0 No 0 0 0 0 0 0 0 Co 0 0 0 0 0 == o ALPI o 0 0 c TRUSS o o c o 0 0 0 MIEIMPORTANT* sa6utslca PYOOUa! vc. nMu Mot It ISI3rolalau roa AMT IE MUM no I= VSIOI OR THM 6MVICATIOIr. OR AMT rAI2a! !0 A31IIO TIe TSM" 1Y CWVW Wl W 3R 4"W rt W3. slat CQWCTM AK aAQ W 2061 SAS. sun 3EIIai kM "4S w t =:IPt As Mot[0. A/PLT m RMIli s t* CA01 PAla OF Ta1r6 AO MW AITMObII[ LWAM Of TRIG VVITOR PWITIM DIIIrtI010 Jta OYOIl" 220. HO i Im-/. ocam st atws torroaM "APR ttAII! OP IDs i IPI. AM Elan IHMa am oM 112► oRtlIlq APILAw TO 147: ODIPMEMT gown we w Om m Ago Wal NOT IE MLUD VOM IA AMI OTSMA MIT. a o I 1011AL- WARNING -,. -==a =aE rt— — II6TI01 AMO O�OIESS/0 [ "=Its. sm H3a-sl n TP). an aas oEStax 15.0 Pa Am ynwL sm &L PewasE3r 474713Ias Mc ! S O! OOIul"m. w"" emmin IkwCATIM PSF CHOao sMIA K "wolf Alum 14TH 0.0 LT MACHO Rt1000 WANT I0. OOTTOI TOT. L0. MITM PMCPV 7 ATIICX! TWO CULD4 — ASF AIPT/C TIC1611 L MUTE 471643) TOM PROM clukuL AAllKAT101. rlillrsM A COPY OI im Owrml To Tm TOM McTroo CO/"Acs". 1 TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. L0. 36.0 ASF DUR . FAC. 1.25 SPACINA 24.0' PBC -IJAl_K III WEBB HOMES - T9N_ 351 TSC ITOP CHORD 2x6 FL #2 UOT CHORD 2x4 FL #1 :B1 20 FL #lSBel.: N WE$$ 2x4 FL Standard :V4 2x4 FL #1: COBNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 'IADIX 7.3.3. CALCULATED HORIZONTAL MOVEMENT OF 0.15 ' DUE TO LIVE LOAD AND 0.16 ' DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION – 0.36 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION – 0.30 ADDITIONAL CONCENTRATED LOADS . BC - 100 -LD Conc. Load at 9.30 4X12 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS 5 DIHEHSIOHS) SUBMITTED 4Y TRUSS MFR. ROOF OVERHANG DESIGNED -FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 02949. 1101[: DC CHECKED FOR 10 PSf ADO1110NAL LIWE LOAD ACCORDANCE W1TM fADLE 16-B•SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHEO PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6H 3X4 - 6X6 (AZ) - I00# 2 0-0 2.0-0 -3- R-1466 W-3.5' 1/ -O -V -0-4 1 16-8-0 1 15-0-0 Over 2 Supports R-1418 K-3.5' +8-0-0 j Ag'ry hh r PLT TY Al ine H1 Strength TPI -95 R Desi n Criter a: UDC 18.1b8 CA - 1 - - - F Scale -.18754/Ft. Q 0 0 NIINT�- I1Nms AlnO NE nuua u%1 IN ►Auluuw- 1A01180. 3R1PP1Nc- nsTAuuc ►To pXING. IM% TO Nl0•91 INIROLING 11STAtt114 ANO NIACENG)- FNSLCSVED IT 111 ITRUSS PIATI TC LL 16.0 PSF REF R427--87631 1:3 INSTITNII, w 11141@11 DN.. SUITE Ia. N►oISON. 111 smi), FOR SAFm nxtncEs ►N101 10 1191"TAo. SOP cma SNAt1 RAVI noPlatt ►n ACNn TC DL 15.0 PSF DATE 06/27/97 (] C7 PCN►4011111 1/119 RUMORS- UNLNSS OTuuISC SUUCTNIAA Fauns. HT1ON CGM S1AIL RATE ► nVULT AITAca1D 11UD UnING. TNF INSfAILAnw U STNACTaR. ALF111 1"Imae1D BC DL 5.0 PSF DRW CAUSR421 91118022 0 •[tIPORTAIIT•- FORM A ZUT OF THIS DISH to G7 PINE 0 1ADORTS, IN[. sUtu 1of a RESI0311111 FOR ANT UVI&T101 FRO1 IRIS 0[1101: ANY TAILURT TO NDnD TSE IMSIS a CO1FOPaAaCE VII[ TPI: OR ►ADUCATIN0. NANOLIOI, saU►1NG. 1NSTatA1101 01 COKFURS VITN ►F►LICLKI PROTISIOTs OF NOS 1NATIONAL OISLGN :40.1:43845 BC LL 0.0 PSF CA -ENG PBC CIBC S EQN BRACING OF 110331S. THIS OtSIGN TOT . LD . 36.0 PSF - 110886 EYECIFMATION P0811SN10 DT TNI ARIMAX FOUST ANO ►A►II ASSCCUIJON) ARO Ill. AtPlN1 Co1NICIM An NADI OF 1061 ASTM A661 0437 aur. SIM. CICELY ►S 1011D- APPLY CONNICTORS TO * Op 63b97 * DUR FAC 1.25 FROM MD TRUSS 1AC1 FAC[ Or (ROSS. AID ONI[SS OINFAVISI LOCATED 01 IBIS 013161, POSITION C1IAICTONS PIR OItT EO THE OISfiN 1MEN Cl�t� . . � S Slit 411 NIN �D[PICTLISO * 160 AAND % \�' SPACING 24.0 Q � 0 0 ofAT1/ TRUSS NINE SIALINN0111E•OWED UPON ART PAY110 . r Jo D: U / (REINFORCE TRUSS FOR NEW BEARING LOCATION. REPAIR TRUSS BY ADDING A NEW WEB WITHPLYWOOD GUSSETS TO BOTH FACES. ,i 1/2" PLYWOOD GUSSETS. APA SPAN RATED. CO GROUP 2 (DOUGLAS-FIRMEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE OF TRUSS WITH EQUALLY SPACED 8d COMMON NAILS AS INDICATEO BY CIRCLES. f NOTE.•PLYWOOD IS TO HAVE A 5 -PLY CONSTRUCTION. {(N) ADO 2X4 FL !1 OR BETTER. (E) PLATE SIZE AND L06M GRADE REQUIRED. THIS DWG. PREPARED FROM CDNPUTER IRFUT (LOADS S DIMENSIONS) SWRlTT90 BY TRUSS WR. W o EDGE DISTANCES, END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. o w NOTE' SEE DRAWING CAUSR427 97178022 FOR LUMBER. PLATES. to AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED By THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. -T`� ro � �-�- �o. (P)12"X18' (10 ev $� a3 (E)2X4 FL $tdBET ,_` __E ._ I0 ` 1 10 31' NEW BEARING LOCATION ?�° (P)�X18 OLD BEARING LOCATION - — -1-- 17-6-0 17-6-0 cc -0- 9-3-12 9-0-4 16-8-0-k-- 0 eum- ' 35' OVER 2 SUPPORTS R=12800 Wn3'8 R=1604$ W=3"8 9.. I �.. .4C= C C G O C= No c c o 0 0 C=m o 0 C= 0 cT Vecm PpMTIROt 1RACDA: = o o ALPIN 0 Lr ATTACKS, PLTWO CEATHM. SOl TO PSF YITN M KOLL ATTAC® BTOw CEILING " C= 0 TRUSS 0 0 0 o 0 Ho IfiFiFI ENOIHEES,ES "WOWT4 Va. IMPORTANT GAOL IDT O IEVOGMA m AMT OOTUTIM Pm 11111 amm MOH[ SPECIF301tOR M AOI PANG! M WAS, IN TION IN mPDTSANCL WKTO 0170E W M. x"m r, I' OIi In W= wow OLLT. sum NRTIHD n= W M • cows As Wm. APPLY H>v11E[lOq TO LA0 ,AAA AP :1 I AND UNLESS 0101KD/W LOMIND OR THIS KKQL PO RTIW COMKH;TOD PEO Omit" 130. m 0 1SOAr►. Gulsm STANDAl 0 COMMON WAPPLIC&M M4IIRIO4 OF RDR i "1. AN OeRAEER'0 SEAL ON ?m ONgOM APPLIES TD THE COHOOI"T VOWED NIAE W ear. AND SHALL MW W RELIED IAW IM ANT EVER AAI. ss o I UIALm WARNING�"'—.=",:,-, °"L :,lw 1�,OEES3/� 1Av411A4 ATO 15.0 OW1110. SII M"3 OT Wt. AES am an" •01 AOS,ITIOIAL BC OL Vecm PpMTIROt 1RACDA: �b1 00119EN10. LPtx" OfIKAOIfE 1COIpTIq 0.0 CHOtO EMK.L HK LATMOUT ORAtRs MITHt TOT.LD. Lr ATTACKS, PLTWO CEATHM. SOl TO PSF YITN M KOLL ATTAC® BTOw CEILING " 1.25 AMIE lEc" KCAL UPOAY VAMP POR coAr_TNA 04MALL RPP gchTloM. NIANIYI A COPT a THO1 TO TNR WNW TIOR CpCAYKTM• DC2IW dEC .,�R ri>!n_ d w TC LL 16.0 PSF TC DL 15.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR. FAC . 1.25 coAr_TNA 24.0" -VALDEZ-WALK IN WEUU 11014ts - 11LA sa- IOP CHORD 2x6 FL #2 �30T CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER LUIS -91 IABLI. 7.3.3. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IACCORDAUCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 4X40 nsw usu racrAncv rHvn {.unrvlcn rnrui LLVAU4 a v1nCU4&Vna) avanllIeu IIT Inv» rra. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT j2949. IN LIEU OF RIGID SHEATHING: TOP CHORD 10 BE GRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X6 - 3X 14 X6s 3X14 JAI) OR oAuQ 0,L0Z9--,- .SA4i-- 0Xb (AZ) Rlr +8-0-0 "a- 2-8-0 �-y- 17-6-0 -6-0 I 1 E' ` y 4-3-8 5-8-8 4-0-0 21-0-0 �} iqg 35-0-0 Over 2 SupportsI R-1392 W-3.5' R-1392 W-3.5' W I I ine ph Strength TPI -95\11 Design Criteria: UBC 18.1bB CA - 1 - - F Scale -.18760/ft. O O O O BUlA�°-aEFi TO JOB -91 I(IAI MOM INSTALLING AIM iACia� ). MLisao-Of TPI (TRUSS KATI is:c'o ITING TRISt fWKT101S. DRUSS OTIERVI>;EMIND. ICATED. ` OPaUWRO RSA$L0 ALU HAVE nwioLV &TT&CM D TC LL TC DL 16.0 15.0 PSF PSF REF R427--87633 DATE 06/27/97 0 O �PIN� O TRUSS (� 0 F-1 Q SISOCTOM P.AIM $09101 CIMS SNAIL IA19 A PROPIX ATIAC016 0301$ C1[LIBO. -9NUTANT• FOUISH A COPT OF 11195 DOM TA 111 ISTA1LATICS CONTBAcTa. AIPNNI [1011[(-10 IAGOGCTS. 91C. SIAII IRT IT -ESMSIKI III ART OCIIA13M IM HIS 0E$IGI; ART FAILDRS TO $OILO 1■1 U$sscs 11 CGIFGBOUICI BI1H 1P1. OR FAUNICATift. BAIIDLNA9. 01"110. NISTAILL11W rA uAUN$ a IROSs1s. 1116 Dolor CO►F$I16 RITZ Mot ICADLI PROVISIGAG OF 10$ (UT[OUL DESIGN SPECUICA11r- PUS 1sIEo sit THE ANUICAN Fac, AAO PAPE- ASSOCIATI011 ►AO TPI. ALPIRc to KCT02S All Val Of TOGA Assn A663 9471 GUT. Tau L. EXCEPT AS 10110. APPLY 0 f9102: TO EAST FACE OF [ROSS. AND MISS 0T91RBISE MAUD OB 111$ 013161. POSITION COUICTGI6 PER UAV3965 SSP. 160 Aro IGD A -i. AN 110IIIIA'S SUL 01 IHTS CRAVING APPLIES OILS TO THE K6161�} HE OF TTROss 0103CTIS STAN AND SHAu 101 IT 21110 Bros II ABY OFIEI RAR. ,• fy � � !f NaL438/5 r` * (Ap 61QSV * C(VIL 4 ��! BC DL BC LL TOT . L D . 5.0 PSF 0.0 PSF 36.0 PSF DRN CAUSR42T 911780?3 CA -ENG PBC CWC SEAN - 110895 N.M. 1.2 5 FR ON MD SPACING 24.0 ' '(YALOEZ-4tALK IN WEBB HOMES - T12A 35* TOP CHDRD 2X6 FL J2 :T2 2x4 FL 01: SOT CHORD 2X4 FL J1 WEBS 2x4 FL Standard 14- S8) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DINENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. 'PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECIING TRUSSES ARE CAUTIONED 10 SEEK ADVICE BY A LOCAL PRIIFLSSIUNAI. EHGIIIEI:R REGARDING CONVENTIONAL FRANING. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO DE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24" o.c. AND 24" RESPECTIVELY. IN ADDITION. A RIGID CEILING OR 2x4 #3 1(.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7X60 3 X84PO 9.5YA m T1 _ 5X14xm 3X14(Al)10 3X8m PAW - 1. 5X4 A 3X10(81) o 2 0 0 2.0-0 14-0-07-0-0 -0-0 4-3-8 5-8-8 4-0-0 so 1 21-0-D _I 35-0-0 Over 2 Supports 1 R-1392 U-3.5" R-1392 W-3.5" r.. +8-0-0 PLT TVP. Al ne h St en th TPI -45 R Design Criteria: UDC 16.1b8 CAI -/I/ -/-/-IF Scale -.1875"/Ft. C] C] C] (] eiAAcilii�-tEf[Y toli1 DJ1141Alplt1G 11STAIIItOLIND BAACIN6l.�PUBLISHHED Rf T►If1(TRVSS PLAInt TC LL 16.0 PSF REF R427--87635 17-1 ED fRS1I161E. La o-oulto DA.. SUITE too. 1Aol$ol. YI nllf), fog fut1Y PNttilas Pam TO =41MIN0 OT9TNNISE INDIC4119. 109 C1O10 SMALL RATE PROPERLY ATTACKED � O TC 0L 15.0 PSF DATE 06/27197 0 Q TNESt HLCIIOXS. UNIISS SIRKI"AL PANELS. B01TDM 09010 STILL IYTC A 9RDI[ttT A1TACBE1 HOLD Cllllle. FURIISY A COPY OF III$ BIS[w TO Tat 11STALUT101 CONTPACION. u9RNE [1GIKE1IED '. BC DL 5.0 PSF DRW CAUS9427 97118024 INE •INFORTAXT" PtowcTt, lNL_ GULL RDE at IIS►ONfnlr Fos ART DIPEATIot non THIS DISIGM; ANY FAILt1E 10 BIRO faE.YnSS(S R COBTIONICE 1110 111: OR FANRICATII9. NATOLANG. SY1►PINS. INSTAILATIGN OR GF OES1A j s BC LL 0.0 PSF CA -ENG PBC CWC 11ACIRN OF nUSSIS. TRIS DESIGN CONFORUS Will APPLICABLE NLDYIIIONS RDS (NAYIDIAL N1><N%43845 TOT . L D . 36.0 PSF S EO N - 110899 WT SPECIFICATION POILISNED BY TRI AMERICO FOAIST AND PAREt ASSOCIATION) 14 TPI. NOIR[ AS 1r9T[0. APPIT CONaLCI01S TO Tt Vit► 63091 T�S CONIX CTORS AH NAPE OF 1001 ASTM ASO WUl HIT. STEEL. ECCEPT DUR.FAC.1.25 FROt�i MD 1AtR flCt OF 1195f. AND URItSf OIK[PYISt IOCATtO OR TN1S DESIGN. POSE1107 [OaM[C109f PCs OtAN1NDf U0. III'AND 160 A-1. AN IWIIIER•S UAt Do THIS DRARINO APPLIES OLT Io ONE DESIGNAr' Cult % SPACING 24.0" Q O of INE 11915 DIFIC110 HERE AND SB►AI Rol of ICL 110 UPON IN ANY OTHIA VAT. ��.LONGFELLOW LUMBER C0:"',*:-VINCO ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: Address: AP#: Job No: k c aE r- 2 -7z r sd' Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle I� Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION Timber Products Inspection, Inc. P.O. Box 20455%" Portland, OR 97220 (503) 254-0204 APPROVED 0 n Jn . pxo � Y 1: P IDE TAIL- 92"I'LiERNATE BRAC NOTE: SEECRANING DAIWN KIREL FOR LUMBER, PLATES, AND OTHER DATA NOT TRUSSES REGUIRE EXTREME CARE IN FIANDLING, ERECTION AND �IS DES ADDIIGN FO TIONALSPECIAL PERMANENT BRACIN ET�SEEG AEOUIREMENTSR IUNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY CHORD WITH HPROPERLYYATTACHED CEILINCHED G. SHEATHING, BOTTOM I DE T TVD — CD103 IX4 03 BETTER ATTACK WITHUOUS (2)BidANEILS.RALBRBRANG O BRACING IMATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ;ANY OF THE BELOW MENTIONED 8RAEING TYPES MAY BE SUBSTITUTED1 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NAILSL0 6" D.C. SBRACINGGRADE MATERIAL TOMEMBER SUPPLIEOHBYWITH 16d ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRACE AND LENGTH AS WEB MEMBER. BETSACH WITH UPPLIEO BYdERECTION CONTRACTOR�CING MATERIAL TO [� O o O O C=3 c� C7 C7 C� C K[� O 0 G 0 0 0 0 cm, �ALPIN o 0 o TRUSS o ca o o C7 C7 O SEE ORIGINAL OESIGH FOR PROPER OEMENSIONS 4jilWORTANTHJOLL -101 B'�OPOIS Oill FOR "V DIT111103 FNDy IMIS 00041 OR f1ESE S'"EC[FINT[DD. O1 Ulf (6114^4 TO WILD THE IPUSS 111 CWIFOTS1Cii "I'll OST1/ 8f IPt. SL►[lt Ctr'BECIDPS SM MACE Of 7406 DIV. SIEIL *VTIW HIM MIB CA IEIC(rA As NOTED. &M E CO1IECTOM 10 00 FACC OE trim as WEISS, OT16,MCsr LOCAIEO 01 TMf5 OEstfll r"ItIc" 001116OIOSS PCV p UMDOi 13,X 150 C 184A -F. 0[19611 ITAIO►POS COIita1 11/APPLICABLE FMISS1016 OF 10s c 1P1. Ill EOONESP's SEA& DI Tr[t COIMIIC APPLIES TO THE CWVOIT OEPICTIO WE IM OIA.T. lw WILL IOT BE FELIED OPOII III Alli OTIEII III. WAANING1,a X10. [pcf3amCMY pICVO. SEE "10-01 Of IPI. SEE THI1 DESLSV IOr »7u10NtL VIC01. AL016DE111 UP30 0 PC AVIPFi1EOIS. UTLESS OT16(NISE DAMMED. for OIDiO SHALL [Uf LATEPALLE OPALED mem PPD+EP LY 4116060 PL'PIOCD 00111I/46, 803101 DIOR$ WITH PPOPEALT A11AriED Milo CEILDO -- SCE ALPINE flflilTCJL LsT161E E//1/011 FOR POD;r 4RYEILL AP1L1CA1101. EL'NIJSN A COV/ OF IN11 OESIDI f0 TME IPU3S EPECTIDI CCHTWCIOD. R V w Q9` TC LL 30.0 PSF REF 8992--42293 C�Q�y TC OL 15.0 PSF DATE 06/28 93 / y PC DL 5.0 PSF DRN CD103 H0' D BC LL 0 •0 PSF -ENG FM, tl� 696191 * TOT.LD. 50.0 PS . COLA y Iy(L p��� -tore OUR. FAC. 1, 15 PA 24 s -h' E�nl . _.... :. TIIIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOMITTED BY TRUSS MFR. • Il ,y • r ' `fltUSti I'1tUl� I l,l; r� 24., o.c. euHH1n1; `I'hll ti I'It01� I LI; WITH 4H•' O.C. PD6HIN(I — 111111.1 -IN 11!1111'1 F\ (11111 I ItI l 1!11'1'1.1:1 0 r( Cf MA I NC III I'I AN". -) (L'IihIA I NS I M PI ANF - -I co I Willi 11911`;) r Willi 11:1115) NG 1111' Willi I III' I-I'l.Y / Illi IIID IIIIQlI1 EX11:14SICIN I -PLY (U) IYP. " ]I� ll'.i 1111' Willi IIII! 1-1'I.Y �i1) IYP. ��l 115 1111' WI III FII[? I-VI.Y / / W1111 1111! I -PLY / \ /NI Illl' CIILII:D LXIf.NSIIUJ I PLY /X113 IIII Willi FIII. 1 -PI -Y /113 IIIP' WIIII 1=111! I-I'I.Y — SETBACI:- ` 142 IIII' CIIIA![I EXILNSION I -PLY !_��_IL` /112 HIP Willi Flll. I - I LY �%(D> (D) I (B) II_(DI_I (D) , c\D)�� NI IIIP GIPOER MAY I��Q311�SR71[ _ NI HIP (i11MEP MAY /•' � = a i I �?Tl lig_, iTT7� -GE M 111.111'LEMI: HILI? III ILI IPLEML•[1DEP. (B) PLr2LINS SPACED a 24-U.C. IYP. (Call INIUu1S 2X4 ) (D) CRIPPLES SPACED 24' (I.C. IYP. (D) FLIPRING & FIAT IC SAME Sl7G: Atli) SPECIES AS HESIGN I, NUTE: SEE I'll"111INAL I'IC-SICIN FIJI'.' LLIM111:1! NI HIP i MAY BE 1 JACK RAFTER RIGID CONNECTION DETAIL. S114PSIIN H3 TIE SEE SIMPSON CATALOG C-PTJ5-1 FOR IIAILIHI-I SPECIFICATIONS. 0 0 0 0 o v 0 0 E= O C17=731, 0 0 0 0 0 0 0 0 �ALPINE� r—' f� f� TRUSS 1' 1 l'"-1 1.�-1 1 PERMANEN( IIIAI;IINAI. IIPACII,G (1]) hYIPLINS SPACED e 24'O.C. TYP. PERhiANENT DIAGONAL OPALIIdI; APPLIEII IN 1(1PSIIIE (IF FLAT IDP 2X4 ) APPLIIAI III [III'SIUE IIP FLA( 1111' ( GLIM INS SP CI IIII!I) UY CPEC f 11111 CIIII IPAC II IP I:IYII'.D IIY I:ItEClll'IN G.I'INIRACIIIR (I)) I:I!II'I''LES $I'ACI:D 4(]' II.C. TYP. (51:1: 111!AI:I)4l.i III IA11.) (U) 11IIPI.'IN(; & FLAT lC (SFE HPACING III: IAIL) SAlil: WE ANI) SPIA:IFS AS DESllitl. PLAIING ANTI IIIIIIJ! (VIIEI?IA NUT SIIIIWN 111:111E., 141111:: SITE ORIGINAL OC -SIGN FOR LL1111iER, PLAI'INII AMI] IIIIICP CRITERIA 11111 SIIIIWtl IILPE. PERMANENT BRACING DETAIL - SECTION A -A S1APf 111= 1111' CHORD, START OF HIE Till' CIIIIRO EXTENSION FIAT 101 CIIOPD PIIRLINS EX1ENSl1IN ( SLOPING TO FLAT) ( TYPICAL) ( CONT IN11111i$ ) ( SLOPING TO FLAT) JACK. RAPIER 111 NIP, REFER 1 lll'l(iINAI. DPAWII, 111121.111PE INFIIRt ' SL TC LL * PSF REF R427--35912 DATE 04/29/96 • �y TC DL * PSF ,� CDL * PSF DRW colloB CA -ENG PBC/'4,Le No. C43845. C LL * PSF up. 63497 * 0T.L.D. * PSF CIVIv R.FAC. ■ -'t0� cnAr TF.Ir N D AT 1114 V „ t II]ALf j_ qz ...T'!?� 7•,Cf./4' 1,11 PI II IF %MEA] III NG JACK RAFTER % L.— PLRhIANI_NI DIAITNALS C-HRM HRACED DAY. REPEAT AT ALL IIIP ENDS AND AT APPI111XIMAIFLY 20' INTERVALS (IR LESS TIIEREAFIER AND AT ENO DAY. (I )I NI](F: PEPMANNT (IIAGI]NAL BRACING( NAILED 10 IINDERSICIF: OF FLAI TCIP C Won PPC-VFNIS LA(L•PAL MIIVEMI:NT I.IF TI.P 010111. ( IF PLYWOOD.SIIEATIIINI; IS Pf?ESENT ON ENO'JACKS. AND JACKS ARE P1411'C-PLY AIIACIII:D [SEE DETAIL] 1D Nl IIIP, 1111iN DIAGIINAL 11PACINGf IS NII[ NECESSAPY AT NI 11111, IICIWI:VER, PLACEMENT a 20' IN ENALS IS STILI. PCH11114:11. ) **IMPORTANTii tA;'.tNIGmEtitru BE IIL'SPIDISIOLECFOR AIIY WARNING I11 INIG1sES l.ING'IEERECIIIIIII CAIID DEVIAIION FROM 11115 OESIGII OR IIIESE SPECIFIL'A110115. OR ANY BRACING. SEE III8-91 BY IPI. SEE 11115 DESIGN f AILUPE 10 BUILD 111E TRUSS Ill C011FOf9AAf9:E NI III OSIUS BY IN FOR AUOI11011AL SPECIAL PERMAVEIII BRACIIIG RE h ALPIIIE CORIIECTOOS ARE MAGE OF 206A GLV. SIEEL NEEIIIIG ASI" OUIl1EMENIS. Ut4.ES5 U111ERNISE IIIIIICAIED. 10P A446 GR B ENCEPI AS IIUIEO. APPLY C0144;CIORS 10 EACH FACE OF CI10110 SHALL BE LAILRALLY BOAI:FII 141111 PRMER OC IRIISS A141 IOILESS OIIIERNISE LUCAIEU fill fills IIFSIGII. MIMI$ 1.1 AI IACIIED PLYWODU SIIEAIIIRG:. 00110" CIIUIIU CWIIIECIORS PER OIIAIIIIIGS 170. 150 C IGOA-F. UESIGII SIAIIDARUS 141111 PrIcivILY A11ACIIVD fUGID I:EILIIA: -- SFE CONFORK WWII ICADIE 19111VISIINIR or IDIS C IPI. All F.IIGIIffIR'S At PIIIF IEC11111CAL 1441AIE 17/1/911 FOR Pf101'FII 'k !4AI. TVI 11115 1111ANII9i AI'I'I IfS 111 IIY 1339'0111111 IU'1'l1:1F1114.111' llRVIIAlL AI'll 1CAllO11 11441IS11 A 1-111'( (If 11115 111 IPE Y. A141 ::IIAI I 11111 111 14'1 III) 14'1111 111 A111 1111411 NAY. 111":,If.N 111 IIIF Illll::i 1'141:111111 I:I41111A1:1141. • 11'1 - 1141:::: I7 A11 117:1111111. 141:1 1.1'11 �IIAI IIIIIAI III :: 11.11 r.111 4:11 II:AI 14111 1 1111 1111411. 1:1111'.1In 11;11141 FESS TC LL * PSF REF R427--35912 DATE 04/29/96 • �y TC DL * PSF ,� CDL * PSF DRW colloB CA -ENG PBC/'4,Le No. C43845. C LL * PSF up. 63497 * 0T.L.D. * PSF CIVIv R.FAC. ■ -'t0� cnAr TF.Ir N CD101 r-, RAFTER SLOPE <, 4:12 RAFTER SLOPE > 4: 12 BUT r STANDARD JACK DETAIL 16 16 30 n 16 16 30 30 LIVE LOAD (PSF) 15 10 C DEAD LOAD(PSF) 10 15 10 15 10 SPACING 24" D.C. U1 to 25% 25% 15% 15% 1.00 DEFLECTION CnITEIIIA: to 1,5X9 (LIVE LOAD) nAFTEA SLOPES < 4:12 A L/240 (o N nAFTE11 SLOPES > 4: 12 < 12: 12 - L/ 1110 CEILING JOIST a L/240 IT IS THE RESPONSIBILITY OF Till- DUILDING DESIGNER AND 11AFTEnIII T11USS FAGF1ICATOR TO nI:V1EW THIS OnAWING PRIon TO CUTTING LUMBER TO VCIIIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM *10 THEAl1CIlITECTURAL SPECIFICATIONS AND FABnICATOn'S TRUSS LAYOUT. 2X4 1.5X3 / MAXIMUM CLEAfI SPAN- --_ -_ I 2X4 HEM-FIn STANUAnD -nl_oUInFD IF nAFTEA NOT SUPPORTED AT END CEILING.JOIST RAFTER SLOPE <, 4:12 RAFTER SLOPE > 4: 12 BUT r < .7_: 12 CEILING JOIST 16 16 30 30 16 16 30 30 LIVE LOAD (PSF) 15 10 15 5 DEAD LOAD(PSF) 10 15 10 15 10 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% 1.00 SIZE GRADE-41AXIMIJ4 C,I.EM SPAN -- 2X4 ........-11-0 7-5-0------ 0-I1-0 0-4-0 7-10-0 7-5-0._-.. ---�...--a% 2X4 SS FL 9-6-0 0-11-0 _ 8-5-0 0-0-0 _ 9-3-0_ _ 0-7-0 •_6-2_0__.._ ..-.10-0.-- .._.....-.._...�1-o-n---... 2X6 #I FL 13-4-0 12-6-0 10-9-0 10-2-0 - -- - 12-3-0- I1-6_0-- 10-9-0 10_3-0 -_- — 13-11-0 2X6 SS FL --- 13-11-0 13-1-0 11-10-0 I1-4-0 -- 12-0-0 11-11-0 11-4.0 -10-10-0- - - 13-11-0 O O O O O O = J C=3 O O O O 0 1=1 cJ C=1� ALPINE C=1 cl TRUSS[� p t-1 1 1- 1 r=1 xxIMPORTANT)iHa"'"1E Ei41"'Cu1''NIINA:ls- "I.' WARN ING""'5515IEoulfit [AIIIIHE CA11F Sl1Al11111 IlE 11[SI IS11"E IINI AII( 111 11"111 .1116. EII[CI"111 Ault DE,IA11011 Viols 11115 1451611 011 HESE 511,1WICA1luo's.i IVI 4114 IIIIACIIN:. s[E III II•DI Df Irl. sit 11115 11151611 /AILUIIE IU BUILD IIE IMISS 111 CULLINul.la:t NIM 05100 Of IN IUII AI1o1111•lAL 51'(CIAI. 1.11111Antnl IIIIAC IIIG nE 11/1#11 ColAEC1011S AIN: "A" o1 706A 6AIV. 51E[L 1,47.11111111 Asim 011111t11[nls. UTA.tss 0111111115E 11411CAll". lop A446 6n B L.Clrl A5 #101[0. All'[, CIN.ICIINIS IU [ACII (Act or uolu SHALL IIE LAII.OAI.I I 1111A61n N1Oil 1•INN'(l1 111USS AIDED U10tsS 01110ulISE tUCAIEII o" Do" OISIGL r05111o11 Lf AIIACIEU 1'L,NINIII Wf: A"1114. 00111111 L'IAluO col•EC1011sPin ollA•Ilu:s 1]9. 150 C I6.A-1. DESICII SIAIAIAIAIS N1111 rINN'EIIL( AIIAI:IE11 1116111 C111.1041-- Sit Coll OIVI N/ArII ICA RIE 11X1, 1s Ilooks of I415 1 Irl. All 1too 11(1 n•5 toylikeIIE1.I•Cal U'Dall 11/1/D" Inn rIM71'I11 st AL (NI Illls O01N114 All -Lift 10 Int 61X,'1 o"ll 011'11:1[n 1111( DIlfNA1l AI'11ACA111V1. Il/lNll!41 A CI,'( or tells "/ INII ,. AI.1 511111. 1.11 -U1 11(111D 111'1111 111 AII( UllE11 NAY. 1151611 111 IIE 114111 (PI I:I IINI !.I. till. -11'1 11.151 1.1 A11 luSlllnll', In: - 19'11 luIIIIIIAI IV's lldl :1.11:11 trillion flub Noun I:Iu I•.IrUf.l 1011-- �L CH9A�c, 0 n • r r 110.;.0043845 `— * EAD:169�9) CIYIt �P s9rF OF Cpt1tOQ� JACK DETAIL nEF- 0992--90913 DATE 02/17/93 DnwCD101 _ CA -ENG JS TYP, NOTCH -- @ 2411 O.C. 3.5" Max. Max. (S) 12" 24" Gable End __�ja F(sl) (M) M 2X4 HF 1I2 or BTR (G) Strongback brace 1 Varies 16"O.C.J1I Max. (N) Ledger \ (S1) \ C0NTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) heel plate to match common trusses. Span to match common trusses * 6 . lod artno" NAILS I. 0 . NAIL6 ®r� BLOCK EACII nn DETAIL 'B' L.I IIIIJ Detail uBu Roof Material, Outlooker --II J// (C) Gable end - s%/...i 1 Max. Web Length 1X3* 2-8-0 2x6 F11112 Tr b etter (G) Gable end design based trongback o� 45 (M) nail to ledger { — 05/06/92 —i 12" O.Ca A35 OUTLOOKER 15-6-0 Ledger ____` . 1 7-9-0 CRITERIA ` 'yrs G C DL 15 PSF (nail to vert. — H3(K) A446 GN A EACLPI AS H01E0. APPLY COIY+ECIORS 10 EAC" FACE OF TRUSS AIQ 411[55 0111EPNISE COCAIEO 011 11116 OESIGIL POSITION (C) 1X4 continuous lateral w/2 -10d nails) --Gable DETAIL 'A' N" (T) longer than Gable End __�ja F(sl) (M) M 2X4 HF 1I2 or BTR (G) Strongback brace 1 Varies 16"O.C.J1I Max. (N) Ledger \ (S1) \ C0NTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (111) heel plate to match common trusses. Span to match common trusses * 6 . lod artno" NAILS I. 0 . NAIL6 ®r� BLOCK EACII nn DETAIL 'B' L.I IIIIJ Detail uBu Roof Material, Outlooker --II J// (C) Gable end - s%/...i 1 (0) Option to web plating: -use (3)-2" BRACING DETAIL. wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (111) must be plated. (T) Refer to Simpson Catalog C -94H-1 for \ roduct attachment specification (attach �I, A35 in F1 direction). NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.011 o.c. I Plate Max. Web Length 1X3* 2-8-0 2x6 F11112 Tr b etter (G) Gable end design based on 75 MPII Detail "A"—� 45 (M) wind load, exposure."B" at 0-25 Ft. — 05/06/92 —i OEYIAIIOH FROM ;HIS OE91G11 IIKSE mean height. 7-9-0 15-6-0 1 1 7-9-0 15-6-0 ` 'yrs G C DL 15 PSF 2X Ledger -- A446 GN A EACLPI AS H01E0. APPLY COIY+ECIORS 10 EAC" FACE OF TRUSS AIQ 411[55 0111EPNISE COCAIEO 011 11116 OESIGIL POSITION (C) 1X4 continuous lateral bracing for CA -ENG FM —� brace (strongback) member longer than CM CWNKCIORS PER OnAgInGS 170. 130 E I6DA-F. OESIGII 6;Al10AR06 72". Attach at midpoint of each brace LI/A LEN. VAR11_S (= CWIOnH N/APPLICABLE PPOYISIpIb OF 1109 6 1P1. All ENGIIIEWS W/278d common nails. , * I �. 63091 braacedced aatt 5 555 l _ _ O.C. COMM l TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL. wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (111) must be plated. (T) Refer to Simpson Catalog C -94H-1 for \ roduct attachment specification (attach �I, A35 in F1 direction). NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.011 o.c. I Plate Max. Web Length 1X3* 2-8-0 2X4* 0-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max, Length without bracing (N) Max. Length 1.1/strongback brace (S) STANDARD 5-I1-0 I1-10-0 DESIGN CRIT: UDC AEF 40532-8427 1=AUS SHALL 1101 BE RESPOII9IOLE FOR ANY DN SPECIFICAIMIS. OR ANY IH IlAl10L11G. ENECIIOn 1010 �10(ES — 30.0 — 05/06/92 OEYIAIIOH FROM ;HIS OE91G11 IIKSE HL 7-9-0 15-6-0 III & Better 1 7-9-0 15-6-0 ` 'yrs G C DL 15 PSF DUNG CD109 NOTE: CHORDS TO BE 2X4 FIR -LARCH H2 MIN, SEON-- 50006 REV 15.6.5 SCALE o 0.5000 0 0 0 0 0 0 A1.P1lE ENGweenim PPOOucIS. IFC. *mIMP0RTANTm* inuS5E5 PEOUIRE ENIAEHE CAPE WARNING DESIGN CRIT: UDC AEF 40532-8427 1=AUS SHALL 1101 BE RESPOII9IOLE FOR ANY DN SPECIFICAIMIS. OR ANY IH IlAl10L11G. ENECIIOn 1010 �10(ES — 30.0 — 05/06/92 OEYIAIIOH FROM ;HIS OE91G11 IIKSE SPACING. SEE 11113-9I BY IPI. SEE 11115 OESIGII QtVOQ .4( TC LL PSF DATE 1= C� FAILURE 10 BUILD ITE TRUSS N1 C0IAFOIINANCE NI IN 05188 BY IPI A1P11E COq ECIORS APE NADE OF 20CA GALV. SIEEI MEEIIIIG ASIN FOR ADOIIIOIIAL SPECIAL PEANAIEHI OnACI1G PE-- OUTAEMEHIS. U1E.E55 OIIE"NISE IIOICAIEO. IUP ` 'yrs G C DL 15 PSF DUNG CD109 A446 GN A EACLPI AS H01E0. APPLY COIY+ECIORS 10 EAC" FACE OF TRUSS AIQ 411[55 0111EPNISE COCAIEO 011 11116 OESIGIL POSITION GIORO SIOLL .0E LAIf AALLY 9NACEU NINI IT011fN LY ASIAC1EU PLYWOOD 6IKAIIIIIG, CIAUIO .0 � r DL. IU1 5 0 PSF CA -ENG FM o SOMA � CM CWNKCIORS PER OnAgInGS 170. 130 E I6DA-F. OESIGII 6;Al10AR06 NII" PROPERLY AIIACIEO 01610 CEILIIIG -- SEE a 1_/, NO. C043845 `— 1 T,LO. 50 0 PSF LI/A LEN. VAR11_S (= CWIOnH N/APPLICABLE PPOYISIpIb OF 1109 6 1P1. All ENGIIIEWS ALPIIE TECIAIICAL UPUAIE o/1/011 Fun PIIOPEP , * I �. 63091 .__._....__�,.._ 0 SEAL pl 11116 VIA IIIAPR IES 10 LIE COMPOIEIII DEPICTED IERE IN OII Y. ANO $141.4.1101 DC PLL LEO W`011 In 4111 OMER WAY. DRYWALL APPLICA11011. FIPB11511 A COPY OF 11115 OC S10H 10 ILK tPU59 [n[C11011 60111 NAC IINI, JR.FAC, 1 , 15 �—•-- PITCII VARIES C7 O Q O O O � �'f'%r C1V11..3VACING - - -• - - -- [-1 . -- f1 TYPE G A81_E ENO --IP( - IPUSS PLAIT "ISIIIUIE. IIOS - 1991 NATIOnAL_0(SIGII 9PCCIFICAIIOII FOn NOUD C1061O11C 1 4 (VA(.DEZ-WAA.K IN WEBB HOMES - TI 25' HIP 8' S6) THIS DVG PREPARED FROM COMPUTER INPUT (LOADS A OINENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD 2x6 FL #2 ROOF OVERHANG DESIGNED FOR A 2.00 PSE SOFFIT LOAD. BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'oc. EXTEND 7.3.3. SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD FLAT TOP CHORD WITH 2x4 HER -FIR #3 OR BETTER 0 24.00'oc. ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). ATTACH WITH 2-16d NAILS E 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR 11I0-91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS #1 HIP DESIGNED TO SUPPORT 08-00.00 JACKS WITH NO WEBS. DETAIL 00110. SUPPORT IIIP RAFTER WITH CRIPPLES II EVERY 05-07-14 FT. oc.. CONVENTIONAL FRANING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS IN LIEU OF RIGID SHEATHING: ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY, IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. BRACING SPACED I1 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X80 6 X8ft 3X10- +S_ 0-0 5XI2(B1)� 4X6mHS2514El 1.5X4M 4X6 5X12(1;1) a i ) Eel-O-o,J Ee2-0.03J 1. a-0-0 _r_ 9-0-0 _I_ 8-0-0 _r BUTTE ( Thr lie25-0-0 Over 2 Supports R-2243 W-3.5" R-2243 W-3.5' riah Strenath TPI -95111 Design Criteria: UBC 18.1b8 CAI -I1/ -/-/-IF Scale-.25"/Ft. BRACERS. AEFER TO BID -91 (HARDLLNG FNSTALIING AND BRACTI6). PIDIESREO BY IPI (TRUSS PLATE ERSTITUTL. 603 6'0ROFIO OR.. SOETE 100, MADISOA. HE 631191. FON SAF(IT OBtC110ES PRIOR 10 FEAFORMIAG TRISE FUNCTIONS. MISS OTHERVFSt IROICAIEO. TOP CHORD $CALL HAVE PROPERLY ATTACHED SIAUCIURAA PANELS. 80TTO?I CLORD SHAtL HAVE A PROPER(V ATTACHED RIOFD CE(URG. "11INITANT'" FURNISH A COPY OF IN3 OES161 10 THE INSTALLATION CDIITOW01. ALPINE (9011EER1D PRODUCtS. INC. $NALL HOT HE RESPONSIOLE FOR ANY D(VIAFIOII FRO* THIS DCSIOR: ANY FAEEURE TO BQ1LD THE TRUSSES IN COAFOR*t1C( WIN 101: DR FABtICAT116. NANOLING. SHEOPEIG. EASTALLAT361 09 9RACEAG OF TQSS(S. THIS DESIGN CONFORMS WITH APPLICABLE 09OVISIOSS OF MDS (RATIONAL DESIGN SPTCIFICAT10: DUOt3SH1D BY TRE AMERICAN FOREST AAO PAPER ASSOCI47101) AND TPI. A01111 CORIIECIORS ARE BADE OF 246A ASTR A663 6831 OALT. STEEL. (TC(PT A$ WIG. APFtT CONR(CTORS TO EACH FACE OF TRUSS. AND UXLESS OTIIINISE 1OCAItD ON THIS OES1G1. POSITION CONNECTORS PER ORAVIRGS 130. ISD AID 160 A -F. AA ERGINCINIS SEAR ON THIS DRAWING APP41ES ONLY TO THE DESIGN TC LL 16.0 PSF �pIESS TC DL 15.0 PSF y IWA 5.0 PSF BC LL 0.0 PSF SIo.CA3845 gyp, TOT.LD. BRACERS. AEFER TO BID -91 (HARDLLNG FNSTALIING AND BRACTI6). PIDIESREO BY IPI (TRUSS PLATE ERSTITUTL. 603 6'0ROFIO OR.. SOETE 100, MADISOA. HE 631191. FON SAF(IT OBtC110ES PRIOR 10 FEAFORMIAG TRISE FUNCTIONS. MISS OTHERVFSt IROICAIEO. TOP CHORD $CALL HAVE PROPERLY ATTACHED SIAUCIURAA PANELS. 80TTO?I CLORD SHAtL HAVE A PROPER(V ATTACHED RIOFD CE(URG. "11INITANT'" FURNISH A COPY OF IN3 OES161 10 THE INSTALLATION CDIITOW01. ALPINE (9011EER1D PRODUCtS. INC. $NALL HOT HE RESPONSIOLE FOR ANY D(VIAFIOII FRO* THIS DCSIOR: ANY FAEEURE TO BQ1LD THE TRUSSES IN COAFOR*t1C( WIN 101: DR FABtICAT116. NANOLING. SHEOPEIG. EASTALLAT361 09 9RACEAG OF TQSS(S. THIS DESIGN CONFORMS WITH APPLICABLE 09OVISIOSS OF MDS (RATIONAL DESIGN SPTCIFICAT10: DUOt3SH1D BY TRE AMERICAN FOREST AAO PAPER ASSOCI47101) AND TPI. A01111 CORIIECIORS ARE BADE OF 246A ASTR A663 6831 OALT. STEEL. (TC(PT A$ WIG. APFtT CONR(CTORS TO EACH FACE OF TRUSS. AND UXLESS OTIIINISE 1OCAItD ON THIS OES1G1. POSITION CONNECTORS PER ORAVIRGS 130. ISD AID 160 A -F. AA ERGINCINIS SEAR ON THIS DRAWING APP41ES ONLY TO THE DESIGN REF 8427--67163 DATE 05/14/97 DRW CAUSR427 91174024 CA -ENG PBC Cj WC SEAN - 105678 FROM MD 0 TC LL 16.0 PSF �pIESS TC DL 15.0 PSF y BC DL 5.0 PSF BC LL 0.0 PSF SIo.CA3845 gyp, TOT.LD. 36.0 PSF CIV �a�! DUR .FAC . 1.25 rA, I SPACING SEE ABOVE REF 8427--67163 DATE 05/14/97 DRW CAUSR427 91174024 CA -ENG PBC Cj WC SEAN - 105678 FROM MD 0 .I -WALit' IN NE'BB HOMES - T2 25' HIP GIR -OP CHORD 2x6 FL #2 .OT CHORD 2xB FL #1 WEBS 2x4 FL Standard :ONHECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE '.3.3. 11 LIEU OF R1G1D SHEATHING: - -DIN CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 1 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. )R BETTER CONTINUOUS LATERAL BRACING SPACED D 72.00' o.c. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1DDITIOHAL LOAOIRG (PER TRUSS MANUFACTURER) IC•� From--1014-PLF at 7.00 -to 1014 PLF at 13.00 1C From 572 PLF at 13.00 to 572 PLF at 25.00 1C - 2940 LB Cone. load at 7.00 (H)RECOMMENDE0 CONNECTION FOR TRUSS #97134025 (I!1 )IIP AND STANDARD TRUSSES BEHIND) TO THE BOTTOM CHORD: SI14PSON HUS26. ALSO, SIMPSON LUS28 TO CONNECT 32-0-0 COMMON TRUSSES AT 24- O.C. SEE CATALOG C-PT9513-1 FOR NAILING SPECIFICATIONS. [UNLESS AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.} 5X120 1OX1Os THIS DYG PREPARED FROM COMPUTER INPUT (LOADS 6 OIi(ENSIOHSy SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (Bd_box-falls) TOP CHORD: 1 ROIL @ 12' o.c. BOT CHORD: 1 ROW ® 1. 0.c. WEBS : 1 ROW ® 4- o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH RON TO AVOID SPLITTING. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT J2949. ROTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVER7I0HAL FRAMING. IN ADDITION TO NAILING/BOLTING SCHEDULE SHOWN ABOVE. USE (13)-16d RAILS AS SHOWN BY PARENTHESIS FOR FORCE TRANSFER .: 0ALfPCLIT0ATCn I nAn IInRAIT Ac FArk 1 AVFQ IS OPPI TFn- +2-0-0 A A G) 3 r� 4 H 9 0 11 ZJLOw` a- a Ate- �A�- 5X14 (Al) � � 9� 5X12 (Al) � �� M�a� (13)H55t4- •o• L*z o l -0-0 - Over 2 Supports 2940125-0-0 R-8441 H-3.5' R-9379 W-3.5' (11) PLT TYP. Al ine Ri h Strength TPI -95 R Design Criteria: UBC 18.1b8 CA - 1 - -- F Scale -.25' Ft. C1 C) O D CARL IN 11101. Q. •B1ILIRFi6•tEFCAUT0INJ9-9IIR(HAXDLING INSIALLISC &NOABRACING e0►UBAIISHIDfBYA PIEN(TRUSS PLATE TC LL 16.0 PSF REF R427--67168 D ftYCT1O11S. TCNOPORSHALLTHAVE PROPCALTRAII CF1D TC Oi. 15.0 PSF DATE 05/14/97 O PIiFIs,ODNIAA TN[SE URIESS OINERVIS1 INDICATED.STO PAOPIRLY RIBID CLCLING. oQ�Q(ESSt y� 0 STRUCTURAL PANELS. 80TT8M CHOOO SRAM RAYL A ATTACKED TO THI INSTALLATION CONTRACTOR. 40111 E16IATERIO A y BC DL 5.0 PSF DRW CAUSR427 97134058 C] ••IMPOIIIkNt•• TURNISN A COPY OF T91S DESIGN PRUIRCTS. [AC. SHILL NOT BE RISPONSIGLC AOR. ANY DCIIATION FROM THIS DI SIGN. MY FAILUNI TO BC LL 0.0 PSF CA -ENG PBC CWC ©ZTR 1 �Y-a eT pT"LNy O !?1/i I VL sono G tRUSS(S 1N CONFORMutC WITH TPI: an FA9:ticalNa RANDurO, SNIPPING. INSTALLATION OR SNACIRO OF IKOSSES. III$ OES16N CONFORMS NITR APfLICAStE PROTISIONS OF YOS (RATIONA% DESIGN t4a C43845 A TOT LD . 3 6 . 0 PSF S EQN - 105705 SPECIFIC4110H fi!ILISRLD BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPC- ALPIIC 6 97 ` {C . USS COANECIots AIE IIADL of 70BA ASTM AOS) Gt71 QALY. STEEL, EXCEPT AS NOTED. APPLT CONRECI9RS TO EACH FACE Of TIUSS. An ONII SS OTRIRNISF LOCATED ON THIS OCS15N. POSITION tON CONNECTORS PER * r'lY1` DUR .FAC . 1.25 FROM MD 17-1 C7 C] DRAYIAOS 1)0. 150 ANO 160 A -F. AN ENGINE(A'S SEAL ON THIS CRANING APPLIES ONLY 10 IBC DESIGN OF TRE IRSSS DEPICTED HIRE AND SHALL NOT SC RELIED DPOA IN ANY OTHIN NAT. STI `QQ�` SPACING 24.0- A A G) 3 r� 4 H 9 0 (VALDEZ-WALK 1N WEdB HOMES - T3 32' M090 HIP -OP CHORD 2x6 FL #2 :72 20 FL gl: IDT CHORD 2x6 FL SS WEBS 20 FL Standard :OHRECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 1.3.3. TOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.47 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.30 ". 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. JSE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.01oc. EXTEND SLOPING TOP CHORD OF TRUSS AHD JACKS TO HIP RAFTER. SUPPORT XTERSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE =LAT TOP CHORD WITH 2x4 HEH-FIR #3 OR BETTER 0 24.00"oc. 1TTACH WITH 2-164 NAILS & 2x4 DIAGONAL BRACE PER IIIO-91 13.2.1 :IGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 7HRU 6).OR CA -HIPS IETAIL CD1IO- SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 35.07.14 FT. oc.. ROTE: REACTIONS R Q R3 ARE FOR #1 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. S THIS DWG PREPARED FROK COMPUTER INPUT (LOADS A 011 NSIONS),SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 03 HEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES RUST OE INSTALLED IN ACCORDANCE WITH TIIE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ERGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 3/4' AT M10SPAN BETWEEN BEARINGS. IN LIEU OF RIGIO SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY, IN ADDITION. A RIGID CEILING OR 2x4 g3 11.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12' o.c. MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. 5X12so 5X8- 4X4- __ 3X14- 4X68 5X8- 6X12- 1.5X4 W 5X12 (Al) - 5X8® 04- 2.5X4= 1.5X410 5X6® IIS514 m 2-11-4 B-0-0 6X8- 6X12 - 2_0o 7-0-0 1 24-7-2 _I FQ 31-7-2 Over 2 Supports R--2764 W-3.5' R3-1782# T3 BUTTE CIuNPT"y 61M 0 M. MI. DEPAR TwN 11 R-2932 W>3.5' 113-2009# APPRIVV L) PLT TYP. Al ine K1 h Stren th TPI -95 R Desi n Criteria: UBC 18.11)8 CA - 1 - - - Scale -.1875° Ft. 0 0 ••u11xceo•• IAOSSt1 REWIRE LET-I11C CARE Ls FADtE41TLOR, Iu-Dl11Ia. SHi►fE[O, (.STA%L14G A10 BRICIRG, REfW 70 B1N-Dl EKABOLIBG 3NSSALAI1M ARD 82AC1,141. PUSLESHEO 8T TPI (MUSS PLAT[ TC LL 16.0 PSF REE R427--67166 Q IBSTIIUTE. 583 0,030 /TO OR.. SUITE E00. MADISON. NI 521191. FOR SAFEIT PRACTICES 2110A. TO INDICATED. TOP CHORD SQALL HALE PAOPIRL( AITACISED ApfESS TC DL 15.0 PSF DATE 05/14/97 F(-FOOILIRG IN(SE F118CTIORl. UNLESS O/NERVIS[ HANE A PROPERLY ATTACRID 111610 CIILIL:G. OQ y6% DRW O SIIUcfURAI PANELS. BOTTOM CHORD SRALt ••ULPORTANT•• NUQAISH A COPT of TRIS DESIGN TO THE 1NSTALIATIOI CONTRACTOR. A(PIAI ERG[ -[[R[0 FAILURE TO •O BC DL 5.0 PSF CAUSR427 91134025 t� m 0 � T p ' "` N ALPINE AL I ►AODICTS. IBC- SNAIL Not BE RESPONSIBLE FOR AXT OEY I IT TOR TROY IH15 GE3lC[; ANY BDILo TRI to SM 11 Co[foRMARC[ YITN T►1: OR FAQQ 3C 6. Al[OLINo. SNIPPING. IRSTMAT10[ OR PROY[S10RS OF BDS DESIGN T �O � BC LL 0.0 PSF CA -ENG PBC CWC `J1 BRACING 0► TAU514S. IRIS OESIGN CORFOLHS RETS APPLICABLE (NATIONAL �,;C43645 70T . L D . 36.0 PSF SEON - 105721 SP[CIF[CATLON FXSftS1=D BY THE AAERICIN FQIEST AID PAPER ASSICIATEON] AND TPI. ALPINE 83011 �' TRUSSS CO[AECt0R3 ANE MAD[ OF 1OGA A31M AGS] 643f GAIT, STEEL. ETC[Pl AS NOTED. APFLY COIREGIORS TO FACE OF TRISS, ARD UNLESS OTHERB[St LOCATED ON IHLS D(SIGR. POSCII03 CORNECTOBS RE4 * DUR . FAC . 1.25 FROM HD U a EACR -0 A- t-0(REws SEAL O- tNls OQAVEir 11111(5 CALL TO 1111 01111- ,rr'11 CIY1� 0 Q 0 t� 011AYINCS 170. IT IRO EGO A -F. °F IME TIUSS OE►I T.MEQ[ AND SRAIL NOT Still T10 U/0- IR A -T DI HER VAT. O�`1� SPACING SEE AB OV E CS) A A 3 0 VALDEZ-WALK IN WE60 HOMES - T4 35' HIP 13' FP CHORD 2x6 FL 02 :T2 2x4 FL $1: CHORD Zx4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING 1S NOT THE RESPONSIBILITY Of THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. E THIS OWG PREPARED FROM COKPU7ER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONRTCTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREAENTS OF I.C.B.O. RESEARCH REPORT $2949. NOTE: OC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 USC). IN LIEU OF RI6I0 SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X48 4X444 3X8- T2 F�- -n 3X8 (Al) ® 1.5X411 3X(Ilm 1.5X411 3X8- 4X6 3X8- 2X411 T 1-11-4 -i +8 I 13 -OTO I 9-0-0 1 9-7-2 _1 31-7-2 Over 2 Support -'1 I R-1285 W-3.5' R-1121 W-3.3" BUTTE u,'ucrww' ' A= W i n Criteria: UBC PLT TYP. Al ine TPI -95 R DesF. 18.1b8 CA/ -/11-/-/-/F Scale -.1875"/Ft. Q ARV BRACING B'RECCA TOTRISSITIIR 9111ACHAYDtRIRE 7RG IYSSAL\IR6 Aso DoiC[16). FURl1SSED BY III LIITRUSSePLATt TC LL 15.0 PSF REF R427--67170 O Q INSTETUtt. 603 D'CAOFIO OR„ SUIT( 200, MADISOA. N1 6]7791. FAl SAF[IY PPl[TIC[S PRIOR i0 THISE FVRCTIORS. U►LCSS OTHERWISE IAOFCATED, LOP CHORD SHALL HAVE PROPERLY ATIACMED �pIESS! QQ TC DL 15.0 PSF DATE 05/14/97 _ O PINFOIYL4G STROCtURAL PANELS. BOTTOM CHOID SHALL HAVE A PR4P(ILT ATSACH(O RICID CIELIAG. IRIS OESIGA TO THE INSTALLATION CONTIACIOR. ALPINE EAGIRIERIO yC A BC DL 5.0 PSF DRW CAUSR421 91134040 M '�INPORTAAT — FURNISH A COPT Of PLCO UCTS. LAC. SBLIL NOT BE RESPONSIBLC FOR ANY DCIIATIOH FION THIS VISIGN; ANY FAILONt TO BC LL 0.0 PSF CA -ENG PBC CWC Q 90 [10 tfd TRUSSIS 11 COHFORNANCI NIIH TPI: 01 fABAICATLRG. 11101.1110- 311PP120. INSTA(LA1769 OR 9BAC1R6 Of I,TUSSES. TN7S 0[SIGN CORFORNS KITH APPIICARLE Pt011SION3 OF NOS (1AIIOIAL DESIGN u1� OC No„ GM45 TOT L D , 36.0 PSF S E ON - 105710 SPCCIF ICAT KOM POLI SHED BY THE iRCR1CA[ f0R[ST ANO PAPER ASSOCIATION) AND TPI. AIPIXI COA MCCIORS ARC MAO[ Of SOW ASIR AAS3 fi]7 GAI Y. ST(IL, fIC(PT 15 10TS0. APPSY COIREQOtS i0 * E* 6�9T {C DUR . 1.2 5 FROM MD ,r T�� U O(SIOR its LOCATED ON HTKIS FACE Of S110 MFS O"' Cto f'N�` .FAC Q Q O O1l"ipir Ao lIS E"INEIB "AL OKTXI1MISC 1H(COCSIOF OQAKlN6S 131. ISOCACH 110 OILY Of THC TRUSS OCPICTIO HERE AND SMALL 101 BE 1EL110 .01 IN All -Iffn VAT. SQQ�� SPACING 24.0" 0 -0 A m Cn 1•+ ,I% (VALDEZ-WALK 1N-WEBB HOMES - 'OP CHORD 2x6 FL #2 TOT CHORD 2x4 FL #1 NESS 2x4 Ft Standard 35' STUB COMN) THIS DMG PREPARED FROM COMPUTER INPUT (LOADS 6 -DIMENSIONS) SUBMITTED BY TRUSS MFR. :ORHECTOR PLATES DESIGNED FOR GREEN tUMDER PER HIIS•91 TABLE '.3.3. ;H)THIS TRUSS DESIGNED TO CARRY 3201 MECH UNIT;UHIT LOCATED AT CENTER: 15.9-0; SUPPORTED BY TRUSS: TOP CHORD; UNIT WIDTH: 2.6-0; SUPPORTED BY 3 TRUSSES. ao# 80# (M) 5X4a ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949. NOTE: DC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' c.c. IN ADDITION. A RIGID CEILING OR 2x4 13 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 12.00' o.c, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X6 (AZ) - J."i— iX4 M Em T t-11-4 -0.0 2-0-D I 17-6-0 I 14-1.2 J 31-7-2 Over 2 Supports `I R-1366 W-3.5' R-1200 W-3.5" PLT TYP. Alpine TPI -95 R oesign Lriteria: UUt O 0 •BN CRINB.G RIFER TO EO g91 I1 4RAROl[ 6 [1STAttIT ING BANDCA IL CIRC . UBLISRED PBy TTPI 1NCIAUSSHG AMD FIAT[ O IRSTit 0It. 207 0.OBOFIO OR.. SUITE 200. RAOISON, 4E 6S iIPl. E00. SAFCTT PLAC21CtS PRION t0 0 FINrOAIIt+O ins( FORCTION7. UNIESS OTIILRLS! IRO ICAT[0. TOP CORD, SWALE HAVE SROPIALT ATTACHED Q STIOCTURAL fA1ftS, BOTTOM CHORD SRAM RAVE A PROPEAtT ATtACNtO 91610 CIEIIRG. ••IRpOBtA1t•• flft11S1 A COPT C6 TKIS OtSIGN t0 INE INSTALLATION CONIRACTON. At PINE ENBItE(RED FROOUCTB. INC, SNAtt NOT OE 1tSPONSIBIE FOR, All DEVIATION FILON THIS OLSION: ART FAttURE TO e i p 61[l0 IRF MOSSCS I1 CO/FQ4RAM ITT$ TPI: OR FABRICATING. NANO11NO. SOAPING, UISTAtu1101 OR L BRACING OF TRISSES. THIS OISIGN C06ORIS VISA APPLICABLE FIST1SIONS Cf NDS (NAT[OPAt DESIGN SFECIFICAIION POItISREO BT T11 AMERICAN FOIEST 410 PAPER AISOC[ATEONI AND TPI. ALPIlt ��1 r t00NEC10R2 AR[ NAGE OF 200A ASTR A613 G437 City. STCCL, IICIPT AS 10110. APPLT CONNECTORS TO ilS [ACR FACE OF iRO11. ARO UNLLSS OEHEIVISE LOCATCO ON IRIS OCSIGR. POSITION CONHECTONS PL! Q r-1 Q DRAV116S L)0. 1S0 A10 160 1•F. AN !t6[)[EP'S t[Al Os is7S OtAB 1MG APP1115 ONLT 10 INC OC SIOt L_A ec TRL TRUSS Ot►ICTED DFRI ASD SNAIL NOt of t(t IED UfON 11 ANY OTN[R VAT. M Ye b R 0 �lllw• 41 ND.C43845 r tip 61491 * CIVtl. ����' orC�u�� CA - 1 - - F TC LL 16.0 PSF TC OL 15.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF T07.0. 36.0 PSFI Scale —.1875"/Ft. REF 8421--72906 DATE 05127197 DRW CAUSR427 91147036 CA -ENG PBC CWC SEQN - 107494 DUR. FAC . 1.25 FRO14 MD SPACING 24.00 _(VALDEZ-WALK IN WEBB HOMES - 76 3S' STUB CARR) TOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard :W2 2x8 FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLEO.IN ACCORDANCE WITH TIME REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ADDITIONAL CONCENTRATED LOADS -• 200 -LB Conc. Load at.. BC 9.33 200E 5X4- 2X4 M 4X4,0 4X6— I 1-SX4 f s w2 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & 6IHENSJ0161 SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR••' ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. NOTE: 6C CHECKED FOR 10 PSF ADUITIDNAL LIVE LOAD ACCOROARCE WITH TAOLE 16 -8 -SPECIAL LOADS (1994 UDC). IN LIEU OF RIGID SHEATHING: TOP CHORD TU BE GRACED BY PROPERLY ATTACHED PURLINS SPACED d: 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' o.c. MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. - 2.5X4:* (A2) - 3X148 5X8im 2.5X4- 4X4vi 1.514 M T 1-11-4 x.8-0-0 4X6- T Y'0-0 I 17-6-0 I 14-1-2 _I 31-7-2 Over 2 Supports j R-1428 W-3.5" R-1179 W-3.5' BUTWI "'T'y L,RVILI-/-J-fr TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.1875"lft. REF R427--67177 DATE 05/14/97 D R W CAUSR427 97134043 CA -ERG PBCJCWC SEON - 105737 FROM MO T O U A PLT TYP. Alpine TPI -95 R Design Criteria: UBC IB.lbB Er-�-�� Q Q Q WART .- TIVSSES UOUIRE EIIIIERE CANE JM FAWRICAITON. BRIDLING. SNIFFIRO. INSTALLIAG ANO PUBLISHED DY TPI (JRUSS PLAT( LJ RAACIIS. RCFER 10 NES -9k (MANDUR0 INSTALLING AND IRACIPB). 1NS117011. 521 D-ONOFIO DA.. SUITE JOB. SADI$01. VL 53)191. FOR SAFETY 92ACFICIS PRIGR TO �ajESS! O O PERFORMING THESE FUNCTJDNS. M(S3 OTHERWISE INDICAIIO. EOP CHORD SSAll HANE FROPIILV AEIACMIN RIGID C[ILIN6. QQ y D $I;CTVAAL PANCLS. BOTTOM CRORO SHALL RAVE A JNO►ERAT AITACREO IBE CONIRACTOR_ ALPINE CYGIAIERTO C -.]MPONTANT-- rURJn3R A COPY OF THIS DESIGN TO INSTA(101011 RESPORSIIAL FOR ANY GIVIATIOR FROM PIIS OE176N: All 9ARLURE TO o E a PRODUCTS. IRC. SHALR NOS Of BU1L0THE TRUSSES Li t0N►OBIIANCE 91TN TP[: oA ►ARRICATIN6. RANOLUC, SMIFPING. INSi1LllAI10J 00OA PROYISICAS OF NOS DESIGNSPECIF1CA11011 aR W ACAS OF TRUSSES. 'RES DESIGN CCAfORRS WITH AIKICABLC (IATIONAL PUBLISHED BY THE AIRALCAN FORERT ANO PAPIE ASSOCIATION) AND TPI. ALPINE T�{� CORNECIDOS AR{ MADE OF ROLA ASTR ABS3 SR3I GALY. SIIEL. EXCEPT AS NOCIO. APPLY COINECIORS TO * U a E AAD 8 SS OAN TSULRONBTHISIS F0 uISO COYLYCTO f, CIO- L�1 AVIN6OA9 Pl [ISSITION Et6(R1ER'SIBERVISE OAAHIYGSACH AND 160U33. 110. AIF- TNLE DESIGN - Q Com- Q [= OF THE TRUS3 DEPICTED HER( AAO SNAIL NOT BE ACUEO UPON[J ARY OTHER VAT. BUTWI "'T'y L,RVILI-/-J-fr TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.1875"lft. REF R427--67177 DATE 05/14/97 D R W CAUSR427 97134043 CA -ERG PBCJCWC SEON - 105737 FROM MO T O U A VALDEZ-WALK IN WEBS HOMES - T7 35' TSC TOP CHORD 2x6 FL $2 BOT CHORD 2x4 FL 01 11E8S 2x4 FL Standard) ;W4 2x4 FL /1: NOTE: 8C CiIECKED FOR 10 PSFADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-8. SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOVEMENT OF 0.12 ' DUE TO LIVE LOAD AND 0.15 ' DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION a 0.28 ". EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.23 '. ADDITIONAL CONCENTRATED LOADS BC - 100.L8 Colic. Load at 10.00 2. SX40 5X120 6X6 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. COIINECTOR PLATES OESIGNEO FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C,B4O. RESEARCH REPORT $2949. CONTRACTORS WARNING. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 1NSTALLAT(ON TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00- o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4 1.5X48 5 W4 NZ5 5X4ft 1.5X4 M 7---7 8X12m 3 2.5X4e- 3 -0-0 6 X 4 5X6 3X14 (Al) ss 100# 4X4- 4X6- 3X4 (Al) 2 D o x•4-0-0 2-0-0 �` �TY 17-6-0 17-6-0 9-11-12 9-8-4 15-4-0 35-0-0 Over 2 Support's -I R-1277 14-3.5' R-1607 W-3.5" Af Af MV PLT TYP. Al ine TPI -95 R Desi n Criteria: UBC 18.1b8 CA - 1 - - - F Scale -.18750/Ft. Q O E] D O O T1 L?L1 U TRUSS BRACitc. tcFLRR 10 HIG-`9L (CRE OMING INS ALLI G AND AB AOCISG). PUBtfSYED 8Y IPI IM(TRUSS YPLAIT IR3T1J0T(. 1111 O.OYOFLO DR.. SUCIE LOP. M40E301. NI 65119). FOR SAFETY PRACTICES PRIOR 10 II FOR IINO THEST 8430301S. LIMCSS OTOERITISC JNOICATEO. TOP CRORD $HALL HAVE PROPEOLY ATTACHED STRUCTUTAL FAE%S. BOITOK CHOAO SHAtt BASE A PROPERtT AfTACHCO RIGID CEILING. -AIKPOBTAOTAA FURNISH R COPT OF THIS OESIGI TO THE INSTALWION CAITRACIOR. ALPINE ENCINECREO FAODOCTS. EN,. SNALt IDT BE RESPONSIBLE fGH All OEl1AT1ON FROM THIS DESIGN. All FAILURE 10 RU. TIL TRESSES l0 COYFORKAMCf YHB 1►1: OR FABRICATING. HAYDl1YC, SHIPPING. INSTALLATION O.l BtACINO OF TRUSSES. 1X15 OC3I6H CONFORMS WITH APPLICAOLIE IAWO)SIOMS OF X05 LYAIIONAL 013160 SPECIFICATION RUBLISHLO BS 1HE AMERICA, FOICSY ANO PAPER ASSOCIATIOI) AMC TPI. A%PIIL CONRECTOIS ARC mitt OF Roo► ASTM A6 S] GS11 my. $It,,. (IC(PT AS IOTEO. APPET CONRCCIORS TO SACH FACE OF TRUSS. AND UNLESS OTHIR5E6E LOCATED 01 101$ OESISN. POSITION CORIECTOtS PER OFA16[`EXUSS'OEP1,140 N(NEAll Igo AAll SHULtlIOT`81, Rf LIED UPONHIS IN All OTRCAPMATCI OAIT 10 TAE OE STOW �pffSsl QQ y� h A 4' r p cc No: 043845 * Ela- 6P91 A p �Q ,, CIVIC <Q TC LL TC OL BC OL BC LL T -P TOT. I . L D . 16.0 PSF 15 .0 PSF 5 .0 PSF 0 .0 PSF •f 36.0 PSF REf R421- -67180 DATE 05114/97 DRW CAUSR4t7 91134045 CA -ENG P B C CWC SEAN - 1 0 5 749 'DU .FAC . 1.26 FROM MD + SPAC F N G 2 4 . In q 0 A 0) N (VALDEZ-WALK IN WEBB HOMES - TS 35' TOP CHORD 20 FL 02 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard :W4 2x4 FL #1: CONNECTOR PLATES OESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LDAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOVEMENT OF 0.14 " DUE TO LIVE LOAD AND 0.11 " DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.33 •. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.27 '. ADDITIONAL CONCENTRATED LOADS 8,. C - 100 LB Conc. Load at 10.00 5 1. Wax 5X120 2.5X IS %X40 HS514- 4X12 (F1) 0 - 6X6- THIS DYG PREPARED FROM COMPUTER INPUT 6 0IHfN5109S) SUBMITTED BY TRUSS KFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AN010R SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SIIEATHIRG: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED A 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACIIED TO THE BOTTOM CHORD. 3X4ft 5 3 X88 1.5X40 TB 3X4 (Al) � 3 8-0-0 `0 6 X 4 Maw 3X4- 3Xi0@ 100 2-0 0 17-6-0 17-6-0 BUTTE OOLUTY 9-11-12 9-8-4 15-4-0 i de 35-0-0 Over 2 Supports R-1376 W-3.5" R-1508 W-3.5'Ar"P-1 M PLT TYP. Al ine Hl h Strength TPI -95 R Oesi n Criteria: UBC 18.1D8 CAI -/I/ -/-/-If Scale -.1875" Ft. O O T O e T pl I�1 FI O AL 1 \iJ Z--TRLJSS I� J •e,uCpESeeEFit To ale -91 (NAIMUNG INSTALLING ME COKE 311 BAM HRACIRG)j.. IUR9SHCO Of IPI (TRUSS RUSS PLATALLING TE IIISTIt8t1. 681 D'aDitO DR.. SUI It loc. RAMON. NI 13119). FOR SAFETY PRACTICCS PRIOR TO iE RFOIF IMG TRISE FUNC:IOYS. UNLESS 0111E9YISE EAOICAIEO. TO? CHORD SHMIL SAVE PROPENLT ATTACHED SIROCIURAL PAYEES. 60116N CHORD SNAIL 111TE A PROPERLY ATTACHED AIG1D CICIIRG• ••1MPORFA4i•• FURN75H A COPT OE fH[S DESIGS TO THE INSULLATIOA CONTRACTOR. AlP111C EFG3YE52EO PRODUCTS. IIC. 11 L AOT BE RESPONSIBLI'FOR AMT DEVIATION FROM THIS DESIGN: ART FAILUAE 10 BU [IO INE TR USSCS IN CONFOEMANCC YITH IPI: OR FASAICATING, HASOLUS. SHIPPING. R STALL ATION OL BRACING OF EROSSLS. THIS DESIGN CUFFORMS YITH APPLICABLE PROYISIOYS OS 201 (NAIIRYAL DESIGN SPCC IF [CAT 101 PUSLISYID BY ISE AHEBICAN FORM ASO PAPER ASSOCIAT10R1 A13 IPL A0111 COIYECTOIS ARE MADE OP2U OAASTN A653 C63T GALY. STEC1, EECEPT AS 110190. APPLY CONNECTORS 10 [ACtl FACE OF TRYSS. AND YRl[SS OTH(AYISE LOCATED ON IBIS DESIGN. POSITION CANA[C10L1 PER ONEY TO TYE 0[STGY OFATHEGh[USS� DEPICTED ItAl k9O SBAAL110 AND 160 A -F. AN N OTE E1 REL[(0 UIONL ON M IN ANIS Y OTHERVING NAT. QfESSf O yC A y 'P a �,P,43845 E1�• 63491 fl' TC LL TC OL BC OL BC L L TOT. L D . 16.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 36.0 PSF REF R427--67182 DATE 05114/97 DRW CAUSR421 91134046 CA -ENG PBC/CWC SEAN - 105753 .25 DUR .FAC. 12A-0' FROM MD SPACING 2 A . 0 " 3 r A 4 G A A m -o 3 M V 0 `If VALDEZ-WALK IN WEBS HOMES - T9 35' P CHORD.2xfi Ft 112 CNORB 2x4 FL 11 BOOT WEBS 2x4 FL Standard :k4 20 FL fl: CONNECTOR PLATES DESIGNED FOR GREEN LU14BER PER NDS -91 TABLE 7.3.3. CALCULATED HORIZONTAL NOVEHENT OF 0.16 ' DUE TO LIVE LOAD AND 0.19 ' DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.38 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.31 '. ADDITIONAL CONCENTRATED LOADS --- - IOD L8Cont. BC Load at 10.00 6X126* 2-5X4 1.5X4 � 5 W4 HS6168 - �32.5X4vr-- 3•- 6x6ft 4X12(Fl)-0 100 LPO -0 THIS DWG PREPARED FRON COMPUTER INPUT (LOAOS d 91NEHS1013S) SUBMITTED BY TRUSS MFR. '*"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE MIT" THE REOUIREHENTS OF I.C.B.O. RESEARCH REPORT $2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-B-SPECIAt LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' 4).c - RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD- 6x6m 3X48 4X64 5 1.5X44~ SHIM 3X4- 6X6 (A2) - 2.0.0 *-0-0 T 9-11-I2 9-8-4 0 IUL 35-0-0 Over 2 Supports-- I R-1464 W-3.5' R-1420 W-3.5- ., PLT TYP . AI 5 ne Hi NIN.i11111111 U�— , t C IR FABRICATION. eA[DG1I ARRO" TUSIs REWIRE [GLt MRS. 191TAtt11G An Q 0 0 O 9RACING. REFIR 10 810-91 (CANDLING IISTALIIIG ARO SPACING), PUBLISHED BY TPI (11USS PLATE Q IMSt1TUTf. 501: O'OIOr10 DR.. SUITE 100. BAOIfOY. YI S1119). FOR SAFETY IRACTICIS ORION. TO 0 PERFORNIMB TRILL F11103013. UNLESS OTNCRMISE IIDLCAT[D. TO► CRORD SBA►t BATE IAO#ELLT AITACRED Q Q STRCCTURAL PANELS. BOTTOM MORO SHALL NAME A P&MILLY ATTACHCO RIM CR MG. "IMPORTANT•• FORAM A COPT OF THIS DCSIGN TO TRE I#SY4LIAT101 CONTRACTOR. ALPEIE IM0111EB10 PRPJUCIS, INC. INALL NOT BE RESPOSSIREL FOR AMY OCIIATION FROM 11115 0(5101: ANY FAILURE TO n1:1-1, Q 99ILO THE IRUS1tS 11 CONFORNAACE YITN TPI: OR FABUICATING. RAMDL110. SHIPPLt9. INSSALLATIOY OR SPECIFICATIONTIMES. #tRLESHEDTHIS T111 AIU:RICAMOF091STNS TAND #APER ASSOCIATION) An In.INAt TIRE OE SIW � CONNECTORS All RAOt OF I0" ASM ANS3 all GALT. STIIL, LICLPt AS NOT[O. APPLY CONNECTORS TO u EAEN FAC( OF 1BUSS. ANO MISS OtNERY1S( LOCAT(D ON THIS D(SIGY. POSITIOR COMMAS PER C•lAY1NBS 110, ISO AND 160 A•F. IN 1YOIAECB,S SEAL ON 1915 ORAYINB APPLIES ONLY 10 TIL DIS141 Q Q OF TME TRUSS O(PCCFEO NEAT AND SHALL NOT AT MIED UPOI IN ANY OYN(0. VAT. b8 CA - 1 -1-r-rr TC LL 16.0 PSF �fESSI TC DL 15.0 PSF �y BC OL 5.0 PSF r p BC LL 0.0 PSF 4 b.Cs it 70T.L0. 36.0 PSF 43D5 DUR.FAC. 1.25 \� SPACING 24.00 Scale-.1.875'/Ft. REF R427--67179 DATE 05/14/97 O RW CAUSR427 97134044 CA -ENG PBC/CWC SEON - 105743 FROM MD In 0 N! 0 (A h� VALDEZ-Y)ALK IN WEBB HOMES - T10 35' CARR TOP CHORD 2x6 FL $2 BOT CHORD 214 FL 01 WEBS 2x4 FL Standard :W2 2x8 FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS -91 TABLE 7.3.3. ADDITIONAL CONCENTRATED LOADS DC -•., 200 LBConc. Loadat 9.33 — DO NOT TURN TRUSS END FOR END. ** 200 5x6= 2X4 m 4X40 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS 6 GrIMENSION.S) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED LN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIHS SPACED @ 24.00' G.E. IN ADDITION, A RIGID CEILING OR 2x4 /3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4ft 5 1.5x4 4x6f W2 .�.8-0-0 T 6 IA21 3X14$ US- 3X4- 6X6 (A2) - 2-0-o 2 0 0 BUT _m C,t� � `t 17-6-0 1 17-6-0 F'll"i - X5 4 MSI' 35-0-0 Over 2 Supports R-1540 w-3.5' R-1444 wa3.5'L �. PLT TYP. Al ine TPI.95 R Uesi n Criteria: URC TR1153C3 REQUIRE CITIEME CAtE IN FABRICATION. HAroLIIG. sHlpplNG, INSIALt1Nc AND 18.1b8 CA/ -/11-1-1-]F- Scale —.1875"/Ft TC LL 16.0 PSF REF R427--67176 -WARNING-• CD p D O IBIACIYO. ICF It 10 NIO•RI IRANOLING INSTALLING ARO BRACING). pled:NCR By TPA (19USS PLATE 1lSTITOT[, SBA 10 0R.. S91TE 100. HAOISOI. YI S1119). FOR Will FOACTIC(S FDIC% TO �DiEssr TC DL 15.0 PSF DATE 05/14/97 Q C3PERSDRMTsc TRIS( FUNCTION.. XISS oTN'SmSE INDICATED. Top cmwo SRALt RAKE FAORRIIr ATTACHED ^ STRUCTCAAL #AMS. BOTION CHORD SHALL BATE A FAOPCRLT ATTACRIO RIGID CIELEYG. COVIRAC.TOR. WINE EAGINEIM VQ ti C A BC DL 5.0 PSF DRW CAUSR427 91 134057 1---•1 -IMPORTANT.• MUM A COPT OF refs OESION TO THE INSTALLAtIDH NOT BE RISPOYSIB([ FOR ANY OEIIATION FROM IHIS DESIGN: A►T FAILME TO y 4 BC LL D . 0 PSF CA -ENG PBC CWC PRODUCTS. INC. SHA►( COtToems V1TN AMICABLE PIOIISIRTS OF NOS (NATIONAt OESIGN FZVIII�TE o BVILO THE TAUSSCS IN CONFORMANCE VITM TPI: DR FABRICATING. VAIMLIAL. SHIPPING. INSTALLATION OR A « �.���45 TOT L D 36.0 PSF SE ON - 105734 RRACISG OF TRDSSES. THIS DESIGN SPECI: ECATIDI M13INIO BY INE AMERtCAI POR[ST AAO PAPER ASSOCEAT[Ot) AND TPI. ALPIRE CANA[CTORS ARI RACE OA IOGA ASTM AGS) CR31 GALT. STC[t, E[CEPI AS NOTED. AfPLT C07REC10R2 10 1� 67Dg7 >k * . . DU R . FAC. 1.25 FROM MD TRUSSOtAY1 C110.OF t 150SANDSl60NA�SfS. OANEE YG DEEB STSEAI ON05 HTH 11IS (ORAY ItCOA/ptfl3 OYITSITION CTO tN[TORS EOE216N ,i` ell`` �\� l•P �Q SPACING 24. D tGStAca Q �1 OF THE TRUSS OEPICT(0 RARE AND SHAtt IOF RC AEt1E0 UPON IN ANT OTHER NAY. (n q 0 U (VALDEZ-NALK III WEBB HOMES - T11 35' -OP CHORD 2x6 FL $2 i0T CHORD 2x4 FL #1 NESS 2x4 FL Standard :OHNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 1.3.3. IOT£: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCOROANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 1.5X4## 5 4X6,9 THIS DNG PREPARED FROM COKPUTER INPUT (LOADS 8 DFKENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. III LIEU OF RIGID SIIEATIIIHG: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X6 • �- / 3X40 3X4® 6X6 (A2) a 3X4- 6X8 - 5 1.5X4# 4X60 3X4® 6X6 (A2) a z 2.0.0 2-0-0 1 17-6-0 a 17-6-0T COUNITY 35-0-0 Over 2 Supports .� '. a pN *• r. R-1392 W-3.5' ? R-1392 W-3.5' , v F Scale - 1875° Ft PLT TYP. Al ine TP1-95 R Design Criteria: UBC •BNANNINTAGG'. THUS= CASE 11 "'t INS 141GI. 18.168- TC LL 16.0 PSF REF R427--67172 (�' ,Q [] PVBI[iH(0 9Y�iP['TE AI 10 11 11t(¢1t01[I G INSy11FAA1DATION. (AST[EUTE. TSt 0•DMCF30 OR.. SUITE 100. KADESOV. r1 SIM). FOR SAFETY PAACTICES PRIOR T9 �piESSI TC DL 1 5 . 0 P SF DATE 05/14/97 DRW CAUSR427 97 134041 Q P[RrC9N[t0 191" rUNCTIOYS. UNLESS OTN[RVIS[ TrD[CATIO. TOP CNCOO SNAIL RATE PROPERLY ATTACHID EIICtS. Roi1oM CHoLD SHALL HAVE A PROPIRLY ATTACHED RI010 CIILIRB. QQ y tj BC DL 5.0 PSF Q STRUCTURAL ••[NPORTANT•• FURNISH A COPY OF TM DESIGN TO THE [MSEALLATIOA COTTRAC TOR. II PI NE ENGIN EC¢fD PACO CIS. INC. SHALL Not RE RESPONSIBLI FOR ART DEVIATION FROM IRIS 9ESIGN; ANY FAILURE To y ,p BC LL 0.0 PSF CA -ENG P6C CWC VVALPM BUILD THE TRUSSES ER COLFORK41C[ R[TH TPI: OR MAIMING. HAAOLEIG. SHIPPING. riSTAILAl101I OR OCSIGN CONFORMS NITM Avfl[CABtE PROVISIONS OF RDS (RATE014L DES141 s, s �,C43B45 TOT . L 0 . 36.0 PSF S E ON - 105725 RRACINO OF TNOSSES. THIS SP[CIF[CAT10N PUBt[SHLD 9T THE AMERICA[ FOAESI AFD PAPER ASSOCIAT1411 AND TPI. ALPINE COt.NECTCIS Alt HAVE OF TOGA ASFH A653 G431 GAIY. STEEL. CICEPT AS [01[0. APPLY CUNLECTORS TO 6�p97 Ta If DUR .FAC . 1.25 FROM MD T I TSS EACs FACE Of T10S S. Ato URALS$ OTN[RRISC MATED ON THIS DESIGN. POSITION CO[R[CTORS PER OIILY TO THE O[S1C1 '.DEP[C1[G � ell til y` QQ� SPACING 2 4 . 0 Q 0 i—� RPWAYES OFATNICIGT¢U 1tREAA[0 S LIA [OIEBE'REL ILO UPOYNI[ ANY DI NCR 9 V _D A r r . VALDEZ-WALK IN WEBS HOMES - T12 35' HIP 14' 58 TOP CHORD 2x6 FL #2 :T2 2x4 FL #1: BOT CHORD 2x4 FL /1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER LIDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF TIIE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES EEFAMING. BA LOCAL PROFESSIONALENGINEERREGARDINGCONVENTIONAL v3X10(Bl) - 1.5X4111 THIS DVG PREPARED FROM COMPUTER INPUT (LOADS B 0 RENSIONS) SUBMITTED 8Y TRUSS HFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949. NOTE: OC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). III LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24- o.c. AND 24- RESPECTIVELY, IN ADDITION, A RIGID CEILING OR 2x4 #3 11.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72- o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X40 5X48 3X8 12 3X8= 31675X4 M 3X88 1.5X4 W 3X10 (D1) s +-0-0 2-0-0 & T- z-o•o 14-0-0 14-0-0 _1 35-0-0 Over 2 Supports I R-1392 W-3.5' _ PLT TYP. Alpine TPI -95 R Desf n Criteria: uric FAStICATLON. MAR RARNIBG•- TRO$fL3 AEOOItC IIFRLRi CAR[ LAI DtIR6, SRIPPIlG. IRStAtLING AI) BRACING. k[F[1 TO 1[B-Pl (HAImtLN6 1lflAlllNG AND 6tAL1tlG), IURLISRIO BY TPI (TRUSS PLAT[ ikSTtTOT(. 663 D•OtOF1O 01., iU FI( IOD. H►DISOB. RI 61119], FOR SAFETY PRACTICES P4101 10 CD I11RFCANIlO ITISE FUNCIIOIS. URUSS OTH[lVISE IR0ICAlfo. TOP CHORD SHAH 1:AYE PROPERLY ATTACHED © STRUCTURAL PANELS. 80470H CHCAD SNAIL DATE A PROPERTT'ATTA[MCD RIGID CEILING. 0 ••IMPORTANT— F0RN13M A COPY OF THIS D[S16tl TO EHE INSIALLATION COMPACTOR. ALPINE (MGI9CERFD PRCOUCTf. INC. SHALL NOT SE RESPONSI6lt FCR ANY OIYIATION FROA TDI$ DESIGN; ANT FAILURE TO 1 11 lJl-A $OI10 115i TRUSSES 1R COAFORHANCI KITH TPI: OR FABRICATING. HA9DtIN0, SHIPPIk6. INSTALLATION OR 11 `TL ORKING OF 1kOS$E$. IRIS OLSICN CORFORMS 9170 APPLICABLE 91011SIOkS OF IDS (11,410lAL 013169 SPECIFICATION PUBLISHED GY IHC AHERICAI FOAESI ANO PALER AS30CIATION) AND TPI. ALPLtl( jRU►7 S [AC REFACE of TRUSS. AgoHAD[ 01 iack UNtISSi01NERRISC'/OCATLD OR TNISCO[S1GRI,SPOSITION CONIECFOkSI PER S TO BRAY INGS 150. 160 AND L60 A -F. AN EIGIAIIt-S Sol 06 THIS DIAMOND APPl1tf 01111 LO THE Mick E= O OF THE TNUSS DCPICTLO RIRC ANO SHALL ROT It R1tf(D 020N IN ANY OTHLR MAY C,{384 _ \ —to, ' 63097 LAI -111-1-F-Fr TC LL 16.0 PSF TC DL 15.0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.1875'/Ft. REF R427--67184 DATE 05/14/97 D R W CAUSR427 97134047 CA -ENG PBC/CWC SEON - 105757 FROM MO A Z 3 H En (3) Q O -10 (D En r FVALOEZ-WALK IN k BB HOMES - T13 23'8 MONO I TOP CHORD 2x6 FL #2 :T2 2x4 FL #1: BOT CHORD 2x4 FL 01 WEBS 20 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RUS-91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 5 4X4 (A2) - 040 1.5X4 U 3X88 TRIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSION'S) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEA1111NG: TOP C11ORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PU1tlINS SPACED 0 24- o.c. AND 24' RESPECTIVELY, IN ADDITION, A RIGID CEILING OR 2x4 /3 H.F. OR BETTER CONTINUOUS LATERAL BRACIHG SPACED 0 72' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4= 3X8m T2 4X4- 1.5X4 UI 3X4- 3X4- 1.SX4 W 3X48 4X4- 4-2-4 -0-0 L*2.0.0.j LaS 9 cs[se l 1 10-0-0 I 13-8-0 J 23 8-0 Over 2 Supports 'I P1,�4..�� 4 E; - ART' rte; r� ��x• . R-1002 W-3.5' R-834 W-3.5' „ ='� � w� PLT TYP. Aline TPI -95 R Design Criteria: UBC 18.1b8 CA - 1 - - - F Scale -.25"/Ft. C� O O O OSTRUCTVIAk L'1L1 TRUSST�� 1 R Q Q Q •1 41111GBARIFU To $1N 4W)OIE (111CME (NAE 1,140 [CEAin STPAL[RGBA90 BRAACCII•NG]. Pi)IISHHEDPBYITp)EA(TRUSS32 610 91R( IN3TITv(t. 6B3 0'080110 OR.. SUITE HO. MADISON. VI 63119). FOR SAFETY PRACTICES Plach TO PERIORM1NfG, THESE FUNCTIONS. UNLESS OTNEIKISC INOICAT(O, 109 CROI9 SHALL HAVE ►1101IRLY AIIACIID PANILS. BOTIOR. CHORD SHILL HAVE A PROPERLY AIEACR(D RIGID CEEL(I0. •*IMPORTAPETA• FiANISH A COPT OF THIS 0(SIGN TO Y9E LCSTALLAFJON CONIRACIOR. ALPINL (NGp[ER10 PRODUCTS. INC. SNAIL ROT BE AESPOPSISLE FOR ANY DEVIAIION FIWI THIS DES(ON: ANY FAILURE TO BVIIO THE TRUSSES PN coN►OHMANCE KITH TPI: OR FA3ELC4TING. RANKING. SHIPPING. LNSTALLATIOC OR BRACttO OF TROSSES. THIS DCSIDR COLFORMS YITB APPLICABLE PBOVLSIORS OF NDS (KATIONAL DESIGN SYICEFICATI ON PURLISO(D DT TME AHIAICAN FOREST AND 94PER ASSOCIATION) AND IPI. ALPIRE CON6CCTORS ARE MADE OF tOGA &SIN A653 CR31 GALY. STEEL. CKIPI AS NOT(O. APPLY COWECIOIS TO CAC: FACE OF 11015. ASO UILESS OIBLRVISC LOCATED OR THIS DESIGN. #051130 COINECT02S Oft GRATINGS 130. 160 AND 160 A -F. AN CNGIREER•S SEAL ON THIS CRAVING APPL1(S ONLY TO THE OCS1S6 Of iat TRUSS 0LPICTED HERE ANO SYALL NOT RE R[L IID LPO) [N ARY OTCCR VAY. p4ESS1 yC \ A� 4 yv "a. C43846 i7D• 6p97 * Jj C1y 1` Q� '� TC LL TC DL 8C DL 8 C L L TOT . LD . 16.0 15.0 5.0 0.0 3 6 . 0 PSF PSF PSF PSF P S F REF 8421--67185 GATE 05/14197 DRW CAUSP427 97134048 CA -ENG PBC /CWC S E Q N - 1 0 5764 -0 U R .FAC . 1.25 FROM MD SPACING 24-.0m 3 D -C r A 4 A A A 'D 3 r) 'D F -I A 4 1--4 In q 0 -D (VALDEz- S - T14 22'3-1/2 MONO f0P CHORD 2x6 FL #2 :T2 2x4 FL #1: ;OT CHORD 2x4 FL 01 WEBS 2x4 FL Standard :OHNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HUS -91 TABLE 1.3.3. SOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 4CCOR'DANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 13 OR BETTER ® 24.00'oc. 4TT-ACH WITH 2-16d NAILS 5 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33. OR 1118-91 SUMMARY SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY OS -07-14 FT. oc.. ROTE: REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP ARO #3 CALIFORNIA HIP RESPECTIVELY. THIS DYG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) IX4 $3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED 10 ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. $1 HIP DESIGNED TO SUPPORT 08.00-00 JACKS KITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24' o.c. AND 24' RESPECTIVELY. IN ADDITION, A RIGID CEILING OR 2x4 113 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X80 4X4- 4X12- 5X8= 1.5X411 7X5(AZ) HS2512 s JAY S t o ate! 8-0-0 1 14-3-8 22-3-8 Over 2 Supports "I R-1994 W-3.5' R-2263 W-3.5' R3-741# R3-656§ T 3-4-4 •0-0 T/4 BUTTE OOLUTY PLT TYP. Al ine Hi h Stren th TPI -95 R Desi n Criteria: UBC 18.lb8 CA �4r- ° -"F` ' S-cale -.25° Ft. Q O 'BU1(0 �TRUS f�7 CiR .1NAND RRACINO)dOPUBIISSID RYIti[IN(TIUSS PIAIE eiltlYcxD•REFI:loux110.11ING AND n('EAHOlING STTLLUNGur IYITITDlt. SH) D-OBOFIO N.. SUEIE 100. HANSON. NE 13119). FOR SAFETY PRACTICES PRIOR ID PERFOIRItt VAESE FACTIONS. MESS OTBIRYTSE [AOICAILD. TOP CAORD SHALL IME PPOPERLY ATTACHED STR:CTURAL PANE45. BOTTOM CROID SHALL RLVL A PROPERIT ATTACHEO RIGID CIELINO. ••1MPORIANT•• FUANISI A COPY OF THIS DISID3 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PPCOOCTS. M. $HAL( NOT BE AESPONSISLI FCII ART DEVIATION FROM THIS DESIGN; ANY FAILCAE 10 YHC MOUSSES [Y CONFORIIARCI YITB TPI: DR fABN 1I►IIYO. HAYOIIYO, SHOPPING. INSTALLATION O.l BRAC UG OF VRUSSES. AXIS DESIGN 4C WORKS UNTO APPLICABLE f10T1S(OYS OF :DS (NATIOTAL CESIGN SPIT TFTCATION PONl13P[0 BY THE AMERICAN ICAN FOlE1T AND PAPER ASSOCIATION) AND IP[. AlP[YI CONNECTORS ARE 810( OF FOGA ASIX A6S1 6211 QALY. STEEL. EXCEPT AS NOTED. APPIT COHNICTORS 10 EACH FAC 0.- TRUSS. AID U3LEU OTHLINISE LOCATED ON TXIS DESIGN. POSITION COANEGTORS PER IN ANYRING OTM MAYAPPLIES OMIT i0 /HE OESIG2 CFA1X[6TRV25.OEP/CTI: I.NIAANO SHALL HOTIBE'IM1E0 UPONTHIS QjESS! QQ` yC A� A p09 "c.IC4�5 ENP• 6�9i tk * TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF B C L L 0.0 PSF TOT. L 0 . 36.0 PSF REF R427--67187 DATE 05/14/97 DRW CAUSR427 97134056 CA -ENG PBC/CWC SE 0 N - 105772 D UCE • F%�IC • 1.25 FROM �D SPACING 24.0U 9 3) 0 -WALK IN WOB HOMES - TIS 16' MONO HIP GI TOP CHORD 2x6 FL 42 :T2 2x4 FL #IBBet.: BOT CHORD 2x8 FL SS WEBS 2x4 FL Standard t CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. #1 HIP DESIGNED TO SUPPORT 3-8-12 JACKS WITH NO WEBS TO ONE FACE. OPPOSITE FACE DESIGNED TO SUPPORT 35-0-0 SPANS FRAMING TO THE BOTTOM CHORD. CONVENTIONAL FRAMING 1S NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. LE--2-0-0- 5 6X12`0 SX8(Al)- 5X88 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS d DIHENSIONS) SUSN1TTEO BY TRUSS MFR - 3 Complete Trusses Required NAILING SCHEDULE: (8d_box_naf1s) TOP CHORD: 1 ROM 0 6' o.c. BOT CHORD: 1 ROM 0 2' o.c. WEBS : i ROW 0 4- o.c. REPEAT NAILING AS EACII LAYER IS APPLIED. USE EQUAL SPACING ULIWEER ROWS AND STAGGER HAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B.O. RESEARCH REPORT $2949. 1N LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24- O.C. AND 24- RESPECTIVELY. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72- O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4- 4X410 6X6m 7 T 1- 6-14 7-1 -0.0 OUTM 1 Q mDnv 3-8-12 I 13-2-12 —1 16-11-8 Over 2 Supports 1 R-6516 iJ-3.5" R-6255 W-3.5' to Ika PAF -111-1-1-/F Scalp 375•/Ft. � 0 C] 0 17-1 o �p�E o TRUSSCOHN(CTORL rr-�T 0 lJ Q WARX126' 471N1NATOlIII INSTALLS 11 C424 IS 11) TBRAc1NG)AO►UHl1SHIO BY IIIIS(TRUSSNKi INSrItuIE, tt3 O OBOFHO OR.. SUIT[ 100. IuOISON. NI [3118(. FOR 511FITT PBACT1uS Pa. IDO TO PERFORMING TRESI FOACTEONS. MISS OTHIMSC INDICATED. TOP C%ORD &HAIL HAY[ PROP[ALY ATIACSID STRUCTURAL PANELS. BOTTOR CHORD SEMI. HAY[ A PROPERLY ATTACHCO RIGID CMING. ••1KPORTANTA* FTRYISR A COFY OF THIS DESIGN TO IRE INSTALLATION COMTRACTO.T. 4MME. C1211I00 PBWUCTS. INC. SHALL NOT RI R(SPONSIBTE FOR ANY OLTIATION FROM THIS DESIM ART FAILURE TO SVILD THE TTUSS[S IM CON►OINARCE SITE TPS: 01 FABRICATING. HANDLING, SHLPPIfG. INSTAtLA11OR OR BRACENG OF TRUSSES_ THIS DISJG2 COMM PITH APPLICABLE 7AO11SLCMS OF ROS [NATIONAL D[11611 1PIC[P 1CATl0N POBIISHtO BY lilt ANMICAS FORIST ANO PAPER ASSOCLATIOA) AS) III. ALPINE AR( BADS OF 20GA ASTR ASS3 SR37 GALT. STEEL, IFCCPT AS NOTED. "PST COST(CTORS t0 EACH FAC[ OF TRUSS. ANO UNLESS OTHERTIS( LOCATtO ON TM DESIGN. POSITION COMA MOt1 PC4 OFAIX( TRUSS�DEPICTED HEREISO AND 160AA-) WALLr901EBC•R(Mr, UDOHHIN ANYNOTHERPMAYES ONLY 10 7BC DCS16M �QjiSSI Q 0 yC 4 .0� JA � ti, C43845 5 97 {I * IIA C1�1` OQ. TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF A BC LL 0 . 0 P S F TOT. L D . 36.0 PSF REF 8427--67189 DATE 05j14/97 DRW CAUSR421 91134049 CA -ENG PBC CWC SE ON - 105777 DUR .FAC . 1.25 FROM MD SPACING SEE ABOVE, 19 A 3 N Z M 4 G) H D O W, . (VALDEZ-b(ALK IN-WEBB HOMES - T16 17' TOP'CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-93 TABLE 7.3.3, IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5 X6 (Al) m THIS DXG PREPARED FROM COMPUTER INPUT (LOADS S'DIMENSIdNS) SUBMITTED BY TRUSS NFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). 3X6-0 3X48 IF 1-1-1 A,8-0-0 3X4m 1.5X4 N i 12-6-0 _I_ 3-1-8 _J 15-7-8 Over 2 Supports J R-573 W-3.5' R-552 W-3.5' `�`.y1• �i`T PL1 TYP. Al ine TPI -95 R Design Criteria: UBC 18.11)8 CA - 1 - - F Scale -.3750/ft. O 0 D 0 fl 0 f D O �PIN�I TRUSS 0 0 0 6I CIRG6 R[FESOSSES REOPI&E TOO NtS- (HAIXING Jeiiuui06 ANDA6RACIHGUD►UBLISREO 81 TPIERRRUSSRG AN ►LAII I:S61TUTt. 681 D'OUTIO ON.. SUIT( EO]. MAOISO4. RE 13119). FOR WITT PRACTICES PRIOR r0 ?ERFOUIRG TRIS( FUNCTIONS_ DAMS 41REAVISI I1DICUID. 10) CHILD SHALL HAVE PROPERIT ATTACHED $I LCIORAL PANELS. NOTION 99019 SRAM HAVE A PROPERLY AITACRED RIGID CIELJNG. ••ldPO1TART.. 1URTISR A COPT OF 1431 OESIGN TO INC INSIALLATIGA CORTRACTOR. ALPINE LNOIREERIO PRODUCTS. ENC, ULU NOT 61 IISPONS[BLC FOR AIT DIVLAII01 FROM THIS OES304; ART FAIIORI 10 IUILO TEL TRTSSES IN COIIFOAMALCE WITH T1J: OE FABRICATING. RAAK[Y:. SHIP► u0. INSIALCAT(OK OR BRACING OF 1ROSSIS. TAS OES16N C0NF01BS SIT" AAPLICABLI PROV[SIORS OF NNS (LTIOMI O(SIOA S►(Clr[CATlo1 ►06LISRED BY THE MORICAw FOREST AND ?APIA ASSOCIATION► AND T?3. WINE CCVACTOIS ARE RUE OF TO6A ASTM US3 GAS? "tF. 1a EL. EICEPI Al 110110. APPLY C"RCCIORS TO CAC6 FACE OF III$$. ARD YNLESS OTHERWISE LOCATE* OR 11115 DISEGN. 10511101 CORRECTORS PIRAyI OF T11ENGS 130. 160 411) 160 llOSS O[PICTCO R[Rf AAA* S1:Alt MOTCBI ,RCl lLO UPOTS SIAL ON HIT ANY 031[4 WAYS *HLT TO THE DES16H pfESS Q� O W t w oa �'jiD.�645 {( E�' 63091 it �'�� CIi�L Likk�4� TC LL 16.0 PSF TC DL 15.0 PSF BC DL 5.0 PSF B C L L 0.0 PSF TOT. LD. 36.0 PSF REF 4427--67191 DATE 05/14/97 DRW CAUSR421 97134050 C A -ENG PBC /CWC SEAN 1D�J781 DUR .FAC . 1.25 FROM MD .1 SPACING 24 . 0 u N q 0 ve r (YALDEZ-WALK IN WEBB Hi TOP CHORD 2x6 FL #2 BOT CHORD 20 FL #1 NESS 2x4 FL Standard S - T17 17' COHN CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. NOTE: SC CHECKED FOR 10 PSF AODITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS 11994 UBC). A X6 (Al) e 5X4 - 1.5X4 M THIS DSIG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS XFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: IOP CHORD TO BE BRACED BY PROPERLY ATTACHED PORLINS SPACED @ 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR DE71ER CONTINUOUS LATERAL BRACING SPACED @ 12.00" o.c. MUSE BE PROPERLY ATTACIIED TO THE BOTTOM CHORD. 2X6 (Al) -+.s-O-O 8-670 I 8-6-0 B`rw 0"TY 17-0-0 Over 2 Supports 1.43 U #' ae,414 MDCK R -61Z W-3.5' R-612 W-3.5" �a U PLT TYP. AlDine TPI-9SR Desi n Criteria: UBC 18.lb8 CA - 1 - - - F Scale -.375"/Ft. O O ••N'R8?A;; TROUES RIGUIIE COIREMI CIM IN FABRICATION. HRMING, $KU PIRG. IIsukUNG AN 914CIIG. REFLI TO HID -91 INAROLING IaSTALLING AND HRACIKGI. MIMED RT 1P1 (TRUSS PLATE TC LL 16.0 PSF REF R427--67193 Q O INSTITUTI. Dai OlONOFID DR.. SUITE 100. MADISON, RI W191. FOR U111Y PAICIICCS PRIOR TO INDICATED. TOP CRORO SHALL RIYT PROPERLY ATTACHCO pIESSi Q� TC DL 15.0 PSF DATE 05114/97 >t tFOININR WEST FUNCTIONS. MISS OTHUNISE ME A 11OPSRLV MAIM RIGID Mt FIG. O DRW O SI%CTURIL RANCIS. BOTTOM CHORD SHALL ••ITIPORIAHT-- FOIAISH A COPY OF THIS DESIGN TO TOC IISTAILATI49 CONTRACTOR. ALPINE ENGINEIIED .ayy BC DL 5.0 PSF CAUSR42I 97134051 PRODUCTS. INC. SULC NOT RL AfsPOSSIDIF FO3 ANT OEUATION FROM THIS DISfGN; ANY FAILCAC TU GUILD GNC TROSSIS IN CONF019AICC KITH im DN FAHRICATING. M4HOLING. SNIPPIRO. INSTAtlATION OlHRACIIG '� BC LL 0.0 PSF CA -ENG PBC/CWC OF TRUSSES. THIS DISIGS C0l'FORMS 99TH APPUCWLC PROVISIONS OF M(RAT10►4 DESIGN a pD.C43B45 TOT. LD. 36.0 PSF SEON - 105785 OWT SPICIFILAT991 PURIISHCO BY 111 AP.SRTCAN FOUST AID PAP(t ASSOCIATION) AID TPI. ALPITI LW` CONNECTORS ARE MAUI OF 20SA ASTM A03 CR31 SAI Y. STEIL. ESCIPT AS 90110. APPLY CONRICTODS 10 * -DUR . FAC . 1.26 FROM MD T.4'I EACH FACE Of TRUSS. AID VILCSS OTILIRHISC I4C4TED ON THIS Ot SIGS, HOSITION CORRCCIORS PER CIY1� .TRu�S Q Q r1 0 RA1pTRUSS 6.D IbQU O 109 A -F. At SHAT IIKOTIBE'S UAL D0 ON INTN ANY UTNEAM IV$ ONLY 10 IRE DESIGN �j� 0���? SPACING 24.0" _(VALItEZ-WALK IN Wt BB HOMES - T18 8' GI TOP CHORD 2x6 FL #2 :T2 20 FL #I: BOT CHORD 2x6 FL $2 YEBS 2x4 FL Standard .CooKECTOR PLATES DFSIGH£D FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. RECOMMENDED CONNECTION FOR 17-0-0 COMMON TRUSSES AT 24. O.C. FRAMING TO THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-P7951j-1 FOR.HAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND HIHIMUH HEEL HEIGHT OF SUPPORTING GIRDER.) 5X8- 1.5x4 0 4X4 (A1) - 5x4- X4-10-6 I_ 3-1-10 J -----B-0-0 Over 2 Supports— R-1398 W-3.5' T 2-0-9 B-0.0 R-1296 W-•3.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DiMERSIONS) SUBMITTED BY TRUSS MFR. THIS GIRDER DESIGNED TO CARRY 17-00.00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02.00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE MITI( THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. IN LIEU OF RIGID SHEATI111IG: TOP CHORD To BE BRACER BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 M.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOT70H CHORD. PLT TYP. Alpine i-95 R Design Criteria: UBC 16.1b8 CAI -111-1-1-/F Scale —.375"/Ft. -TP O I� O O •SAACC G. REFER 10 [NEB OL (NAMING C IBS:ALLIMG AMO SIACIRG)- MA ]SHED1 to FABRICAPION. HANDLING. IBYN1►I11(TRUSSVVIAT�i TC LL 16.0 PSF REF R427--67195 Q O INS11TU ti, ISIDa.. SUIIE TCO. MADISON. 11 53119). FOR SAFtIf PRACTECCS RAIOII 10 UNLESS OIHERVISf ICDECATCD. TOP CAOAD SHALL NAVA PROPERLY A.ITACNED pf ESSf Q0. TC DL 15.0 PSF DATE 05/14/97 SO ►[RFORMING THESI FONCTIONS. SBALL HAVE A PROP([LY ATTACHED RIGID CIELING.0 STRUCTCAAL PANELS. BOTTOM CHONG •*IMPORTAH[•• FYRRISH A COPY OF THIS DESIGN: TO THT INSTALLATION CONTRACTOR. ALP15f EVOICEEBIB AyCy 8C DL 5.0 PSF DRW CAUSR421 47134052 E] A T O IROOOCTS. INC. SHALL NOT Rt 1ES144SI1LC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIIURI TO RUILD TSi UUSSES IN COEFORMANCE VEIN IPT: 0R FAGAICATING. HANDLING. SNIPPING. INSTALLATION pl S a �0 6 C LL 0.0 PSF CA -ENG PBC CWC t3L BIAtINi aF iRUSSEI. EMIS DCS18R CORFORMS MI1R APPLICAMLE PAOTIS10NS OF NDS [RATIONAL D(SIG► Ro;c4aa45 L D . 36.0 PSF SON QR - 105789 'tic I"CAM: PON% H[O RY THC ARERICAN FOREST AID RAM ASSOCIATION) AND TPI. ALPINE ypyJ {E CONNECTORS ART plot of (DDA ASIS A651 GR31 GAIT. STEEL. EICUT AS NOTED. APPLY CORNECT4RS to * OUR. FAC. 1.25 FROM MD TRUSS AYINA1tt1 OF I160S"1" 160 A'F; pAREEAGINEEAISC CSTSIAL ED 1ON TRIS THIS EOWING APPLIES 011TC10 TH[TORS fDESIGT y 11 VY „ SEE ABOVE Q O D O. OF TNTTRUSS DEPICTED NERC AMD SMALL NOT DE R[lli0 0P011 In ANY OTHER NAT. 4Q�`� 'r SPACING 3 r A �� m A 3 H A 4 0 Vol VAtDEt-WALK IH k66 HOMES - T19 22' HIP GIRD THIS DYG PREPARED FROM COMPUTER IHPOT (LOADS A O.IHENSION$) SUBMITTED BY TRUSS MFR, TOP CHORD 2x6 FL X12 :T2 2x4 FL $1: 2 Complete Trusses Required BOT CHORD 2x6 FL $1 WEBS 2x4 FL Standard NAILING SCHEDULE: (8(Lbox_net15) TOP CHORD: 1 ROW 0 9' o.c. 3`D BOT CHORD: I ROW 0 10' O.C. CONNECTOR PLATES DESIGNED FOR GREEN LIMBER PER NDS 91 TABLE WEBS c. USEEQUAL SPACING � SPACING BETWEENROWS AND STAGGER NAILS 7.3.3.J, IN EACH ROW TO AY010 SPLITTIIIG. CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE y REQUIREMENTS OF I.C.B.O. RESEARCH REPORT §2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS m NOTE: BC CRECI(ED FOR 10 PSF ADDITIONAL LIVE LOAD ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL A ACCORDANCE WITH TABLE 16-8-SPECIAL LOADS (1994 UBC). PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. go ADDITIONAL LOADING (PER TRUSS MANUFACTURER) IN LIEU OF RIGID SHEATHING: 3 - -- - -TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED BC —from 15 PLF at 0.00 to 15 PLF at 5.00 ® 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2R4 #3 H.F. TC - 600 LB Conc. Load at 8.00 OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. BC - 1297 l6 Conc. Load at S.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4 0o z 06n 3X8= T2 4X6o 0 5 5 Mw _8-0-0 3X4- 1.5X491 3X4® ri�� 5X4 (Al) 5X4= 5X4 (Al) i 8-0-0 I 6-0-0 I 8-0-0 —1C fiTY _ I —22-0.0 Over 2 Supports 1297# R-2255 14-3.5' R-1301 W-3.5' PLT TYP. AlDine TPI-95 R Desi n Criteria: UBC 18.1b8 CA/-/11-/-/-/F Scale -.250/Ft. C] >0 •fi:AC1 G •IfFER TOC 1RtRl1BCRACOILFt IAfT►tlft0 A Dµ8 C1NW P:IB LI ofItPLATE TC LL 16.0 PSF REF R427--67198 0 IHSrITN1E, SNS 01R10F1D OR.. S91TC TDO. NADISON, wI S7IL9). FOR SAFITT PRACTICES PRIOR TO �pffSS1 TC OL 15.0 PSF DATE 05/14/97 pERFOLNIN6 THESE FUNCTIONS. ONLE51 OTHIANLSE INDICA110. TM CHORD SHALE HAVE IARPE'" AIIACRIOQ STRCCTURAL PANILS, OOT10N CHORD VILL ME A FAOPERET ATTACHED RIGID CILLLNG. Q �yC 8C OL 5.0 PSF ORW CAUSR421 91134055 1NPORTAHT• FERNISH A 0071 OF THIS U1S10N TO THE INSTALIATIOR CONTRACTOR. ALPINE ENSINIERCO f VI BU IC0 CIS TAU SSSS CL no,IN CONFFABAICC YITN01 CTP EOtCR n [VIATI.MrROH W19LITH!S OCSI N6. All FAt;URC TO LAC10a OR W 8C LL 0.0 PSF CA-ENG PBC CWC DNACIN4 OF TRUSSES. THIS DESIGN CONFOONS WITH APPLECABtE PROVLSIOSS OF NDS (NETIONAt OCS76R oe >H0„G43815 TOT. LD. 36.0 PSF SEQN - I05796 S21CIFICATJCA PURLISHEO NY THE AM MAR FOREST AND ?Atli ASSOCIA11011 AND TPI. ALPINE X 91 j1 TRUSSCONNECTOOS ARI MAOI OF MA ASTR A663 ERSJ SAM SIECt. ErutE A$ 40110. Atpu C01Ru10" To * t* DUR . FAC . 1.25 FROM HD V IJ CICH FACE OF TRUSS. AND UNLESS OEHEMIC LOCATED ON TNI5 04516X, "5111011 CONNECTORS PE0. A A FI----�I OAAN INS$ 170. ILO AND 160 A•F. AN (ROIZIER•S SEAL ON THIS ORAVINO AIPLECS ONLY 70 THC pES16N 4Iy`` Q��� SPACING 24. 0•* 0 J J Q OF TRS TRUSS OEPICYED RERI A10 SHAH NOF HC NEUED UPON 1% All OTHER VAT' '� f (VALDEZ-WALK IN 4)EBB HOMES - T20 22' HIP TOP CHORD 2x6 FL $2 :T2 2x4 FL #1: BOT CHORD 2x4 FL 61 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER MUS -91 THOLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 0 HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 6X80 Mm T2 6X8 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 11 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B.O. RESEARCH REPORT #2949. USE 111115 DESIGN FOR COMMON HIP TRUSSES® 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AMU JACKS TO HIP RAFTER. SUPPORT EXTERSIONS EVERY 3.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 20 HEN -FIR #3 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d NAILS 8 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR Hi8-91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 04-02.15 FT. oc.. IN LIEU OF RIGID SHEATHING: TOP CHORD AND FLAT TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24" D.C. AND 24" RESPECTIVELY, 10 ADOITIOR, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72" D.C. MUST BE PROPERLY 6TTACHEO TO THE BO1T044 CHORD. 5 .�_ri 4X4- HS2512- 4X4- III 6X8(A2) ® 1.5X43 6X8 (A2) - W -o -off 8 0-0 I 6-0-0 1 8-0-0 _I 22-0-0 Over 2 Supports J I R-1910 W-3.5" R-1910 W-3.5' R3-720# R3-720# -r2-0 -O-O SU it W X x 'PROVED .111.1 -1 -IF SralP—_254/Ft. rE.t 1zr. AI IIAC ug ll 741 Lo �., .. a �v .. - --- -- CjLAc IN ABMAURD)PUDL13►E0am a alFOTTPEfR(TRUSS �AMe ,RRNICEIC.G-N[FLR TC LL 16.0 PSF REF 4427--67 200 p O O 10 tl18`BIIR(tlARD IG 1 fT l 1NGHD CISTCFUTE. 662 /'OHOF10 0.1., SDI IL 100. RAMOS. NI 62710). FOR. SAFETY P14CTICCS PRIOR TO p4ESS I Q� TC DL 15.0 PSF DATE 05/14/97 Q O /IEFOAMING THESE FUACTIONS. UILESN OTHERWISE TAOICATEO. IOP CHORD 394L1 BAIE PROPERLY ATTACHED SIRUCTURAt PAREIS. BOTION CHO1D SHAH 04VI A PROPEALI AITACACD 43GIC CEELIY:. �C 8C DL 5.0 PSF DRW CAUSR427 91134053 CD O -.6MPCLTANT-- FIRVESH A COPY OF TOM DESIGI 10 THE IASTALLA1109 CORIFUCSOL. "I'll' ENO1Rt'"O FkIAUCTS. IAC. SHALt NOT BE LENOHSIRLE FCO ANY ;DnIAF102 FROM THIS OISl01: ARE FAILLLC TO ,p y 4� �(.' L L 0.0 PSF CA -ENG PBC CW C Tt-� 0 T"TS QVl_��T 4U[l0 TPI TRUSSES IN CORFORMANCt WITH TPI: OL FARLICETEEO. HAHD11N0. SSIPPIRG. WSTAILAT10N OR BRACIRG OF 1tOSSES. THIS DESIGN COMM VITO /PPLICABLC PROFIStON1 OF RDS (NATIOEAL DESIGA A � ND,C43B�5 TOT . L D . 36.0 PSF SEAN - 105802 SPECTFTCAilo1 PUBLESIIED BY THE AHCRICAR FOIEST ASA RAM ASSOCIATION) ARD TPI. ALPIRE COANECEOIS ARC NADI OF TOGA AS N A663 4431 RAI Y. STEEL. ESCIPT AS AaTEO. APPLY COIUIICTOS TO 6p91 {t �' -DUR.FAC. 1.25 FROM MD [LCB FACE OF EMS. ARO UASESS OTHERWISE LOCATED ON IRIS OISIUY. P0311101 COARECTORS PER r'lY1` . DRAWINGS 439, ISO AAD 160 4•F. AA ERGIRILR'I IIAL OA 1115 GRAYING APPIIES 01 LY TO INE DE516'N aPr 0��\ SPACING SEE ABOVE LJ © � OF THE TRV SS OEPECTED MER( AND SHALL Y07 RC NTLI EO VPD► IA AAY OTHER NAT. (n 0 T (VALDEZ-WALK IN WEBB HOMES - T21 22-C TOP CHORD 2x6 FL 02 801 CHORD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. HDTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). 1.5X4## 5 3X6 (Al) a SX4@ 3X4® 3X4- THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES BUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID 51IEATHIHG: TOP CHORD TO BE GRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. 1N ADDITION, A RIGID CEILING OR 2X4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00• o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4m 1.5X4# 3X6 (AI) - t<2.0-O.J l 11-0-0 I_ 11-0-0 _1 22-0-0 Over 2 Supports R-924 M-3.5' R-924 w-3.5' Ir- 0 "N' T� P PLT TYP. AlDine TP1-95 R Design Criteria: UBC 18.1b6 CA/ -/11-1-1-/F Scale -.25'/Ft. 0N�= = •BRAC NG O'RCFIR 70EVID;OIIuJUNDLIING uo GRACING]. vliiiSKEED BY TPil�iT4955RPIATI TC LL 16.0 PSF REF R427--67202 r IRSTuluec INS11T01I. 163 VOIDS 10 OR.. SUITE 100. HADISOM. 01 63,19►. FOR 16ETT IRACTICIS IRIOR 10 ap1ESS TC DL 15.0 PSF DATE 05/24/97 PEtfO1M1tG TNESE FUNCTIONS. UNLISS OTBIRNISE INDICATED. IOP CHOOD SNALI HAVE PIOPLRLY AIIACTID PAICES. GOTTOII CHORD SNAIL RATI A IROPIILY AT WHEO 11610 CILLSNG. Q O STIOCTUTAL "IMPORTANT-' FOIMISH A COPY Of THES DESIGN TO THE IASTAILAII04 COAIRACTOR. ALPINE INGTA(EREO A y BC, DL 5.0 PSF DRw CAUSR421 97134054 PRODOCTS. E►C. SNAIL DOT DI R[SPORSIBEC FOR ANY OCIIATIOR IRON THIS DESIGN: ANY YAEIURE 10 \ (� BC LL U D P SF CA -ERG PBC CWC o E o �Z�T�RUSS� ODILD THE IAUSSES {1 tONFC9MAICE MITtl TPI: OR FAGAICATIAO. MARDIIRO. SHIPPING. INSIALLATIOT OR ye . RRACJIG OF IRUSS($. INIS OE SIDE CONFORMS WIN APPEICAHIt PROVIS301S OF NOS (NAIIAM DESIGN : C43B45 T07. L D 36.0 PSF S EO N - 105809 SPECIFICATION PUBLIS1f0 BY THE ARItfCAN FOREST ARD PAPER ASSOCIATION] AND TPI. ALPINE 6A9� . COtNCCTORS ARC NADI OF 2OGA ATIN ASS3 GRXT GAL1. STEEL. EXCEPT AS VOTED. APPLY C00ECIOR3 TO * �` DUR 1.25 FROM MD UtR FACE OF TAUSS. AID 111EII DILfRMIS( LOCATCO 01 THIS 015161. POSIIIOR COMCCIORS PI! Al IRISONLY TO THE DESIGN p��77 �. ��j� CIl",t .FAC . /� Q LJF YTS ANYOTHER AFATe1•TRRST,OFP[CTED NCRIAAfO 39lLlTNOT Bt•R[11C0 VCO SPACING 24.0" 3) ru f-1 F to n q 0 Q N This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. 11 CAUTION: A CAUTION identifies safe operating Apractices or indicates unsafe conditions that could �t HIB -91 Summbry Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installerlbuilder, building contractorlicensed contractor. erector or erection contractor to properlvreceive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and proper 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 to 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., Arvherefailure to follow instructions or heed warn - I ng wal most likely result in serious pelsonai njury or death or damage to structures. WARNING: A WARNING describes a condition* where Failure to follow instructions could result Ili severe personal injury or damage to structures. 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.guidefcrthe 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 Plste Institite, Inc. All rights reserved. This document or any part thereof must not :)e reoroduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x:4 grade marked lumber. All connections should oe made with minimum of 2-16d nails. All tresses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. E` iTRUSS`STORAGE ", •!�. unloaded on rough terrain or un - damage to the truss. ii even surfaces which could cause CAUTION: Trusses stored horizontally should be I A& supported on blocking to prevent excessive lateral bending and lessen moisture gain. CAUTION: Trusses stored vertically should be.- braced ebraced to prevent toppling or tipping. ®WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- prmparlybraced. Donotbreakbandsuntil bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. ®WARNING: ° Do not lift bundled trusses by the bands. Do not use damaged trusses. o A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine o• HF - h'em=Fir SPF - Spruce -Pine -Fir ryo' 0 ry0'O eC 4b Diagonal brace also required on end verticals. NIF Toa chords that are laterally braced can buckle 4kr togetheraad cause collapse ifthere is no diago- naibracing. Diagonal bracing should be nailedto the underside of the top chord when purlinsare attached to the topside of the top chord. PLUMB 1 t 1 Truss 1 D ih I 12 �3or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES 12" 1/4" 1' 24" 12" 2' 36" TOP CHORD 3' 48" TOP , CHORU DIAGONAL;BRACE 60" MIN:.. IMUM LATERAL BRACE SPACING (DBS) ,SPaN PITCH SPACING(LB� [# trusses] 7' 96" 1 .. `: t SP/DF;:: U , to 24' 3/12 8' 17 12 Ov3r 24'- 42' 1 3/12 1 7' 10 6 OveF 42' - 54' 3/12 1 6' 6 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine o• HF - h'em=Fir SPF - Spruce -Pine -Fir ryo' 0 ry0'O eC 4b Diagonal brace also required on end verticals. NIF Toa chords that are laterally braced can buckle 4kr togetheraad cause collapse ifthere is no diago- naibracing. Diagonal bracing should be nailedto the underside of the top chord when purlinsare attached to the topside of the top chord. PLUMB 1 t 1 Truss 1 D ih I 12 �3or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES 12" 1/4" 1' 24" 12" 2' 36" 3/4" 3' 48" V. 4' 60" 1-1/4" 5' 72" 1 1-1/2" 6' 84" 1-3/4" 7' 96" 1 2" 8' 108" 1 2" 9' _ eF• I D(in) 1 I Lesser of D/50 or 2" Maxim.im Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW Length L(in) Lesser of ±'/` U200 or 2" L(in) �� L(in) .................................... Lesser of U200 or 2" L(ln) .U200 L(ft) 50" 14" 4.2' 100" 1L2" 8.3' 150" 3/4" 1 12.5' L(in) U200 ; L(ft) ;; 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' 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 `V L The end diagonal brace for ca itilevered trusses must be placed on vertical wets n line with the support. li 72i'VNIPARAMEL-1111 Continuous CHORD TOP CHORD . Lateral Braci TOP CHORD DIAGONAL BRACE: MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(LBs) #trusses ..:.., nal bracing. Diagonal bracing should be nailed PTY.. , Up to 32' 30" a' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60'1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir `V L The end diagonal brace for ca itilevered trusses must be placed on vertical wets n line with the support. li 72i'VNIPARAMEL-1111 Continuous CHORD Top chord ...TRUS i .. a . Lateral Braci 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 top chord. Attachmer Required fOTr 20•(Ogs1 19�ePF�HF� 2' o•c. �ee5 All lateral .y'L Ott braces lapped at least two t trusses. =45° End diagonals are-essgntial for stability and must be duplicate on both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chorda that are laterally braced can buckle togetherand cause ollapse if there isno diago- nal bracing. DiagonaIbracing should benailed to the underside of tae top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are essential for stability and must be duplicates both ends of the truss system. X45° Frame 5 30° or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required 3t/2a Trusses must have Itl n- ber oriented in the liori- zontal direction to use this brace spacing. R WARNING: Do nct attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. Tag Line 7 60° or less rte' r y Approximately Approximately 1/2 t cuss length :z truss length Truss span`.. than 30'. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with 4 the lifting device unti6 the ends of the truss are securely fastened and tempo- rary bracina is installed. Tag Line Spreader Bar / Toe In Approodmately l_.toi/striss erath Less than or equal to 60' Tag Line Spreader Bar Toe In To�In Approyimately 'n to V3 truss fen th Tag Less tian or equaro to 60' Line Tag Line At or above mid -height Tag Line CAUTICN: —emporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing 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 is possible. GROUND BRACING�BUILDING INTERIOR GROUND BR�►CING BUILDING EXTERIORV 1"truss of group oftn Frame 2 Typical horizontal tic member with multiple stakes (HT) truss of bracec oup of trusses (ES) O 0 4SS Os/ S,p�N1, Top chords thalare lateW l► gia.;ed can buckle togetherand cauee Collapse r/h t -re is no diago- nal bracing. Disq-3ral b=Ing siould be nailed to the undersidest the t}a berJwhen purlins are attached to The topside cMe top chord. Over 32'- 48' 1 4/12 1 6' 1 10 1 7 Over 48'-60' 1 4/12 1 5' 1 6 1 4 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 L Attachment Required I -1 o<�egg 'I 32 I I � AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2:5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60 3.4 5' 5 3 Over 60' Sae a registered professional engineer DF - Douglas Fa -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous lop C'twd Lateral Brace — All lateral braces Required 5� —� lapped at least 2 trusses. 10' or Grater Attachment Required I O ?q. \Or des s / 45° Frame 3 12 51— 14 y �Q ble�\ Irl, Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. a 'Po. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L1y _A5 All Ilateral braces lapped at IeaEl .2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing re,peatec at each end of the building and at 20' Intervals.