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055-350-036
055-350-036 PERMIT#98-0293 KETTLE, Chris Slope Oaks/Prospect, Paradise Ele Ser for Well`s//�/yy 055-350-036 #98-0374 KETTLE, CHRIS 16 SLOPE OAKS PffADISE, CA { i 055-350-036 n 99-2623 KETTLE, CHRIS 7I !l'k 1 16 SLOPE OAKS, PARADISE CONTR: BROOKS POOL%' ,Lcj , �,U NEW POOL 055-350-036 02-003@ KETTLE, CHRIS 16 SLOPE OAKS CT, PAR POOL HOUSE W/STORAGE t 055-350-036 ' 5 LAND DEVELOPMENT SHEET -fix 3 gds S F NOTES RESIDENTIAL `- 055-350-03GTMT'"�" 99-2623 - PERMIT NO.' KETTLE, CHRIS iG SLOPE OAKS; PARADISE CONTR: BROOKS POOL NEW POOL s 11 SPECIAL CONDITIONS -11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. . SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature /= OK 0 = Not 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"ft./ 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, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmq.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 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 Set s -Easements Soils; C paction-Structure Stability ool Structure; Steel -Connections -Thickness Dead en -Lining 4 ec.; Receptacles and Lighting, Distance-GFI C ec.- Pool Lighting; 15 Volts-GFI rec.; Enclosures; Conduit Entries -Terminals -Listed Z_1511ec.; Bonding; Metal w/5' -Circulating Equip. -Heater Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Box s-Enclosures-Panelboards-Ins. to Main in Conduit eal artment Approval lumb.; Cir. Test -Water Supply Test Light Niche Date Card B-1 Date Card B-1 Date T Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready R (; RESIDENTIAL Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Boxes & No. of Conductors Stapled 75. 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 77. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 79. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 80. 31. Service -Riser Conductors & Ground Main Disconnect 81. 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation Ventilation Throughout House 37. Condensate Drain & Overflow, Size & Grade Glass Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration- Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. , Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 1 Clearance Looked under Floor 1:1 Yes 82. Following Instld./Drive ] Yes 0 No/Walks :1 Yes :1 No/Planters ❑ Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing { 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -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: 777 Co L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2623 Expiration Date: 12-9-00 A.P.# 055-350-036 CHRIS KE,TTLF., 16 $LOPE OAKS PARADISE With reference to the above subject, our records m nate t at your b ding pernut expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records. are in error or should you have any questions concerning this matter, please contact the CHIC0 office. Thank you for your prompt attention concerning this matter. YgVrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 i - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMITq— A C ASSESSOR PARCEL NUMBER 055-350-036 ZD"'� BUILDING PERMIT OWNER KETTLE, CHRIS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 16 SLOPE OAKS, PARADISE CONTRACTORS NAME BROOKS POOLS TELEONE 894 -3870 CONTRACTORS MAILING ADDRESS 663 — B HIGHWAY 99, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 21,000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 916-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 SLOPE OAKS, PARADISE Energy Plan Checking Fee $ T BE MASTERED $ 23.00 PERMIT FEE S 399.40 LOT NO. SUBDN610N5 NAME J PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF)p Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL TO BE MASTERED: PROVIDE X4 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S35.00 — ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2..AORESS 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.P License Class L'S 3 Lic. No. 7yff ydG OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 415.00so CCU000A NEW CONST. DWELLING OCCUP. DWE200ALLING OR ADDNS. ( & ACC. BUDS. SO 3.5aFT_ NON -NEW gESID. QIBCUITS MULTI -OUTLET @7.50 OWER APPARATUS BSINOLE OUTLET CIR. EX. Occup. OUTLEr OR FDRURES BAL @'.50 Ex. Occup. O.s REU"S D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL 230, 030.00 PERMIT FEE S 50.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) 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 forthwi comply with those provisions. f p9 � Date _ X d � le x-���/ / Sig ture of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee Is occ CONST. TYPE TO AL FEE $ 4 4 4 4 4 HA2. D. FEES IM FLOOD r„ COF P EL PD ISV This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have By fe�Z PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. © QI Date 7 / -0 DV De Receipt No. 280290/$484.40 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538- 7541 PERMIT NO. (Rev. 12/96)1 APPLICATION AND PERMIT 1/�-�� ASSESSOR PARCEL NUMB _ 350-0 _. �, ZONING BUILDING PERMIT OWNER—�– T�JE(yL,E..�P.HONE R SO. FT. 1 OCC. BUILDING VALUATION _ _ - - ---I .— OWNERS MAID ADO7 /� /y�J/� • �(J�q `ti CONTRACTOR'S NAME ---FIELEPHONE��� CONTRACTORS MAILING AD OftES3 5�� GL CJ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuatlon ARCHITECT OR. ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $,910-00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS /� p Energy Plan Checking Fee $ PERMIT FEE t r 416 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFX Duplex r-3Mobilehome X Other ?&3k SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 , 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: 'PN-,Z�Ie .. ,��� �!,��p�", h''� Cil.Ctz.(J�CSZ/ ��/ rr✓�SOtX�x� Other ❑ Q f,C—.6 Y, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 OR LEss 23.00 Main Service 22ow v\J Yl V aMobile r ' ! Main Service 2ooA To t000A 46.00 NEW CONST. DWE111N0 UP. . OCC�.SQso. OR ADDNS. ( 8 ACC. BLDS. FT. NEW CONS . "LT,OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOCTURES BAL .50 'IS Ex. Occup. OLmFis L.16.OEEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3 .ap PERMIT FEE S 156.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PE IT FEt $ Home Installatlo Fee $ Energy Inspection Fee I $ DCC I CONST." TOTAL FEE $ g4 qb I. I D. FEES I IMP I FLOOD 1 COF I PARCEL p0 I HD ( ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON D�rol ")rj , -(- ., r�.��yivY",�,,,1."r.�..�,•,f'^•- +iy y+r,,., !`�:� °�h+�''��'�"'"t "wi-�''�r---la.�k, i'''W+iR.')r.:�✓'`J'F�+1;.�'..-�'r�:'q+,$ -.ti IN COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �r PE"IT"PLICA TION DATA SHEET OWNER: ( s . ':'"� ASSESSOR PARCEL NUMBER: O3 G Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- Flot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ /Complete plans, 3/4 sets, si ed by the preparer of plans.---llvto----------------------------------- ;g Co 22£ c o 440:w Enered plans,T3/4 sets, iih 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. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------- 1112. ------ ❑12. California Department of Forestry plan approval/fees------------- A3. Flood elevation certificate. --------------------------------------------. 4. Sanitation and plot plan approval Health Department. Ell 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: ❑ 18. Contact Land Development about 11 Improvements, El Drainage, 11 Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building Inspector on 1321. Contractor's license information. (Number, Name Style, Classification). ------------------------- ---- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- ----------- 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 13) - ------------------------------- E124. _____________________________❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - ____--__. ❑ 3 0. Other: (Date) KI When you issue the permit, process -as follows C1 Mail to owner, ❑ ail' tp contractor. X1Telephone FCS 3 �-40 and hold for pickup at �V WNJ 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: ❑ 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, w advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold mFPlan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAI -11 ('—w - rin..n.f... 4 -,r TI,, -1--.- a---=--- ^- A• .. . . TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Y04 Floor Plan Attached Sant to B.O. �I %-/ f- / .31-1 /�—- ` `''-/, -1 Ka lam I s/o»e Oaks ogj--3s-o -o3G Owner Location AP# Plan Approved for: Sewage Disposal -�X Water Supp!, Public Private Well Clearance for dwe44ng. Oth ��� int r�f,��'nra,• Hold final for: Final clearance O.K. for: NOTE: / I - l8 -79 Environmental Health Specialist Date 8/96 P v' . r .„ i . ,el 4 ;y . } S T R U C T U R A L C A L C U L A T I O N S F 0 R POOL HOUSE & STORAGE CHRIS & STACEY KETTLE RESIDENCE 16 SLOPE OAKS COURT PARADISE, CA 95969 KETTLE CONSTRUCTION 16 SLOPE OAKS COURT PARADISE, CA 95969 DZ-oo38 5131.1 COUNTI FLT ENGINEERING BUILDING DF -N' 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 APPROV6D 3l��oz Phi CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: BY: DATE: Z%2 SHEET No. / OF Z CHECKED BY: DATE: JOB No. yZOZp SUBJECT: )' r 7/-t — S'Loltz:-c- tiff`=s e T, '5f 0'� -� P _07W Cf -4 ' R C E 32434 Reg. Expires 12 - 31 - 2004 7 v�C /Coote G-L Q�pf ESS/pN� cl, �e o 2 W '-ALO. 32 m r civic. .Q 9lFOF CA1.�F�� F Llr EHOOHEMSIG OcTRUC T M AL Q%LCULAMCHO CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 BY. DATE: � �Z SHEET No. OF � Z 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. k 2.3316 rl ` • 1/ - C't_ t�r>,� old'x 7 z 22� i 22 t. 2,F e 7= �� _ �tP� � - , 6 7 x Z, 3�)/�7r1``= /•09 `C— ��,yZ /�-2x 32 �� r• :P e-1 o,c, 2, 3 3/ ��lZ� ro T P l s T =. Dr7�3e7Zx2G 7,-.0y3z 2, 33/ ZZ = , /DG "/( — ;Z612, Ar �/ k 2.3316 rl ` • 1/ - C't_ t�r>,� old'x 7 z 22� i 22 t. 2,F e 7= �� _ �tP� � - , 6 7 x Z, 3�)/�7r1``= /•09 `C— ��,yZ /�-2x 32 �� r• :P e-1 o,c, 2, 3 3/ ��lZ� ro T P l s GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES M ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 11. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 12. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBG MAY BE USED. 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 15. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2000 PSI MIN. IN 28 DAYS. 16. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 17. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 18. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS A. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ I I GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 5'- 0" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE (KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "1, 2 & 3" BELOW. NOTES: 1. CONTINUE WALL SHEATHING OR SIDING DOWN TO SILL OR FOUNDATION PLATE. 2. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. 3. USE ONE SIZE GREATER SSTB WITH CONCRETE FOUNDATION PLACED IN TWO POURS. NOTES RESIDE6NTIAL. 055-350-036 02-0038 x P RMIT Nt`KETTLE,.CHRIS 16 SLOPE OAKS CT, PARADISE POOL HOUSE W/STORAGE SPECIAL CONDITIONS / CHECKED / BY ���/// SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS � SUB -STANDARD HOUSING LETTER V\ok� -ri;Xaj -rOY Gs�IP OFFICE COPY Address l i GAS Meter By, Det' i f l Date 5 1 p f SPECIAL CONDITIONS / CHECKED / BY ���/// SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS � SUB -STANDARD HOUSING LETTER V\ok� -ri;Xaj -rOY Gs�IP OFFICE COPY Address GAS Meter By, Det' ELECT I Meter- By Date 5 JOB FINALED (Date) Signature A J = OK 0 = Not OK - = Ndt Applicable MOBILE HOMES = Not,Ready Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Reauirements-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"ft./ /'LPG 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector - 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS -Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.: Posts-Beams-Rftrs.-Connectors Date Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable RESIDENTIAL (: Not Ready Date Underfloor (Plans) OK except #'s 1. 1Zoning-Setbacks-Ease me nts- Flood -Slope �p- . tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel ixt -& Transformer Clearance -Ins. Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Rgpwi Installed Close to Edge of Studs & C.J. 11. Water Pipe; Test -Anchors -Regulator -Service Test 28. 12. Electric Underground ubieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 13. Plenums & Ducts; Clearance -Material -Support -Ins. 3 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies quip. Clearances Panels-Motors-Mech. Equip. 15. Access & Ventilation _j.L-Lasulation Date yu/ey- Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 35. Card B-1 Date Card B-1 Date Vent Fan, Exhaust above insulation PLUMBING (Permit) OK except #'s Condensate Drain & Overflow, Size & Grade 17. Water Htr.; Vent -Access -Combustion Air Baffle 39. 1 ripe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access 21. TeAPTG�& Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE CAL (Permit) OK except #'s ixt -& Transformer Clearance -Ins. Protection Ele . Receptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors Stapled N. Rgpwi Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appjiance Circuits in Kitchen & Conductor Size GFI ubieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or At Ins ted Neutral ❑ Yes ❑ No 3 e vice -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. es 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 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 Date Card B-1 Date Card B-1 Date- Card B-1 Date Card B-1 Date -FRAMING (Permit) OK except #'s at. S' roper Materials & Anchors W Studs -Nailing Spacing & Braces -Plates -Sound ring Valls over Girders & Floor Nailing D Stop in Walls (rat proof) Fi tops, Furred Ceilings -Stairs -Chasers -Tubs 4a�-Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46._Ha -Post Caps-Anchors-Cornectors Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. ce Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles .,9Z,-Bdrm-Windows or Exiting Doors -Sill Ht. & Dimensions ire Protection Framing Prop$Ay Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers i mg -Nailing Veneer yl_<U_Cco Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic 42-6trnr Walls; Nailing -Bolts 60. QzaCTInterior/Exterior Wall Panels Walls -Windows Date �-11X.416J-- Card Date Card B-1 Date/' Card B-1 - Date Card B-1 Date NAL (Plans) OK except #'s xt teps-Door & Sidelight Protection -Landings Sm Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection Exiting G.Fj_&$ath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels `Rails FireplAce or Stove, Clearance -Hearth e. Outlets at Wood Panel, Int. & Ext. .i2- ixt & Appliance; Ground -Air Gap -Cooking Clearance -737-le�utlets & Receptacles at Kit. Counter _#4-emrage-Fire Door; Swing -Landing -Closure Duct n Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location ceptacles in Garage (F.FI )-Romer. Protection fi nsulation-Foam-Looked in Attic -60--Guard Rails & Deck Construction -Post Caps Ba!Pdr1-VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Followin . rive Y No/Walks J Yes :1 NQ/Planters Yes J No !ycco Brakr i is A.C. V.nit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 06--mD7 beTroisconnect, Electrical, Plumbing Elec. Trim, G.F.I. Rec m Throughout House 90✓Cor ions from Previous Inspections as t- eters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval rlgr�y Compliance Certificate -Other Certificates Address Posted Date Card 13-1 Date Card B-1 Date Card B- Date Card B-1 Date Card 6-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: � � � ,.ENVIR. HEALTH, CHICO DATE: 1,7-03 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: DSS -3 v -03 ADDRESS/LOCATION Comments: GL/memos/releasehold sem COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.,12/96) APPLICATION AND PERMIT 02-0038 ASSESSOR PARCEL NUMBER 17159-190-016 ZONING BUILDING PERMIT OWNER CHRIS KRTTT-F TELEPHONE 877-0849 SO. FT. OCC. BUILDING VALUATION 572 R-3 30 888.00 . OWNER'S MAILING ADDRESS 16 SI -OPE OAKq CT, PARADISE 95969 474 COV 6 162.00 courRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 37 050.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 336.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ST 012R GAKS CT, PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 598.23 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 31 7.00 21.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C Describe Workp00L HOUSE W/STORAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ i 01.00 ELECTRICAL PERMIT Filing Fee 20.00 a00VOR UES Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: VC 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 46.00 Main Service TO1ING NEW CONST. OWETEL OcCcuCUpso so. OR ADONS. ( a Acc. Bws. 3.50Fr. 20.02 NON.gaIpT MULTI -R H OUTLETI. @7.50 APPARATUS 8 SINGLE OUTLEr CIR. OUTLET OR FOCTURES aA0 @ I. Ex. Occu L 50 .00 FIXE Ex. Occup.OUTLETS REFS D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 40.02 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wi , thos ovisions. X _ Date 1-7 -O z - Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ver 60" deep and demolition or constructionAE?C�& of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE M T AL FEE $ 20X5 HAZ. c0 PAR PD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Da a (/ z PERMIT EXPIRES ON - / Date Receipt No. 336970 281.83 . 9. WHITE-D.D.S.-B.D. CANARY-ASSESSOPINK-INSPE OR GOLDENROD -APPLICANT !.IA 1'. I m V v i �3"6' ti ` E.H. USE ONLY �_y v Plot Pion Attached Floor Plen Atte h Sent to 8.0. 14 TO: Buildi epartment FROM: vironmental Health SUBJE Sanitation Clearance �o_r-�,s Owner Location AP# Plan Approved for: Sewage Disposal% Water Supply: Public Private Well Clearance for dwelling. Other QcDn Q. vs �,,�4���FL/ AO 6 ",no Hold final for: Fina ranee O.K. for: NOTE: C Envir mental Health Specialist 8/96 Eon Date i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CAW 5965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I� �� �`' ASSESSOR PARCEL NUMBER OsSS 75- 0- 03 fb Proposed Building Use: Oa Oy-S Counter Technician: l - Date: ` , 7 o L Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1�1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. kM2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. \A 4. Engineered truss details and layouts in duplicate. No faxes! 19\5. Energy compliance design and supportig,documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dow or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. I Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... \GAI1. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... 00, "+ ❑ 13. Other �`•..� Remaining items needed to issue the permit. (May require additio al plan review upon receipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet... . ....... 5. Statement of Intent for Non -heated and A/C Buildings................................./�....... Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit.......................................................... 18. California Department of Forestry plan approval ❑ paid. Sent by:� �.:..'.......... ❑ 19. Planning approval for (A) Use: Q<(B)Parking: (C) Parcel Check, ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ................................ ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I (� I have been informed of the above items and requirements for obtaining a building permit. C%ii 'C___ C��t�< Date: Applicant: A N 1. Index permit application for the above items numbered:Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by SKphone, ❑ mail, 0 counter, by MC, Date., 1. 9-6-07 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: M Q, _Date: i� , 5 ' Plans approved by: (Z, Date: • OZ Structural reviewed by: Date:02 Structural approved by: Date: O L Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. �� Il A.P. #0�_ -350-V-7 G PROPOSED BUILDING USE ►" `� I L I `" S DATE I( 02 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES o --Balance Due ........................................................ $ 3t --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES , (2" `- 112- 1 �� (paid at District Office) cP In � fU(en yy1j( Led {o OUAe f 3=1q-02- l.dv 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. YIERMALITO DRAINAGE DISTRICT FEES $510.00 uilding Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WA ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 38LIO ��. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE _1 -0-7 -- G 7__ Pursuantto Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District /�% % ,P('7 /L /,' 'r" . Building Department No. A.P. Number '�w�)-i Jurisdiction: City County Property Owner f h / I 1�� I C. Property Location/Address l/,n �'l Subdivision f Lot No. Residential Development No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # .................................................................................................................. '(No foundation inspection) Commercial/Industrial , 0 New Addition Building (rioor rians reviewea ov acnooi uistnct rersonnel i, . lac�gt�r�� Sq. FootageSCjJ- (Group R) Sq. Footage (Including Exterior Roofed Areas) -64 D e � Distr ct Identification NoYAW,&— Z -6) , �, .� �� /,;� School District certifies that � I/ (Applicant) 3z-x-16D� 6V _ (Street Address) v (Phone Number) (State) has complied with the requirements of Resolution No. representing 6- -? Z square feet. A i—oz, -It-L /U � School District Representative v Paid by Check # Remarks: (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ HA Date 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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Applicant: Owner: PROJECT PROCESSING RECORD K L+H �L Permit #: 0'7--003'9 Work Description: Date (-A9.0 2- (' 6. oz Description of Step �� % jRX A.P. # 19r" !A 1' A /vv L O A t ���-� -,;2 � �. 4 �%J T T " ' 0 RESIDENTIAL PLAN .:��y-w REVIEW GUIDE c -'.`�- c SINGLE FAMILY, DUPLEXAND n_ .•l MISCELLANEOUS ONLY Owner Building Permit Number: V�� 09 5 6 Plans Examiner.- Vf rrtha Christy A. P. Number: GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLA`: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ . Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal A+ d Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feeL The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When %vindo,%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). . a Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in'this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 foot in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S GFCI in baths, garage, kitchen. wet bar, and exterior receptacles (NEC 210). 9 water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening iw a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom. Orin a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). I I Garage firevyall separation - required on garage side including supporting walls and posts (Uniform 8 Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. 13 Wood stove location - Alcove — UN1C section 205 confined space & 223 unconfined space & 304.2). 14 Smok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. 8 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced %%211 panels shall start at not more than 8 feet from each end of a braced wall lute. Braced % panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing sball not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply With the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of planMepictmg the desr ed elements and cover of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. Elevations and Wall construction details complete enough to construct building. Roof construction details complete enough to construct building. hof�-L r- a s p� -5 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). �.1!r Typical header size(s). Stud heights. r e High expansive soil - special foundation design required.0(0 .�Ch 14. Retaining walls requiring design. 15. Goisum wallboard nailing inspection required. cj; ve fully ✓ 16. If the area below the lowest floor is fuenclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed N%ith the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on e>.terior Walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement_ Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other ser\•ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANTEOUS ITEMS: 1. Staimay details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 2. - Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Erlerior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Tut exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elex•ation certificate. 3. ❑ Fire Sprinld-ers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. 0 PzP-e -- -)f -' 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STA*MENT OF USE - DETACHED A SSORY BUILDING VU PN: ONE: BUILDING PMT. 0 OSS - 35b--03(0 rr-1b Q2-00-3,� OWNER: (711121S , 1Ze /C PHONE: _ 77 MAIL ADDRESS: 4.4-1,-S 67' Zd44a,6t---CA SITE ADDRESS: �,''l C PROPOSED USE: &- w� t= PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION 0) GENERAL INFORMATION: 1. Is there a primary on the property? 2. Is the structur already bui rider construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: • , ` ` ` 10. Is the structure foundation within T of septic tank or 10' of leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify wdsting access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: Yes: C No: Yes: _� No: Yes: No: c Yes: No: 1C Yes: No: O Yes: No: Vj Yes: No: Yes: No: k� Yes: No: X 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building b heats _ r cooled? Yes: No: 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: i0 No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have?i 20. What type of wall covering will the building have? Yes: No: >C Yes: No: Yes: No: Yes: No: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building b heats _ r cooled? Yes: No: 16. Will this building have a water closet/toilet? Yes: No: 17. Will this building have a sink? Yes: i0 No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have?i 20. What type of wall covering will the building have? ADDITIONAL INFORMATION: t - `- I hearty affirm under penalty of perjury the above Irdromation Is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure Jews require disclosure of this Information if or when offered for sale. O NER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR OEPARTMMAL USE REVIEWED BY: COMMENTS: ✓ V. DATE: ' t- Rpr 17 03 04:11p LOERKE INSULATION CO.,INC 5308918560 p.1 IM LROOF Z CELING swarm Bi®dtbme JotrrsMmuft est nesdesmooa{R�il�Iaej LCOURFRT" ---- &MdMoo --JdmUmdb C=*=b6 of L &xwwrs llm jvft%dwWWp@r�Qii�e ac*tere7hea�alRe oeptVld� & EXR3a R WAIL & RAISED ROM Al�ie�ial �da�ee� r L8tII Rnm/per OWN Ian DW& LFCUMDKnONWALL Yeiestat " ruches? •t_ Bmd liens end 1� - Tbeni�i - , s r.r• Fr t.t 0: .+y,�r.ppat,..a..: ....""'?'HYT''fl�•7!',HF'�•+7,.�..�,,.�.yF. .�.•+r.-. ...� 377 r 655-3&-036 PERMIT#98-0293 •KETTLE, Chris, r .Slope'0aks/Pr6spe6t, Paradise Ele'Ser: for .Well Y. 9 `r 1 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 0 55-350-036 ZONING FR O BUI DING PERMIT OWNER CHRIS KETTIE TO/ /"U"6849 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6221 TALLEY LN PARADTSE CA CONTRACTOR'S NAME /1 CHR TE LEPHONE ' CONTRACTORS MAILING ADDRESS 6221 TALLEY LN. PARADISE CONSTRUCTION LENDER BIM. C(MINM HANK LENDER'S MAILING ADDRESS I PEARSON RD PARADISE Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ A PARADIR$ PERMIT FEE $ LOT NO. 36 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE TO WWI, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service Z00A 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.PowEPPARATUS License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.50FT: NEW- CONSTMULTI-OUTLET @7.50 d SINGLR AE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAL @ .so Ex. Occup. ouTEisrs RES D.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43-00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O' 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. q X `� �_�_ Date "' 7 / �7 _ Signature of Applicant -,,D-Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionr� of structures over 3 stories in height. _ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HA2. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Z �� Da to ReceiptNo. 231627/&43.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Slope Oaks Ct. Paradise Number and StreetCitv ounty Subdivision Lot Number-- DESCRIPTION um erDESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib, Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 -G — 2 tt—Temps gnature, Date Item #s Signature, Date Item #s Signature, Date LOERKE INSULATION CO., INC. Installinq Subcontractor(Co. ame Or General Contractor (Co. Name) Or Owner Installing Subcontractor Co. Name Or General Contractor (Co.Name) Or owner Insta ingu contractor_ (Co. Name Or General Contractor (Co. Name) Or Owner ley ;SON, -"" 1 N — - Thu 07; NOW zesnANK "',Cw•`;"'; ivy flyyy Arqual W; 'h"I Q c (ROOM;) c3Ssn&17 Q3 -P zonk 61' F A j 2 C 0,7, YT yj �i 'p, rf! olods am lag 0ows I dwan I r;x� olow VA., c 4J.D ley ;SON, -"" 1 N — - M NINE 11IRMMA-S&IMA APA.E.M.M"a Certificate of c, on'ormance Certificate,-._.. 04-0897 THE UNDERSIGNED MANUFACTURER HEREBY 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 specifications indicated below. X93 ANSI Standard A190.1-1992, for Structural Glued Laminated Timber Job Name ` ELK GROVE, CALIFORNIA Job LboAAen i G- owumsr s Ordar Na WB- 23296 Date l�rr�� t 1 9 f3 s order No 09-03539 Z4Fv4 3 CQ-I+-lse{s I QUALITY CONTROL SUPERVISOR slpnatum -,no carmany BOISE CASCADE CORP. Address P. 0. BOX 50 Data r�/m oA—Ag BOISE;IDANO 83128 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above- named manufacturer which carries a collective matt( of American Wood Systems (AWS) 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 glularri construction and the adequacy of glue bond. , vj 00 fl "4 fp 7A Aft LL .�,.- sic 1W A T CP by i Thomas G. wililamson Executive Vice President ♦♦♦� �gBHIN���� �'• . AMERICAN WOOD $Y$T" - A RELATED CORPORATION OF APA -- . .---------- , r,o uvn , cin MC a bFT qAAT—CW1--M W COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT•OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE ER --637 PERMIT NO A routine inspec on indicates that the following violations of butte county Ordinances exist at the above address/and should be corrected. Please notice this office when correction of work is completed. lyyou have any questions pertaining to this matter, or need additional explanation, please cont ct this office immediately. Aa - Date E +!r 0 —'5 Inspector REV 10/92 RESIDENTIA 055-350\Q36 IrPERMIT #98-037/ KETTLE, `CHRIS PERMIT NO.f.//O SLOPE OAKS/,-REISPParadiSn- SF 4 PERMIT EXPI.: i� OWNER s CONTR. ASSESSOR PARCEL i 11 LOCATION Temp. Power Pole Called PG&E f Temp. Elec. Service Called PG&E ,'Temp. Gas ServiceTZiD Called PG&E .,JOB FINALED (Date) Signature V=OK 0 = Not OK = N t I' bI = Not Ready a MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Location-Test-Fall�C/O-Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-TestWrap; / PUL / /Nat or/ PL'fL/ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frrng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Cab B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements ' 1 Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-0emarnlValveConnector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness " Dead Men -Lining 6. Water; MH Test -Regulator -Connector - 4. Elec.; Receptacles and Lighting, Distance -GR 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtq. Boxes-Erndosures-Panelboerds-Ins. to Main in Conduit , 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness " Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtq. Boxes-Erndosures-Panelboerds-Ins. to Main in Conduit , 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = , Not OK = Not Applicable = Not Ready RESIDENTIAL' (Single &:Duplex) Date UNDERFLOOR (Plans) OK except ft 1. ZoningSetbacks-Easments-Flood-Slope - - • Ftg., Main; Soils-Elec. Gmd. / /' Ftg. Depth 3 Ftg..Garage; Soils-Steel-Elec. Gmd/. • N Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ . N Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts- Wrapped 6. Ste walls, Garage; Steel-Blockouts-Wrapped Id Downs and Special Anchors . Slab, SteeNNrapped Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test 2 Way C/OSewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-RegulatorService 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 (Perm' 's -47.- Water Htr; Vent Access bustio AWBaffle meter Pipe; Test & Anchor -Nail Protection D.W.V.' est Fittings & Anchor -Nail Protection r Pan; Test, First Floor -Tub Access Jost Tub & Shower, Second Floor -Tub Access Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #a .. Fbdure Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors ize Boxes & No. of Conductors Stapled orrex Installed Close to Edge of Studs & CJ quip. Ground made up w/Mech Fastner on) Gas & Water 2ci=Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Ins Neutral 0 Yes 0 No Service:Riser Conductors & Ground -Main Disconect 32 quip..Clearances Panels -Motors -Meth. Epuip. 1 ot!�es•Closet Light -Shower Light -Spa Light Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Vs .38 -Vent Fan, Exhaust above insulation ondensate Drain & Overflow,'Size & Grade Wince -Vent Access -Comb. Air -Return Air Vent 115 outlet '] Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FRAMING (Plaits) OK except Vs Sits Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Btanng Walls over Girders & Floor Nailing �ralt Stop in Walls (rat proof) Fre. Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date MING (Continued) taL g =Post Caps -Anchors -Connectors, , Cli Joist-Rftr Ties-Purlin-roff Brac.-Truss-Shting: Rfng. Firejace�ies or Type A'Flue Fireplace Throat clearance Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting DoorsSilI Hgt. & Dimensions ar a Protection Framing , P ne Firewall & Openings Ext. -One 3' -Check Garage 3rd Story, 2 Exits i eadroom-Rise-Run-landing-Fire Protection f8!Pywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidin -Nailing Veneer - 'sh-Drip Screed -Fd. Vents-Underflr. Access GI n ea Glass Protection -Skylights -Plastic e r Walls; Nailin - Its j ce Interior /xtert all Panels r 6 . Insulation -Walls -Ceilings , 62. Infiltration -Walls- Windows Date Card B-1 Date i Card B-1 Date Card B-1 Date _ Card B-1 Date FINAL (Plans) OK except #'s ' . Ext Steps -Door & Sidelight Protection -Landings- - . Smoke Detector t GO'. Furnace; Vents -Clearance -Comb; Air-Conector- )n Garage; Above Floor -Ducts -Meth. Protection . fiedroom Exiting - t . S'a:F.l. &Bath Fixtures & Tub Access -Spa', Alec. Trim & Subpanel, Breaker Sizes & labels Stairs & Rails j �place or Stove, Clearance -Hearth j E.Outlets at Wood Panel, Int. & Ext. Kit: & Appliance; Ground. -Air Gap -Cooking Clearance . Outlets & Receoticales at Kit. Counter 70.'A.0 uct in Garage -Damper 7. tr Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In 5argge, Above Floor -Meth. Protection P -fib lec. & Mech. Equip. Listed for Location . Receptacles in Garage (G.F.I.)-Romex Protection Ins on -Foam -Looked in Attic I 8✓ rd rails & Deck Construction -Post Caps 8.. Fdn. VBents & Crawl Hole Door Drainage``& Wood -Earth Cle Ace Looked under Floor 0 Yes t lowing Instld./Drive 0 Yes 0 No/Walks Yes 0 No/Planters 0 Yes 0 No M- Stucco Brown -Finish ) A,AJr-fit Disconnect, Electrical -Plumbing: aVlVer is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Well, Disconnect, Electrical, Plumbing 6?11ExtOor Elec. Trim, G.F.I. Receptacle -Underground ptilation Throught House t . GI s Protection .W'99webtions from Previous Inspections . 9WTest-Meters Tagged, Gas -Electric Wa r & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date C/ Card B Date Card B-1 Date T�—` Card 13-1 Date i Card B-1 Date Card B-1 Date i Card B-1 Comments at Final: i '+'•'-',+"�elC�e'a; v �++-+r..w«--..--w.-+,rr,•.,*....v.M..r-, <.w,•-yy,;w�-�,;,;,wq:;w-,(�Y. . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION,,.( :. 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PeRMIT NO. ~' " 6,374 (Rev. 12/96) APPLICATION AND HERMIT ASSESSOR PARCEL NUMBER ZONING win BUILDING PERMIT OWNERcam REM -T,ELEP oNe� SO. FT. OCC. BUILDING VALUATION 3700 R 194 800.00 OWNER'S MAILING ADDRESS MM 16% U 28 908.x0 CONTRACTOR'S NAME TELEPHONE 2/0 is 12 960.00 604 C 7,852.00 CONTRACTORS MAILING ADDRESS 6221 TATIEV TH. %R9M CA CONSTRUCTION LENDER Fireplace LENDER'S MPJUNG ADDRESS ' Total Valuation $ 249 520.00 ARCHITECT OR ENGINEER WIM LICENSE No. Filing Fee $ 20.00 Permit Fee $ 1.164.50 ARCHITECT OR ENGINEERS MAILING ADDRESS A A . CA. Plan CheckingFee $ 75fj+93 BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 1,964.43 LOT NO.. SUBDNISION'S NAME - pAM-�A PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 105.0 USEOFSTRUCTURE SF 0 'Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 . Each gas water heater or vent 15.00 • TYPE OF WORK a New B Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:'' �> . system 1 - 5 outlets Gas piping 15.005 Q ' Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 195,00 ELECTRICAL PERMIT Fling Fee _20.00 Main Service "."Aoa'ss 23.00 ZJ-UU ! LICENSED CONTRACTOR'S DECLARATION I hereby'affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of,the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. ; OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjurythat I am exempt from the Contractors License Law for the following reason: iAI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00SO CCU000A NEW CONST. DWELLING OCCUP. W OR ADDNS. ( , ACC. B.S. SO 3.5oFT.NEW 1 4 1 NON -R S'ID. M�ULCTI.OU CET'ITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU • OUTLET OR FUTURES8A0 1'00 0 Ex. Occup. oUTELt°�A RS p 0") EA. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ '11 WORKERS', COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1V . Cooling p (� Hood 6.50 Ventilation 4.5rlau PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 2=7 _ Signatufe of Applicant'- 0"Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 gec �J CO'; TOTAL FEE ,$ 2,533.54 HAZ. D. FEE IMP ¢ •FLOOD ; CDF rpARCEL pD HD V1 UB V 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. r--• . By r ! / Date PERMIT EXPIRES ONHITE-D.D.S.-B.D. (Da te rReceiptNo. 231b60 739470 �� % 1,7 4+ CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f1• 1-.;i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541��� � IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE 30-877--OE49 SQ. FT. OCC. BUILDING VALUATION 3700 R 199,800.00 OWNERS MAILING ADDRESS 6221 TATTEY TN- PaADLSE CA 1606 U 28 908.00 CONTRACTOR'S NAME K= fflNLqMM(A TELEPHONE 240 R 12 960.00 604 C 7,852.00 CONTRACTORS MAILING ADDRESS 6291 TAT I EY IN PARALILSE CA CONSTRUCTION LENDER Fireplace LENDER'SMAIUNG ADDRESS ' Total Valuation $ 249 520.00 ARCHITECT OR ENGINEER K= OXM CrIM LICENSE NO. 626251 Flirt Fee $ 20.00 Permit Fee $ 1.164.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 6991 TALLOL IN- RARADTZE CA Plan Checking Fee $ 756.93 BUILDING ADDRESS IWP' OHS/RMPKT Energy Plan Checking Fee $ $ C I PERMIT FEE s 1,96 .43 LOT NO. 1 SUBDIVISION'S NAME PARCEL 7� O`J- PLUMBING PERMIT Flirt Fee 20.00 9 Each Trap 7.00 105.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY -11 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: $/F Hone Gas piping system 1 - 5 outlets 15.00 19.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS In full force and effect. License Class LIC. No. 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, 1 _ will do the work, and the structure is not intended or offered for sale. ❑ 1, 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 zooA To ,000A 46.00 NEW CONST. OWEWNG OCCUR OR ADDNS. ( 6 ACC. EI.S. SO 3.50FT: ZI. NEW NON•R SrID. UcI cRLuT @7.50 FOWER APPARATus 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL- @ .so Ex. Occup. ourLETFIXEDs APRP P'.%.,0,', 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 2 Ep 20.00 gas Hood 6.50 Ventilation 4.504.50 PERMIT FEE s 101 .00 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 I certify that in the performance of the work for which this permit is issued, I shall?, not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. c X _ 5W Date 2 _ Signa ure of Applicant - FOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ C CONST. PE V TOTAL FEE $ 2,5 3.54 HAZ - D FES$ IMP V/ FL ooO cDF pp HD SUjs This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat LWI G Dale Receipt No. 231660/ 739.10 // 236795/1,794.44 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a.. ... �._ �� a.. �•-'li',�2' ..,,k_ �;-n.+ci:.'�Y'.-..r-,,�,.. ,,e•R,vr.-,.—,.,.r ...^"1'•'?�^-�- 7e^er--r-�:;'c--•-..,.--r-F;'�'y.��+s.c�s,�;�"nr��?`%'^'1''""`L BUTTE COUNTY SCHOOLS IMPACT t,E"C ATI'IFICATION FORM (One form per Building) School District ► /� /�-� j �� 7 ' Building Department No. A.P. Number �S�l ��r�% `�3�j. Jurisdiction: City County Property Owner Property Location/Address s%/ti /%fes f { Subdivision Lot No. Residential Development No of Living Mobile Home Addition Units Installation Ra ComrAercia1/Industrial hka I New Addition Building Department fi e�p'reQed ative (FI'oor Plans reviewed by School D District Identification No. School District certif es that Personnel) Sq. Footage 2Group R) Sq. Footage (Including Exterior Roofed Areas) %z Date (Applicant) 9 (Street A ress► !/ v (Phone Number) has complied witR`the requirements of Resolution No. .,, .., ti representing �./ �`' square feet. School District Representative Paid by Check # C..- 2- V 2, Remarks: (State) (Zip Code). ''''ff by payment of $ 1�111 2926 $ ULL MITIGATION $ Date 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 660201a), within. 90 days from the date fees are paid. Failure to submit a timely 'written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the -School Witrict 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 rtment), Pink (school district) feeform.xls (2/97)dmm (Rev. 12/961 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, CalikAnia 95965 - Telephone 1 1. APPLICATION AND PERMIT `1 BUILDING DIVISION (916) 538-754 6�7 PERMIT NC AssessORPARCELNUMeERO �-r{ 7 Qom( % \ ✓\ v1 •/C J\ V ZOO o BUILDING PERMIT " OWNER 1 . J RLEPHONE 6 30 677- 099 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNO ADDRESS Z Z CONTRACTOR'S NAME TELEPHONE �0 7- ode, q � � CONTRACTORS MAILING ADDRESS � � _ `` 5�z Q � CONSTRU ON LENDER U AF X- Fireplace 5,go as LENDER'S MAIUNG ADDRESS 1 4 PSo Total Valuatlort S #' ARCHITECT ORE INEER �c %J� E Co v AUC i OBJ LICENSE NO. 6 ZGZS Filing Fee 20.00 Permit Fee S ARCHITECT OR ENGINEERS MAIUNG ADDRESS 62 72 GX G -1 P- A t r Plan Checking Fee 7 5 $ eUILDINGADDRESSEnergy Plan Checking Fee $ ✓ -71PERMIT FEE = e LOT NO. SUBDIVISIONS PARD wLP 75 PLUMBING PERMIT Feting Fee 20.00 Each Trap7.001615- USEOFSTRUCTURE SF L� Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water P I in 15.00 Each gas water heater or vent 15.00 1 TYPE OF WORK New`Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ \ Describe Work: Gas piping system t - 5 outlets 15.00 Building sewer 15.00 ; Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service x. oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.)co ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" dep and demolition or construction of structures over 3 stories In height.//� Main Service200A TO L000A 46.00 -! NEW CONST. DWEUJNG OCCUP. SO OR ADONS. ( & ACC. BEDS. 3•SQFT. q°�Ip. MULTFOtmET @7,50 / a 0.O.o QTca. Ex. Occup. sA0 ® 1.00 OLmFT OR FocrvREs FIXED APPLNS. OR 5.00 Ex. Occup. oLmETs RESIo. EA Temporary Service 23.00 Mobile Home Facilities 20.00 -� Misc. Wiring 23.00 ^� , PERMIT FEE t / MECHANICAL PERMIT Filing Fee 20.00 1 Heating Cooling &s4 -� ,r Hood 6.50 .r ��ii Ventilation �- r S� -oil PERMIT FES >1 . Mobile Home Installation Fee 6 Energy Inspectio Fee' 53-3,5 r - a T ALF $ Z. I D. FE I Cof PAR Po F uE ry i This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ r�• _ PERMIT EXPIRES ON (DuoJ ReceiptNo. r V S WHITE •O.O.S.-8.0. CANARY•ASSE OR PINKJG:1LDENA00•APPLICANT :i4:+�' : ilI4wTAld;w"r%wA' •q� `� '�F`y'�l+T�9rY�'g>t*i i:xk Gx:aa+�+'+ `'' COUNTYOF BUTTE - DEPARTMENTOF DEVELIDPMENTSERVICES -BUILDING DIVISION 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �t�-+�tS IZC Tr/L- Proposed Building Use •-S P. o. Building Inspector Date At time of permit application, I :was advised the following data must be submitted prior to permit processing and/or issuance: } DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. , Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3.i Complete plans,}3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome a an anufactu er' , i stallsn instructions, 2 sets. ........... 1Q. Fees of $ `f 1. Impact fees as shown on attached schedule. . 12. California Department of Forestry plan approval/f es 13 Flood elevation letter (100 year flood) California Engineer .................. . t' Sanitation and plot plan approve / O Health Department. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking; . ........ 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to o'ccupancy). ...Prearispection reqs 20. Pre -inspection for est required. .. to Building i�spector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 3'24'178 tZB� 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... c 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements.t ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... . 33. 34. C.'�lJ cr�?C' plge .A IVY0 O -1 -/;MW 5-, - /, . When fou issue the permit procf ss as follows: Mail t Qvyner. Mail to contractor. c/ Telephone �C 2 and hold for pickup at �(`(" f C CT- office. Deliver with inspector. Other Parcel Creation Acreage Applicant / Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit 1. Index permit for above items No. 2. Additional items required: (Cirgle new iterr jW checked Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Co inter by _ Date Plans checked by 4Z c;)- Date Plans approved by Date -5 - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. USE ONLY Hol rl:a, Anaclwd -� Fluor Han Auadwd �S Sent to B. U. TO: Building Department FROM: Environmental Health �- 1 SUBJECT: Sanitation Clearance C IA -o- 6 AKS Owner / Location / Plan Approved for: Sewage Disposal LWater Supply: Public Clearance for �� bedroom t l ► home. Other AP# Private Well r/ Tina► c►earance. v.n. im: NOTE: Al 0 Environmen ealth Spe ialist 8/92 jt4 11 ate �.,,��.ff'�^'.-n.."�l"'W^d't�" Y�+.R-y���Ciry'°s.Nle'i:��,+.;711�{7r-1"'�y�,7vw�. �k�'`t'+iiJi7"+y?%�'+'�%va�A�+�*c'.4�.�'i►1��'�T�'�'��rS��a'Q'1:r'+t.:+�;,j�"('t L. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER C /J 0`l S r���— ( /t� A.P. # Z�X — r6 "V ,76 PROPOSED BUILDING USE r DATE 3/ ()- REC # DATE REC 1. BUILDING PERMIT FEES -07,70 -- Balance Due ...........:.... $ . S -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ 0�SCHOOL DISTRICT FEES (paid at District Office) j�SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. r 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =.$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office)" 6. THERMALITO DRAINAGE DISTRICT FEES $4 .00 (paid at Building Division) ~'7` SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Divisi n) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT z( DATE Original -Owner Copy -Building Div. (Rev. 12/96) n Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ NO[ ]. 2. I HAVE[] HAVE NOT[ ] signed an application for a building,permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: 10 PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: 3-17- - M NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Mav 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project. and such persons are not licensed as contractors or subcontractors. then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance. disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks*am especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street. Sacramento. CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Mav IOot (KETTLE -WALK IN CHRIS KETTLE - TOP CHORD 20 DF -L 01 BOT CHORD 2x4 OF -L #L VEBS 2x4 OF -L Standard 71 DEP MHE C> CONNECTOR PLATES DESIGNED fOR GREEN LUMBER PER NDS -91 TABLE v 7.3.3. NOTE: TH IS INN USSLOAIS DES(T TO EXCEED SUPPORT TO'ONE�FACELO KOFS AND TRUSS ONLY. �'. IN LIEU OF RIGID SHEATHING: r` TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED OR 20 .� 119 OR2BETTER CONTINUOUIN S LATERALRIGID BRAC NGL SPACED a72'o.cF� �o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W,TMIS PORTION OF BOTT,I CHORD NAY BE EXPOSED TO WIND FOR S75RHPH.TEXPOSUREIBpEO TO 15`OABOYEGROUND USS IN ACEUHEIGHT. W3X4 W 413X6 rz . 5X4 E-3 8 -7 - W3X4 e THIS OHG PREPARED FROM CUHPOTER INPUT (LOADS A OIME85IONS) SOB,mrm!) BY THUaS MPH - CONNECTOR PLATES MUST BE.INSTALLEO IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. - LONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSf ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). (K) 20 DF -L $i FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 44 24"OC. THROUGHOUT PLUS HEEL PLATES AS SNOWH. 20 LET -IN 0 24' CLOSER IDC. SEE DRAWINGVERTICAL CD122 ORWEBS CD123 fOR GABLE END DETAILSP- W3X4 D} 413X10 M N2. SX4 - 0-0-4�-0-0 W3X653 413X66 L-3-0- 7-3-8 --3-0- 7-3-8 Over Continuous Support— ) R-158 PLf il�11-3-8 .1 Note: All Plates Are 441.5X4 Except As Shown. i.. o1 T TPP. Nave TP[-95�R 'YARIIl16'- TRUSSES REwOtt tnD+f FARE ID ...,...._.. WCI19. WE% To 619-91 tglOUll INSTALLIN9 AID EAU1P0). ('i/UTI1I0 6T TP[ f PRJOR TO INSTIT TE. 683 1181E 'CHU'D OR"UNLESS atop' NAiuee[CA110. TO►ICYOID SHALL RAVE MPULY 61TWWO M84TeRLL #AiItS. IOTTOt GN/RO SPALL RAVE A 110184LT ATTACIIEO R[CED CEA TUR Atnt FAILURE A .DV OTART•A #VWM A Co►T OF MLS DESIGN To tilt IiSTALLATlOI COeTIACTOR. LL►[PE OOttLtTO IE9 PRIDICTS. IIt. slut ler RR tt,rosimi FOR ART DEYUTEOH PRO" TSS OFEICHT84 1IILf1 Cit TRDMIS, 111 CONFOF "a 17TH TPI- OR FASUCAI1tO. MV fR�MilstSTIEPPan. �T� ul K, WtC1m D► AULso THIS oESIGI CORPORIN nTi _6 ASSatATEOR] YP1. LLPteE snaricum #OILIfREp 9Y a A6 33 M�T+ AMP EXCEPT AS 0110. APPLY tORnCTQS TG COIINECTOIS ARE tlADE OF IDG Asti EACH TACR OFC NADIS. Ally UnCSS OTHESALM LOGTW al THIS ORSEGN. "331101 LOIROM E OF SS DHAYIRSS IID A.L. itlE SEAL Ql THIS EHi OKIICTRSTiORR.RttAENE SOENCE OF TABEt IVT AND ISI IF "IS %VWUHSIR1UEY somy rot FINE taws 1T FOR INT PART[COIAS 1U"nR n THE Rt5►ORSUILlTT OF tre Wltolil D[SIGIER. PER CWMNatfrV& ►-WRs SECUOR L. 96 MI ITTE COUNT kjQ BUILDING IDEPARP CA -1 --Se — TC LL d.0 SF REF- 4M-3034 1 TC DL 10.0 PSF DATE 03/09198 8C 01L 10.0 PSF DRW CAUSR427 99068039 BC LL 0.0 PSF CA -ENS SAMICNC 4017.0. 40.0 PSF SEQN - 10848 DUR.FAC. 1.15 FROM FIC SPACING - 24.0' I N wont! ]tFTTL£ - 72 COMM (Kt I ILt'TTALn AM --- --- TOP CHORD 20 DF -L 01 BOT CHORD 2X4 OF -L 02 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. 0- NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). Y BE EXPO SED TO (N) THIS PORTION OF PRESSURE. RUSSBDESIGNOTTOM ED IN UORD ACCORDANCE WITH UBCT94ed. ed - FOR 15 MPH. EXPOSURE B. 0 TO 1S- ABOVE GROUND HEIGHT. N2X4kA,7 r W4X4 = THIS ONS PREPARED FROH CON9UTER INPUT (LOADS A DIHENSIOIIS) SUBHITTEO BY TRU» *K. CONNECTOR PLATES HUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -6352 - THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICCARE IS ADVISED DURING UAR IS ERECTED PROPERLY. DOLNOT IENSURE REVERSE THAT IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 j3 H.F. OR BETR PROPCONTINUOS RLYA UTTACHEDRTO THECING BOTTOMACED 0 CHORD. 0 -c - MUST w1.5X4 8 (w) Lc ---3-0- o--� 17-3--S_Over 2 SUPPOrts 9-692 W-3.5" R-692 W-3.5' Wl.7A'9 -1 (R) 1---3-0-0-- IB : Irl- 'IIARRIxG'* TRItSSEt aie9t'c EA- `"-' ST TP] (TRVss .u'a pir]Rt. Run TO elf) -91 (RAMDURO 1RSTLLIIRG ADO 11A EO' pU1113NE9 PMMC13 P1109 TO ]RSTITOTE, DRS o-wonO DII.. =74 200,'"Is a. 40 6V CU s SA S P 07E11T ATTWID /ttlN111xi T9ESt tolcriORs. !011!11 MATE i EVPaov T 11TH MGM CMIV— urlxt tewrnuEn M=UIM P/0[L1. DOTTCH OW WUL -DOORTAILY— FUIDISB A COH IT TRIi b[slu To i49 O[P]iT�lOa iR D OaH9 ART fA1Liu TO PRODUCTS. INC. 1840 MT u &t mn if An DUt►0 m TRam IN I In,$ otlt cD FuN OR iAAm Ic(RD, xm,sl1. SD [PI i 1111 m of its VjLtito Of T1mm. mlfi Otillx DDa7D1RS WlTx AOF11tiD1E P1GTt110R6 at 106 lRAT10W tiffl6D VE;3EICATIOx VMLS" 1T THE AM11CAS FGAIST IIID PA"A ASSC4CIII010 AN TPI. AV[ii TO COUTM OF 204A ASIN MCI ' 4ppLy Can I LRItoCUtn TWSSeWt$$W PISOCATTO sTDIS 119318- 11lp C"U"M Kk L FACE OF OO&IMM &WIN&DNO A 101[tY KR T'I1 61 T1 TR «VOY[aT 9 INDICATES t. TATPA SOITASIL17r AM DA W m1S COV Amu/101T1rt97 �du 011 Cj1A1 1O]tOO' I6 TLE alvass Itlyl 0! 1x1 "1401x1 OESl01ER. t[A T- a 4.8-0'0 TC L 20.0' PSF, TC DL rTb • OFA F BC DL 10.0 PSF 8C LL 0.0• PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0' CA -ENG SAM/C+ SEAN - 26320 FROM MC i (KETTLE -WALK IN CHRIS KETTLE - LP4E) 73 CANT TSC DEP MHEEL) TOP CHORD 2x4 OF -L *1 :T4 20 DF -L #Z'- BOT 2:80T CHORD 20 DF -L #1 YEBS 20 DF -L standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. vcv (K) 2X4 DF -L #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD W17H 2X4 ALPINE PLATES @ 24-oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. (W)THIS PORTION OF 90T1001 CHORD MAY BE EXPOSED 10 WIND E PRESSURE. TRUSS IBACCORDANCE WITH UBC-94ed. OR6 MPH.EXPOSURE.0TO ' BOVEGRO ND HEIGHT. ti IN LIEU OF RIGID SHEATHING: TOP CNORO TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED IR ADDITION. A RIGID CEILING OR 2x4 #3 H G! 24' o.c. OR BETTER CONTINUOUS LATERAL BRACING O.C. rn1 MUST BE PROPERLY ATTACHED TO THE BO WU6� CLOSER OC. SZX4 LET- IN WS a 14"EE DRAVIKGVC0122AOR C01 3 FOR OGABLE END DETAI SP• a (T4) THIS AREA OF TOP CHORD TO BE BRACED AT 24. 0. . 414X49 (K)--, 92.5X4 0 413X60 413X6 0-0-4 P . X6va 5X49 113x6' W5 (W) 6r W5X6- 3.5 14-0-0 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS E OiHENSIOMS) SUBMITTED BY TRUSS HFA. <'(A)?•1X4 03 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO +�:BE EQUALLY SPACED. ATTACH 111TH (2) 8d NAILS. BRACING 'MATERIAL TO BE SUITABLE SUPPORTUBYLIED ERECTIONATTAGNED AT CONTRACTOR.BOTH ENDS TO A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). NOTE: THIS TRUSS SIDING LOADINOTETOG£XCEE1 10 PSFED TO TTO ONE FACE OEFRS AND TRUSS ONLY. —, 6 U3X6-t- �-S U3XG ,.' 15X60 W3X8- r Id5X6s -- W2.SX4 4 (W) 3-0-0 19-0-0 s -y -Lc - -- 3-3-8 .10-2-8 10-2-8 14-3-8 38-0-0 Over 2 Supports R-867 V-3.5° 8-807 W-3.5' R-77 PLF W-20-8-0 Note: All Plates Are W1.5X4 Except As Shown. Desitin Criteria: TPI-! of TYP. Have TPI -95 R MIAYMTTiB`• TRUSSES REGOIRC EXnd[ CAYE 19 fbBRItAT IOtt HATDLINB. SHIPP IMO. rtlSTAll1e6 ARID RA[TYS. - T TO ete-!1 (pAYDLtMB IMSFAUYB AND IaMUM- PV5L1MO Ir TPI 111US3 PLATTo E IjarISTITGTI. Its TNTSE IWCCIOH9. URESS OUIEAYISE110 ch.. SUITE ROD.t somINDICATED, To? CHORD 0[MALTfulf AYEPPROOW ATTCESOACMtD rtkgCTUTAL PAMUS. SOTTOM CHORD SYALL HAVE R P9wmv ATTACHED AID to CEEUTALLAnom S'0. 'D{POITAtiT•• IUlY15N 4 COPY OT MS $13161 � [AIT M p MS Will; AI mr�EM TOO rtDDBCTL. [Y0. SMALL e5T FF iESPOMf1AD Lotto U4 UVAIS is COOYTNNAIICC NO TPI: 0[ fA8[ICATIS6. ]URDURO. SNIPPING- [THRILlRO IQ IYAC116 Of TRDSSCS. VMS DESICA CO3FORIq YtTM APPUCAK[ fNTAIOet RP 10S (TATHYII ICSCfS S9EtSRGT10M flleUSAN, YT THE AWMMM FOREST ASA PAPER ASSOCIATtOT1 AS rn• Attu SKCSFIOAS ARE MAOI OF 10GA ASTIR A65S 6140 DALP. STEEL. EXCEPT AS 11D1r0. OKY COSMECTO[S 10 EACH FACE 6 TRUSS- AND MESS OTHERIISE tmTrD 01 T1 [S RESIGN. POSITION COR[CTO[S ►ER N[ERtY6 OMUNSS ICO A.X. INS: SEAL OM THIS DRAVIDA INDICATES MWIANCE Or PROFESSIONAL CNAt 4 UNKIIII FORFANNY PARTIWLAI BUILOM 1F TOECOMPONENT RISFWSISSIUTI Of THE DUttOrM GERECAER. THE SUITABILITY AM SEPE& TNCS AYUIITPI 1.1995 SECTION J. U2.5X4(A1) - -e-0-0 - CA[- III - IRWMF �,u,� TC LL 20.0 fSF -`4oe TC DL 10.0 PSF a 3B15 BC OL 10.0 PSF o * 8C LL 0.0 PSF TOT. LD. DUR.M. SPACING 40.0 1.15 24.0° PSF DATE 0-TO91U ORW CABSR427 98068043 CA -ENG SAN/CWC SEQN - 10854 FROM MC a rl m TOTS DNG PREPARED FROM COMPUTER IRPOT (LOADS s OIMEUSTOHS) SUDHITTEO BY TRUSS MFR. r• rCPI _ . ,ren At Do ACTIt2 TO (KETTLE -WALK IN CHILIb-- TOP CHORD 2x4 OF -L $1 BOT CHORD 20 DF -L #1 VERS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. n- THIS.TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR TCARE IS ADVISED DURING RUSS IS ERECTED PROPERLY. DOLNOT IENSURE REVERSE -THAT THIS P.(W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND �I PREfORS76 HPH.�ExPOSUREuss I0. 0 TO IS' ABOVEGWED IN EGROUND HEIGHT WSN as 115X4 (R) '0 WU60 6 r WZ.5X4 W2.5X4 (Al)6B// 1 115X6 �� � oN)Da1 (A) 1X4 $3 H" -FIR OR Bt11tK wMIA"w— Ba^•AILS.--BRACING BE EQUALLY SPACED. ATTACH WITH (2) 14AMM TO BE SUITABLE SUPPORT UBYLIED AND ATTACHED AT BO TH ENDS TO A ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.0. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 U80 - IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED OR2BETTER CONTINUOUS LATERAL BRACING CSPACED 0 72.00.EILING OR 20 3o.eF- HOST BE PROPERLY ATTACHED TO THE BOTTOM CHORO- - L1 W2.5X4(A1) i2l 4--0-0 19-0-0 10-2-8 14-3-8 3-3-8 10-2-8 -� 38-0-0 Over 2 Supports R-1513 W-3.5' R-1527 14-3.5' L gest In Criteria: TPI-' iP lit g1A¢Nl S_ foUSSNS tEOWAL [2TtENO OAR[ [e TANRTCAIEaM. tlAYOLl Ri. SYITTPI teSiALs FL 1�pRS, YTlER TO 41[8-93 (TUIHDU41t INSTALL MG AND EOACttl61. "KISHEC oY TPI CAS PLATO WX)RS. 6Ot TOOA0T70 Do.. SUITE too. NADsm. NI S)119). m 6AICTY FtACTILES t4INt i4 p 010 laRSt FY6[TlOtli. OIL( OTEEMSt IYYICAHO. TOP CE010 SHALL HAVE FROMLT ATIACKED ITReclem PANELS. NOTION Cocoa, SFAta ttlx A rtOTIaLY ATTACHED RTO1D CEIL31. 0a •1MPONTAaT•' rVUESR A COPY OF nFlt OIS7Co TO Tat[ INSTALLATION COTETtAC:OR- ILL/ltl[ Nttl YQ 0 "Im" f. INC. !mini, e0T WE alSPINSIKE To ART DEVUllo 1 no TM3S Ot90Nc An fARUA! TO 10 [lD 1R TROSSI3 It COIFUI ANCE NITA rpt: 0A FADNECATIIIo, NA(NN.3Y0. SOFPram. ATIORA[USULIIYt AND gN4Y1q gpiSNEOratr Tltit /YON fOtEfTT F�AFpt SGT �j 33 OF »1 CRALPOER 0[SIDN pntullS All WO Cr ton ASTM A661 SM OALY. STRI. ETCEPT AS "TEN' APPLY COMIlon TO FACS FACE Of TAii. AND UNLESS MINIMS LOCATED as THIS OESISN. FOSIIION CONNECTORS to itA111H•S IED &:I. THE SIAL On THIS osAAuw tNYTCISYR� ACCEPTANCE SOFTABICITY AAD USNIYYyy TTI IS t ANstoolltILLTT SOLELY FOR TR TAUS C099H NT ODNPONENI rat ANY PARMUZAR YYIt019Y IS THE YESPOYSIYlLl Or TRI 6010/11416 tISItYEN. IO AutrrYFl t-Ittt SECTION I. QljV A , CA -1- 56 �w. TG LL 2d.0 F EF 4 -� (3 1109 TC DL 10.0 PELF DAT CABS 6C OL 10.0 PSF ORW CADSR427 900+ it BC LL 0.0 PSF CA -EOG SAM/C9 TOT.LO. DUR.FAC. SPACING 40.0 PSF SEAN - 25546 1.15 FROM MC 24.0' .r^ r { (KETTLE-HALK IN CHRIS KETTL TOP CHORD 20 Of -L 01 BOT CHORD 2x4 DF -L #1 WEBS 20 OF -L Standard w THIS DWG PREPARED fROH COMPUTER INPUT (LOADS & DIMERSIONS) SUBMITTED BT Ilcuaa nrn. - TAA TSC) (A)•1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING T /,- BE EQUALLY SPACED: ATTACH WITH (2) 8d NAILS. BRACING SUITABLE SUPPORT BYLIED ERECTION CONTRACTED OR' PLATES ENDS TO A PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. n- THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. THAT HIS TRUSS IS ADVISED DURING INSTALLATION TO ENSURE Is ERECTED PROPERLY. Do NOT REVERSE. .�. (W) THIS pORTi01L OF BOTTOM CHORD MAY BE EXPOSED TO HIND �IPRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 7S MPH. EXPOSURE B. 0 10 15' ABOVE GROUND HEIGHT. W3X8 1-10-3 X W1.5X4 F T I WSX6 - OX606/r 142.5X410 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE VITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECXEO FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 U8C). 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 f3 H.F. OR MUSTS BEONTINUOUS PROPERLYATTACHEDRTO THECING BOTTOMACED 0 HORD.12.00' o.c. 1. (--1 7� W5X4(R) & 5X4 (AI) m 8-0-0 Ldwoo-" 10-6-0 35-0-0 over 2 Supports R-1538 W�3.5' I 8UIx.! nd ° C+�AA R-1.262 N-3.5' A [.I b �f�p 9 �9 5 Design Criteria: Ip-: AIM ImepB• REFER TO tl!O•V1 (HANDLE H9 INSTALL TIES AND ORRINOj. PC/Ll$Nt0 OY TPI (nEsf PLATE . >y gL•• T/o $E[ tE00IBE Etitt7f[ IAtE [a FAONiCATION, Nilcptlilt. StlSy TOO. I(nos IBB [NSTITOTE. sat O'OROFIO Da.. $SITE 700.'W. InE. N[ L11'1URID sOB tt. HAV IBACTKES ►BLOB TO IIRIOM11a STISE FOSCTTIO E51STM CMD OTHLL AK t �� TL TOAEBED BILES CE0. Q,�01'[lLT A77AWtD ED -I fPDITm PAYEES. IfVOlTA9TeA POp)tltE A COPT 0/ TUS MISS TO iN[ lYSTILLAT [4E NIs OLCTOR. LILIES ENSP4ES PMUtn. 6,. SHLL NOT ON RESV=m 9M 0 ART UV IATIC"I FIDE FIDOLIB0. SBI PPUI NO. [OSTAKING ASO OOIAO THEE SYOSSts IE C THIaDM WITH tSI sSalog or TI StE7EL1i1RDTt tT1iEESIANEYIT�JFYoS ST ApiNQ A1Eti0CUU10�$ASD AI �MOORE` otsl COUIUCAS ARE NIDE OF SOLA ASTM ANS q10 OAEV. STEEL. EEOEPT At NOTES. APPLY 0011MU0Ys TO NW PAa OF iR!$S. AM tlYlriS CUP tOCATEO as TYEs OES1tE, Pow"OB Cm01[OTOBS NEA p IMS ISO A-1. T�. TIE 08314E TINSSECI®ON[YT O1 ,dDICATI MCE►TAINS SOtTCE Or TAAN� AM) 1JSSEl7Or 1015 ISM�IT FORART T PART ICt� BO[LYIEOO IS THE RESPONSISILITT OP INE WIlD1YY 0131 ip[Y. P[R P CA - 1 F Sc TC LL 20.0 PSF REF R42 3 3 4 TC DL 10.0 PSF DATE 03/09J98 BC DL 10.0 PSF ORW CAUSR427 98060011 BC LL 0.0 PSF CA -ENG SAM/CWC TOT.LD. 40.0 PSF SEON - 25549 DUR.FAC. 1.15 FROK MC SPACIN6 24.0' I a -..-eve VrTTT G . 75 TSC H/ FU (KETTLE -11J% TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L 01 WEBS 2x4 DF -L Standard .-1 PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. L1) LOCATIONS - ICL: THIS TRUSS IS�ISGINIEDYISED PORING iNSTALLATIOH TO ENSURE :PARTICULAR THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE- (W)THIS PORTION OF 601TOH CHORD MAY BE EXPOSED TO WIN j`. PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH ueC-94ed. FOR 75 MPH. EXPOSURE 9. 0 TO 15- ABOVE GROUND HEIGtiT- �i rn W'2.5X4 (Al ) L W5X6 - 113X6 6 r- W2.5X4 6� W1. 15X4 M Hi .5X4 M WI.5X4 n W5X6 SOL Wl - 5X4 B W1.5X4 11 WI . 5X4 II (w) L.c_3-D-off 14-3-8 THIS DHO PREPARED FROH COMPUTER IEPUT LWAVZ e, AL TER t �BEXEQUALLYMSPACED. BETTER ATTACHCWITHH (2)OKTIiNUOUS8dAHAILS.BR89ACINGo SUITSUPPLIED OATTACHED AT H CONTRACTOR BOTH ENDS TO A AB E SUPPORT BYERECT CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). SEE DRAWING A115 OR A115/E FOR FILLER DETAILS. IW LIEU OF RIGID SHEATHING: 70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' a.c. IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. }OR BE EE CONTINUOUSOPERLY LATECKED TO TIECING BOT70MACED CH0 0,72.00' o.e. W3X6s -� 6 W2.5X4ft N2X4 8 T- 5 W2.5X4(Al) INS +8-0-0 23-0-0 ly'u-u 19-0-0 10.2_8 14-3-8 1 3-3-810-2-8 Orts i •38-0-0 Over 2 Supp R-1513 H-3.5' 8-1521 Y-3.5' �l +ll MJ77P COUNTy anlo. �- 0?moo ON r kEkFUREI HMMO"S* UHL IUUCXU[QO TNR[ SOTTOR CROPS iSUUWAL 1* RNISM A COPT momm. IM011LTS. INC.1SHAT NOT R[ asf IO0.o lar TRUSSES IR c01n.n%4 u"m OF nutg-S. Ta[S oil SPECIFICATION foul SEA ST 1111 CNNLCTOAS AN[ W[ U LUA A81 TAW FAtE 6F TINSI. Ma OIL= awlnit 160 A -L. 1M Stu 1 I[unuNLITY $OIELT 1`01 01 1 COMMENT T1tro11S s5[UIas I- AI n Des1 gain Criteria: 1rI-1 ipplimLEe[ Cku in midi[ 9. N mule. RT p!� OuSsItAlt INC 116tAL111[6 A10PAJOI R z00, PROEM. VI SWR4!- ROB SMTP PIACTICLS ATTACHED TO S OTIDaOfISE INS3CATEG. TOr CHOIR SHELL SASE PAOPERLT ATTACLI[D RN►L HAI[ A PROPERLY ATTACHED 21610 CEILINO. (ROOMED 181E pLEEG1 f0 i1[ INSTALAr1pN EDIIRACTOR. WEREiImm FOR All 01f1AT IO) ERM 1.1, 0[81611 AQ 1`AILOIL TO TISTALLIR6 AND Sun, Too; OB fABUcciR6. UNPLIM SRIIPIIG, X CUTiM uta APPLICABLE ?181121 ON$ 6f WB (EAT[OFAL SCUDR OiRICU FUEST ASO 11012 ASSOCIATEANI AND T►1. ALPINE AESS 6E4F 611LY. IIEEI. EECLFT AS NO=. AMT afR1alm TO f11EIH1u tociao ON ISIS DESIGN. "SIT'SE CORR"TORS PER MUM DSS commit O1sm smut- 7fAR� 0 Pmmu ARD 0 got 101MO [S THE 11L6Fmgnu►11T or Tet 601LAIN6 DESIGNIf. PER TC LL 20.Q175F e,s TC OL 10.0 PSF 138tS BC DL 10.0 PSF IT BC LL 0.0 PSF TOT. LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0• D R W CA0SR427 98068023 " CA -ENG SAN/ClWC SEO# - 26408 FROM HC G k '� t .tet..r - SKA STUB TSC W/ FU (KETTLE -"ALR ER Wu &, - TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2X4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. toSPECIFIC - p THIS TRUSS ISIS ADVISED EO TO BEAft AT PARTICULAR CAREE ADVISED DURING INSTALLATIONANSTOOENSURE -THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. BE (W)PRESSUREPORTI TRUSS SOTTOM HORN INIAY ANCEOWITH TUSCI94ed. �[ FOR 75 NPH. EXPOSURE B. 0 TO 1S' ABOVE GROUND HEIGHT. W3X8 s 192.5X4 T 1-4-3 fX6 1-0-0 I1 a•d W060- OX60 6 192.5X4 (A) W6X6 3.5 i— 3.5 W3X14 R-1355 x-3.5• 0-2- W5X6- THIS DWG 4REPARED FROM COMPUTER INPUT (LOADS 6 01HEHSIONS) SUNMt11tu o, "u" gl HE M-FIR Oft BETTER ATTACHCWITHN(2)S8dLATERAL NAILS.BRACING O BRACING .NATERIAL.TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT §2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). SEE DRAWING AL1$ OR A115/f FOR FILLER DETAILS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00° 0.c. -IN ADDITION, A RIGID CEILING OR 2X4 #3 HSTTTEBE PROPERLYNTINUATTACREOOUS RTO TNECING BOTTONACHO D'72.00° 0-c- OR 0fir w5X12- W3X60 --, 6 W2.SX4 e WSX4(R) 4 W2.5X4(AI) -0-0 W3X8 W2X4 U . lE-s(o-)o.�l 10-2-8 .1 16-0-0 Over 2 Support f 1 _ R-1525 note: All Plates Are w1.5X4 Except As Shown. Desi n Cr iteria• TPI -5 0[t TYP. Wave TPI -95 R •IIAtNIt6 TARSSEt RCOtlTRE ELT0. ��� B iat[x Po�LMLS it rF G. [ (TtOtaS PIATi� BP GIRL "ani TO tIt-PR 0 O'0R0FLo ON.. SU U T00. ALLIVIA D3 STri9), FOR SAFRTT FRACTICES T0.t(R TO FkmTPi�tELLS SOTICH CHORDLESS Gi RAVEISA P80PEttY ATTdLttO t[BIO C£ILI 9 Iff"CAT'O' Tat acto DB.WIL Vol P 0.LT ATFMDED 9 48 •IEFOtTAeT`• FORRISS A CDFT OF Tails D,U0 To TNS, USTALLAFE01 COROACIOL ALIKE [Ri7 uLEN[D lU1tO TOL T[[R SN LL tNo,CONNE Rtf.[ � E F itt tFAt1TtAT)Mi� T It, tam FtAtOLUC. an To is RStOFP[Dk JASTALIOMe10 uAtIHO of TN033ES. TYTZ etflta Op10OU8 NITN AFFLINNLE PRWJEUM OF AOS L�� 0M� cIi SPECIF[CATIOt WpISNIO OT TNL ANLttCAN FOREST AW TAPER K�RR1 0 TF . ALPINE To 01tLLT00.R ARE KARL !F M& ASTN Ant CROo CALL. ON EL.THIS EILDT AS O am�CloRs PEt TAQI FACE 0T'"LUS. W MISS oTTMEM lA[Ai[0 ON TH[f CWTAODUN, FOOF P NRO,INES In A•I. THE SEAL Oil AUS ORANIDR 380TCAI AtQ1TAIN-MIUSU�TTTT AND vii or wis t(t►ORsntttTT SOLELT FOR THE TIM 004KINY DES" mosw- =in�[ey tfLCftT�1=j 1 NRIL03D0 It TRE RES M'"LM OF UK tUTLDINt O"ItIlk PER VAI -!11 TC LL TC DL BC DL BC LI8J. TOT. 1 . DUR. SPACING —/- r 20.0 PSF 10.0 PSF 1O WN 24. Scale -.1875°/Ft. REF 8427--33439 DATE 03/09/98 DRW CAUSR427 98068024 'b w t t �. . ,,, ...' . ' ..I Puolt mv—mr, - fPGf1 T6 DEP roP CHORD 2x4 OF -L #1 :T3 Zx6 OF -L #2: 30T CD 2x4 Df -L #1 WEBS 20 OF -L Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. a: AND NOTE THIS 'MUSS SIDING LOAD INOT ETo EXCEED 0 pST FTo ONE FACE OF 240 ERS TRUSS ONLY. !�j' I__4 I LIEU OF RIGID SHEATHING: IP CHORD TOIN ADDITION.TA IGIDLCEILINGHOR 20 #3SHSFACEO 24' 0.c. 1 BETTER CONTINUOUS LATERAL BRACING SPACED D 72 o.c. JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 413X6 24' OR ExA LET -IN E DRAWING VCD122AUORCD1 EBS3 CLOSER FOR GABLE DETAILSP• 6 r 11115 DUo PREPARED fAO)1 COMPUTER INPUT (LOADS L OIt1t[IDIul") "Zr....c- - - •• CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH THE REOUIREHENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR IO PSf ADDITIONAL LIVE LOAD ACCORDANCE HITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). (K) W20 ITHD2X4 ALPINE LPLATES�0 2400tH THROUGHOUT PLUS ATTACBLOCK To THE PNEERD L PLATES AS SNONN. (W)THIS PORTION Of 80TTON CHORD HAY BE EXPOSED TO RIND PREFORS75RMPH, EEXPOSUREE. TRUSS DESIGNED 8, 0 TO 15' ABOVE11 EWITH UGROONDHEIGHT. (T3) THIS AREA Of TOP CHORD TO BE BRACED AT 240 O.C. W3X6s -1 6 (K MSX50 112.5X4 413X4 ® 4X60 N3X6o 0-0-4 413X6m W30- N3X$- W3X6 m413X6 a W3X4 s W2X4 N yr --6-4-8--1 {41) 1.x.3-0-01 [ 10- V 462.5X4#4 WSX4a T 1;�_ 3 0-0 N3X6 - 35-0-0 Over 2 Supports— g-1154 H-3.50 R-258 PLf 1!'11-3-8 Dote: All plates Are R1.SX4 Except As Shown. Desigin Criteria- TPI-! . Amu �YARYlY6•• T1°�� RE6DltE 11EHI_TAL1" ARU B'30H' )0ANDLIP BUSIES ITlitl• 1(TRUSS[YtATE SAACIAI. REBS To A11•I1 4HAIM.tAR IYbY1TU1<. 6� 0.O20iTO go DR.. SUITE EDD. RADISH. YI 63719). FOA It W rSALTEoLFcEs F1EOl STRist jsbjurio, TOT COM FUNIFt PAIRS. W ma CPM SMUtt YAWE A PtOFERLT Ai ALMA 16R IO MUU�O.PB��f ARA E STw=1TA fU11H91 A C�1 Di f[i5 OLStSM TO THE MSU1t0IOI COYTOACI A. AtFIRE pISTRFEtTD 1AIS1OTs. pC. STMT or R SESPISSIILE FRS AOT DETIATIOS �t"[[S OfSSm Y9 ASNTi:TFA111N0E1�� 110.1 S0 "'ISI'S "' I G1`00Y<a<HS PITY APPIICOU PJUWKIORS Of as O1010IAL DESIW SSACIMP OF TRUSSES. ARD TF[. AUIH1 �FI�GSEME e� 8 :0A As AQ67A040 ULY�OS LEL.. EYE AS �- . AFrit cWRitU aOLs To EACR /SLR W ttD3S. Ab t1LESS OTHEY1RfI IOt�T���u�u� C�IplOi[SSTDRA� 63RMIU CPMNRS to A.L. THE S14 at INSC%10"m OtAt11 OISI6R so. TRE SUITASTL/TY AID I. IF THIS stspa"IR[L[T1 SOlBt Fmt tlR TLIISf ..,.a.rnT sDn ART rART[ORAR WILDIRI [S THE Rl>aOIS1/1llTT 0► TRE IU[LO[1G 0ES161ER. ►[S mag mi 1-191- 1[QIOf N. _ mirm0ou SUILDIN6 ®SPAR P ri CAI - I 1 l jL jL 1• TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOLLD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0' REF R427--33437 DATE 03/09/98 D RW CAUS1427 98068040 CA -ENG SAM/CNC SEAN - 10851 FROM HC a 0 00 ter. rn �� • r _ TT 1110 (KETTLE -WALK IH cBRLA., k"" TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADING (PER -TRUSS MFG_) TC 204 LB Conc. Load at 0.06 TC - 204 La Conc. Load at 27.94 CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING PROFESSIONAL UENGINEER EREGARDING ECONVENTIONAL D TO SEEK OVICE BY A LOCAL FRAMING. NOTE: REACTIONS R 8 R3 (R£ FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY- (1()THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO HIND FORS 758 E. MPH, EXPOSURE EXPOSUREI B. 0IN 0 TO IS' ABOVEGWITH ROUNDU GROUNDHEIGHT. 204 W5X 6 06 r- WZX4(AI) E3 W4X4 0 W3X6= TRIS DHO PREPARED FROM COMPUTER INPUT (LOADS ! OIHENSIONS) SUDMTTTED 8Y TRUSS MFR: CONNECTOR PLATES MUST BE IHSTALLtU!n AL.wnw%n%% o,... REQUIREMENTS OF I.C.0-0. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICUAR INSTALLATION ENSURE S IS ERECTED PROPERLY. DO NOT REVERSE. THAT NOTE; BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -9 -SPECIAL LOADS (1994 USC). COJACKS KITH NO WEBS - CORNER SETS ARE CONVENTIONALLYFRAMED USE.THIS DESIGN FOR COMMON HIP TRUSSES 0 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 20 HEN -FIR #3 OR BETTER 0 24.00"oc. ATTACH WITH 216d13.2.1 FIGURE 33. OR- HIB-91ISSUMMARY4SHEET (FRAME 3DIAGONALETHRU 6).ORPERICA-HIPS DETAIL CDIIO.-SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07.14 FT. oc. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" a.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR MUSTEBEEPROPERLYOOUS ATTACHEDRTO TRE ING SPACED Q BOTTOM 72.00' 0 -c - MUST CHORD. Wl3X8$ W3X6- W4X4% WSX6s .5X4 D '"" 115X4 a 204 7-11 +8-0-0 W2X4(A1) • La-3-0-0-�-0-0 14-0-0 $�/ 'C lVG r 28-0-0 Over 2 Supports 3.5' cow J �� _ E .." R-2241 W- T" L�1 8-2241 W-3.5' R3-1350# #� R3-1350# Pw44ePIA- TPT-95fSTD) CA/ -/I/ -/-/-/-F Cal 1NWEL KM Ta EEIf-fl ENATOLTIA INSTALLM HD aaccecl. PUBtTSTtD u m ITRIRS KATE INS111Wl. SU 0.ONOr10 DR-. fDiTE 200. PWISO. N7 Wig). #a SUITT t&RMCES PRIOR TO IR/ORNINB IBM/NNCTIO'A1. ME's OTN11DUfT ID[CAT10. TOP CUM SIDILL WE FWMl ATTACNEO STRUCTURAL ►AUELS. NOTION MIS S1Att ]LITE A PIUSALT ATTACHED U930 CE11.1I0I. IPMIANT-• FURNISH A COPT Of USIS OCSKN TD at INSTALLATION OHRACTN. Krill[ ANT- p11� im" ,Mo,CTS. SMC. 3M% NAT BI RESPONSIBLE F42 Ml DETEATION 1110H1110HTRIS DESIGN: IIACTTAT II OrTTAIS ISR 4RTTmlS OrSIGG C04FFMS IN ITH Apf"C"U P1194- Mgstas��iNc�u W� $,[CEng►TION FULLISKO, OT THE ANLLIC►Y r01LST ANO PAPER ASSOCIATIO* AND T1]- ALPINI ORNNtCTRq ARE LAO[ OF LOO► ASTM A653 RECD i4l/. STEEL. ETCEFT AS motto. APFLT CONNECTORS TO NAM FACE Or TFUSS. AOE9 UNLESS OTNCLUISL LOCULD ON TN15 0!310X. POS1iI0N CONNECTOt1 PEN COMMA IF0 A -t- THE SLAL On THIS ORANINO INDICATES ACCO IR,HCg 0/ TANIJITIFROFESSAND VILO910 THIS AESPONSISit ETF S914tT FOR TILE THUS$ COMMENT p len SHOId. TXE $UITANIL [Tr AND DSL OF THIS RCJISLautAITPI 1OCR ART tARTIW` UtID[NC [S THE AESPONSIR0.ITT OF 101 NU Il01A0 OIfICNtA, TLA TC Lt 20.0 PSF TC DL 10.0 PSF 8C OL 10.0 PSF Dc BC LL 0.0 PSF TOT.LD. DUR.FAC. SPACING 40.0 1.15 SEE PSF ABOVE REF R427--33:%3 DATE 03109/98 DRW CAUSR427 98068030 CA -E% SAN/CK SEAN - 26303 FROM MC :'4•� ., 1 � -' � u rEIQ T S KETTLE - T8 HIP' .IYG-nn►.. _ TOP CHORD 20 DF -L 91 BOT CHORD 20 DF -L #1 WEBS 2x4 OF -L Standard r_.PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 0 0- NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 14 -6 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"oc. EXTEND M SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT j` EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. OR BETTER @ 24E00`Oc,LY BRACE FLAT TOP CHORD WITH 2x4 HEH-FIR #3 'A TTACH NIT" 2-ifid NAILS 4 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 00 F IGURE 33 00 DETAIL Olt CD110. HSUPPORT UHIP RAFTER MMARY TWITH ACRIPPLES ® EVERY CA -HIPS �� 05-07-14 FT. OC- (N)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND i . FORS 75RMM ?EXPOSUREI0. 0 TO IS' ABOVEGNED IN GROUND WITH UGROUNDHEIGHT. THIS DWG PREPARED FROM COMPUTER INPUT (LOAOS i DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE MIT$ THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIONEO TO BEAR AT SPECIFIC LOCATIONS: PARTICULAR CARE IS ADVISED DURING TRUSS IS ERECTED PROPERLY. DOLNOTIREVERSEON To NSURE THATTHIS CONVENTIONAL FRARING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING PROFESSIONALUENGINEER SSES EREGARDING ECONVENTIONAL D TO SEEK DVICE BY A LOCAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' 0.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR MUSTEBEEPROPERLYUOUS ATTACHEDRAL TO TTHHECING BOTTOMACED 0 72.00" O.C. CHORD. W2. 5X4 tv W2X4(Al) - W1 6X4 0 113X10 W3X4- wal +-0-0 412X4 (Al) _ �- 3 0-0—pi �--3-0-0� „_1-a 1 6-8-8 _tel 28-0-0 Over 2 Sup 8-1350 N-3.5' R-1350 LI -3.5" ►/t e Des1 nCriteria: TPI -9S STD TC LL 20.0 PSF Tpj. lRmm Ye AYD i usm, e[DDt0.[ tlls[Mt tJYtE TM FAeRICATIOT. sLUDt1e8. Orflun MUM 9).Pn t ssxnTTt Ff67MCESSFRI afDf �'Z1sNDffiTpl�7T[ TC DL 10.0 PSF an. t� . V, S311AD numil E ist3E FUNCTIONS. tHl[Sf OisttYTtSE /RDKAW. TOP T7IRss SIM, OVE PNM%V ATTACH DSit[UK. A Df0[SLT LtTAts[s ststo WLIs0. '9B BC DL 10.0 PSF tT[sCTeiLL FURS. sDTT/e csORs 5sAl sAl[ •tl7PosTAn•• Fnertse A toPl of ruts DEftas 10 — IIQTLLLATt® CQM't1�. A/17x Wls[tus T las W DETtATIes #AM TRIS DEUM At1Y FAatWE TO .,HP sE P? OF AID ~ BC LL O.D PSF Ts. . SYALI s0T maD ist T0.DSS[s is [owcanv1LE MTs TPI: Of "utaltu. usulle. sN[PP1Y6. tIQiALIaR'i MST ARDfFLICAS"PAM LSSDCTATIDM7 ARD M"2. �t� OCe16u TOT.LD . 40. 0 PSF EPDt!►�7C►TIess[eiLLSSQTstET[[�LSEt[4s lAV fE ARD YdtESL OT1RRIttst LOGATtA OSETNK[OS[eR. PO ON C91R[LTTO�A9Rtr PEP�S TO DUR . FAC . 1.15 [A[stfALsso SDIiLT fn[sT111 (AYSSIfoNPDR[RT D[StGN E3XAYRUfT><1fL[ S�U[TPADM1Ilil0AR0 USEtOiRTtif Of TI¢ sU ll01Y8 C[SIGIIC0.. 170. SPACING 24.0" [ffllC7flEllltt tpYTOY[YT IOt AMY PARfICULLR 907 LD1 se IS INE RCSPOlf111llil ANS1fTP1 l•Uff I[CTlOs 2. Scale-.Zb-/Tzc REF 8427--33356 DATE 03/09/98 DRW CABSR427 98068033 CA -ENG SAM/CWC SEAN - 25290 FROM MC e (KETTLE -Vi 1N G�T "" TOP CHORD 20 DF -1- 11 BOT CHORD 2x4 DF -L 01 WEBS 2XA OF -L Standard rn� r -I r.- THIS UNC PREPARED FROM COMPUTER INPUT (LOADS d DIDIEHSTONS) SUBMITTED BY TRUSS mm Tn PAMUN r urTtl TLc 'LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.1.3. (OTE: -BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ICCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. EXPOSUREja.E0 TO IS' ABOVED in GROUND WITH UBC-94ed. ORGROUND HEIGHT. 414X4 - CONNECTOR PLATES MUST BE IN5TALLED in A6uwnuftu ..- REQUIREMENTS OF I.C.B.0. RESEARCH REPORT 12949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTTHATITHISRTRUSS IS ERECTED PROPERLY. 00 NOT IENSURE CARE IS ADVISED DURING REVERSE 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 J3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00. *-C- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. .8-0-0 (Al) WW(Al) RT: 413X4= (w) ie--3-0•D--I-j 14-0-0 14-0-0 28-0-0 Over 2 Supports R-1120 9••3.5' R-1120 W-3.5' � + f � �� �� IJFj�� TY -A _ohm. .m" F•'•. e—A- _ nc.,c -9§ .�RRI�.+ TRDSSES SEODILt ESTREHE CRR M rwsw w"• -- -,9H0 9i Vol (TROSS PLATE H<T,ppR. art, YD Rm•91 ( IHR IRUALLING AM BRWM•AFFIT HvM, FOS IESnTDTc. ERa D'OH�[0 DA. VAM OT deo �icum. TOP O�D SKILL RAYL ILIO iWY FATTItH[D L�RDCTvauO TRESt,Anti$. sot's CHDRD SKALL MAYS A 1100900 ATTMIND RIGID tKILM . •DWIRTARt•• Foal IS L Cal OF TRIS DESIGN To TEE [RXALIATIOb tOHTRACTC9. AL911I LMIRS TO PIODUCts IAO. SHALL tl0T DE RES9D6mu FOR AE9 OETION9 SR9tl Tot$ DESIRE; HT IAtttRi 10 POIto Tot TROM IH CptlFOD vmE HIEN TFI: OR FABRICAMO- HARDLIR6. SR11PtM IRAALLEHR AND RRAtIN6 RF TRUSSES. MIS pj ME NMDOMFORMS,@MST Atl0 PNER�ASSOCIATiONT AND TH.E PROVISIOU Or MRS ( WERE D[51SH S UMNATI07 /YOttSAm SY �[ AM[Ii1tAR APPLY MKICTORS comamFAC AXE TATISj, AND UMLEfSTIL A663 6140 "%1- STEEL. OTNIRHISE 1ACATID 0% THISECESI09. VIS f10N CONNECTORS PER TO tDYSI A,t. Tilt SOLELY FORSCAL as THE TRUSSICOtlPONENT OTS1f.� Tog"- ttATot SOTTALLITYWE OF OAtlD USE OfMS CO ►OHP'TSFla ANT PARTICULAR RUILO7►li 13 THE t[SPOYSIR1l]Tf OF THE tlO [LD1 Rtl OEa[OtltR. fiR -- - r 1 TC LL 20.0 PS !9 TC OL 10.0 PSF C4 38A5 BC DL 10.o PSF 4mm I BC LL 0.0. PSF mm ieDUR.FAC. TOT. LO. SPACING 40.0 PSF 1.15 24.0" RET' R427 --a335 DATE 03/06/98 DRH CAUSK427 98065006 CA -ENG PBC/CWC SEON - 25310_ FROM MC (KETTLE-VALK IN CHRIS.xrIE�= TOP CHORD 2x4 OF -L #1 BOT CHORD Zx4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSf ADOITIOBAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). (1F)THIS PORTION OF*80TTDH CHORD MAY BE EXPOSED TO HIND R FORS75RE. MPH.TEXPOSUREUSS IB.ED IN 0 TO 15 ' ABOVEEGROUNDWITH UHEIGHT- ti O'l` T111S 08G PREPARED FROK COMPUTER INPUT (LOADS d OIHEHSIONS) SUBKITTEO BY TRUSS KM - CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEMCH REPORT 12949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS- PARTICULAR IS ERECTED PROPERLY. no NOTIREVERSEON TO NSURE THATTHIS 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 20 #3 OR MUUSTEBE PROPERLY UOUS LATAL ATTACHEDTO THECING SPACED 0 72.00" 0 -c - MUST CHORD- W4X4 = 112X4 (Al) s W3X4= (1d) -3-0-D--R"j 1R -v -v 27-0-0 Over 2 Supports 8-1023 N-3.5' R-1137 d-3.5' TYP. Wave TPI - 14ft T 0-030-0 11.5X4- B 1-tt-° Desi n Criteria: TPI-! 1 .• TAOsus esana ESTREME uaE En NARuw201. KARLT,G, seTPvtl�a. INITAw,L ADE ,��tay am TD Bal -91 PML319 'as"" a All DELCai /Pru Sam RT T►[ cEs PI I Pu TO LATE ;Na11AAt. S83 WOM 110 Ga.. 5117 O2O06. .SAO %IDIDIFATTO. TTjp CUD $HALL uHEMOPERLY PARiTAACM a0R10� THESE ALPnE p,aEEa[o mucTURAL P*ms. WIN CHORD Sipll IIATt A PEPP[RLY ►T TALLA MEOW CER •Ep9RIAgT.- PAR] A Copy OF Tt[t OESiW TD TW IDS INC0" - WILES IK RUM,uEll COAF dim [,i i1 TPI; My FASUCATi� W (LING *31": T 06.�YtTKUL7�W � SR4[CTFOTCorICato Is,10 �TIT,aESA,[RSCAV FOUew STaAM� PAPER 0=1014H) ° Alan 80 VIE.an �AVEHE ONAL ocsToe CONNE` dta ttNFt09 Or61- 210& At OT9EIlri tO[4LOUT[D WENMIs 0Eit6lt. PaSETta1 COMKECT4PS PERCEPT As NOTED. APPLY tAcH S 70 NwORMSItTTI 1. S,LEITTFOR TItE TRUSSI COMPONENT DESIGN SHGd-EPTTH OtAA SOMAWD E Dd OuR AYAJT►ITl'11131C ICT TE tuR DOMING [S THE RES1VMSiDE UTY Of THE eb10TN0 OESE6NG, PER BU/LD-ilV� � coUh SPAR � V DUR.LD. 41.0 PSF DUR.fAC. 1.15 SPACING 24.0' Scale-.25'/Ft. REF R427--33361 DATE 03/06/98 DRi) CASSR4t7 98065007 CA -ENG PBC/CNC SEAN - 25317 FROM HC TC LL 20.0 PSF TC OL 10.0 PSF BC Dt 10.0 PSF ow BC LL 0.0 PSF DUR.LD. 41.0 PSF DUR.fAC. 1.15 SPACING 24.0' Scale-.25'/Ft. REF R427--33361 DATE 03/06/98 DRi) CASSR4t7 98065007 CA -ENG PBC/CNC SEAN - 25317 FROM HC 1 o (KETTLE -)(ALK IN CHRIS KETTLE - T98 COM TOP CHORD 20 DF -L $1 BOT CHORD 2x4 OF' -L $1 WEBS 2x4 -0F -L Standard O PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC FORPSF AITIAL VE ACCOR ANCEHWITH TABLE116 8-$PECIALONLOADSI(1994AUBC). CD (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND N PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPH. EXPOSURE B. 0 TO 1S' ABOVE GROUND HEIGHT. M THIS DKG PREPARED FROM coMPOTER INPUT (LOADS 5 DIHEHSIOHS) SUBMITTED 8Y TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 02949 AND ER -53S2. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, DO NOT REVERSE. 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 ;3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' D.C. . HUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MU as W2X4 CAI) s OX4 ONE (M) iX4 S Ll-3-0-0� 00 11-0-0 —1 14 25-0-0 Over 2 Supports ib R -L152 W-3.5' 1 R-848 W-3.5' a: DRACIRD. Aum 10 N[eat QiAlDlleD INSTAtt tll AID ttAe [III . PEDt[smo cr TOE (171D3S PLATE INSTITUTE. 633 0•®Of[O DR.. SOITE ROD. ILIDISDN. Ill 63714). Fot MIT PNACSICES PRIOR TO ►ERFWENU TRIS£ fUNCTIONS. MESS OTHTRYIS[ INDICATED. TOO CA000 $HALL RAPE FROPFRLT ATTACIITD STROCTIIRAL PAIRS. MOTTOS cum SHIAt LTE A PRIPERLY ATIACHIO 0930 CEILIOG- •IIVORTANT" rUNISN A COPY OF 1891 OE110 TO THE 0SfA4AT CDR $OHTIAtTOR. AV.PIIE ENL[RE"10 MUM&. In. SMALL Iml of vu To Pull THE ZR SSSSS IN C05FORR0009t 11NGtOD T1 TPCLE I[OIL fATAICATIND. ANY KTIATION IKRELM SNINIRO. IRSTA ES[m An NIMH AND 6RACINO Of TRUSSES- THIS OES141 CONFORMS MITI APPLTCARLt PROVISIONS OF MDS CNATIORAL DESTDI SPECIFICATION! POVUSNID •T TIE ARERtCAN "EST AND PAPER ASSOC(ATION) AND TPI. ALPINE CONIECTURS ADA NAD[ OF 1026 AST\ ROSS 6140 DAM STEEL, $Ia.EtT At RDTO. APILT CONNECTORS TO DAC1 FAQ Of TNSS. AND UNLESS OTNNAYISE LOCATED ON TNOIS OESIW. POSIT[DN CGR LCTOCE OF PROFESSIONALU ►ER �P41SISIL17r SOLELYTgg FORSEA T E TRUSSICONPONENT OCSlon SHONN. TATtHE SUM IIITT AND USEtOrtf118 Nli CONPOKEN i"I A TPARTI AR 103LOINS IS THE NESPONS111LITY Or THE DU►tOtat OES'ONtR. PEY kNSIjTPI -9Q .T 1-IO.3 -..8-0-0 aUsL" A 16 CP F_a f -r"&!,. t: REF R427 33X6`4 DATE 03/06/98 DRW CAOSR4V 58065009 CA -ENG PBC/CMC SEON - 25320 FROM MC yw. s ,e TC LL TC DL 20.0 ID.O PSF PSF 0AWS BC DL 10.0 PSF rum * BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0" REF R427 33X6`4 DATE 03/06/98 DRW CAOSR4V 58065009 CA -ENG PBC/CMC SEON - 25320 FROM MC i J. 4 . i �*- • ' . S _. , ' urY T. c - -rTn mnma HIP GIRD (RCI ILL'TTALTI all - TOP CHORD 2x4 DF -L #1 BOT CHORO 2x6 DF -L 02 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. M ADDITIONAL LOADING (PER TRUSS MFG.) ----------------------------------- TC • 204 LB Conc. Load•at 0.06 CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER,NOR TRUSS FABRICATOR. PERSONS TO SEEK ADVICE BY PROFESSIONAL ENGINE REREGARDINGECONVENTIONAL FRAMING.A LOCAL IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00. 0.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. C� OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00. 0.c. ! MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SED O MND 04THIS TRUSSED SIGNEDOTTOM OIN ACCORDANCERD MAY BE WITH T WITHUBCI94ed. EOR 75 MPH. EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. t WZX4tAi) - W04e W3X6- THIS OWO PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCOxvATI(:t IILln Inc REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON NIP TRUSSES ® 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. YO FLAT TOP CHORD. LATERALLY BRACE fLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00'oe. ATTACH WITH 2-164 &13.2.1 FIGURE 33. OR HI8-91ILS SUMMARY4SIEETONAL (FRAME 3ETHRU 6)BOEPER HIICA-HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #1 CALIFORNIA HIP RESPECTIVELY. W3X8- W4X4$ W5X6- Wl.SX4 M W2.5X4 N WSX4- W2. 5X4 AM T 3-6-4 8-0-0 `cj 1<--3- 0, O__3 -j 7-0-0 •25-0-0 Over 2 Supports i 8v'LI-//� ��ultlr/ R-2342 W-3.5' 8-1880 W-I.S R3-1456# �ae, R3-1488# R(), f` T 'Sacmm�CAA9 8�u 11A[INO. W a! So Nn.91 r9AA0UNR INS7ALL1W ASr #4" •A. INSTITUTE. SO O'MOTtf 01.. FUST[ 100. MADISON, W 6STM muomn IMICATEO. Too CIO MMUM ►ANIIE.CT101TGN CRoRD SMI, pACIGICS. cam 07UIE A PRIMLY ATTACRTO • WORuw-- r1ritw A,cGFT or Tat Rum To TILE [Sitittu WDNCU. Mt. SLIt 10T St Qs/01 IRIS ru off OtfIAT101 I'llIDrLO T1t UVMS ro ( tr1t1A6E 0IT1 T►lt tll ►ASUMING. RAW Mat" or flosslS. TOTS 1E3111I Col►olSs MISN AP►UCAILE PAL StlaliC►nu 40USM ET T1I•matCU HEST AND PAP(k ASSOC iq flltttNAt[ 160E a 26" ASIA Ails CM IIALL wttL. [ECA" [ACR rw [F TAUS. AND OASESS OTN(AVISt LOCATED 0S THIS OE9IN INAMMU 140 CEPT R(SUR2I• 11lITfSOLELT FORTHES 'THIS 61 C TAVSsCONPONERS CES'U SNON' CC011a"IfT rag AAIf PARTICULAR 1OILDING IS THE USPONSTRILM OF ANSIIrtl 1.1995 SECTION 2. o0ulsa(D tf Vol (TRUSS nut FOR 1►►1n PRAM"s PRIOR TO do SHELL NAPE PROPIALT ATTACNFD 411I0 CULERO. nil CONTRACTOR. AL►la tHUM10 IN Uss "SM ENP rA1Lal TO CUM. ATSP11N1. UWALLIMD A10 mamom1S or Ing WIMAL OfST1N IATIOID AND Pg. ALFgT AS NOT®. AMY coRmums To 1. MIT(OR COINTCTORS PIS IN(E 6 /201[SSIONAL ENGINEER IMO iNl DOilesro e[stemll. pan AND Ult TIUS CAI-111-/-I-IF TC LL 20.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC LL D.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING SEE ABOVE REF 8427--33371 DATE 03/09/98 DRV CABSR42) 98068052 CA -ENG SAN/CWC SEAN - 26306 FROM MC �� 1 �• f ` •� t tv 1.. ,! +'� ' ��. � _ i t"� _ Tit aAnmD -WALK LTA tiR4%1v _-- Top CHORD 20 OF -L #1 BOT CHORD 2x4 DF -L 01 VEBS 2x4 DF -L Standard v PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. c: NOTE: OC CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). 0 USE THIS DESIGN FOR COMMON HIP TRUSSES M 24.0"oc. EXTEND SLOPING TOP CHOtD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEH-FIR #3 OR BETTER 0 24.00"EIc. ATTACH W11" 2-16d NAILS i 20 DIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33 ODETAIL CD110R HSUPPORT BHIPRRAFTER WITHRY SHEET RIPPLESUCA-NIPS 0 EVERY 05-07-14 FT. 0c. W2.5X4 413X6 ♦ 6 f— W2X4 (Al) g W2 X4 U W3X4 THE T!i1S DWG PREPARED FROM COMPUTER INPUT (LOADS & 01H£NS10S) SJBIG TTEO BY TRUSS KFtt. CONNECTOR PLATES MUST BE INSTALLED iH AGL.UKUf 0'-V- ni.n ..— REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DD NOT REVERSE. CONVENTIONAL FRAHING IS HOT THE RESPONSIBILITY OF TRE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TD SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 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 03 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED A 72.00' O.C. MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. W3X8- W2. 5X4 - W3X6 - W1. 5X4 M W3X10 a W3X4 a N2.5X4 = Wl.5X4 W W2.SX4 - W2.5X4(R) M i 3-6.4 -0-0 WU6= LE -3-0 16-0-0 9-0-0 25-0-0 Over 2 Supports R-1456 V -1-S" R-1488 W-3.5' T TYP. Wave TP terta: TPI- ;Z—A HO" TOM REQUIRE QINu¢ w.c ••gruss AAs Mon.EESEEVOHIB-91 IPRLIAO113TAIR1• to WSTITOIE. 661 O'ORGF10 DE.. SUITE Tom, all""' Mt s1n9). IDR SA/6Vi teAeT[ccs VAM1 E PERFORMS THESS OURAIaRS. M(IS 01MRYLA EIRICAID. Tor CHORD $HALL GAVE PROPULT ATTALeED STRUM PANELS. so1TOM a= SUU BAR A /R0IEALT ATTACHED RIGID Ci1URG. 0111 ITAMI.- nwill A COR 0/ THIS OES[M TO THE )OVULATION CDHTRACTIR. AL"a EROIREDEO My"". IEC. SR&L RST SE S[SHRS[ILE POM ART all[Anon ORO" AMS DESIM ARV RAWUIE So 1s1L0 Ut THUM is CRSTE NIgg 1[n Sol: OR rRMI{EASIS4 HIDMLRB6. SBWWI. (HsMUEE 110 S►EAfi�[CAiITOS�P01LIa110THIS sT 1HnAIA[tt`RC�OWOIOAEA ARL pASSOCTAIIA TP1.�iiilE[ REs)W CLMECIDAS ARE HAD9 OI LOA ASTO A663 U40 OALV. STOa. a[ZPT AS OSITIOo. aRMApoLl CRS PER E3 TO EAGE FACE Or TRW$. AND OELESS OTRER9LSE EOGTED ON THLS DESUN. pOS1il0E T4KIELTOIS PER ORAHINPS 1[o A•L THE SEAL OR THIS GRAMME IROttATES ACCAPIAROE Or PRONSSIOEIL EaYi[EttI= RESPONSIBILITI AM ►IRT LCULTSKEty 01 H 9ORLOI .uTRUS �OTENTRDESIGN1S[�L1TT Or THE HUILOIPR OEf 41WIC PER ITITABILITT AbD USE OF SNI$ FOPASS[AP[ 1.1916 SEGTICN I. - C11L COUNTY DEpA P A ScaTL- REF R427--33373 DATE 03/06198 D Rod CAUSR427 98065011 - CA -ENG PBC/CWC SEON - 25343 FROM MC LAI-111-1 /-IF !� TC Lt 20.0 PSF TC OL 10.0 PSF BC OL 10.0 PSF * BC LL 0.0 PSF :C TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0" ScaTL- REF R427--33373 DATE 03/06198 D Rod CAUSR427 98065011 - CA -ENG PBC/CWC SEON - 25343 FROM MC i... ... "'> •.�.. �. -HALY IN CHRIS KETTLE - T12 STUB COHN TOP CHORD 20 DF -L 91 BOT CHORD 2x4 DF -L SIL WEBS 20 DF -L Standard PLATES DESIGRED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. d NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD (ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1944 UBC)- (U)THIS PORTION OF BOTTOH CHORD MAY BE EXPOSED TO WIND ccv PRESSURE_ TRUSS DESIGNED IN ACCORDARCE WITH UBC-44ed. r` FOR 75 HN. EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. 92 IE THIS OWS PREPARED FROM CONPUIER 111PUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' 0.c. IK ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' 0.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M4x4 I= M2X4 (Al) - M3X4 a iX4 M (M) �-3-0-0 11-0-0 14-0-0 J 25-0-0 Over 2 Supports i - R-848 W -1.5w R-1152 Y-3.5' scan Cri .AlAltLING. SHIPPING. lasuluug a" 111m.• TRUSSES tE0U1P¢ Ia1T6TAl®� AND DAC1ei), PVILISM IT TPI (TOSS MATI 1RECSIR. wn TD HIO -91 REAM(*% KIDS TO Imvm � So T=OgmI M. THERM 134 INDICATED. too. RADIUM. wl TOP140SBUFSiut�E PIVIRLT R1AWO E VXMAL PROMS. ENVY(" CHORD SHALL BATA A PROPERLY ATIACNN RIGID UILML 'I"ONURT•• FLLUISH A COPY OF THIS DESIGN TO THE 6tSYS11ATT011 OpMMAG[09; WIRE fLlRf O PAOTOICT3. IVC. SHALL NPT BE RISPOPSIS16 PD Nr OIYTETIGE FROM THIS OCIll AN? fA[LtRE TO 6UILO THE TRUSSES IN D01ff0mam WITH TPI,. AR FAGNICATING, LUCLIUO, SNIPPIIIO. TNST71L11DE AND. BRAGIHO q TWSSES. THIS 0[S1tV CtN►StN3 KIN APPLICAALE PILOPISI0H3 Or HDS EMTIORAI DESIGN SPECIBICATIOR PUIIIIYEO NT EHI AEEtICAR fMfST AD PAPER ASMIATION) AHD I"- AtPiNE CQMECTOOS All 10.07 0 LOGO ASTM 06S 6140 OUT, STEEL. EECCPT AS NOTED. APPLY CORNECTOU TO ,ACR FACE Or TRUSS, RHD VILE$$ OTHERWISE LOUTTO ON THIS DESIGN. POUTIOR CoulmORB PER OI THIS ACCEPTAYE W PROFE6310NAL Mt"TREEHO DRAWINGS 160 1-I. THE SEAL CEll REEPONITLELY SPONSIBILITYASO PARTICULAR OR THE GUILD( COMPONENTtCSPDH3 [DLL [1Y OF THE BUILOIRGIa3I6tERRPi1 Ttl11 ASSIITPI 1.111S SICTION 2. T 1-10-3 *a-0-0 CA - TC I eaA.e $ 0 F EF t - �3 TC OL 10.6 PSF DAV/Og BC DL 10.0 PSF DRU CAISR427 VS&M SC LL 0.0 PSF CA -ENG PBC/CWC TOT.LD. 40.0 PSF SEAN - 25323 DUR.FAC. 1.15 FROM HC SPACING 24.0' I (KETTLE -WALK IN CHRIS KETTLE - T12A STUB COMN) TOP CHORD 2x4 DF -L #1 80T CHORD 2x4 DF -L #1 NEBS 2x4 OF -.L Standard :Lt Slider 2x4 DF -L Standard: BLOCK,LENBTH o 1.500- 0 1PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ci 04 to 041 WU4vO� 0-%-15 W5X4(El) = 'M j W4 X,4 im L -2-4-8J W4X4 W2.5X4es W3X4es THIS DWG PREPARED FROM CONFUTER INR1► (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L1240.00 LIVE AMD 1./180.00 TOTAL LOAO. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC S 8C ® 72.00` OC. 10 PSF BC LIVE LOAD PER UBC. W2.5X4TEE W1.5X4 01 W3 X4 e 13-4-8 1 11-0-0 J (24-4-8_Over-2-Suppor_ts� R-1096 N-3.5' R-855 9jI.$" I QUILDI COUNTY EPARTAdj 4 : A PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.25" Ft:" - �y ��� A1piTla>'4 UL9I "NAMEND'• TRUSSES RCOUSRE ESTRENE CAN[ IN FAEDUFAT[0N, HANe1.I1G, SHIPPING. feiSTALLtaq AND BRACING. REM TO NIB -91 11ANDLENS INSTIILLIR39 ARD DRACIIIS). PUDIISHED BY 711 (TRUSS PLATE 113T1T 11 HES O'ON01 U O 00... SHIT[ 200. MADISOn 11 13119), too SAFETT P16CTECCS PRIDH TO VI0.70RNTC. TIESE FUNtT1IR5. CRLESS DTIEANLSE INO(CATEO, TO► Coon SNAIL HAVE IROPERLT ATTACHED STRUCTURAL rwdLS. BOTTON C&DID SNAIL NATE A PROPEHLT ATIAtHED 110M Cl ILIK4. IIQORIE"T— FUJI IS/ A COST or THIS DESIGN TO TNI IIs►AILATION COATIACTOT. ALPERT FURTe111E0 fRO1pICfS, ERC. SMALL lei 0t Bt SPOIS]ali FCB ANT OI F7ATLON 5801 THIS OESIGt; ANT fA1LUI1 TO 10:La THE TRUSSES IN CINEIRMANCE WITH TPI: OR FARBICAT919, MAIMING. SH[PIPIRL. INSTALLING AND OAACINO of 3801111. TIES OESIGI CMI1711 KITH APPL1CAe11 P2011SEOIS Of NDS (NATIONAL DESIGN WerrICATIOA SUIL[S211 97 TIC( AMNICAN MITI AND PAPER ASSOCIATIOS) AND 111. ALPUE CONNECTORS ARE HAOE or teak AtTH RDI) CRAG CALF. sIIIL, E3CEPT AS NUTIO. ATILT CONAICTONS TO EACH rAEK UP TRUSS. AR0 OBLITS OTNfANISE LOCATED 01 TNIS 01916N. POSITION O0R►ECTARA PER DIANE" AeO A. t. TRC SEAL ON THIS EUTAYtN6 INDICATES ACCEPTAKCE Of IAD/E1S10/AL tRGlIEE0.1N6 RISPONStat11TY SOLELY ►OR THE TROSS tWOMINT DESIGN SIMM- THE SUITABIIITE AND OSE Of THIS COIIPDNCNT EOR ANY PAa71COlAA aU1lD11D1 IS THE R[SPOISIe[IITT 0► INE.Bu1l0IRGOIS16MLp. PER MIME 1.1991 S9CT1OI 2. _ �ti Q w y � Apr D7 98 �O D E U * � (.`�j/(1. OF�,glyf TC LL 20.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF GC LL 0.0 PSF •TOT.LD, 40.0 PSF REF 8427- -53152 DATE 04/07/98 - ORW CA95RA21 98097005 CA -ENG SAH/ 6WH SEQN - 31942 DUR JAC.. 1.15 FROM MC SPACING 24.0" t ..n„ .• ..•. w Tw ('007S KETTLE - T13 STUB COMM TOP CHORD 20 OF -L iµ1 BOT CHORD 20 OF -L #1. WEBS 20 OF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IACCOROANCE W170 TABLE 16-B•SPECIAL LOADS (1994 UBC). N W1. 5X4 T 1-1-0-3 r W4X4 m THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMEHSIOMS) SUBMITTED BY TRUSS Mr -R. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 -AND ER -5352. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGIO CEILING- OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00° O.C. BUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. iX4 D N3X4 - 112.5X4 - W2. 5X4 m W3X4 = I 11-0-0 I1-0-0 _I 22-0-0 Over 2 Supports 8-860 4I-1.5' R-880 Ian Criteria• •Y'ANain.• I"q KNERE ENLIT]R LUL w rw•.w.•... ... RR ouL PEFtR 10 611.91 p=tln ]ESTAtlleR ARI 1NAOIRW. PUALlSHEO DT TPI ETIU55 PLATE ITTETUIE. 607 D-OWIQ IA.. 397TE LII. RA9tUl. n M SW 1%. FOR SAFETY PRACTICLS PRIOR TO R 111FOR usE TTlBCTIOIS. "Ls 1TRIRRTSE I91ECL116. Top OHDRD SNALL BASE 9WER►T ATTACHED syelutHSAL rARLLS. 1011OT1 426D SHALL BATE A FANCILY ATTACHED R[Od0 EfRiATi •ilmrlTAEi•• rotNISN A CM OF THIS DEtEGR TO TRE INSTLLLATIDN COURACM Alf"t ENOIRIRID MODUM. ICC. 3=1. UT IE /E3fOlS M FOR ANT DST[ASION Fan me, 1[f7E8; ABY ►AILDE! TO RBttO Tit SUSS¢ 11 C uofb�� yfiCOUt"U1S �ITM Un"I � � WS E o1S IRAt1u er TENSTAILM W4 R/tS[S SPECIFICATION PE/LESREO 0 THE &MICA" FOReST AND PAM ASROCIATIOU AIH) TPR. /VD01 COIIEStols AIL WE Or LO9A ASTM Aso GII.l aw STCEL. EXCEPT AS 110710- A9llY aDYNERORS t0 EAU FACE OF TRUSS. AHD UNLESS 00121"SE LOCATED ON THts DESIGN. POSITION CDHNECTOHs ►ER ROlAyINISES►OHSI 360 A SOLELY FSEAL OR THE OX%THIS CDMPONCIIT DESIGNTSNNES Y r E UlTAR 0.ITY AAD USETOfLTRIf COMPONENT roe ANY PARTKOLAE SUILDIRG is THE RRSYO112191UTY Or THE BUILDING DESIMR. Flit ANS109t 1-1999 SECTION L. _ CA - - /tv S TC LL 2 PjSb F TC DL 10.0 FSF fi 03 BC DL 10.0 PSF DRW to SR42 s SC Lt 0.0 PSF CA-EWG PBC/C' TOT.LO. 40.0 PSF SEAN - 25330 DUR.FAC. 1.15 FROM MC SPACING 24.0" N .. ursTl c . TTA .STNS -NAIr on ..m.... - TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 OF -L Standard ;W1 20 DF -L #2: :W2. W7. W12 20 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. �iADDITIONAL LOADING- - (PER TRUSSMFG-) N IZI .-E 92 rn E BC - From 426 PLF at 3.00 to 425 PLF at 14. 00 BC - From 729 PLF Load Y1 at 14-00 t o00 729 PLF at 21.00 BC 87! L RECOMMENDED CONNECTION FOR TRUSS $98065009 FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON LUS26. SEE CATALOG C PT95H-1 SUPPORTEDNMEMBERSERAVECITICA DENLUNLESS LUMBER ANDRWISE MINIMUMEED. HEEL HEIGHT OF SUPPORTING GIRDER. (H) ONN£CTION FOR TRUSSES ;98065011 5 #998068032 FRAMING TO THE BOTTOM CHORD:, SIMPSON HUS26. SEF CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. EUNLESS 0t1DENTICAL �116ERE1AND MIRIMUM HEEL SE SPECIFIED. PHEIGHT OFF SUPPORTINGPORTED MEMBERS HAVE GIRDER.] WSX6 (R) 61 W2.5X4 44 6r W3X4 417X60 1-I -3W1 415X8 = W414 a 405X8= W3X8 (R) N H7X6 z N7X6 H5X12 (R) 11879{ W4X6 a (w) (H) �C-3-640 A-6403 W-3.5'14-0-0 R-7254 W-3.5' j 11-0-0 J 25-0-0 Over 2 Supports ulatlp TPI -95 Dest n .nn Criteria: TPI -95 STO _ _ _ _ __ .um t>tltn U. SNSTLLL[NG !1A ��t T THIS DNG PREPARED FROM CON,POTER 1N711T (LOADS A OIHENSIONS) SUHHITTED BY TROSS HFR. 2 Comp i ete ) TUSSt:,5 mc4u 1 1 cu NAILING SCHEDULE: (12d—box—nails) TOP CHORD: 1 RON 0 12. 0.c - BOT CHORD: 1 RON @ 3' o.c. WEBS : 1 ROU 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER HAILS in EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IA ACCORDANCE WITH THE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT $2949 AND ER -5352 - THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC•LOCATIONS. PARTICULAR TRUSCE IS ADVISED DURING INSTALLATION S IS ERECTED PR ERLY. DONOTENSURE REVERSE. NOTE: QC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP 0 24.00-DTO o.c.BEINRADOITIOR, APIRLY 1I610ATTACHED CEILING ORR2x4SSAED #3PHCF. OR BETTER CONTINUOUS LATERAL BIACING SPACED 0 72.00' O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W)THIS PORTION OF B01TOM CHORD MAV BE EXPOSED TO WIND PRESSURE. WITH 113X8 � FORRTDESIGNED ACCORDANCE U MPH. EXPOSURE o 79 IS- ABOVEGROUND DHEIGHT. W4X4 ft,` W7XG (R) 4 TRUSSES RmANL u.asu u.ni r-........ - UMNS We TD REB -91 ottNDLSRO IRSTALUNI ARD MRAC9161. EOILIS" RT TPI EtnnsS PLATE USTrUUM. 685 D.OxOIEO DR.. SUITE 300. MADISON. NI $37191. TO SAUTT ►ILCTICLS PRIOR TO PFRiWR'IS SIMI PWICTIONS. UNLESS OTIIMISE TUItVTO. T9t too" SHALL RAPE PROPERLY ATTAIIRO SUUVJML FANELS. 601TON CHORD SNAIL MITI A PAO?IALT ATTAM USED "IUNO. `IMPORTAIT-4 fORN1E6 A COPT of To$ MICR ra TEE: lKsta"TIOII COxUKTaN. ALPUE UG1a1110 PR000CTS. IMC. SHALL NOT a ItS►OMSIELE FRI All ME►IATIU FROM VMS DESKS 1011 "'LOSE TO ffggtD NO 62.413 oMRU�SI�RSOPiluKEC fnT,�� of TRUISM. TsiLIS001141011 ty1w P3oSURSOF ("T� ias W1011EATIOM POIUSNEN IT Tat Axtuca FOtEtr Alp ►A►ta AMCIATION) ARD TPI. ALPUi pRR[CTORS All RAVE OF SORA ASSN AA5t EAA9 &ALT. PEEL. ESCEPT AS RKCD- APRT CO2UNIS TO E►n FADE OF TRUSS, AND U►Ess OTRERHISE LOCATED ON TRIS OCS[ON- POanaN CONIECTORS PW DIAN INOS lED ►3. TN[ SERI ON THIS DtARl MO INOICATES ACCEPTAM OF PROSESSIOMAL EMSINEERIND NES/WSl6[tt1T SOLEl7 104 1N[ TRUSS COXPOMERi•OES[OM SNONR. "M SUITA9I17T 'RD USE LD CplP01tAT FOA Jilt PALTICULAt MUILOIB6 IS THE RES►011aitllN Df THE 6U ROINO OESISM[t. PIF THIS R ANSI/IPI I -19t$ SECTION 2. 1J3X4,(A -0 0 co L �1� CA - 1 - - - F Scale -.2 Ft,V TC.LL 20.0 PSF REF R427--333 5 TC DL 10.0 PSF DATE 03/09/98 BC DL 10.0 PSF BC LL 0.0 PSF TOT -LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0" DRV CAUSR427 90068033 CA -EKG SAM/CWC SEAN - 25397 FRDM MC .:� �: ' •� !� ., . r. .,. — unun HTP GI -WALK IN GNR►a Tccr.L< TOP CHORD 2x4 DF -L 01 BOT CHORD 2x6 OF -L 02 IIEBS 2x4 DF -t Standard :N8 2x4 DF -L1: I` PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N d ADDITIONAL LOADING (PER TRUSS MFG.) ----------------------------------- BC - 2427 LIN Cenc. Load at 12-00 8C - 1040 LB Coll load at 34.00 IBILITY OF E TRUSS DESIGNERPLAFR AMI NG it NOT EUSER.IORR[RUSSESPONSFABRICATOR TMPER ONS PROFESSIONAL N RUENGINEER EREGMOING CONVENTIONALAUTIONED TO SEEK DFIRAMING.CE BY A LOCAL aD NOTE: CALIF RNIA R3 ARE FOR CALIFORNIA HIP AND RESPECTIVELY. N LIEU Of RIGID SHEATHING: OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 1 24.00. 0•c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. wit BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. (UST BE PROPERLY ATTACREB TO THE BOTTOM CHORD. �)(p) CONNECTION FOR TRUSSES #98068002 6 #98068003 UPECTIVILT. WToHEolHOROR MPSON S262 (UNLESSSEECAT PT95HIAILIISPECIFISH OTHERWISE UMBERIAND MINIfMH HEEL HEIGHT OFMSUPP RTINGERS HAVE I DENTICAL LGIRDER.1 W2.5WO W2.5X4- 4(5X4= 6 r - THIS DWO PREPARED FROH CONFUTER INPUT (LOADS A DIMEH51085) SUSllIlltu eT mv4- nr� s2 Complete Trusses Required J NAILING SCHEDULE: (12d -box -nails) TOP CHORD: 1 ROW 0 12' D.C. BOT CHORD: 1 ROW LR 11" O.c. WEBS : 1 ROW ® .4" o.cSEEOUAL PACING BETWEEN R;WS SPLITTING. STAGGER NAILS IEACH ROW TO CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS- PARTICULAR CARE IS IS ERECTED PROPERLY. DOVISED DURING LNOTION TO REVERSE�SUR£ NOTE: BC CHECKEO FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -9 -SPECIAL LOADS (1994 UBC). #I HIP CONED TO SUPPORT 7 -00 -OD RNER SETS WITH NO NESS. SETSARE CONVENTIONALY FRAMED - USE SANE DESIGN FOR ONE -PLY CONNON HIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT 70P CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER ® 24.00"oc. ATTACH WITH 2-164 NAILS a 20 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33). OR HIB -91 SUMMARY SHEET CRIPPLES THRUI EVERY,0OR DETAIL CDIIO. SUPPORT HIP RAFTER WITH SHIN ALL SUPPORTS SOLID TO BEARING. 7 ` V5X6= W3X6= W3X10= W2.5X4- W4143 604X4 PqIW3X T W4X6 1-1 .3 U1.58� 604X6= 2H27# W5X6� 1i5 (R) m N1.5X4 0 U4X6- U4X4= 602.5 c ��O# 16 -a -a 9-1990 32-0-0 N -I S7 >r-3.5' 4 - 0 - 0 R�214 p� R3-379# 36-0-0 Over 3 Supports ` R3 -487f J -R-6013 10-3.5• R3-1294# CA - 1 - - - f Scale aJ'.I8n5 nocian Criteria: TPI -95 STD 0 PSF W1.5X4 M T 3-6-4 U4Xlit` C +TNtt{!tKSCi LiODtPE [n"enc .n.. - tOAC16. tffEl TO MIS -91 (IIAImLTM6 ImstIIURt AND CRk[eiI. PUI![3IIt0 /T T rOCR $0111 FIACILCES loeFnt t� F0Te� �SEaTeM. 16 Ii�iCATED. iCP3DCwc SULL #1 FRWIt[t ATTOAOCO ,Trxw I t ris. Cha cam; S M[to, A 901`9113 ATTM Lo t� u��M- Amu HalDtetEO ,]ppIEU1T•• FWI ttODa[TS. Uig. ILURE TO eNLLI 60T t[ yCSpO)f13t1[ FIN VD ICTIATItt FtOR TTe3 D63te: W FA AND Lotto Tri TATntEs TO CORFattAUE VITO Tot; OR UtEtUA I" ett3t3NO. Sell p[nl�[e0 Tu Tiui��romER AI1T�ulr RIACINO byQAtEIT tPTOCAT*4AmTP3'eiPINC SPECIFICATTAOISTS' ST ►aALo. STEEL. EXCEPT EACH 'ACE DF E RATEss. or u As OTeER01S4,1OW[0 QA Tei DESISL MUM COMICTotS PER To tENOtfttTIUS CMI NO il[ri E. Tot DSIAL 4DN t TNC TtIKS C01DON[eT O[StINDIo SO". ES T Tits MHA CP ILIISTTO[tD NNL OIL Of THIS I uu ni�1 ORAftS ? PARTt 7� tULDIMO 15 In OESP-Moo 3TT at »t[ ttl3lDT[G DES[OeEll. F[t REF R427"33391 OATE 03/09%98 DRU CAUSR4r7 98068004 CA -ENG SAM/CWC SEAN - 254.9.4_ FROM NC TC LL 20. TC DL 10.0 PSF .9e am BC OL 10.0 PSF I * BC LL 0.0 PSF TOT.LD.- 40.0 PSF DUR.FAC. 1.15 SPACING SEE ABOVE REF R427"33391 OATE 03/09%98 DRU CAUSR4r7 98068004 CA -ENG SAM/CWC SEAN - 254.9.4_ FROM NC THIS ONG PREPARES FROM COMPUTER I11PU1 (LOADS b DIMENSIONS) SUSHITTED BY TRUSS HFR. r• _ 'rima MnHn GIRO) _ ...'ru TUC (KETTLE -WALK IN cnnta I'-' TOP CHORD 20 DF -L *1 BOT CHORD 2xB OF -L #I NESS 20 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER nOS-91 TABLE 7.3.3. ADDITIONAL LOADING (PER TRUSS MFG.) BC - From -- 440 PLF at0.00 to 440 PLT at 4.00 �'I I . SII 1 A2I .1 EI ECOMMEBDED CONNECTION FOR TRUSS #98065D10 FRAMING FROM THE OTTOM CHORD AT 24" o.c.: SIMPSON L.60THSEE CATAERWISEPECLG IFIED 5H-1 OR NAILIBG SPECIFICATIONS. [UNLESS IIPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL (EIGHT OF SUPPORTING GIRDER. W2.SX4 T 1-10-3 112.SX4 a 141.5X4 W TIG . J A -i B 1-0.0 Oiar 2'SEpporta- R-1040 N-3.5' R-1040 W-1.5' TP CORNECTOR PLATES MUST BE INSTALLM an "uvnvrul� ... •• - REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF' ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -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 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED N 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ia: TPI- '11WI( 10 ►ADIICAT ISR. PDIYiI]9B, St [PP 11I®. IMi..�un. ear •YANI3NG'• twssES itEOU[RE OITRE><E JUC100. RgfR 70 830.91 (RAAnMG 103TA1190 189 IUCI40I. PO1i1S8E0 U 7P1 (<RISS PLATE 3e9T1TOTE. b03 9'OEOT10 OA.. Alit[ 200. 3110Is09. It 93719►. rot SAFETY PIACTICE3 PRIR TO SiROCIW" PANELS, 001TOi LE(R4 30"1 E19EsA ►tOttOLi ATTTACN 0 ¢[GID UC11 3 PRODERL7 AttLGiFD '11O01TAaT•' 11t3CS71 A COPT o< THIS 013108 TO IRE USULLATIaL C=tYACTo9. lU►T0E R9ISEEEED P1000CIS. got. PALL MT 0E ICSr9 UMC FDE VT 9"'EA"mt TIN TICS 1lt5I0f1IP1. 1ABY E TO 19311 GEE TIMES, (R cOATOf q"Dois3: #k FARItCASIIG, t31OL1ND, SeTP0BSTALLINOA� 1lllR0 OtACAAO OF TRISSIS. THIS Onju CODTORRS RITII APKICAILE rR0YI5[Oat C5 UDS (0AT[OAAL DES[i9 bftpF[pilOt ►uDLI SEtD 0Y IRE 1RE0lCAN FORM AND MR "SOCtAT[Wi AM TPI. APUCI E�cfu oT vic ilrro aE33 BO AM 0 O - i 04SM srE03mGD 00111,0 913 PER ra DRANI09R 1w 1.1. In SIA OR TIIO OtNDIN 1�S,�T� �TA0111 TB[ IUtLIi1L2Tr0u► iulanT3R01i RESPO MISL TT "ULx 101 THE 1 CWPOROII CM,pTKf OR AIR YCTWRCCLY MIILDOIO IS TUE RESPala113L3TT OF Tot 4Y3Ut 3E0 OESIGUA. Pi T r� cou D'" `G D "' ��j � p D CA - 1 - - - F Scale -.375 /Ft TC LL 20.0 PSF REE R427--33399 y . TC OL 10.0 PSF DATE 03/09/98 BC DL 10.0 PSF ORW CAUSR421 96066003 * Tk 8C LL 0.0 PSF CA -ENG SAM/CHC TOT. LD. 40.0 PSF SEON - 25487 Of DUR.FAC. 1.15 FROM MC SPACING 24.0"' i Ed -WALK IN CHRIS KETTLE - T16 HORD HIP) TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD n- ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'ec. EXTEND Tp SLOPING TOP CHORD OF TRUSS AND JACKS TD NIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 REH-FIR #3 OR BETTER a 24.0009t. ATTACH KITH 2-16d NAILS d 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 TNRU 61.OR CA -HIPS �i DETAIL CDIlO. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 FT. ae. W2.5x4 0w3x6 = '2.5X4 0 143X10 6 W5XB !!m W2.5X4,O THIS DWO PP,EPARED FROM COMPUTER INPUT (LOADS E OIMEHSIONS) SUBHITTEO BY TRUSS RJR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. 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 PROFESSIORAL ENGINEER REGARDING CONVENTIONAL FRAMING. SHIM ALL SUPPORTS SOLID TO BEARING. IM LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 01 24.00" o.e. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 48.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W1. 5X4 N w2.SX4- W2.5X4 - W5X4Him T- 3-6-4 tI T-0-0 W1 .5X4 M 113X8= W30 c W1. SX4 n M4X4 (R) M W3X6 = W4X12 sm M2. SX4 a W5X4 a 141. SX4 16-4-4 6-0-0 l 30-0-0 _I 36-0-0 Over 3 Supports 8-558 W-3.5' 8-2949 N-3.5' R-1156 W-1.5" 19, c UA F Y V 5 Desi n Criteria: TPI -95 STD �•VAAHIIIB•• TRUSSIS atWiRt UUME:Ant IR nitlwioa. aANmtNe, suiPPtaG, LISTA U[a0 ADD Iasr"'aR AND IRAgm). Maus a TPI mmss PLANE TD Its.it )IANOLINC IO pp1A � 1H. �LI_ 0 PSF TC LL 20.0 natio. wa INSitme. 6a3 I'QROfb Bs.. Shit 200. RHDISON. Yl 63719). FOL VIIM PRACTICES P1LaA TO PSIFOBA11t0 TRSE Y,WCTtO3S. OOltii plittYtSE 1HOICATED. TOP QCOO SHALL HAVE PROPOULT ATTACRIO ,sB �d C TC DL 10.0 PST SIIUCHIIRAI tLtl1. 1DTTOR CNDND SHELL ROE A PROPERLY AITACULO R101D caulm. MUS stON t0 in[ USTALIATICR ODSIARC101. 1004 INIMEEREO rO NM ACOPY, m Dt BC DL 10.0 PSF Ii�ORTAYT�` nom HUMNas DESIGN. RU6TALLUM AMD s(cu mm nOR HUS; iN CmpotHANNCCEE 11111 TP31 01 pAgART u u Tu .. * BC LL O.O PSF U43111 V YmS4S. THIS 9ES1RN COHTOLRS HIM APRICOU PRAVtSIOM OF NOS (NATIONAL DIS16N S►ttinemin P14LISHEO IT THE AMERICAN FUREST AND PAPER ASSOCtAnaN) AN TPE. ALPIRI TOT. LD. 40.0 PSF Ca1RECTat3 ARL RADE OF t01A ASYN AGSI 0110 IAL1. alit. IZWT AS NOTED. APPLY ROMEO"$ TI OUR. FAC . 1.16 EACH TAIL aP RUSS. AND UNLCSS OTHERNISE LOCATED OR 1H1i DESIGN. POSIIIOR CONI6CTDIS PER 1tAIIN61 110 A - t. TN[ UAL 0 TH t3 DIANENO tmHcATt9 ACCEPTRU OF PRMSSIONAL tNOINQt11a 01 aniiur ioiiNLl PAPAariDCAULA0 It LOtHoai3DTHHEERtSOOYNa1m TY of = w OOM OCS14Ht t `Tats SPACING 24.0" AUUTPt 1.3"6 stats t. Scale-.187511lft REF R427--33401 DATE 03/09/96 ORW CAUSK427 980sa015 CA -ENG SAM/CWC SEAM - 25504 FROM MC WALK IN CHRIS KETTLE - T17 STUB HIP CARRI TOP CHORD 20 DF -L V :T3 2x6 OF -L #2: BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. I JADDITIONAL LOADING (PER TRUSS MFG.) ------------------- BC - 455 LB Conc. Load at 29.50 BC - 601 LB ConC. Load at 33.50 N CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE HANUFACTURER. NOR TRUSS FABRICATOR. PERSONS �`- ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (Al SHIM ALL SUPPORTS SOLID TO BEARING. IN LIEU OF RIGID SHEATHING: �i TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" a.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. MOR UST BEEPROPERLYCONTINUOUS ATTACHED TO THEBRACING BOTTOi7SPACED 72.00" D.C. CHORD, CD r;- r� LL. A 11 T N2.5X410 II2.SX4- WSX12- w2.5X4 0 111.5X4 B T 1-10-3 W2.5X4 THIS DAG PREPAREO FRO14 COMPUTER IHPOT (LOADS 6 D1H-eBSICNS) SUBMITTED BY iRU55 ALAR_ (A) 1X4•#3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 14ATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -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 20 HEM -FIR #3 OR BETTER 6 24.00"oc. ATTACH WITH 2-16d NAILS 6 20 DIAGONAL BRACE PER HIO -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05.07-14 FT. oe. W4X6,m 1140$ N2.SX4- N5X4(R) Q N1.SX4 0 W4X4 sa 455 N4X4 - 601$ W4X6= 1^« 1 5-4-3 -0-0 Lee16-4-4 'I � 7-10-6 28-1-10 _� J�0//V� f f 36-0-0 Over 3 Supports i �J� 8-576 V-3.5' ZZ R-2978 W -3.S" R-1746 " r� PA Design Criteria: TPI -95 STD CA - 1 - - - F S e . �67 SSACINa. 11111 TO tlIt•91 OIANOLINI )MSTAALmO ALO FRALINM), PfNLI EO if 01 (TLUSS PLATE 1NSTtTOTE. 503 0Olar10 OR.. SfItY 250. MARISON. u, S3ri9). ►OR sum PIALTIcEL PRIO2 TO PERfnf111RS THESE =1IWS. Mass OTHER" "MICATIO. TOP CHORD SHALL NAVE PRDPERLT ATTACHED SIROQURAI PANELS. 107T011 QM SMALL SATE A SNO LALV ATTACHED 0111D CgUNe. -ENMTANT-* rORMLSH AWT OF THIS DESIGN TO 90 USIALLITION cONTRASTOL At)IfE ENSU UM PNODOCTS. INC. 1NALL NOT OE MSP42U M fOt ANT OEr1:THN M" THIS DEM N; ANT rAUL*e To NUIMD at TNOSSMS IN Caro.. IITO TVI, Ot rAWCATIND. HMOLINO. SNI07II15- 1NSTALURS AND Slug uI RO �►W�EtMo aSTttSURIUN�FOE� ANSQw.TPLUR �OCiuIft dID Vs. ALTD� DISIGEI . OKI COMECTOOS 110 anis CONICErACf K tRTORS Alt nL A6 A&A NEIESSTSTNESNISEALOCATED anE. DUOT AS TNIO Nuf r. P0�011 cOlOscran FIN DNASUMIS Uo A-E. ENE SELL IN TRCS DRIYINR ENDICATIS ACCEFMI OF PNOFESSEONAI MNOENf.MNtMM WDOauua �LiinCfllt PILDE o S, TMLTREVOWINILIITr OF mW �LOCIS U3[� MR THIS ANf1JTP1 1-1555 BERM 2. - - W, TC LL 20.0 PSF REF R4 -3'1#09 9s � TC OL 10.0 PSF DATE 03109J98 p381b 7O BC DL 10.0 PSF DRW CAUSR427 98066009 8IOi0J1 * BC LL 0.0 PSF CA -ENG SAM/CWC TOT.LD. 40.0 PSF SON - 25536 OUR.FAC. 1.15 FROM MC SPACING 24.0' a CV O d H Z' n w TKETTLE-BALK IN CKR15 KtIlLt - 111/1 b1U11 nlr- TOP CHORD 20 DF -L #1 BOT CHORD 20 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 120j � 336 W1.5X4 Ill �f W3X8= 5-4-3 W2.5X4DID W1.5X4 9 wr-MUCI CIIDMTTCn Dv MUCC UCD DEFLECTION HEFTS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING, SPECIAL LOADS ------(LUHBER DUR.FAC.-1.15 / PLATE OUR.FAC.-1.15) TC - From 60 PLF at 0.00 to 60 PLF at 0.86 TC - From 2 PLF at 0.86 to 2 PLF at 4.86 TC - From 60 PLF at 4.86 to 115 PLF at 8.50 8C - From 20 PLF at 0.00 to 20 PLF at 8.50 TC - 120 LB Conc. Load at 0.86 W1.5X4 III TC - 336 LB Conc. Load at 4.86 WZ.Sx4E3 �6-0 Over 2 Supports- R=462 upports R=452 W=1.5' R-551 W=1.5" T TYP. Wave TPI - Alpine Engiiwnd SMva CA 1EfG. MS 5- -7 --0-0 ;XR Design Criteria: TPI(STC -NAMING- TBOSLES BI09ERI [FTRENI URE EN FAIR1CATt". IIA101)N8. SR1P►rab, LNSTAILINO AND O&ACTNL. RIM TO NTD -91 (RAIOLINR INSILLLING AAD GIACLIC), PUBLISHED BY T►E ITRU9S PLATE INSTTTOTE. SW O'010►1I0 DR.. SUIT[ 200. NMISON- YI 931)!). t(A WEST PRACTICES PRIOR TO PERFORMING Tat$E FWCT701t. In[$$ OTNER1l7Sf INDEC11119. TOP CROWD SHALL HAIL PROPIALT AITAMIO STRUCTORAL PANELS. OOTTORCIOAD SAALL RAI1 A PRUPINIT ATTACNFO MID CEIIILT. •TtSIORTANT"• Fl10A I SH A COPT Ir THE% DESIGN TO TME 1NSTAttATEBN CONTRMFON. AAryR6 061111811)PRORTi , ENC. WALL NOT GE R[3f0CSIBLE FCL MY DISIAT10N MOR III$ DESIGN: ART FAU DIE TO SMINtTRiT TBOttEE tt CONFORMANCI PITH T►I: OR fARRSCATIN.. NANDLICS. SHEPPINB, INSTALLING ATO NtAC ENL 0/ iRUSiES, TNIS p(S[6I coNORID: KITH AfFtICA811 PN091LIONS OF NDS (1NT10NAL DESIGN f/EC(P LCAT (01 PLRN. tSNEO Bf Ta AREN[CAN FWEST AND PAPER ASSDCIATION) AND TPI. At PINE CORN[CTORS AAE RAN OT 20RA ASIR M3 6M0 GAY. STIII. EICIPT AS 20TEO. APPLY CORBECTOIS TO 2ACR FAC[ Of TRW. ANO UNLESS 07HERNES1 LOCATED 62 THIS 015169, POSITION WKNICTOIf PER DIANEa65 190 A-?. THE SEAL 01 THIS ORANIN5 D1OICATES AM PTAICI Of PROFISS1aNAl [NCIAI11186 RESf01SIUILITT S�NIY FOR T1I TNUTS COR►DMfNT DESIGN SNUYI. 19t SUITABHITT ANO USE or TRIS CONP00TNi f0R AIT ►ARTLCOLAM IOILDING IS THE RISPOYIIDILITT Of TdE allTLD90 OES16NE1. PIR ANS[1F11 L•1999 SICT70N t. /N/ REF R427- 53 DATE 04/07/98 DRW CAOSR427 98097006 CA -ENG SAM/GWH SEON - 31949 FROM MC 1A►1-JA/-1-1-1r TC LL 20.0 PSF `9 TC DL 10.0 PSF Apr 07 198� No. BC DL 10.0 PSF BC LL 0.0 PSF * TOT.LD. 40.0 PSF C/Vf1- P DUR , FAC . 1.15 LOADING SEE ABOVE REF R427- 53 DATE 04/07/98 DRW CAOSR427 98097006 CA -ENG SAM/GWH SEON - 31949 FROM MC IN CHRIS KETTLE - T17A STUB HIP TOP CHORD 2x4 OF -L $I BOT CHORD 20 DF -L #1 WEBS 2x4 OF -L Standard to PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CL- NOTE. BC CNECKEO FOR 10 PSF ADDITIONAL LIVE LOAD .ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN fOR COMMON HIP TRUSSES 0 24.080c. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT ti EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE .1 FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00"0c. ATTACH WITH 2 46d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 flFIGUREDETL 33,CDIOil "10-91 yIPRRAF"TEE NIFRAME 3PLESU® ) ORYCA-HIPS 05-07-14 FT. 0C. 412.5X46 6 r 412.5X40 0 112.5X4 T�- 1-10-3 tb P: 4 it 112.5X4 MUS 4 W1.5X THIS cmG 4REPAP.ED fftOK COMPUTER INPUT (LOADS & DIMENSIONS) SUSKITTED eY 7R'1SS Mf R. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B-0, RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING TRUSS INSTALLATION ENSURE IS ERECTED PROPERLY. 00 NOT REVERSE. THATTHIS CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE ERECTING TRUSSES ANARE CTC CAUTIONED TRUSS SEEK BADVICERPERSONS ALOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. SHIM ALL SUPPORTS SOLID TO BEARING. IN LIEU OF RIGI6 SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACNEO PURLINS SPACED 0'24.00" 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 ATTACHED TO THE BOTTOM CHORD. X4(R) B Y11.5X4 D 112. SX4 - _1 16-4-4 16-6-0 10-0-0 26-6-0 Over 3 Support 1 �� kl. R-19414-3.5" R-SB9 1_1.5' R-672 W-3.5" - 5 Desi n Criteria: TPI -98 ,.B�p .. 1Bp3gS NEOJIA[ ElTNE1E CARL IN fARA1CAi[ER, tMOL1A6. StUY 13. [BSTLLL[NR ANE 1�RSISf jpTE t sfa D 0HO110 Vt.. lupi 1W lUiiov. VI AID '` SIJ11.1t PO,fcn sASREEstn r�rtA[cn PRIOR To IRSTIIIitN. TBISL it eftORS. C&Un OTNfMUSE INDICATES, T0/ CHOLO SHltl SAYE pgantIY AIUCd[O STRUCTUTAE ►ARILS. iOfiOR CmDiU SMALL ®EYE A FROPEnt AnACRID RIM ICEILEN4. SllD&VAAL PA 101505" A COM S Td1I 0[3t6R TO TNI IBSILLLATIDR CONTRACTOR• ALf31E imunuEO MUMS. , INC. BULL NSY R[ tf:3PON3tRE �0I ATB OEVEATIot E=OM IRIS OtMor AMI TAMIE TO BILI TRE 1RUSSUS t[ COMIRAAEE MEYY TVI: CA fAUI[71TIRR wMtR0. LIOPpYO. GESTLLlI10 AAO SIjArHCIItGTIO•EPUII lENE1 OT THE ANEtICAB ESI.ESTDEMON 011FOARS � ND P1� ASSOC1AilO� ueD•or IMS ALTIOM lti� OT31GR CORIECTUS ARE Ion OF SOCA ASIR AM GM MV. STM- at➢T AS NOTED• JVILV CO.U[CTOIf TI 11. WE OP It" I" 'ESS OTREWISE IOCATGO In "I MffEAKE CG, nottSSS GHAOUNORS wenEpns ORAR1R62 IGO A-E. Tec SEAL im THIS OAAHthO RESPOUSULIPf WULV ►0! THE UIUS! OORPOn" DESIGN Stf RRN1. THE 3U!!AD]L11Y ABA OSI OF THIS tTTEECULM WILOINR if TIE at3PaRStRILIn Of TRE ROTLDUC OISISK11. M C01!<�01[Nf3 UAL MJ7� ONG 91E�U0� 'STD 04 IL 9 98 .e Lr, laws 1-H - A.� TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF --- - --- - REF R427--3340 DATE 03109%98 DRW CAUSR427 98068005 CA -ENG SAMJC4IC SEQH - 25514 OURJAC. 1.15 FROM MC SPACING 24.0' 5 VCTTI L-_LI•L V TAI r14RTS KETTLE - T18A FLT HEADER TOP CHORD 2x4 DF -L #I BOT CHORD 2x5 DF -L #2 WEBS 2x4 DF -L Standard 1LA7ES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. hODITIONAL LOADING (PER TRUSS MFG.) --------------------• BC - 590 LB Conc. Load at 2.00 o°Q I W1.5X4 M Cy R ri W2.5X4 - W2.SX4 = W1 .5X4 a b90f t -0-0 Over 2 Supports—� R-4SS 41-•1.5' R-465 U-1.5' TIIIS 0VG PREPARED FROM COMPUTER.INPUT (LOADS 5 DIMENSIONS) SUBNTTTED eY TRU33 KIR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICATOR. ROTE: 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 0 24.00" O.C. IN ADDITION. A HIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL 62ACING SPACED f 320.00' 0 -c - MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (H)IEUNOWD CONNECTION FOR TRUSS #98068005 FRAMING FROM THE BOTTOM CHDRD:`,SIMPSON LUS26. SEE CATALOG C-PT96H-1 FOR NAILING SPECIFICATIDIS. [UNLESS OTHERWISE SPECIFIED. SOPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. hum]"" TAOSI[S "01Eialixenr. ua. 1.......«•-..• ILUINS. Urn TO lite -go INA nlm IMALL.1N11 AID "M119%. PUeLTS1lED 87 P►1 (Tt053 PLATE INSTITUTE, M D•DROFID OI.. IMF[ 1100. HADISM- NI FA7191. FGA SA/ETF PtACTI CIt P►TT1gRIOR iETOO f[t►OANIRG TNISI FUNCTTOAS. ON= OTHENIISE WO"CATED. T® 9NORD !iRtl DLT[ PtDPOtT STRUCMAL PARCLS. tOT1UN CEORD Scall RAVI A PRMAT ATFACHID RIGID 9011911. •IHPGtTAIIT•• TUta15/ A SOOT OF TRS DEStte TD Tat IIRIULLLATIOK COI:AAM- &PINE DMOREINHD pA0>QTS, 1NC. Spay DDT KkcWoSi9Tt FOR ANE OMATION real TITS DElT11t: AW FAILOA[ i4 DIIILP TIE TkUSStS IN C Yl= "I: OR TARICATIRO. 91.11111.1110. SRTPPIC9. 1NSTALI1se AND Sft"DiaPECFCOF TNUSM. "IS ORSI&N AT[ POLLSM 91 THE ANOIDCANFFRFOREST BTUs PAIEA ASSItIAT 1410 AID i"1.- L DEKA ALPIR COM GMS ARE NAGE OF IDSA ASIA AM UAAO RAL/. STUt. A[CDT AS EMO. - APPLT CONNECTORS TO EAOR /ACE RM UM. AILD UNLESS OTNIPJtISI LOCATED OR III$ e[Stot, POSITION COMIGFUIS ►tA 1I111N1I0t 100 A -l. TNN SEAL ON TATS DRAVIKS WDTtlTIS ACCIPTAIK[ OF PtOFtSSIONAI EITamikiRR R[S►09S1011I1T fOl[lT FOR III TRUSS OOIValli, "I'll SHtNR. TM SO1fAt LLIiT ASD 1111E M THIS CIRMINT FOR AD PARTIMAR/.101.10110 111 TRI AES►aSItIUTT Of THE tUROt96 DtSE1OaA. PER ARSi1MI 1 -less SECTION. 1. auit . % 44 tbD//VG AD N STD it 9 yg tms !� 168 1 - L 1 t - L -- j r TC LL 20.0 PSF TC DL 30.0 PSF BC OL 10.0 PSF OC LL 0.0 PSF TOT.LD. 40.0 PSF aa.a I= —...• . . REF 8427--33406 DATE 03/09/90 DRW CAUSR4Z7 98068007 CA -ENG SAM/CWC SEON - 25521 DUR.FAC. 1.15 FROM HC SPACING 24.0' r I VFTTiF-WALK IN CHRIS KETTLE - 7108 fLT TOP CHORD 2x4 DF -L j#1 BOT CHORD 2X8 DF -L 11 WEBS 2x4 DF -L Standard P PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. d ADDITIONAL LOADING (PER -TRUSS MFG.) Bt -----882 Le.tooc..Load at 2.00 W1.50 m 1 W2.5X4 a w2.SX4 N1.SX4 11 882$ 11.0-0 Over 2 Supports R-601 X-1.5' R-601 W-1.5' T THRs GWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SU8MITFED UY TRUSS MF8. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE x1111 Inc REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. AS WN- IT THIS TRUSS TOP OFST BE TRUSSI14USTLBEDMARKEDO A Y TRUSSFAT BE USED BRICATOR. NOTE: BC CHECKED FOR LO PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). 10 LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' 0 -c - IN ADDITION, A RIGID CEILING OR 20 #3 N.F. CED 0 MUST B£EPROPERLYUATTA HED TO THEBRACING BOTTOMSPA CHORD72.00' o.c. (H)4U&WFMM CONNECTION FOR TRUSS (98068006 FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H•1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIHUH REEL HEIGHT OF SUPPORTING GIRDER. •YAtRE11p. UUSSq [(� E17itEN[ GAFi lP ...aw ...... Dunes. NEPER TO vle•!I (HMPA IRSTALLTNO ARD RRACSNO). PtAUSMEO sY TPI R KATE 1NS111WE, set D'0e0PI0 0_A-. sum M. NADISOR. NE Swig), POs SAFETr PIACTICES PRIOR To plojontIG sERK MAI PPAAeNEELS ONS O Clogs 3lALL�RArE AA PUPEW ATTACHED MED P10PERLT AtTAC► 0 •3WORTAMT•• gMNlitl A COPY OF TMSS TESIGN Y0 THE IUULLAl= COM&C101. ALMS LHSI►EIREO "DUCTS, IRC. SIALL NOT 1E RESWONSiNII FOE ANY OEYIATION 10.CD TW13 Ta�t10i1Hs uIMSTAlllm AEU NOTIR SME TAOSSES To CO1f01UNCE WITH TPI: OR FAILICAIN0.. euouec.ova ISACIND Of TROSSES. THIS DESIGN COMPONMS WITM APPLICA" PRWLS'on Cr 101- DIVINE 015101 SVICIf ICAT10N PULLISWED 1T THE AMEMECAM FOREST Alm PAPGEM13t ASSOCEATIM AIM COHNErjolt A19 EACM FACG Of T1MADE AMD GUOF 200AESS ol=SE/LOCANi D 166 DESIGN- POStgCf*lr AS 1[0M OOMNECTOK Its. APptj S TO 01AWGRS 1Of A-3. D Stu ON TN/5 ORWWS NADICATIS ACCE►TMCE OF rafftSMIAL ERCIRITRWG T�FOR ART TAsT3WLTHE TRW N NUaCMG ESS TtlLTNCSP0NS3 N9. THE ITA"1L,1TT OF in 10IL01M6E0EVI&HIRSEPI& SIS CoNipo."IMF I -mm SECTION 2. %k rl A �0/V' CQ- AD cot p F c �: o �s75 • VA ' 1 - - TC LL- 20.0 PSF TC DL 10.0 PSF CI.i849 r BC DL 10.0 PSF * 8C LL 0.0 PSF TOT.LD. t DUR.FAC. SPACING 40.0 PSF 1.16 24.0° REF R427--3"07) DATE 03/09/9 D RW CAUSR427 96068008 CA -ENG SAN/CVC SEON - 25527 FROM NC -19ALK IN CHRIS KETTLE - T20 SPEC HIP & PIGGY TOP CHORD 20 DF -L it BOT CHORD 2x4 DF -L *1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. P+) N THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING TRUSS IENSURE IS ERECTED PROPERLY. 00 NOT REVERSE. THATTHIS WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION N COITRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. ' SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELON. NOT THE RESPONSIBILITY OF THE TRUSS CONVENTIONAL fRAMIN6 IS �! DESIGNER. PLATE �(ANl>FACTURER. NOR TRUSS FABRICATOR. PERSONS rnI ERECTINGTO SEEX PROFESSIONALUSSES ENGINEEREREGARDINGECONVENTIONALDCE FIRAMING.BY A LOCAL 'ISHIM ALL SUPPORTS SOLID TO BEARING. W3X6 (AI) - w2: 5X4 5 W2.5X40 N1.5X4 M A Idl. W1.5X4 D N3X8 m N2.5X4 el THIS DYG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR- (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH i[ITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-B- SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON NIP 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 /3 OR BETTER 0 24.00"0c• ATTACK VITH 2-16d NAILS & 13-1.1 FIGURE 33TM 4 R HIB -92 SUMMARYSHE£T (FRAMDIAGONAL EA3EU THR6)gI OR CA -HIPS DETAIL COL10. SUPPORT HIP RAFTER WITH CRIPPLES 9 EVERY 05.07-14 FT. ac. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.DO" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" 0 -9 - MUST BE PROPERLY ATTACHED TO THE 60770H CHORD. W2. 5X4 A�, 411.5X4 D W3X6(Al) m W3X80 MI. 5X4 0 113X8- 614X6- W2.5W(R) N W2.5X4 s 20 3 B au� 5(11_o-��--12_1.0- �� 20-10-4 CdOt® (��.�,/ � 19-0-0 11-0.0 19-0-0 '" �Q/v 17-10-4 31-1-12 � ��,� i� 9-0-0 Over 4 Supports R-512 W-3.5' 9 j� R-1013 W-3.5" R-1195 N-3.5" T TYP._wave Tri_ 5 R Desi n Crlterla: IP1-yD [CTRCfE CARL Ix fAORICATIRI. HAROLIAa. SN]PP1H8, lOSTALl1RR Alt) a1Lr �^ _C L(. 20.0 PSF •xAR11IRG'� TRUSSES RCOUIR[ LIACINn RLFfs To wR•P1 [NL1Ttuxe n13TeuRD AND aAc[fal. PuOLJSRIo TY rn !TRUSS 0% T -an 200, MADISON- In S3TIR1. fCR SAFETY /IACTICES r ,' TC DL 10.0 PSF INSTIWTE. 6P3 o IO U.. SUITE ATTAC IO ULESS O'TRE"ISE IROICITLO. TOX COW fILLIL RAY[ PRCPIR\T ATTACNIO •98 .O 10FOR70RC THESE FUKCTIORS. STRLARORLL PAUEIS. R01TOtl KORO SMI TaYI A FROFULT ANAVAiO OIg0 CEILIfO. Uff BC OL 10.0 PSF P1 RTS. I. �LLLi INOT i[ ROMSIBLL Fpm OO"I�fi [� 1113S�ORESStTa: FAIILL01E� 0. RICATt". SWUM SRIFflgl- IMLL RG AND NITR T01; 4 W Ir $C LL 0• 0 PSF SSOLM TRE WMSI3 10 COLTDAMRCE PIACFRO Of YIUSRS. TM15 OLSICR L'ORFC4R3 113111Apf4[CA04[ P1O1[s[DRS OF YDS (IILTIORA► OLSLCII 07 THE ARnim rVIEST NR FUER ASSWAT[Wq AND TPI. ALP[RE TOT. LD. 40.0 PSF SPEC1f ICR10R POLISHER COMECTOAS An $LOS Of 20CA ASTM A453 4141 NLS. STEL. EXCEPT AS EOTEO. APPLY CONECTORS TO OF TRUSS. AID ufLESS OTHERNISL LRCATER OR TML$ DISICU- tOSITION WRNE"M ►et t DUR .FAC . 1.15 EACH FACE 0011/11103 140 A -L. TAC SIAL Ox 11113 0110.[66 1/01CATES ACtt1TANCE or ►ROFLSS101011 1—mm1R3 BLEW fOR df TRPSS COVOOENT OLSION SUM' HE SUITARI►1TT 00 USE OF THIS PER 24.0" ■[SPORSI0IlI1T CONPURExt 101 ART FARTIC" 40[1010.0. TS THE RES►ORSIOILITf Or THE OU ILO[RO 1NS14RR, SPACING ANSI/TPI 1.30% 110133 - REF R427--33391 DATE: 03/09/98 DRW r•AVSR427 980003S CA -ENG SAM/CK SEAN - 26296 FROM HC k 8 m I WALK IN CHRIS KETTLE TRIS 0110 PREPARED FROM COHPDT£R INPUT (LOADS 6 DIH_NSIORS) SUBMITTED CY TRUSS HFR �rro liTD 9. PIGGY BASE) TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1�5 THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTIR CARE IS ADVISED DURING INSTALLATION SURE TRUSS IS ERECTED PROPERLY. 00 NOTREVERSE� THATTHIS WARNING: FURNISH A COPY Of THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, .. SHIPPING AND INSTALLATION OF TRUSSES. SEE •WARNING' NOTE r- BELOW. F THE TRUSS 1-1 Cil CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY 0 ERECTING TRUSSES ANARECTCAU. NOR TRUSS TIONED To SEEKBADVICERBY AELOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. {W)PRESSURE?IOTRUSS DESIGNED IN CHORD ACCORDANCEEXPOSED lITHTUBCI94ed. FOR SU MPH, EXPOSURE 0, 0 TO 15• ABOVE GROUND HEIGHT. N3X4 0 W2. SX4 ab W1.5X4 U: W3X8 A W2.5X4�6� It'l/ W3X6CAI) 5X4 M WSX4V W3XB= `(A1EXEQUALLYREM SPACED. BETTER ATIACHCWITHry( )," ed HAILS.BRACING MATERIAL To BE SUPPND ATTACHED AT LIED ENDS TO A ITABLE SUPPORT BYERECN CONTRACTOR, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -53S2. NOTE: BC CHECKED FOR 10 PSF ADD@TIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). USE THIS DESIGN fog COMMON HIP TRUSSES 0 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 HEN -FIR #3 OR BETTER 0 24.00°oC. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HID -91 13.2.1 DFIGURE 33 ETAIL CD110R HSUPPORT HIPRRAFTERTWITH CRIPPLESU* EVERYCA-HIPS 05-07-14 FT. oe. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED B 24.00' 0.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. MDR USTIEBEEPROPERLYUOUS ATTA ATTAAL CHED TOECING BOTTOMACED 0 72.00" 0 -c - MUST D. SHIN ALL SUPPORTS SOLID TO BEARING. W4X4 Iw3X60 (A) W2.5X4f. 11.5X4 p+l1-1-12 413X6 (Al) -0-0 N1.5X4 M w3XBw W3X6= w2�5X4(R) % W2.SX4- (w) _) 3-0.0 LZ -11-8- 20-10-4 12-8-8 11-0-0 31-1-12 19-0-0 11-6-12 - -� 4 -- _2-8-8 Over 4 Supports R-443 W- .5' R-1482 W_4'3R-1190 Y-3.5° Ra509 1-3.50 Des I •VARNIfS•• To$= ItEOU)RE EXTSERE CARO !N FAM"11°°. oRAC 1RG. RE"I TO 090.11 (eON1UR1 ,RSTALLIRN ARD 1S/C)N1). POSLI SRCD BY TIE CATRUSS OR TO SULIC 246.SAFETY PEMi1N(TP• NISI NTCTIORS. WtIS OTTLRY SI(I DICATED. TOP cW. VI S311ADF61 WALL pM pAOPPC1RLT ATTAWO 3IANCTt1AL TEIELS. 111TIN CAUU) NTAIL HIVE A TR07ERIT ATTAC WO MIS CUUNR. +IH WkWT'• MWSN A COPT U1 UGS OESIEN 10 THE MSTAM7301 CONTRACT41. ALPINE CROINLERIO Hulas. INC. SNAIL sof 1E NESPDNSIILE FOR ART OETIAnba Has TNT. SHIPPIPEStCAur r 293 TR 1e [l0 TYE iRtSSEs „1 C9fIT01NAl1Ct R1rN trr. ou PMICirUO. MARKIND, >a1[PPIN1. RIULLIn Amo RtfciifDltSlo�► L,fN[RTt! TN[ ARRA rOjM An PWilt LASsWATE0KI AID TPI- PROVISIONS op US ( ELPIeEI D[Slat CONN FACE aARERasi UIlttSS OTN[TRI�_OUTED ON VMS D�ESICe- POOST" CM1CTONS PPEAPPLV R � � ES RpaAMIUS IM A-1. THE SEAL all TN[S 1 11LITr SOLLLT ISR THE rcM 02mFmff DESIGN SO=- IRS WCATEs ETRE eUICE of PtOINS Tf lm Vit l RL[I,NC A"a 1COHpOKKT f 1A11 T oll ANT PAkTtroCTICS E� 1000IU 13'In MSOOMStRRITE Or THE BUIIDINR IIIAi1[t. 1R T21 TC LL LL 20.0 PSF TC DL 10.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0 - REF R427s'-335 DATE 03/09/98 DRW CADSR427 98068D12 CA -ENG SAM/CWC SEAN - 26269 FROM NC E -WALK IN CHRIS KETTLE - T22 SPEC HIP & PIGGY TOP CHORD 2x4 DF -L #1 BOT CHORD 20 OF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. rn THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. M PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE d THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. M - SHIPPING AND INSTALLATION OF TRUSSES. SEE °WARNING° NOTE BELOW. i CORVEIRIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS j PROFESSIOMALUENGINEERARE REGARDING CONVENTIONALFRAMING. CE BV A LOCAL RAMING. (N)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND r PRESSURE. MPH, EXPOSURE ACCORDANCE8. 0 TO 15'GNED IN ABOVEGROUNDWITH U FOR7HEIGHT. SHIN ALL SUPPORTS SOLID TO BEARING. LI2.5X4O N3X8a 12.5X4+ 411.5X4 H� M1.6X4 II �\ W2.5X4 W3X6 6 r W3X80 "= 2.5X4:✓ W1.SX4 W ,'W3X8a W3X6(AL) IN Wl:'SX� O - THIS ONG PREPARED FROM COMPUTER [HPUT (LOADS 6 DIREP,SIOHS) SUBMITTED BY TRUSS mra . (A) 7X4 #3 HEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 'BE EQUALLY SPACED. ATTACH KITH (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 IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON HIP TRUSSES 41 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 #3 OR BETTER 0 24,0004C. ATTACH WITH 2-16d NAILS & 20 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SKEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CDI10. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 FT. ac. 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 20 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 6 72.00' o.c. MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. X4 *-b W3X64� W2.5X4� W1.5X4 D 113X8 = W4X6 � W2'._5X4 (R) 11 MI.5X4 m 113X6(Al) =° -0-0 V23 X4 (w) (p) _) 3IE 0 �I l._-4-6-0-sL�13-6-O- �--20-10-4 19-0-0 11-0-0 19-0-0 17-10-4 31-1-12 9-0-0 Over 4 Supports , i 8-941 W-3.5• Rb1487 N-3.5° R-1190 W-3.5' 8-510 I-3.5° Desi n grlterla: Tr1-yy �Nu '.NG-- 14DSSE. (IEOUINE EITREME COBE IN FAISl CA1T.OB. BANDL II6. SITPP[IG, INSTALLING ARID ' INSTALLENO AID MU31 M). PUMLISBED BY TPL (I2DSS PLATE �1 WEA TD I!I-S! t9AKPL1Nl RE. SS) O.ONOFIO $A.. SGITE 200. IOIDIS08. Y! $3719). FOR SAFET9 PRACT14CU PITON TO OTNESNISE h01CATED. TDP CN02D SD'ALL IMIT POKILY ATUCRED UN FMESE TNICTIONL UNLESS RAL PARS, IITTIN CMOtS SMALL NATE A 190"kLT ATTACKED I1E60 CUUNS. GIS84S ITAMIT" FAWO= A COPT OF THIS DESIGAI t0 TML 7NSTALLATtoN CAtTRACEOt. AViN[ ERGINCFNED 11C. SMALL AST WKIC wmum. LI0 e1NSrA ni M i41FI11JRWOflnl nl �ON PAMi PrI IMGG AIM NOS HISPPLAIP{IL�ASSDMITt� AL ll D[sliN icut0 Yq Up"O THHEU HIMICCANiWpi Mo AND C fA 02! TO roRALESARE KIDE VWT UPOS OAn OF num UNLESS OTME Nt IS..CATED DDI VU'S DES1BNE" ON fOMMLECT03. FIRY DN TME. DIlMING lUMCATES ACCEPTANCE OF PTIOFtSSIORAL ENGINEERING U IW A-2. THE SEAL 1ONI CIN6lS�VA OCSFMtOa1TT OF THI OUA01 OGN MM- THE lTY AID D137 WIt. FES TO[S ENTI►OliLOTPPARRTICUL THE PI I_19IS SEGTIOA 2. 44 //VIGD01 9P�� - F SCp] ' - 1 5 F TC LL 20.0 PSF REF R42 --3 M,9 TC OL 10.0 PSF DATE 03/09/98 BC OL 10.0 PSF DRW CALIM427 98DGBO14 BC LL 0.0 PSF CA -ENG SAM/CWC TOT. LD. 40.0 PSF SEON - 26300 OUR.FAC. 1.15 =FROM MC SPACING 24.0" T93 HIP 8 PIGGY TOP CHORD 20 OF -L, #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER ROS -91 TABLE 7.3-3- 00 M THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. THAITHIS TRUSS IS ERECTED PROPERLY. DOE IS ADVISED DURING LNOTION TO REVERSENSURE T WARNING: F9RNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL IALLCARE MUST TOf 7BE TAK�SEERIIfARMING' NOTE SHIPPING BELOW. CONVENTIONAL FRAM19G IS NOT THE RESPONSIBILITY OF 8• THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ON ERECTING PROFESSIONAL UENGINEER SSES EREGARDING ECONVENTIONAL FRAMING. D TO SEEK ADVICE BY A LOCAL E (H)THTS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO MIND PRESSURE- XPOSUREUSS IGNED IN B. a TO 15COAOOVIEROACEGROUHOWITHUHEIGHT. ld3X4,0 W3X8= W2.5X4,0 iii-- W3X6 v 6 r W3X8� W1,7X4 m W3X6 (Al) 3X8 W2.5X4 W3X8_ W1.SX4 m M06 = --THIS DUO PREPARED fROH COMPUTER INPUT (LOADS 6 DIHENSICHS) SUBMITTED BY TRUSS HFR. �(A)BEXEQUALLYMSPACED. BETTER ATTACHCWITHN(2),LAI I 8d NAILS. L. D S.�w BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT x'2949 AND ER -5352. NDTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN. FOR C014MON HIP TRUSSES 0 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 LITH 2x4 HEM -FIR #3 OR BETTER 0 24.00-0c. ATTACK WITH 2-16d &13.2.1 FIGURE 33, OR HIO-911LS SUMHARY4SNEETONAL (FRAMEA3ETHRU 6)B BORPER HIICA-HIPS DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 FT. OC. SHIN ALL SUPPORTS SOLID TO BEARING. IFI LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' 0.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 TBE BOTTOM CHORD. W2.5X4 � W5X6® W3X6k A) • 6 A) W2 . SX4 \\ W1.SX4 m W3X10= W4X6= W3X8{R) U W2.5X4im WWI) (w) (W)Jtt�-� 3-0- 35-10-4 19-0-0 _1 11-0-0 I _ 19-0-0 J IzJ 9-0-0 Over 3 Supports R-,2226 6-3.5' R-198 W-3.5" R-1704 H-3.5' , S1 NA mw. TRDSSU aewua IRA01s. IEFER TO IHD•9T (BAROLIM INSTALLS® At0 sRACIROI. PDIUSREO lY TPI (1R11SS PLATE [slfT[T0T[. $tl O'OBOFID DR.. SWIE 1011. EADISON, BE S3;M. IOt SAFETY PRACTMIt P1101 TO PjRFSRR{tt THESE NRCT1OAis. tRRW 01:E j",SE UBttCATEO. TO► CIAl1D SBILL 1AYt sROP(RlT ATTA►ALO STiocu t LAMS, WITCH CMD fWlll HAVE A pRO9TAlT A7SAC9E0 tW 10 Ct [LlRO. •INPOATW-- TOR1pH A W►T OF Ttls IESISM TO TRE INIMUT108 CORTIACTOo. AMB. t1WXMIED PAl FAILNU TO OOUtTt. IM M1Ll WT t[ RESPORS� AI; &I r nICAIMS. ga All DEVIATION OAt0noM1 Ns sBltIdUtlRR �S9tTALL1L6 AND WILD ret TRU33Lt W GOBFO RMN _ "AttENG OF 111 ►D1US1� �Y TET 1RIIllSA1 FORESTin TAID PAYEA LASSOCIATISR)It9 TwP,t[.�11LnPIBE DESICB CORREL/CIIS ARE BADE Os ME ASTE ASU 9140 sAIS. s►cLL. Elan AS t9TE9. APttT CORRECTORS TO CALM TAt[ N T►IISS. AW DIMS OT1E191SE LOtATER 0t Ttlf OESITJ, nSIT[OR GOIIRELTORs PER RLgOBSIUUTT SEMI "I INK 11US3ICOWEOIERT VISIONES TU WIULLiI TTUPTAM of AXAL AND USE OP COWINIENT3-1M itfl PAtTICf At tOELDIts IS To ALOPs1SE03LITT IF TOM O99L01riR R GUIDER- PER _� 2-3 -0-0 ®' � P%, P � Nn 4-Al_99I-t-I-IF Ce111a .._125'/FtI W, p 9 98 C65 * TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF REF R427--33417 DATE 03/09/98 DRW CAOSR421 98068013 CA -ENG SAM/CMC SEAN - 26283 OUR.FAC. 1.15 FROM MC SPACING 24.0- ura R otGt;Y. BASE) THIS DL'8 PREPARED FROH CODUTER I11PUI (LOAOS 8 0111ENSI0NS) SUBMITTED BY 18U55 mm. n .wru r_ TA (KETTLE-HALK IN CriKIa �cl« rOP CHARD 2x4 DIF -1- #1 BOT CHORD 20 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. THAATITHISRTRUSS IS ERECTED PROPERLY. 00LNOTIREVERSON TO E SURE HARMING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION O CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. ..ISHIPPIYG AND INSTALLATION OF TRUSSES. SEE -WARNING' NOTE BELOW. r-' �'ICONVENTIONAL FR11N[NG IS NOT THE RESPONSIBILLTY OF THE -TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS (ERECTING N RU ENGINEERSES EREGARDINGECONVENTIONATO EKLDFRAMING.VICE BY A LOCAL Lei of 11)THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIND RESSURE. TRUSS OER IB E0 TO -ISCD IN AC0ABOVEEGR UNDWITHUH£;GHT. FOR'HIM ALL SUPPORTS SQLID TO BEARING. W1.5X4 M 1-10-3 L M40 113X8 = W2. SX4,4 (A) 1X4 63 HEM -FIR OR BE-TILK cUML LdUxt" L�........� .. - - - BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUITABLE SUPPORT UBYLERECTION CONTRACTOR. IED AND ATTACHED AT BOTH ENDS TO A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16•0 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON BIP TROSSES 9 24.00ac. EXTEND SLOPING TOP CHORD OF TRUSS AND 4ACKS TO HIP RAFTER. SUPPORT EXTENSIONS WITH020 HEM�FIRA$3Top OR BEOTTER 0 LATERALLY BRACE ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL MACE PER HIS -91 13.2.1 DETAIL CD110 H19-91 SUPPORTUHIPRRAFTERSHEET WITH RIPPLESFRAME 3 U0 EVERYCA-HIPS OS -07-14 FT. OC. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED OOR2BETTER CONTINUOUS DLATERAL ABRACING SPACED 0 72.00"RIGID CEILING OR 2X4 3o.c- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2.SX4 a► 413X6,4 W1.5X4 M 113X6 (A)) -r- W2.5X4 a 113X6 W2.SX4 s 113X6- W4X6= J s -a- 35-10-4 16-0-0 11-0-0 19-0-0 .46-0-0 Over 3 Supports - R -2283 W-3.5' R-170 W-3.5' R-1435 Y-3.50 TYP. Have 1 rA-y WEeces�- ntlTus aEaultE an2;jc M F*M F*UCATTDL. NATDLINI. Utvrw.. w•�••••»_ TRACtYS- tE9D 70 N011•RT (MRNDURG ICSTALlM6 ASO RTACtip, pMISUD BY IPL (EMS FIAIE i11511iNE. BeD'OIIOFID 011.. Stl1TE >p11. Wag= Yl SRII91. FOR SAFETY 911ACTIF! PR(GL pptrORtaEi TAtLSE FilKTt011S- UNLESS OTNUIILL IUICATEA. rap CHORD SHAII -•• -- sT FMIAL P & FI W So �Y OF TUNIS �0 TO � UWALIATIR� ptoTltls. INC. IiBA[l NOT u tts/gS1/LE TOL AIT OLT1AT10R Flow THIS esit$ TU NNUSSES IN COTFORNWCN 01TR TpI: a rAUICATLRD. HANDLING. S}pC11ICATI 11 panina BY THE AAHEBECAII OUST AFD PATER LASES. TRIS WINN CONFORMS "I"SSOCEA:EDNOM) COUICIORi An Wt IF tOGA ASIR AAS) wD CART. STEM. DWI S MOTE tACM NU OF UOSS. AHD UNLESS OTKMR U LOCATED _OF 0US►pATt0IL1TT• SOLELY Z. TFOR TML nUSLOSIT HE Sm ONTCONIOHost PESIAH SHOL'A- PTAN� SV WVONEW 9011 AW PARTICULAR VA togas, 1S IN RESPONSIt0.ITT OT TSU SDE u91117" 114"5 ITCn4W t. - TT OIL At"" t" fast �t0 D nQr AMT SiHMptiFiO.ta `I AND GH AMD TPI, ALPINE D, APFLT CONNECTORS TO IOM COUCTM 114 9ROTESSI/IAL EUJUER1t0 TIRILITY &P 5SI BF ILRIIO mtesta. on TENS -V 214 X4114® 4 CAI-I11-1-I•IF Reale TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 40.0 PSF OUR.FAC. 1.15 SPACING i4 -0 - KL? 544W --0J•" DATE 03 X61! ORW CAUSR427 98065 CA -ENG PBC/CWC SEON - 25442 FROM MC t A 0 IV. { rr . l � f y' .f .,.. ..:s m orrr.Y BASEL TRIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. w•1 ooerTNn TO -VA.LK IN CHlillb Ar I '" TOP CgORO 20 Df -L #1 BOT Cit0RD 2x4 DF -L $I WEBS 2x4 OF -L Standard PLATES. DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.1.3. ti � THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. CL PARTICULAR CARE IS ADVISED DURING TRUSS IS ERECTED PROPERLY. DOLNOT ISURE REVERSE. THATTHIS (WARMING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. n -(SRI PPING AND INSTALLATION OF TRUSSES. SEE 'YARNING' NOTE RELOW. ONVER71ONAL FRAMING 1S NOT THE RESPONSIBILITY Of THE TRUSS ESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS RECTIROFESSIONALUENGINE RARE CAUT REGARDINGECONVENTIONAL FD TO SEEK IRAMING.CE BY A LOCAL 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72 -OD" O.C. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X40 113X8 el 1(2.5X4 141 111.SX4 0 1-10-3 9 113X6- }12,5X4- 4 3XSw 4f1.5X4 11 W3X6- W3X611s W3X 10 = (A)'lX4 g3 $EM -FIR OR Et1TLK bUR6lnuv^HAILS.- BRACING -BE EQUALLY SPACED. ATTACH WITH (2) 8d SUITSUPPLIED ABOTH ENDS TO A ABLE SUPPORT BYERECTIONCONTRACTOR, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREHENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0"ac. EXTEND SLOPING TOP CRORD Of TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORDD.ATERALLY BRACE FLAT TOP CHORD WITH 2x4 MEN -FIR $3 OR BETTER ATTACH WITH 2.164 NAILS 6 2x4 DIAGONAL BRACE PER HIS -92 13.2.1 FIGURE 33. OR DETAIL CDIlO- HSUPPORT H IPRRAFERTWITTET HAME 3 CRIPPLESUCA-HIPS 6 EVERY 05-07-14 FT. Ot. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WINO PREWITH UBC-94ed. FORS75RE. RUSS MPH TEXPOSUREIB.E0 TO IS- AD 11 BOVE ACCORDANCE BOVEGROUND HE;GKI. 113X6 (R) L; W1.5x4 D 142.sx4 1-4-3 _#A-0-0 W3X8 a 411.5X4 fl (W -0-0--3,j 16-0-0 11-0-0 7-0- J 44-0-0 over 2 Supports 1 R-2285 K-3.5' R-1443 W -3-S, YP. Have Iri- 1--� A §k �� ' CAVA 5 Des t n Criteria: TPI -95 STD TC LL 20.0 PSF .MARBIIIG" TRUSSES t[OOIW ERTRE9E -CAR( IH J111RI�T10H, NtaOl:ai. SMTPPIts �AOnIMTE RUIR n M1f91 exaTHS USTAII 1RIo tRu1H0). PUea u IT P c 8171». EOR ►1lOT1tE$ PR10R TO TC OL 10.0 PSF "Aria. IMMMI. 681 D'OHDr10 CR.. SUITE 200. NOMI v1 LL "' poWWO TMM FUNCTTm p pa 0 3APsVOPliu"-TTasa B1410 CHL �i`o.PaoPEiu x�u� 9� r � BC DL 10.0 PSF STPXTUMIW/ORTAaT4' R1R1nS1 A COPT Or THTs DESIOB TO THE FISIA TION COITBACTOR. ALPME ltulatRZINTTo am Teets SIIMIA �1DiALL BC LL 0.0 PSF ;ylTU . INC. $11 u IIosr�Fnut Y[iwli0ia0>�EAtgGiliCC, LWLM 1� OM tTTB APPLICABLE Q9TT$IOH$ or Rol Ieat[o1Ml oma 40.0 PSF UW94 or TMUS- 1x1$ taxa cos AE SPEC1r uAlto Mote ism By TSE ABWOU rt1E3T � rA/:R ASSOCI AilD61 AMO TPI. ALPPQ AS OW100 TOT .LD . way fKE1u Tlns� ie=uliss e1iuB_[:E�Iawii ON eis o SIM PT oo _ POt� `NaT$ WD=SM63T� j DUR .FAC. 1 .15 on . P ii�, It164 A.Z. TOE SM T FOR THE TltTfltmMIIENT 419361gAAWIVI 1 IN=- THE Or Tat IML"twunp��� PER SPACING 24.0' COMPONENTP49"Lu RUIWINC IS THE Rt3Pameng" J{.Q I C T. REF 1427r-33349, DATE 03/06/198 DRW CMSR421 9806SO16 CA -ENG PBC/CWC SEAN - 25448 FROM MC •.1 3 1 0 i vc-"i r - T25 HIP 8 PIGGY (A.L t ILL-WJ%%-h• ,..- TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 REBS 2X4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (-A,_BEXEOUUAALLYMSPACED. BETTER ATTACAWITHN(2)S8dLATERAL NAILS. BRACING O BRACING SMATERIAL To BE UITABLE SUPPORTUBYLIED AND ERECTIONACOABOTH ENDS TO A CONTRACTOR. (CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. CONIIEMTSONAL fRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NN TRUSS FABRICATOR. PERSONS PROFESSIONAL NGINEEREREGAROINGECONVENTIONAD To SEEK LDDVICE BY A LOCAL FRAMING. W4X4fi NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABtE 16 -8 -SPECIAL LOADS f 199 UBC). W1.5X4 V T 1-10-3 1 V4X6 = 612.5X4 - W3X8 Em W3XB- THIS DVG PREPARED FROM COHPOTER IKPUT (LOADS E DINSKS MMS) SUBMSTT£D BY TWSS HFR- THISDESIGN 70 BEWITH PLASTER USED RCEILING.OOTHER FLEXIBLE CEILING ONLY. 00 USE THIS DESIGN FOR COMMON HIP TRUSSES 8 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND BACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 REM -FIR #3 OR BETTER 0 24.00'0c. ATTACH'WITH 2-16d NAILS 8 20 DIAGONAL BRACE PER HIC-91 13.2.1 DFIGURE 33 OR ETAIL WhO. HSUPPORSUMMARY N PRRAFTERTFRAME 3 VITM CRIPPLESU0 ECA-HIPS VERY 05-07-14 FT. oc. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED Q 24.00' O.C. IN ADDITION. A RIGID CEILING DR 20 03 H.F. OR CED A BEPROPERLY TUS O IRECING BOT70NACHORD,72.00° 0 -c - MUST W3X4 % W5X4 so q 2j W3X8= 9- 6-0 14, - - 1 -1 A�% ® (bl 36-6-0 Over 2 Supports �,� -' ,� �,/V7), R-1583 V 3' #1y R-1545 W-3.5' :S�emw, CA1955U8 oda , a: Tri- QW11 NfrOI TO IAS -91 (0=tV3rEw INSTAtt61B ATN 1RK1Nq. rNm"M SY TFI ITSUS sruxg mclat.PEa�IIn "ESE MI:TIONS. MUSS 5T Ax1SEW. IINDI.IS CATED. To tBOSDrWU NASAILvS PID E m ATEAGM &MCI"& FAMS, BUM CM SHALL NAYS A PEOPMY ATEACIED 1100 CERTN6. .D ,fAn" MjjI58 A COPY 1r TNIS 118161 TO TR MIMAL1.ATIDB COSTRACTIB. ARM I MUE HE PRODDtri_ PL SML OT a IESPWISIE lad ANY N[YISTION F"'INS pESt6Nt YY ►AILBSE 10 IST AM SDtLD M T{USSES IN I9619LINS. WPM- 1 "114 IS DLSIS ICONFOITI NS NITOR S AFP►ICASLE tLOtISIWS Or MISS INAT10NA1 OESION SAACINS OF THDSSO. yWttC1RtON Pmfsm IV THE ANEMAN o Ga AND PAM scirr As a All nt. 00NIE E fAC�E A pAX of �(AWNTYM GR I.ONTTS Gal 0 STMis OESICS.PDA�spla I WEIMS PEG 61 TO 6161laIBILITY.SOLELTTOE FOR THE iSi618MIS COMPONENT Djims ES16ST93, SIWYNU61ANCE Of PROFESSIONAL THE SUITABILITY AND DSE NF AMS aeRPONE T1` R Any PARTICULCTION AR SOILDINO IS TIE SESP0ISI11LITY OF THE BUILDING DSst6EEA. PEA Scale-.1875'/Ft REF R427--33378 DATE 03/06/98 ORW cAUS&427 99065012 CA -ENG PBC/CVC SEAN - 26441 FROM MC CA 1 - r TC LL 20.0 PSF 9e `tea TC DL 10.0 PSF t438 OC OL 10.0 PSF ill BC LL D.0 PSF F TOT.LD. 40.0 PSF 0UR.FAC. 1.15 SPACING' 24.0° Scale-.1875'/Ft REF R427--33378 DATE 03/06/98 ORW cAUS&427 99065012 CA -ENG PBC/CVC SEAN - 26441 FROM MC (KETTLE -WALK IN CHRIS KETTLE - T25A CARR TOP CHORD 2x4 DF=L #1 BOT CHORD 2x4 DF -L #1 :al 2X8 DF -L $1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 00 C) r CONNECTION FOR TRUSS T-250 FRAMING FROM THE C� (H)BOTTOM CHORD: SIMPSON HUS28.' SEE CATALOG C-PT95H-I FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL M HEIGHT OF SUPPORTING GIRDER. Ln czr M L Iz cr 0 4 1-4 ti K00i to rn C3 z H USE THIS DESIGN FOR C014M011 HIP TRUSSES 0 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 RE14-FIR #3 OR BETTER 0 24.00'00. ATTACK WITH 2-16d HAILS S 2x4 DIAGONAL BRACE PER RID -91 13.2.1 FIGURE 33, OR HIB -91 SUNNARY SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY W5X6 tA 05-07-14 FT. Oc. WSX8 0 , ADDITIOHAL LOADING (PER TRUSS MFG.) ------------------------------------ BC - 2045 LB Conc. Load at 12.50 N5X8o W1.5X4 N 1-10-3 1. W6X8 R-2690 1-3.5' W2.5X4 6 r TiIIS CNG PREPARED FRt:M COMPUTER INPUT (LOADS S DIMENSIONS) SUBNITT50 BY TRUSS "FR. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. '(A) 1X4 #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 IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER•5352. NOTE: BC 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 BRACEO BY PROPERLY ATTACHED PURLIUS SPACED 0 24.00' O.C. 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 TRE BOTTOM CHORD. 415X8= W4X4 a 6 (A) (A' �(A) W4X4 a B1 W7X8{R) W W5X8 = W1.5X4 9 2046# W6XG (H) W4X6- N5X8 -6-0 W6X6.k. 4Z\ W1.5X4 M -36-6-0 Over 2 Supports 1 0-01 46---t . -rnrICTni _ ASL._ CAI - III -/- I - /F – - �1ARBIRB"` tlusaaa "R"" c".".". BtACtYO. ![FIl t0 NIO-9t W091.116In AELING AIM ORACII101. PRO1131[D EY TPI ETR/SS of TE lI[IE 200, MAOISDN. NI 69719). FOR SAFELY PRACTICIS PRiOt 70 IIISTIT011. 16t1 0'010FR10 DR.. Y AITACH(0 UB0ITOR A SSUCCTTORAL MILLS CHORD[ TALL MYfI IROYERLY UTUM RIGID t[III10,P0. A COPY OF TRIS OESICH TO 111 IBSTMLAIEON CONTIACTII. ALPIIE OOINEERIO TWORfABT" T9RIISH NMUC73. tn. IHALI NOT Of 115►OIHIBLE Fm ART 011`I6,1101 FROM 111If I[SION; ART FAILC[ 10 WITH TPI: 01 FARRICAFIlk RAWLUI._SMIPPINR. IRSIALL110 A10 t11LD THE JAMES IN CONFORNAAU D[51611 OF ADS AI ggACII4 IF 0PUR FTIIl S►SC1f LCAT 10YAL tSYID RYISTN [STAMERIdb iOR(STTAN►IICIALE fAP[R ASSDCIAT OK) A1D TPI. ALE NAGE OF TOGA ASTM ART CIAO ULT. STEEL. LIC[9I AS BIT[1. ORStiltOti TO ONPLY COBN[OTORS UCH FACE OF TRUSS, AND UILISN OINERVISI LOCATED 01 THIS M161. fOSITION CONVECTORS GON MAI OE THIS DRAIISO IIDICATE6 ACCEPIANCT OF PAOF154IOMAL [R011[[RIMO OAAg1RIS 160 A -Z. THE R[SPONSIBILITY SOLELY FOR III TRUSS CONPONItT DIS[OM Swa. THE SOITABItItt Ate USE OF THIS A4g$O�OICmdP-&-kk- �gOgemNntgCA9�87i COYf01UT FOE AAY PART [CSI LAA WILDING 15 TNI IESP015[BILITY OS THE IOi LOIIG DESIGNER. 'Ek AISI/TPI L•19/S SICTIGI 1. Apr 10 '91 No. COSBDOB F k� � z 1C 0(.// TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0° Scale -.1975. 4F . REF R427--58745 OATE 04/10/98 DRW CAM497 93100014 CA -ENG SAM/GWH SEAN - 32710 FROM HC 0 ti l04 v (KETTLE -WALK IN CHRIS KETTLE . T25B GIR TOP CHORD 20 DF -L #1 BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. SPECIAL LOADS ------ (LUMBER 6OUPLFAC. 1O100/toPLATE 60UPLFAat _ 15100 TC - From 8C Froll 758 PLF at 0.00 to 768 PLF at 5.00 3-6-0 W4X6= W1.5X410 W4X6z ry2. JI.T Y W2. 5X4 5-0=0 Over 2 Supports R -204S W -3.S' R-2045 W4 y -9 3-6-D -0-0 THIS VtJG PREPARED FROM COMPUTER INPUT (LOADS 1, DIHENSIOBS) SUBMITTED 3Y TRUSS 'AFB. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT x'2949 AND ER -5352. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 36 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 8 24.00" o.c. IN AUDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CEO CONNECTION FOR.ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: S114PSON HUS26.. SEE CATALOG C-PT96H-I FOR NAILING`" —SPECIFICATIONS. SUNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. I• . :•• iR It►OLSHLD BY TPI 1RosS PLA SO=.![FETON16.O1 (NpNDLINO INStALIHG AO ), INSIITYIE, NIS U'ONOrNEO OR.. SUITE 2D0. RADISOL Vl 93710). LOR SUIT,( p"tTICIS KIM TO PE FOAMIIO THESE FUNCTIONS. OltEii OTHINNISE IIDICATEO. 101 CNDAD SMALL RAY[ IHOPEILLY ATTACHED SIRUCT19A4 1ASELS. BOTTOM cuSD SHALL HARE A 9ROPERLT AT FAMED HIOTD CHILE". ••IMPIRTAHF•' FNHNISN A CQFT OF THIS DESIOS TO THE I11STALIA9101 CONTRACTOR. ALPINE INOLEEEER[D NGODUCTS. INC. SHALL NOT of ALS►OFSINLN FOR AYY .D[Y[&TLOI FROb CHI! DlFI01: AHY FAILURE TO evnl INE TtOStEi IN ooNFtaluNu It TFI: 01 FAURICAi1B4 MI�XISO. INIPDINL. INSTALLING AID EIACIN6 0/ TIUSSiO. TRIS Di3[GY comm 11TH AP PROIIBION3 OF BOB RATIONAL DESIGN SMIFtGTI/H PVDIISRtO BY THUASERtCAN FOREST AID F&IES &MEANING, All TPI. ALPINE C(VNLCTONH ARE W.101 Or SOLA &SIN Alt) OLEO QALY- STEEL. EXCESS AS T NOED. AIDEY COYNECTOIS TO EACH FACE OF EkIM. AND VNIfSi OTHf&IEIS1 LOCAIIO q'THIS o[SIGN. POSITIIN 901ILCTUD PER DRAHINOS tgo A•Z. THE SEA1 ON INEH ORANINO INDICATES ACCESTANC[ OF PNOrESSIOHM [NGINEERINO ILNPONSTGIl1TY SOIILT FOH INE TRUSS COMPONENT OESI01 SHOWN. THE SOIIAGILITY AND OTE OF FHIS �0 &D�PtOil3*. 1110. CONPONLNT FOIL &HY IAl11COl&L IUIl0IM0 Is iHl ICSPONSTPII>Tr Di INE DOtJOIN0 OESIGIEX. FEB. �''Y'''"RyaypcODO, CJL45BZ6 ANSIITPI 1.1099 SECTION C. Apr 30 '9B No. C058005 P /lam 6`f TA E:A1-/1/'/'/-/r TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 LOADING SEE ABOVE REF—R427V58 DATE 04/10`%98 D RW lAUSR4L7 98100019 CA -ENG SAM/GWH SEQN - 32701 FROM HC ETTLE-IIALK III CHRIS KETTLE - T26 STUB !II? *A TOP CHORD 2x4 DF -L #1 80T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -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 HEN -FIR 03 OR BETTER Q 24.00"oc. ATTACH HITH 2-16d HAILS t 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR RIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD11O. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc. • THIS AREA OF FLAT TOP%HORD TO BE BRACED AT 24. O.C. W6Xl 7-9-4 W2X4 Is 413X8 (R) II W3X4 (R) U 113X4 a 112.W= W3X10 = 18-3-8 _I_ 5-8-8 _1 24-0-0 Over 2 Supports R-1474 Y-3' R-12 Ih3" All Plates Are W1.5X4 Except As Shown. P_ Wave TPI-95XR _ Design Criteria: TPI(STD) Affigr2k Note: PLT T 1:4X1 W414-%� THIS DUG PREPARED FROM CONPUTER I1:711T (LOADS A OIHENSIONS) SUBMITTED BY TRDSS FFR. (A)BEXEQUALLYHEN-FIR SPACED. BETTER ATTACHCONTINUOUS 8dLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTIO1 CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE {LITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT /2949 AND ER -6352. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. IOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIOIED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGAROINS CONVENTIONAL FRAMING. LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIt. WIND PRESSURE. 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. ItUST aaF PROPERLY.ATTACHED TO THE BOTTOM CHORD. 40 5-1-3 -0-0 93 PM&WL% 'mA�� CA9SA2N ORACING. a[Ra TO 1I9•31 (IAIDLEOD IDSULLINN AND IMU"IN/ . ►N RSTITUIF, sea *-DWI[* OI.. SUM 100. UIt"l- DT S37 0. pUffUgra4 THESE JoelIGN1. ONLESS 41RE2YIU 1NOTCATIN. W 4UORD 83211LTUA ►VEL:. DGTTOa C100a 3VAL DARE L PENULT ATUCNY D1, •IMPGATANs•• fMR A CUT If inks NESI4I If IM UWAUA1943 /DONCOS. INC. IULL Dorf It DESPL LIMA f4a A" OLIIATIIN MON Miu n1[ TRfssts IN CCD101NMICE Will TFII OR ►ADRICRTIND. dUL Rules N Taai3Es. TOR Grim CDN►Olas ffm AfKlmu MOT SUCIfICATIOU POILIUED If TUE MIEa1CAa FOREST Am FAPIR ASSICUT 40IANCTODS ME RINE of 14U ASTTI ASf3 U46 GALE. 31E4L. 13CUT At ILC@ fACC K MDiS. AM ORLESS QIRRNISE LOCATED 011 1E113 DESIGN. i alAIMS 140 A-1. INC UAL yr TNI$ DRAMAS I1DICAR3 ACCUrm REIPOMImm $Oust fol IRE TRYID ST COOIEUI DESIGN SNINa. To CDR"FOR All PAIMULAR WILDING IS IRI RISPON$IIILETT If IN ANSIIT►I I- "Is $ET:T 1 04 1. M of III (ROSS HATE A►tTT 11LCT10E$ MOR TO L kilt HAPIALI ATTACaEB FILING. (ACTOR. RMIC I=M3M M6144I ANT FAILYR TO 1N1F-1/8. Da$TNI.LIRN AND 0► Its (1271mI DESIGN 1NI TP 1. AIPM O. APRT C084ECT013 TO SGEU11LltT AND USE DP TRIS ""11114 "SIGNED. PER B�Jl�BU� 00CJIYTY BUILDING �D PAR7M1f 1.1—Ir ' z alf 2 Ftp"" �� TC LL 20.0 PSF 98 TC DL 10.0 PSF cow � 8C DL 10.0 PSF iM BC LL 0.0 PSF TOT.LD. 40.0 PSF F DUR.FAC. 1.15 SPACIMG 24.0' REF 11427--6070 DATE 04/15/98 DRW CAu1427 9810501? CA -ENG PBC/CWC SEQN - 32694 FROM HC E -WALK IN CHRIS KETTLE - T27 STU5 HI TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L 01 WEBS 2x4 DF-L.Standard PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED III ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. W1110 -PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 2BETTER CONTINUOUS DLATERALABRACINGRIGID CSPACED 0 7EILING OR. 2.00 3 ORO.C. MUST 8E PROPERt, LY &TTc_s1ED TO THE BOTTON CHORD. 7-9-4 416? THIS DWG PREPARED FR.ON COMPUTER INPUT (LOADS L DIMENSIONS) SUBFIITTED BY TRUSS HFR. `(A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH KITH (2) 8d NAILS, BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.D'oC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO'HIP RAFTER. SUPPORT EXTEFLATNTOPIICHORDRY 4.00 WITH 2X4THEM-FIRAT TOP CHORD. #3 OR BETTER 0LATERALLY 24£00lBRACE DC, ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIR -91 13.2.1 DFIGURE 33, OR ETAIL CD110. HSUPPORTSUMMARY RAFTERSHEET WITHACRIPPLESE 3 U06ECA-HIPS VERY 05-07-14 FT. 0c. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE SONS ERECTING TRUSSES NARE CTCAUTIOBED URER, NOR TTOSSEEK USS BADVICE RBY AELOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 44& 412X4 D W3X8 (R) Q W5X8a W1.5X4 Ill W2.5X4 - W3X10 - W1. 5X4 P W3X4 7 a� R-1254 W-3' R-1474 W-3' J 24-0-0 Over 2 Supports- 0" upports 0" us 1[t sit _07P�0 Sol . SPA CDP A 4&0 F *mawcdPz0& ti ''mI - COMA ^ Y"^sww mi%CA 95939 64111 r+ i¢Y•EEES QEQ71I[E "Imm M.....w-.......-. - tEFtt 1D IPIB 91 E[AIDLIRG IYSTAIt1t0 AND SAACAS). PUDiISN[0 A TPI (TRUSS IUTE t0 T183, D.Omso HESE IUtll71 Ns..to AORMS OT21 IT( NEINIK 1 NATIO. Top 19C1)IDRD�HAL A," RO1EM ATIAt0E0 AL PAB[t3. NOTIOX C1/U STAtt NAVI A PROI[RSY ATTUNED 111010 U11.196, hL oA FUtNOI A COlY OF ITIS 1LSII — TRE INSCAUXTION C0NIAACTOC AIPIRI MXKE'W INC. a" HOT it 1[SIOFSISL[ FOt A4Y O[YTATSOt itOM THIS OtSt01: ANY FAItOtE TO 1 1RUSitS to tO3F1UWC1 SITE ill: 011 /ABRICATINO. HAIOLING. SHIPPING, 1131A►9114 AMD T11ySs[S. THIS 013101 CO[FORRS MRH - MICkOLI PROlI310IS OF NDS (MI181lAL DES101 'ATIOE PU1111S1[S 1Y TSE ANEtICAI 10RES1 AND ►Alta ASSOCIATIOM AD TPI. 1 . ARKY 4 OFFTTRU4E. ANOaF SOYI[SSTATOMIZE,lOCA1ED 01[THISED�GN. POSI9 As TION Cox= t 110 A -I. TOE SEAL DN THIS ONAHItE INDICATES &=tune& Or PROF[SSV MITY Any PARTICOLARTHE D0Il01HN 1E THESS TDESIGN aflon'R(SP013101MY OF THETHE WILDIR6[OEST t 1-1DNL SECTION Z. MRS TO E11 II: MIND OF THIS MR. J/Z Q�colj/VT`y n i- 1caLd'_:/ s� F. Apr 10 '9sr tNo.0066006 I 2apF TC LL 20.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC Lt 0.0 PSF TOT.LD. 40.0 PSF REF "R��27=E' 8Z ` �'.:• DATE C J10 A 8 ORW CABSK427 98100016 CA -ENG SAM/GWH SEAN - 32686 DUR.FAC. 1.15 FROM HC SPACING 24.0' 9 IKETTLt•HALK IN CHRIS KETTLE - T28 STUB H1P•X TOP CHORD 20 OF -L #1 :T2 2x4 DF -L #188et.: OOT CHORD 2x4 CF -L 11 NEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. USE THIS .DESIGN FOR COMMON NIP TRUSSES 0 24.0" OC. EXTEND SLOPING TC Of TRUSS AND JACKS TO NIP RAFTER. SUPPORT EXTENSIONSEVERY 4.00 FT. 10 FLAT TC. ATTACH 20 STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00. OC. ATTACH WITH 2-16d NAILS& 20 DIAGONAL BRACE PER HIO -91 13.2.1(FIGURE 33). OR DETAILCO130. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 OC. W1.5X410 145X8a N1.5X4 10 N3X8m W2.5X4:m THIS DHO PtEPARZO FRO" COKPUIER INPUT (LOADS d DIMENSIANS) 061111110 BY TRUSS KFR. DEFLECT1011 MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �AP,114 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) Od NAILS. LEFT END VERTICAL MAY NOT BE EIPOSED TO HIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRANINB. W2. 5X4 VN(4p (A) 4 X44-� W5X4e% Wi.5X4 11 Y5X823 W1. 5X4 8 W2.5X4w W3X10a 111.5X4 0 W3X4a 18-0-0 _ I, 6-0-0 J X24-,0-0 Over 2 Supports_ lip I R-1465 W-3' R -.12b3 W-3" PLT TYP. wave TPJ -95'R Oes1 n crl'erla: Irl :S1 -GRAN!eG•' INSS1S OE0111t ar/0[ CASK IS fAItfCATle1. A11D11R4. SAAtrI/G. 1SI1AILIRL 4tD W MAC I44. atilt To wl"I )AA M14 t1will UG Aw Mum. rOLlsub K ►RAC1/I (Tsms Imi �S SIStiT911. Sl1 D•amlle w" USSR ret, l»Lsot. 91 sills) in mIf Ttus PRIOR 1D rlp10RN)t0 hIK fV.Mno". WUU OLIIIIU tIDICAlED, tap 4WSD SITU Y11 FA011IU An"S10 StttCRUL FAKU. IOITW CMD Swl "Ila PhWA TATTAMIG 9IGM MIL114. Apr 07 ' .-APORFAMr- rIRIG91 A COPT OF This stf.10 To TRE IRSIALLATIOI OITIMMI. ALMA' C1141REfRI/ NO. r100Ki5. Ise. nut of K as"Imll EOR AIr Diviotas rum firs usno. AN Ime1t To IDTTD TV TOOSSES K Cryr41N4NCT nig Til: K IAnICATIN0. NM101190. UVM111. IRsfALLIRI AT9 tIW11, Of TIWSEI. rILS OEs III COU"M 9ETh JMICMU ISMIMIRS Of tel (IA7111M ll SillCIC)C/TI01 MLISM IT /OE AIIEAtio rum AHD ►AMM ASSOCIA7311) AIM fp). ALPAIQ CQIKTUS Of RAGE OF IWA ASTM "IS SR49 SAA1. STCII, OKItT AS SITED. Arn1 COII MS To Utl INCL " T10SS. Ab OIRESS OT1111HS1 IKA1s0 OI rms ISM 1. MSTTl01 ownicTOK PEA DIA1ttGs 160 A -t. THE SIAL " ion/Ia11RG IWI CAT13 ACCOP61AACE Or rMft SS101IA E1Gt1K- Ifsrol)Lnf S SllUIIT FOR III TOM cupwar DESIGN 330110. 111 Se11Ae11)TY Ale WT W IAIG SILO 1 Alpin eci1i0111, Fm AIT 1AITECISAI SOLL01It IS III IISPQSu1LEIf Of SIE 41194011116 MIGllt. Ol9 OFQhjlf� >A'au91R9T1/s, CA 9)xU Mso f T►1 1• It" SERIN 2. //V " �? 0 l Scale -.25 Ft. TC LL 20.0 PSF REF R427--55156 TC DL 10.0 PSF RATE 04/01/98 BC DL 10.0 PSF ORW C100SR421 911/791009 BC LL 0.0 PSF CA -ENG SAM/GVH TOT.10. 40.0 PSF SEON - 31939 DUR.FAC. 1.15 FROM MC SPACING 24.00 N u v,r - T99 FLA (KETTLE-VAuN IHV �nn.� - TOP CHORD 20 OF -L 01 BOT CHORD 2x4 DF -L 01 WEBS 20 DF -L Standard to PLATES DESIGNED FOR OREEN LUMBER PER NDS -92 TABLE 7.3.3. n -•IN LIEU OF RIGID SHEATHING. :TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED IN ADDITION. A RIGiD CEILING OR 2x4 #3 H.F. !@ 24.00' o.c. pp;OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 120.00' o.c. `, NUST BE PROPERLY ATTACHED TO THE BOTTON CHORD. ti1 W1.5' 6-8-8 w7. SX4 = iH1S DWS PREPARED Fp OM COHPOiiR INPUT (LOADS L DIYEDSIUNb) aurnlllw " (A) 1X4 #3 NEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO -,- BE EQUALLY SPACED. ATTACH WITH (2) 8d HAILS. BRACING MATERIAL TO BE TTACHED AT SUITABLE SUPPORTBY ULERECTIONACONTRACTOR- CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O- RESEARCH REPORT #2949 AND ER -5352. AS IT NNOT BE USED UPSIOETHIS TRUSS DONN. TOP OFST BE TRUSSIMOSTLBEDHARKEDOBY.ATRUSSFABRICATOR- NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). END VERTICAL HAY NOT 8E EXPOSED TO HORIZONTAL MND PRESSURE. N3X40 W1.5X4 p• M3X43 911.5X4 d NZ.bxa= 24-0-0 Over -2 Supports ` R-960 W-3" R-960 W-3' TVP. Wave Tr1- 5 RU Desi n Criteria. ir>-y� • Tt.... t[Ot IRC [11101 CAM iR FA1RiCATIOH- HARDU. SHIPP . TRSLAIum AHD W •wAiEgos• rt1C1r8. AUER TO Nlr-91 [HANDLTNO itSDLLlti6 A60 IRAClr01. PUr" SAF BY TP[ 9is P2 PLATE IUTITUtE- SOS O'0W[O Dt.. $1111E �• WstGj 95 UPS37CH- IDR SAFRAT PAACTILLS ATTACHED TO � Palenilm THESE ITRLnom- tO m OTU[Rrl� 1 �TFD. TICREODRI6t0 (AIRD SN&L URo.PADPE AX RGuit '98 SUUCSI1tAL P11H1.a. BOTTrII stAu 630i!>� TNPORTAYT'• rUmill i LUT or Tits irSI N TRT AT143 nag COr1iACT011. A NT FAILURE PwOmTT. 10_ wnt• NT If msMMOLL /OR ANN O[TGTt15110r TRS iES(CI: Aar LAILU3E TO ulto RUSSES532 CoMmaulsSt vlINrTPI: YITr NICA111113E RNOT�1Slog%Or NDSi(NATIONAL iUSSIN lPIC1►[CATEOr ►iNl[SN[D rT Tet AAEAKAI aRIST AID PAM ASSOCIATION) ARD iPE. ALKRL PER C SKCjCSOR] Ail RLVE Or iICA ASTM AiS] itLI ULT. STTIL. ER[PT is NOTED. APPLY COIOILCTORS TO CmditAW riS lir Ad. THE UAL Tr TRS 0201" iti[gITYS ACCEPTAuff OT ADf[SS AW ESS orE oil LRCS TACE of TtIRS, Nr DtltSt ITRIRIRE L UTO of TRS OELICN, ►OSlSI011 MIM[CTORS rCCN10tE11TIEITI 0a All LAITIO" ") TRUSS'$& Hf Tu RLSPDRSIRI K OL TN[ NDUDIll6 r[S1ONtt.4►Ei TRf IArS111►1 3.1015 SECTION t. ma 1JG All 7-y CA1- 1 - = F Sc �d TC LL 20.0 PSF REF R42' -3 TC DL 10.0 PSF DATE 0310 J98� 8C DL 10.0 PSF DRN CAUSR427 98068019 BC LL 0.0 PSF CA -ENG SAM/CWC TDT.LD. 40.0 PSF SEAN - 26426 DUR-FAC. 1.15 FROM HC SPACING r .� �- }' .' ` r: .. _�.� ....� ur-m F - 730 FLAT -- TOP CHORD 2X4 OF -L #1 BOT CHORD 214 OF -1. 01 WEBS 20 OF -L Standard v PLATES DESIGNED FOR GREEN LUMBER PER KDS-91 TABLE 7.3.3. d r` 00 ON W3) THIS DBG PREPARED FROM COMPUTER INPUT (LOADS S DINEHSIONS) SBBM111to Ur lswaa nrn- CONNECTOR PLATES HUS7 BE INSTALLED IN ACCORDANCE. WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. IT NOT BE USED UPSIDETHIS TRUSS DOWN . TOP Of TRUSSST BE IMUSTLLED AS BE HARKED BY•TRUSSAFABRICATOR. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS SPACED 2OTTER CONTINUOUS ALATERALBRACINGRIGID CSPACED f0 120EILING OR 40 ORBE0.e. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L11 s:ve m ...VA — W2. 5X4 a W2.5X4 = W3X6 - W3X1D= 11Jl►'/s WL.�A-*-'- 1{3.5X4 Ol l� A IN 24-0-0 Over 2 Supports R-960 W-3' R-960 N-3' 5-9-4 -0-0 X30 C-0 /V P�� Des1 rn Criteria: TPI -95 STD CA - 7 - r TC LL 20.0 PSF 5 R .VA W. TRBTrif N,EG9INL fIT111W Cut Ill IANtlCATIDN, BARDttIa ssaiPlxo, IRSTALS[11O �D 111 PP�ICES PRRICR To W n• TC DL 10.0 PSF IiACINA..R � o ONO► 0 OR.. IO1O.TMN)�R ill MAY).B �sA 1"n"�° ot oirtoiilii c sRmtRu Aatceto 9 9I, 5 � 9C DL 10.0 PSF rPEAra� iWEisFuNcTiOM o s ��'* To Trt Ii6TALUTTGI CDN,TRrtTON, IID110 nletl�tn r /0 •FMRTAYT" FMIse A CNFT or 111E NELSON, IQ. IR�IL MOT IN Rt9CRMV sm AST OLTSATIO11 FROST MS OETSNN,: uT FA"Ll TO * BC LL 0.0 PSF FRpDYQa. ems, IRE TRusm IR CwsORlo T�N1�: NM 1AOgL'ITCIAitI ptIVIStap a nos (RI�NLL DESIGN stAC110 at TaauEs. LPINE PoRELT f1ttR ARO tPl. dCONS W AN,OSS TOT.LD. 40.0 PSF XCSNt[AS la wicancat" pmmu RI TRE G . S A[ IME OF YAf U0331 &no IIS OTyIllTlist LOL TE0 ieEils Du1CtR.w moR C`vFa of OF SSIONa R�TRK v1 DUR. FAC. 1.15 N,��OtsO R�EsSMIISIst1,171 SCUIt fa TIE Tit INA& CNN►BSAAR Duty sewn 1" SUITASIL7DI um ALVOR93BILI TT 0: SNI Sul N,N, pE5[�f01. !m SPACING 24.0' CBRTOANW�ITIWIR AST PAITICI AN, "SUBMIT Is TRE REF R427- 334? -1P - DATE 03109/98 DRW CAUSR427 98068002 CA -ENG SAM%CWC SE4N - 26423 FROM MC N �r -VALK IN CHRIS KETTLE - T31 FLAT GIR TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L 01 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREER LUMBER PER RDS -91 TABLE 7.3.3. SPECIAL LOADS -----(LUMBER OUR -FAC --1.15 f PLATE OUR.FAC.-1.15) TC - From 281 PLF at 0.00 to 281 PLF at 24.00 BC - From 20 PLF at 0.00 to 20 PLF at 30.00 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE NUKED BY TRUSS FABRICATOR. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00- o.c. IN ADDIFION. A RIGID CEILING DR 2x4 03 H.F. Q►• OR BETTER CONTINUOUS LITERAL BRACING SPACED 0 120.00" O.C. i MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r� E W1 .5X4 M 115X68 W3X8- 4-9-4 (A) THIS OWG PREPARED FROM COP?LITER 18PUT (LOADS A DIFENSIONS) SUBMITTED BY TRUSS FFR. '2 Complete Trusses Required NAILING SCHEDULE: (10d box -halls) TOP CHORD: I ROW 0 8" O.C. BOT CHORD: 1 ROW 0 12" 0 -c - WEBS : 1 RON 0 4" o.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) SCAB BRACE. SAME SIZE. GRADE AND LENGTH AS WEB HEHBER. ATTACH TO ONE FACE WITH 16d NAILS 0 4" D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF T.C.B.D. RESEARCH REPORT #2949 AND ER -5352. ROTE: BC CHECKEO FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). ALL FRAMING TO THE FLAT TOP CHDRO MUST HAVE A 4/12 PITCH OR GREATER. W4X4s W3X6= WSX66 W1.5X414 W'SX6= W4X4= W1,5X4 B W2.Mi4 N4X6= NSX4= N5X6- 4-9-4 T--0-0 24-0-0 Over 2 Supports ��/ R-4572 W-3- R-4572 W-3' 4 t _A /G 901j'vr�, Design Criteria: TPI-95(STD) CA/- 11-/L/f �L SCale°e4.4 IM,5j.u-- PUBLISHED OF VI BASS PLM ORAL [0i. REFER 70 HIt-/l (1lRDLINI IIStALI TLD AIO (�4ACI NRI, R INsTlwlf. I4a wazons IR.. SORE zoo. HAOISOI. H1 wIn. r0R SAFETT PRACTICCS PRIOR TO PEI/C9tl111O WSE r/B[TIOIS. IALESS, ITRIMS1: UOICATED. TOP CHORD SHALL 1441K PtOPERLY ATACHIC sinnu AL fAHELS. /0TT01 CHDID SUM NIYE A PWIRLT ATTACHED RIGID CttUi*. .1pelTAITA• FURNISH A COPY OF THIS 915169 TO THE 119TLLLAnOa CORIA.CTOR. ALPLIE EwouREO PILOROCIE. IR. SRA" WRt RIYowNLt FOR ANY DEYtATLGI FROM THIS CMGU*. AMY FAILTAL TO IU1LI gat TUSSIS, Or C01PoD.am YITH in OR rURICArtHa. MOO JA SHIPP N OISU11.3n AND SSP[L1i7CATT/S PMMD IY THE ME13CAAN FORREW AID PAPIUtTH R AASSOCIATIaq ARD NDS. ATIPI� DISIi1 Uql FACE 4CTal F TOSS. Am UILES�THEMSI LOCATED OY THIt.S OLSIM P1may AS OOH COMECIORSSIPro TORS TO cawisss 140 A -L. THE SEAL 09 THIS OAAHTR6 tRMCACES AUDTANCE Or ROFESSMUL EKSINEIRNG NSJUSNILITY SOLELY rDR THE TAOSi COMCRIAr Ofun SHOWN- RNC SMTABILM AND USE OF THIS CDIImfiff /OS Alf PARTCOLD 9M.,110 IS SME RISMMINLITY OF THE EAIILOMS OSSMSA. PER ARS111►I 1•I0PS UCT100 2. TC LL 20.0 PSF RFgP P4Z7--33430 TC OL 10.0 PSF DATE 03ib9/98 Joe $C DL 10.0 PSF DRW CAUSR427 98068018 BC LL 0.0 PSFCA-ENG SAM/CWC TOT -.LD. 40.0 PSF SEON - 26418 DUR.FAC. 1.15 FROM MC SPACING 24.0' 0 d t` Co rn M �4 ETTLE-:fRLK Ili CHR, IS Vtt ILt - Lo -3 I-Vr:r) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L.#1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. (H)THIS TRUSS DESIGNED TO CARRY 300! NECH UNITS;UNITS LOCATED AT CENTER: 13-6-0; SUPPORTED BY TRUSS: TOP CHORD; UNITS WIDTH: 2-9-0; SUPPORTED BY 3 TRUSSES. 150# 150# 4(4X4 = ...c nvr carat r(,.:IPI1TER IRPUT [LOADS A DINEMSIOHS) S; NITT-rP RY Th�SS 0=`'.. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCII REPORT J2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC 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 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE 807TOM CHORD. W2X4(Al) - W2X4# -- _ L--3-0.0 ' 5X4 RI W4X4= 1 13-6-0 T I 10-6-0 J 24-0-0 Over 2 Supports. 'I R-1257 W-3.5" R-963 W-3.5 PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD YARVIRG" Tgusms DEOWIE 917RENE CAGE JR fORICATION. OARDUNO. SNIPPIRO. 1RIVALLING ADD Ogg SNACINS. RIPER TO IIID -01 (RANDLI= i[STAL11D0 ADD 12MI16). PUSLISDEO OT IPS (TRUSS ►LAIC lHST1TUIE. SU D'ORDFRIO DR.. SUITE 100. MADT90R. MI. 51719). TOR SAFETY PRACTICES P:IDR TO PE�IUR TRUE FUMcnORS. UNLESS PTKUISE INDICATED. TOP CHORD SHALL HAVE WWI ATTACHED Ajr3. STRUIIRRAL VARELS. ROTIOM CHORD SHALL ME A PROPERLY ATTALM RIGID MUM No.IN3PORTAtIT•`FOLUISH A COPY OF THU DESCCH TO TIO 1!#TALLATEM CONTRACTOR. ALPIK EH01DE(RED PR04DCTS. IEC. SHALL NOT HE RESPORSWE FM AHV UTIATIDM Iltml TG[S OEfIGR; YDT FAILURE TD SiresBUILD THE IBM$ IR CDMFOi1NANCE 11TH TP[; OR FAOIICATIRO, aAIN11N0. SNIPPEHO. U37MUNS ARD HaMOIR of TRUSSES. THIS OESIOR c0WORM xnH AMICABLE PWnSIOAS Of RDS (NATIONAL RESIGN SMIFICATSON POSUSNNED HT THE AH[RICAY FOREST AHD !APR A6SDCITIOR) AW TPI. ALPINE CMV[CTORS ARE RAO[ OP "a ASTM AES1 ARCD WLV. STEEL, CICEPT AS NOTED. APPLY CORRECTITS TO EAM FACE OT TRUSS. AND UNLESS OTHERVISE LOCATED ON THIS DESIGN. POSITION CORMECTORS PER R�DRA111NCR 1f0 A•1. TNI[ TEAL OR TdIS CRAMINS INDICATES ACCEPTANCE Of PROfEsTIORAL EHOIREERINO "G"( Alpine ����1'fOdlICL9. RESPORII BILITT SOLELY FOR THE TRUSS (OIPONENT GEMN SNDRR. TRE SVETILUILITY AND USE OF TMES p $pot&Dw CA931uc COHPOR[AT FOR ANY PART1CURAR UU[LSIRC IS THE RESPONSIRILETV OF THE HUILOINR DESIGNER. PER ARIIITPI 1.1195 SICTIOR Z. � 33 T 1-10-3 1.8-0-0 �&/j rfo% CA/ -/1/ -/-/-/F- TC LL 20.0 PSF TC DL 10.0 PSF BC DL . 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0' 'VDI C- : - I 4 . REF�t427' -59024 DATE 4(0-1/13198 DRW CAUSR427 98103001 CA -ENG PBC/GWH SEAN - 32737 FROM MC .1 . r �, r � r ��• r. e . •o E-WALR III CHRIS KETTLE - T34 GIRD TOP CHORD 20 OF -L #1 BOT CHORD 2x8 DF -L #1 'AFBS 20 DII Standard :W2, 147, W12 2x4 DF -L 03: :W13 2x6 DF -L #2: PLATES DESIGNED FOR GREEN 'LUMBER PER NDS -91 TABLE 7.3.3. C:) NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOA Hi ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). DNHECTION FOR ALL TRUSSES (NOT MENTIONED ELSEWHWERE) FRAMING FROM THE BOTTOH CHORD: SIMPSON HUS26.; SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, to to SUPPORTED MEMBERS WAVE IDENTICAL LUMBER AND KINIKUK HEEL HEIGHT OF SUPPORTING GIRDER. (H)KrgMVTqftD CONNECTION FOR TRUSS T-31 FRAMING FROM THE 00 BOTTOM CHORD: SIMPSON HGUS28-2. SEE CATALOG C•PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, HEIGHTTED MEMBERS HAVE IDE NTICAL LUMBER AND MINIHUM HEEL SUPPO C SPECIAL LOADS ---(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) TC From 60 PLF at 0.00 to 60 PLF at 24.00 BE: From 20 PLF at 0.00 to 20 PLF at 9.38 8C - From 500 PLF at •9.38 to 500 PLF at 14.38 BC - From 667 PLF at 14.38 to 667 PLF at 2L.50 BC - From. 812 PLF at 21.50 to 812 PLF at 23.71 W5X6 d BC - From 20 PLF at 23.71 to 20 PLF at 24.00 C:) BC - 4572 LB Conc. Load at 9'50 � 1-+ SC - 2283 LB Conc. Load at 21.50 146X4(i) -4 416X80 V2 THIS II PREPARED FROM CONPUTER IHPCT (LOADS 6 DIMENSIONS) SJBHITTED BY TRUSS NFR. 2 Complete Trusses Required,_ -E NAILENG SCHEDULE: (10d box_nails) TOP CHORD: 1 NOW @ 12" O.c. BOT CHORD: 1 ROW 0 2" 0.c. WEBS : 1 ROW 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TD AVOID SPLITTING. BEARING BLOCKS: NAIL TYPE: l0d-box_nails BAG X -LOC #BLOCKS LENGTHIBLK INAIZSIOLK 0 3.000' 1 12" NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAHE SPECIES, SIZE & GRADE AS CHORD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WI7H THE REQUIREKENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PATTHAIRCARE IS ADVISED DURING TRUSS INSTALLATION IS ERECTED PROPERLY. DONOTREVERSE. E TTHISENSURE IN LIEU OF RIGID SHEATHING: 70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. W6XB = OR BETTER CONTINUOUS LATERAL BRACING SPACED L 72.00" O.C. HUST BE PROPERLY ATTACHED TO INE BOTTOM CHORD. W3X4(A1) 115XS= WSX12(R)411 W7X6, �3-0-0-� (H) W4X6 lu PLT TYP. Wave TPI-! Alpine OI PEO UI ITI W3X8 4,- W7 W6X8(R) m W5X6 - 10 3H 6 112.5X4 8 W13 T W1Y 1-10-3 0-0 WSX12 W5X4 R.q ��40 701 13-6-0 _I �4C), 24-0-0 Over 2 Supports I R-7410 W-3.5' R-10124 W-5.5° e� / R Desj9ln Criteria: TPI STD 'YANA[tlG•• iIlUSSES HLOOEBE ElTAE1I[ CARL [R FHRB[CAT[ON, BANOL[HB, SIUPPlNI, IASTACl1EG AIN HACINa. REFER TO IIlB-RI (HHItl211Na INSTALLUM AND OOACUIS)- PU/LISNE9 OT TDI (UUSS PLATE INSTITNTE. 623 D'SMOTRIO DR., SUITE EDD. IIINI swig). FOR SAFETY PIACTt"s FRIOA TO �Cp►ORR12G THESE FU1K'TIORS. UNLESS OUMISE IA2ICATED, TOP CHORD SYALL RATE IDLY ATTACHED HTBUCYIIAL THESES, BOTTOtl CHD20 SHALL RAIA PROPERLYTins OSSM To MY ATEACH ED RIUO CEnIRS- •tHP0uANT•• FURBIStl A COPY OF ! INSTALLATION CON72ACT01. LL%At El"'N"2E0 TO ootlets. IPC. SHALL NOT It 2ESMSI01.AILD F FOR ANY DIV[AT10N FaON YP13 pESIGIF, AM FAILOBE n ILN IRE TRUSSES NN (OIHFOISMANCE VIM Tpli ON FAIAICA"IR. HANDLING. SHIPP140- IASTAUING D MULNG Or TRUSSES. THIS IMUN CO3 UNS 1171 APPLtCA2LE PROVISIONS Or RDs W71OUL DESIGN SPECIFICATION PUBLISHED OV TRE MORICAM FOREST An PAPER AssoctATlOq AND TPI. ALPINs CONNECTORS An ARDS OF IA64 AST" A60 0140 GALT. STEEL. ExCEFT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TRUSS, AIV UNLESS OntERHInt LOCATED 08 THIS DESIGN. POSITION COIRlCTOBS PER U, IsDICILTIES RESPONSIBILITY SOLELY "t SELL TIRE an THESSS ONAMENi IR OESIOE SNO701. ACCEPTANCE SUITARILITTEAND USEIOrETHEIIS CONPONEMT FOR ANY PARTICULAR 61111.11111M IS THE RESPODSIRILIRT Of THE W1LD[NB 0ES1 ONlR, PER ANIIITPE 1-1995 SECTIDN 2. - CA - I 1 :jLL:jr TC LL 20.0 PSF Apr 101'98] TC DL 10.0 PSF No.a BC DL 10.0 PSF e1P. BC LL 0.0 PSF TOT.LO. 40.0 PSF �oFI DUR.FAC. 1.15 LOADING SEE ABOVE 5 DATE�0�4f98 ORW CAU9l4"100010 CA -ENG SAh/GWH SEAN - 32719 FROM NC O ti OD• rn: C>. r -I -WALK IN CHRIS KETTLE - T40 TERM HIP TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard :W3 2x8 DF -L #1:' THIS TERMINAL. GIRDER WITH 9-6-0 SETBACK IS DESIGNED TO SUPPORT TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 9-6-0 CONVENTIONAL FRAMING TO*THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS (FROM LEFT TO RIGHT) 2-0-0 OF LOAD SPLIT T.C./B.C. THE DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPT AS NOTED. CONCENTRATED LOAD FROM EACH HIP RAFTER IS 5410. W4X4 T 1-10-3 1 761# w4l. . THIS ONG PREPARED FROM CONPUTER INPUT (LOAOS a DIVERSIONS) SUBMITTED BY TRUSS HFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 98C). 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 #3 H.F. OR BETTER CONTINUOUS LATERAL GRACING SPACED ® 72.00" o.c. MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. W1. 5X4 D W1.5X4 M L--3 - 0 - 0----l-) ( 6-6-0 I_ 9-6-0 _I 16-0-0 Over 2 Supports - J R-1011 H-3.5' 0-1430 W-3.5' ORALIRG. NEFQ ID OlN 11 PAROL1B 141TAM MI A41 41ACTWl. POOLISMSO S9 01 '(ROB PLATE WTIRTE. SSM O'OOOF16 IN.. SUITE M. 40INX. NL 63111. FIVE SAFE" Pl1CT10ES 1,11101 TO PIRrURM REST EFICTRONt. 414133 STUBMS( INDICATED. TOF COU SPILL IKTE FNDPENLT ATTA00 SmaTOOAL FAMtG, SNTOO CNDO MSALL W( A Pt0►ENIT ATTAW[0 19=9 CUL11111. •INMTANT•- tWN[STI A COPT OF THIS KSEW TO THE 141TALLAIItR C4MACFOt. At1,19E tNT1IIERd P41DNCIS. INC. UILS IDT OE [.9941111.1 M AIR DMMON FAOII Milt DESIGN: ANT FARORE TO 1N1L0 = UUUS 71 OOM►St at WEN TN: IS FARM MMA. NNUXING. SNIPPIN. UN:TMLING AN 1NAC141 N T415RS. THIS NESHI CONFORMS NITO AFIUCAUC M0179100S OF IDS CRATt6MR DESIGN SPECITICATION F41LI941N NT TEE A41NKAR MUST AID PAM ASSOMM010 ARD TPI. ALPINE CCQ:EICTGK ANE un R 2ju ASTM A6S3 CAn GALT_ STEEL. (SCUT At NOTW. APPLY CQNAECWIS TO (Acm FACE IF TRRSS, AND 411.193 NTHIRNISE LOCATED DN THIS DESIGN. "UTRON CONOECMrAS PEA WMIUS. 10 A -t. TRE TEAL SR TAI& DIMING INDICATES ACCEPTANCE OF UMIU90 M CRCIYtTR1BD US►41SUILITT SMUT FH TSE MOTS UJDONINT DGSICN CNOV11. T41 SDrumn"IABU TAE 0► 111115 eWaDd F N AQ FANTICTIAR GOIL0190 1t TRS USnXS1JWTT OF THE W14010 OISMS&R. PEN ANSI/TPI I -MIS 1ACTION 1. _ \ -I0 -0-0 eGF, 0 'N .40 4q� 9D&O LAI-111-1-I'tr TC LL 20.0 PSF TC OL 10.0 PSF OC OL 10.0 PSF 8C LL 0.0 PSF TOT.1_D. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0' REF R4 W33SW DATE 03/44798 DR W CAUS1421 98068046 CA -ENG PBC/CV SEON - 26473 FROM MC 0 r 4` (KETTLE -WALK 1N CHRIS KETTLE - T41 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. o' i` �i 0 A 'rR n x2.5X4 T 1-10-3 i 114X4 - T91S ONG PREPARED FROM COMPUTER INPH (LOADS 5 DIFIERSIONS) SUBMITTED BY TRUSS NFA. CONNECTOR PLATES MUST BE INSTAtLEO •IN ACCORDANCE WITH THE REQUIRENENTS OF I.C.S.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC 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 Q 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ! 72.001 o.c. MUST BE PROPERLY ATTACHED TO THE BUTTON CHORD. bit -SX4 ■ WI . SX4 dl I 1-3-0-0-3--j 6-6-0 I 9-6-0 16-0-0 Over 2 Supports R-483 W -3-S" R-797 11-3.5' TPI- IlK11l REM TO 01-91 inva 1C am INS ime. its 9roN )F10 CLL.. $itu M. mwomi9 uta:ImilONf. %KISS 018£10 UMMAL ►11143. pfTGN CHOW MU YI rlrMTART" IIR032 A DOW OF Tali D ►,DUCT&. Tic. SHALL NOT K tESMWIU I UILD TRC TR"m IN CmanA6cE 91 Is TPI U"INO U TRZEIZ$. TUIS KslU CHF] CO"O"s, Alt POM 0F IOU AM A1563 GAI E&M IAC[ Of EMS. )DID UUM OTRIUM DRAW3065 166 X -L TM SM 01 MS 00j COICOINXT TART PART1C" 4%LDE1i 3s AN"Im 1."Is SECT10N t. Design Criteria: TPI-; FAIRTCATION, RAROLINS. WME06. INISTALLM AM OR AU NKU9O. "I41SRE9 RT TPI "USX ►UTC W. at SSf1D. FdR SAFETY PRACTICES PAI01 TO 1KICAtED. TOP CWRD still UVT PAOPERLY ATTACRU PROPERLY Anh: RIGID CEILINI. I TR THE I1SGLL1710 CODTRACTOR. ALPINE EROI:EDED U► 0MAT1GN I= TO$ RESION: ANY fAnVJ Ti POUCM110. KWL31e, 311/0116. IDAAIlI19 AD RM APPUCARLE nU38101S OF OS (►ATI6114 DESIGN i AND ►MER ASSOU4720) AID TOO. ALPINE LUC ON THIS OESIN. 9TI0 NEi1tTou PER to 101CATO ACU►TARCE O► 01CFESS30UL EI311EEt1N1 I K31s1 mum. INE Si1TAIJUTT All RE D T1IE U 00019RITT OF TRE GO1491/1 11[3161[1, PER -+Z-0-0 %,A/ -PI TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. SPACING- 7 W I Irl � ��-/-/-(F ScaIeEr.1275 20.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 40.0 PSF 1.1S 24.0' REF R427 -- DATE 03 DRN GWSIL427 98 CA -ENG PBC/C SON - 26479 FROM MC I i i (KETTLE -WALK IN CHRIS KETTLE - T42__!12! GIRO TOP CHARD 2x4 OF -L #1 BOT CHORD 2x8 DF -L 01 WEBS 2x4 DF -L Standard :NL, W2 2x6 OF -L #2: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS OESIGNED TO BEAR AT SPECIFIC LOCATIONS. d PARTICULAR.CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE - 14T 1� 00 T 0 .q E rn 0 NOTE: Be CH9(*ED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). ADDITIONAL LOADING (PER TRUSS MANUFACTURER) ----------------------------------------------- BC - 1746 LB Cone. Load at 1.00 8C - 682 LB Cone. Load at 3.00 Be - 1746 LB Cone. Load at 5.00 W5X4 Be - 1157 LB Coes. Load at 7.00 Be - 2140 LB Cone. load at 9.00 412.5X4,0 j WSX60 412.5X4 ft 115X6- W5X8= 445X8 - TRIS ONO PREPARED FROM CONFUTER IOUT (LOADS 5 DIHEBSIONS) SDBHITTED BY TRUSS HTR. s2 Complete Trusses Requ i r.ed E::� :2 PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. NAILING SCHEDULE: (IOd—box_Iatls) TOP CHDRO: 1 ROW 0 12° O.C. BOT CHORD: 1 ROW 0 4° O.C. WEBS : 1 ROW a 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' a.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. (H)(R)(0) CONNECTION FOR TRUSS #98068004, #98068009. #98068015. AND 98069006 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26-2. RUS26. NUS26. & LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. 116X4 (R) # W4X4(Al) - W2.5X4 O 1746# 682# 1746# 11570 2140# 412.5X411 (R) � (P) (R) �(0) (H) 6-3 - 0 - &-J 1 6-6-0 I 9-6-0 _I X16-0-0 Over -2 Support '1 R -48S2 V-3.5' R-3899 W-3.5' ave Iri- Destnn Criteria: TPI •• "VMS REOOIIE [KOM UK u FNUNTION. BUMM.- SRWPPM. INSTALLIDO X* w aro sT65I ITAfDtt54 IRSTALltS6 A3i1 fRRCisOi, tNOItsMEO K T►1 fum ►UT5 So I) -=no OR.. S[sTE TDD; INDISOL m S>i11q. ran SAFETY nAMM Ftlat TO 0 nett IHBC73M. 011as ITYCURR ttlP[CATEO. Tor amp mat PAVE nOFULLT ATT"M L VMS. MM aW eo[L BAS! A PR0IQLT ATIMED R]QD CUL116. op. r5unn A WT R TIES 814105 TO TIE INSTALLATION CONSRACTn. Aut6a 06100000) Si. 0" NOT ME KV90 MC TUR ART MUTIat NOR TRIS OESIM AN rAMRO TO TRUSSES CR C1AfOIjw= NTN TTI: 44 riA1COM56 MOLINA. $19MIRL. 32STALLMS AND TIO• PIeLEisNIO ST TYx jCU TUWUM NS No NIN�ASSOOCULAiioNA D t, wM UA 81stat S ARI p= of 81 told ALTM "" SK40 BALV. NLN. 91U►T AI NOT/0. WILT CgUICTasS T5 0r TRUSS. ASD UNLESS O1WWK LSGTED N TMR 01SM rOS"gon ONeICT6RS MR 560 A-1. IRE SEAL OB THIS DRABnM WICA113 ACCEFIARCI OF FROFFMCFAL I6RIRILRIRD i0 AW PAitIICCULN TRUSS if IS TRISPOMSIS10" Or TIEE Niio3 ii 8131 R. i0 5x15 3_199s Stntn I. XT.1 -T L4'2_ vo Igo TC LL 20.0 PSF RIV R*g 538 TC DL 10.0 PSF DATE 03010/98 .BC DL 19.0 PSF DR11 CA --4b 98069001 BC LL 0.0 PSF CA -EKG PBC/CWC TOT.I.D. 40.0 PSF SEAN - 26487 OUR.FAC. 1.15 FROM HC SPACING 24.0" 0 0 (KETTLE -WALK IN CHRIS KETTLE - T4S TERM HI TOP CHORO 2x4 DF -L 01 :T2 2x6 OF -L SS: BOT CHORD 2x6 DF -L #2 WEBS 2x4 OF -L Standard 1CONVENTIORAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE HANUFACTURER. NOR TRUSS FABRICATOR. PERSONS c,: ERECTING PROFESSIONALUSSES ENGINEERER£CGARDINGED TO CONVENTIEONALDVICE BY A LOCAL FRAMING. THIS TERMINAL GIRDER WITH 11-6-0 SETBACK IS DESIGNED TO SUPPORT TNO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 11-6-0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION TRE OPPOSITE FACE SUPPORTS (FROM LEFT TO RIGHT) 2-0-0 OF LOAD SPLIT T.C.18.C. THE DESIGN OF ALL CONNECTIONS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPT AS NOTEO. �• CONCENTRATED LOAD FROM EACH HIP RAFTER IS 576#. 1155 C)' �N w8xe® T WSX84* W2X4CAI) 8 w2. $X4 al THIS DWS PREPARED FROM COMPBTER INPUT (LOADS 9 DIHENSIORS) SUBRITTED BY TRUSS HFR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS 1S DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC 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 0 24.000 o.c. IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00• O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2X4CAI) . SX4 U '-<-3-0-0--j d3X8a fie -3-0-0--j 10-3-0 12-6-0 I 10-3-0 _I 23-0-0 Over 2 Supports' 'I R-2294 W-3.5- ' R-2279 W-3.5- _ar,%R Design Cri In— law"n. ..au... a..na.. - 0. t[FER IO HiR-11 QMYDLINI INVALL010 NO DUQM). SNIUSNEo a TP) (Timis [LATE OTE. NOS 0•mno PR.. suln 200. HAD[m. IT astUl. as SATOF flA010E3 FIDS TD Mtn Ta t i0DCT1DTs. UNLESS OTK NI3E DIDIC-UM. T® u =HALL HAVE PtOJEMAT ATTACKED 'URAL PAIIGSr 9DTT011 CUM DULL NAVE A PHONEY JWIX EO RIGID GEIU11N. RTANT-- TIIUO A 0" If ITIS REs[GT TO THE tKTAIUTIOi COTTMM' ALPtl1T tiwTH[i!ED XL INC. So" IIOT IN KPON SINLN rGM1 ANT DEHIATION n0H THIS 01331111; A!f FATLIRE TO Tot TltDa[S ID C&wQIRARtt ItM Tn. OR 1'011ICATSYD. EAUL3u. SHIPPTDO. IRTTALLMO AD II— r Timms. DOi Pismo GONRd11l Y1TH APP►IGUIE PtOYISIUS Of 1103 NAntlu TLOR KMLtSMD IT ICAN THE AMERr=Est ADD PAPER ASSOCIATION] ADD TPI. ALPINE TACE OF TNLS. AND Ciof iLC3fOTHERHASS,IL[ LOCA119 01EEL. EXCEPT Till$ PtSIOR.SNOTED. APPLI PO$tT[OR CA�IECTIRSCNLEit TO IRM MT 9RLLT OHSTbt TRUSS ON C0110411111 011001[111 OSSl61 $Nounn THE LAlTACI Of t111TIDNAL AND USE [at THIS EOL AM ►ARTICULAR WILDING Is THE MS10l3INlLIT1 01 lot as Win DESIMtI. PAZ 1-19ls SECT30 S. -0-0 CA -1--// - Je� ?a5`/Ft. N X TCLL 20.0 P Fc ' 7--33539 198 TC DL 10.0 PSF E0 ,{ 9/98 'A 8C DL 10.0 PSF DRW � 98068046 * BC LL 0.0 PSF CA -ENG /CWC TOT.LD. 40.0 PSF SEAN - 26493 wt DUR.FAC. 1.15 FROM MC SPACING 24.0" Ton rAnsnn HIP GIRD) THIS ONG PREPARED fROH COKPUTER INPUT (LOADS R 01H£NSIONS) SUBMITTED 81 tnu» tern. a _ - A f----7=:2__ -WALK IN VTIM14 ^ TOP CRORO Zx4 DF -L 01 BOT CHORD -2X8 OF -L #1 REBS 20 DF -L Standard �o PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. d SPECIAL LOADS / PLATE OUR.FAC.-1.15) ---,(LUMBER OUR.FAC.-1.1S 60 PLF at 0.00 to 60 PLF at 2.71 TC - From 00 TC - From 81 PLF at 2.71 to 125 PLF at 5.60 477 PLF at 4.71 N BC - From 477 PLF at 0.00 to 460 PLF at 4.71 to 460 PLF at 8.50 r` BC - From 302 LB Cone. Load at 2.71 TC Bc 363 LS cone. Load at 2.71 0� 9 - 120 LB Cont. Load at 4.50 1- C) HANGER TO BE SUPPLIED BY OTHER.S. W2. SX4 id3X8 B W1 .5X4 Il '2 Comp I ete i rubbes Ict:yu t I cu NAILING SCHEDULE: (12d.bDx_a511$) TOP CHORD: 1 ROW 04 12' o.C. BOT CHORO:' 1 9011 ® 5" O.C. WEBS : 1 ROM 0 4" O.C. USE EQUAL SPACING BETWEEN ROYS AND STAGGER NAILS IH EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS -FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIOBEO TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING•. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" 0.c. IN ADDITION. A RIGID CEILING OR Zx4 $3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 120.00" 0.t. MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. RECOMMEBOED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C•PT96H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM NEEL HEIGHT OF SUPPORTING GIRDER. 2-10-8 .+8-0-0 Ttawv= •----- 611.5X4 B 363$ 120# (C) 5-9-8 -I [e_ -8-6-0 Over 2 Supports --�'�) R-2008 N-3.5 -~ R-2428 W-1.5" wave TPI- -95 .g3 IRG•" TIVSUS 1[01T1t ESTRE9E AAs, W" 1t1an. l tt TO 811.91 t1ARDLIHR LBSTALL110 AND RRALtIU:I. 9u1t15NID D1 t71 (T1USS RATE I-Swun. ADS DIOTOFID Pa..Htfss OTAPASE 11DI Q[ATED. � 000 SHaHxrM i ,IT[ PROPE¢ Y i7uCILD IERPM1us THEM FOEW001S. MAL�W A PROPERLY ATTACHED OEM C[11116. &IBUCTU1AL pn,,S. "I= MM •TMI,RTAYT" PIRRISI A W►Y Or TRIS 1ESI,1 TR ►� ITAALI too, .0 UEACSS6W mAll FAILARE ED mu amnan PRODUCTS. IIC. 31A11 NOT Rt R[SPOain T iqt Ali. @Wtl THE TRIMES TO cOHfdtlt4E(E YITN Ttl: OR TAAPPLICABLE PICY1310. S'OF ODSO. 11STALt RI IND SS (Cu1Tmalo aPY10S1ED RY TR[ ANEITCANDFOREST TAND PLAPII ASIOGATIO )1AIM T%t.I AtA1REl DESIGR COIIRECTORS ARE MAO[ OF SOW AS= ADS, BRAD V11. STEEL. 1tCIPT It 11TD. APPLY CUIEC- TO EACH FACE OF TWSS. ASD HntEss D1H[RYISt [[DATED 01 TM 0[Slit. POSITION CRHttCTONS P[1 OF rAls 11AVIN 1t 140 A S�9LRTTIURt:A [ n/ffli iioi[ii'K3141 ESHBON. Pr THE SUITiRUIC � U COPINNIATrll M FAVICOLAt RTIL0110 IS IN ROPIISIMITT Of THE RUILDIAO D[S18Y11. PEA ATSIATI lt>b 46& 09 0•.I.n1.1-I-IF Scale3.75' TC LL 20.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LO. 40.0 PSF DUR.FAC. 1.15 LOADING SEE -ABOVE REf- R4Z74W,13295 DATE f"403109/98 DRN CAOSR4 4806803B CA -ENG SAMICK SEAN - 25471 FROM MC a t` KETTLE-WALK IN CHRIS 'i1 TTy c 750 H1 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 20 DF -L Steedard -tt Slider 2x8 DF -L A: BLOCK LENGTH :Rt Slider 2x8 DF -L 11: BLOCK LENGTH - 2.417' 2.417' PLATES DESIGNEO FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-6-SPECIkL LOADS (1994 1180- N r— CORNER SETSARE CONVENTIONALLY OFRAMEO0-00 ACKS WIT H,NO WEBS. 14 THE TRU51 9 CONVENTIONAL FRAMING IS NOT HE RESPONSIB1LI" OF PERSONS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. N PR'TRUSSES ECAUTIONED ADVICE PROFESSIONAL RRtGGAROINGCONVENTIONAL FRAMING.A LOCAL (W)THIS PORTION OF BOTTOH CHORD MAY BE EXPOSED TO WIND PRESURE.GNED IN 0 TO 1SCOABOVEEU GROUND W4X40 02X4 ft W3X410 6 r---,, 413X6 (C6) m W3X86 44x4 TRIS ONG KEPARED FROM COHPUYER INPUT (LOADS L DIMENSIONS) SUBMITTED B1 TRUSS HFR- CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 ARD ER -5352. HIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTTHATITHIS TRUSS IS ERECTEINSTALLATION D PROPERLY. DONOTENSURE REVERSE. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.06oc. 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 20 HEM -FIR 03 OR BETTER @ 24.00'0c. ATTACH WITH 2-16d NAILS 8 20 DIAGONAL BRACE PER NIB -91 13-2.1 FIGURE 33. OR DETAIL COIAO- HSUPPORTUHHIPRAFTER WITH Y SHEET HCCRIPPE 3 LESUCA-HIPS 4 EVERY 05-07-14 FT. 00. NOTE: REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" 0.c. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' 0.e. MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. W04 ft, WM-0 M4 Sb 413X8= N1.SX4 R W2.5X4 = W3X8 = 413X6 (C6) .3 W2X4(Al) = W4X6 B (w) 1 6-0-0 11-0-0 6-0-0 73-0-0 over 2 Supports �1 R-1849 W-3.5' R-1849 W-3.5' R3-1024# R3-1024# I IIIIV"' T1OltSiS a=,, E[T1Eg CARE Ea PA[tICATIW4. BAAOl is:1. snl r►ur". wa,....n. 0. RtfTa 70 1111141 0MOLIID InSTALLIC AVD 111"110). TMlt5910 ET Tit IBM HATE WK. W3 O'DVOF10 OA.. SOETI 100. IODIS01. 11t S7719), lei SUET! PAAC71C1S ►AI* TO mia Ta[s FUNCTIONS. anti! 07atawnt INOTCATsO. TO/ 01010 SHALL HAss FVAPmT ATT9= Um TA)E11. 201700 CHORD SNALI INT[ A P110FOLT ATERCM 1141D CEEIIATA. ORTAITA* FONST9 A CCR 2F TMs OEi)Ca TO Tal IMMIAT1O COalanSOR. ALP101 WISICRE1 Kia. fat. tnu NDN at alSNa3121E Fp A11r OECAATIlklas NANOOLINi- SV WWW IOSTALLINS AND 1In TIRftS 11 01NF44IA2C[ 2In n1: 0l rAN1KAT[26. CATION ROMLLIsaDTITS IT TAT A" C40VOIcAx WS Olt" ST "SD °`.IPn ASSOCL L �1 t WIVEL DEl16N !CT12S ACE NAGE Of 101A ASTM ASSN 0140 wm am. raw AS Low. AP►LT CO7D'At7U11 TO FACTDr TROSS. AND UNLESS OTHERV[tt LaCA140 ON TR[S DESECIV. POSITION COR1NA•T012 TIA &.I.RE EAL an TRUSSt00001IST DESMI SHOWN THE S111ASKITT AIB 0s[I ofLLIM DOERT Fol A2T ►AAl[CO►A2 FD[IPION 16 THE 1ESP0[SISIlITN 0r THE 091LBIW 1[S[F10- PIA W7w E-IDVC sa410a It. cow 7 so 1)ms 4.8-0-0 CA/ -/1/-/-/-/r TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 40.0 PSF DUR.FAC. 1.15 SPACING SEE ABOVE REFfX427'-33380 OATE I03/06/98 ORW CAUSR427 98065013 CA -EMG PBC/CNC SEON - 2.5420 FROM MC i A sr • �. ...,L, T u ruR T S KETTLE - T61 COMM TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 20 OF -L Standard :Lt Slider 2x8 DF -L BLOCK LENGTH 2.9 :Rt Slider 2x6 OF -L $i° BLOCK LENGTH - 2.969' 0o 'ej PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. d (W)TRIS PORTION OF BOTTOM CHARD MAY BE EXPOSED T4 HIND FOR S75RMPH•TEYPOSUR£DESIGNED 0 �. E. TO IS- ABOVE GROUNDHEIGHT 8. N W3X6 (C6) W4X4- THIS ONO PREPARED MON COMPUTER FNPOT (LOADS S OIHENSIONS) SUBMITTEO BY TRUSS NFA. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMEHTS OF I.C.B.D. RESEARCH REPORT $2949 AND ER -5352. THIS TRUSS IS OESIGNEO TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIMS SPACED 81 24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 f3 M.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° 0 -c - MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2X4(A1) - WZX4(Al) 0 T TYP W2.5X4 a W3X6(CG) - (w) 1-6-0 IJ 11-6-0 11-6-0 23-0-0 Over 2 Supports . 8-920 4-3.5° R-920 Y-3.5' SE,Crm ww,CAA95W I- WALN[SG•• TlOSSES 111441111 I-nit"NL wu ,. r....r.••-•.. -- IT IVI TROSS /LAIC IAACISS. IUD W SIM 91 (LMLIM IMSTALIJIO AID BRACINL)' r ;AFETY OSACTICES /ILOI TO I YSTITDIJ:. Sp D'OIOF10 ON.. LEST OTgngSE doiVTED. T CBE CHM SMALL HAVE P40PERLY ATTAD IENIOINIIO THESE FUNCTIOAf. 0lZESS A PROPtAL1 #TfALNIEO R1410 CEIt] SC. STIOCWRAL PAAtLt. SONTEM NNSN110 SHALL BAV't IMPORTAST•• IDMA[SM A art tf TIT E IEStOR TD TIE INSTALLATION CONITNASTOR. AAF1eE E110L1EI0lO /S.ODIICT1. INC. fH#l1 NOT S[SPMSM T►I.0 aFASNlCATVINOY FUR TI=NIARMLEMS. SSIP RL INSNSTALLINOEAND Kw m TNuE IS ON COVORNS IHTB APPLICABLE PROVISIONS OF MDS (NATIONAL 020111 T80 a UACTtAw. Im vig"ECATEM IDILEEEAEo 41 TR[ Mae" PO L #m PAPER ASSOCTAS " D TPP. AC4NA1 COALTOM ASE wn Of NOSA ASTM #ISS 0240 GMT. STEEE. IIQOt AS NOTED. #PKT COIAiQOAS TO SMR IAC( OL ToM AIM UNLESS OTNNENYtSE ID4TIO ON =5 DTSIH. POSITION CQtlNECTORS EER iEspulilBliiTi SOLaTTF4S Mt T®ENITSE�Coi►OHaT 9Lf7�SI0# - ruTCSEE 01 SVITABILIITTF AA" � �u CMN�OBENT FDI ADV PARTICOLAA 04103Ni IS TSE IESPOISIBILITT of T&A BUILDING OLSSCI4R. PSJt ANSIFIPl E.Isss $OCTIOS t. +8-0-0 -TS �/ . 0 ,40 CA/-/I/-/-/-/F TC LL 20.0 PSF ys �6 TC DL 10.0 PSf t�84s Io BC OL 10.0 PSF ' * BC LL 0.0 PSF TOT.LD. 40.0 PSF FE DUR.FAC. 1.15 SPACING 24.0' DATE"" 03106]98 DRW CAOSB . 9806soos CA -ENG PBC/CWC SEON - 25425 FROM MC (KETTLE -WALK IN CHRIS KETTLE . CG TOP CHORD -20 OF -L 01 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. SPECIAL LOADS --(LUMBER DUR.FAC.-1.16 / PLATE DUR.FAC.-1.15) TC - From 0 PLF at 0.00 to 90 PLF at 4.24 TC - From 0 PLF at 4.24 to 120 PLF at 9.90 r- BC - from BC PLF at 0.00 to 30 PLF at 4.24 j` BC - From 0 PLF at 4.24 to 40 PLF at 9.90 •+ TC - 276 LB Cone. load at 0.06 W1.5X4 10 0-4-3 112X4L��� - MI.5X4 M M Lc ---4 - 2-15---� -10-13 Over 2 Supports 8-974 W-3.5' R-61 64-1.50 THIS DUG PREPARED FRON COMPUTER INPUT (LOADS 6 DIMENSLOES) SUBMITTED' BY TRUSS NFR CONNECTOR PLATES LUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AN ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: 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 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3-10-3 B-0-0 • TDT- .• mwua acvu..a ... om --- UDC ALD "9104). lW1ESA[D BT "I (MUSS putt KIn TO D11.O1 .. SOMd 00- X1 SO7 O'OOF[I 11.. SYIT1 I00, b►OIIOL. RI 55719►. f0R SBfiTT pRAtntts PR102 TO I TBESC McTtm. uLass OTSIERISE T®1CATEo. Too amb SHALL HATC PSOPERIY ATTACHED • ►ACEIs. Bills wOW SULL DNC A PIOPtkty A ucm RIGID CR LVAM. It_ FW M A OOpY dF iial $W0 To THE ISSIAILATM C09MALTot• AL►1NC ELOILCRCD IAL- pall ROT CC AEtP0 11110 FOR AW OMAT300 fRON THIS Ulf'"' ANT FAEIUIE 10 11ASST9 a CORTORBAeCt RITH T►11 OR tASu"nLB. HAmin. SRI►P7n. IHsTAEuls Ano I10H�PGaSIISH[DTITSTN[ i /CjI [�elll aDon �'T um APAPPLIQ AssOLrA� Al HaD TaPi.0)A mE �slsL 1 ARE BADt OF 200A ASTM AASS W" "L9. STEL. ACIDS AS "WED. "FIT CAI NCTOIS to OrTRUSS, AND ULLCSS 41OIAWSE LOCATED ON THE% DESIGO, f05113"CGRRiCran N1 IED A -I. THE SEA DN THS DIWNG TLDI.CATES JtCcCMVTI of P10FRSSINAL 16019MINO lot 1#OR ATT tLAAItEDtAE 4131.610 0 I�0TTN1E1 �ONSN1ON lR1 DF TOE BUILD 910t0CSIGINll AND - PER E Uf TBlS 3•I9lS SIITIDH I- - s -w 1 - - - F Sc A e w..Rr �yB 4f8616 »b 6>0,10� It F TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF REFR42 - DATE A1316 DRW CAOSt427 9 CA -ERG SAM/C SEON - 2S269 DUR.FAC. 1.15 FROM MC LOADING SEE ABOVE 3/47 7®a $8027 . C • TRIS ONG PREPARED fR68 COMPUTER 1H70T (LOADS a OINENSIORS) SUBMITTED BY TRL135 HFH. (KETTLE-VALK ITW LnRA�-- TOP CHORD.21t4 Of -Ll BOT CHORD 20 OF -1 #1 WEBS 20 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ix- SPECIAL LOADS ---(LUMBER DUR.FAC 1 0. /PLATE00 to 90 PLF 0 PLF C.�1. at 4.-24 15) •TC - from 0 PLF at 0. TC - From 0 PLF at 4.24 to 82 PLF at 8.10 N BC -.Fro o 0 PLF at 0.00 to 30 PLf at 4.24 .-� Fr0 PLat F 4atto pp64 40 PLF at 9.90 TC - 116 LB ConeLoad ED MPROVIDE CONNECTION FOR 20D# 3 -10d SINKER MAILS ITo BERAILDNINTOBEARING. CONNECTION FOR W1.5X4 W1.5X4 0 3-2-9 _- (T) 112.5X4 - R- 107 W-1.5' 1E---4-2-15---� �.-e-1-4 Over 2 Supports --3j R-690 Hr3.5° CONNECTOR PLATES MUST -BE INSTALitU 111 A4'rVRU/Wti.c n=..• •� REQUIREHENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR THISRCARE IS ADVISED TRUSS IS ERECTED PROPERLYNSDOLNOTIENSURE REVERSE THAT NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCF, WITH TABLE 16-8•SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m 24.00' O.C. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR HUST�BEEPROPERLYUOUS ATTACHEDRAL BAING TO THEC60-ITONACED 0 72.00* O.C. CHORD. . +B-0-0 iteria: -TPI- .y Tj(•r• TRUSSR 2E1019E EATRENE CAR' IH �_�•`•`••"^• """ DNAc[Rc. tEFER TO r15.91 (uNDtEOR INITAtLUC2 A- sllC1R¢). �Tn`�LT: Pp`ACT1tu 91101 TO LLiTFTOT[. SRS D'OIOF6D DR.. guilt EOo, xADIS09, 6a 9711). 1WULFDNrINS TMSE #93=1M. UNLESS OTFARMSE INDICATED• TOP CHWaD SNAII NATE .10►LiIT ATTACHED SnUCTURAL PANELS. SDTTOr MRO SMALL WAVE A PROP�RY Al7AEAi[0 R10TD CEIlLLO. ' WSITANT" ►DANISH E COPY OF TRIS trPONSIBLEOESIPONOr TAART THE MISUIIAT)DR Cost�AR01. ALDTHL F7IRIior IT11EERID 11011.0 i� Isc. yl COWHo4MA1 MTH TDTD1; ON FA¢RICATLRO. NAWL1rqjjTI0 FROM 15. SNUFTEO.INSTALLI No AND "Ann of TVSSU THS onto CgrFONHi BETH App""", 7SOVIStoNS OE EDS (NATIONAL DESIGN SPECLEECATION PUILISM DY = AM.6CAS FOREST Aro PA►EI ASSRCIATION) m0 IPI. ALPIHC �d KIALI AREOf Kol OF UNLESS ASO A653 GUO LoMy- OaEBIS OESL4M. ►OStKCtPT AS IIETIION CUONNEM%s fPLT CNCIS iD IM pAA9INOS IED A-E. THE UAL ON THIS ORAVIN¢ 1nICALM 061.AgE:THE sulmittly Am E Of P¢OFESSIONAL USE SEIOF THIS 4CxIonalRE0081141LITI ARV PARTICO AR 99TROT 4 11BUILT Tax Tog yaudS0THE1RESIGI036RJTY OF To' SY'IIDSNR OESIGHSR. M TNl1 AMITPI 1.6791, SECTION 2. C CA- 1 - --F Sete 5 Ft. TC LL 20.0 PSF R R42 X92 yg TC DL 10.0 PSF DATE / 03 09/98 g 8C OL 10.0 PSF DRW CAUSR42 98068036 IT BC LL 0.0 PSF CA -ENG SAM/CWC TOT.LD. 40.0 PSF SEQN - 26456 FC DUR.FAC. 1.15 FROM MC LOADING SEE ABOVE 81 —4 rn; 0I (KETTLE -WALK IIT CHRIS F -till TOP CNORO 20 DF -L 61 SOT CHORD 2x4 DF -L 61 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ADDITIONAL- -- -LOADING (PER TRUSS MFG.) TC - 204 LB Conc. Load at 0.06 IN LIEU OF RIGIO SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 01 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 j3 H.F. MOR UST BEEPROP£RLCONTINUOUS ATTACHED TO THEBRACING BOTTOMSPACED 72.00' 0 -c - MUST RD, 1 204 W1.5X4 II M2X4(A1) 0 611.5X4 N W2.5X4- 1,----3-0-0--B'j �---7-0-0 Over 2 Supports am 9-876 W-3.5" R-39 W-1.5• WfO928 3-10.3 -0-0 TRIS DWS PREPARED FROM COMPUTER IMPUT (LOADS ♦ DIMERSIOAS) SUBMITTED 51 TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIRENENTS OF 1.C.B.O. RESEARCH REPORT 62949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16•B -SPECIAL LOADS (1994 UBC). e& 9°�A Gti DIM Criteria: TPI -95 STD CA - 1 - - - F Scale -.37 t. 5 R -W 116.*• HOSS11 REWIRE ESTREIE (ME IN FABRICATION. 1AHDLIHO. slHnm6. IHstautxR AAD Ies(uu11 AINI alwtlsl. P eT rnT (tS ►RTE TC LL 20.0 PSF REF R --33 4 1RAttla A1iu TO Nlt•9] NtIIDurR no SO ENSTlym bet D'OYDFIO Dt.. S071E Too. mmsm. 'DIM to fl. no SAI Eft PRACTICES MOR TO � a FUNCTIONS. ORDS OTMMSE INDICAl- TO► WORD SHAH NATE IAO►EtLT ATTACHCD TC DL 10.0 PSF DATE D3 f�ti`9 f 98 114FOR1110 THESE STRUCTUtAI PAxELL toTTOA am saLfL HAZE A PROP[IQ.T ATTAC= 21010 CUUM � FOt1ISH A CM OF TNES OESIiI TO TOE ENSTALUTIa COMMAAUl[Q NWeEOED BC OL ID -0 PSF DRW CAM427 98068028 •.V",AYI" PRODUCTS. ac. SOU 10T tt NTs►OWKE To INT avlArTa1 MM TMS DES1611: ART MM To CONFORIaM M1TH TPR: OR (EaRICATMl H@ WC- 9ta►INR, EEiSTAEU NO AID - BC LL 0. D PSF CA -ERG SAN/CVC B0[►O TUE WX= M WAC[ETi 7s1lSS[f- arms Um6m COFOR" k1T ArAKCMtE 1tOTISIOHi OF 103 (NATIONAL Im. WIR ASSOCIATION)AMNECTOU ISO TAPKT ! STEEL TOT. LD. 40.0 PSF S£Oli - 26459 CONFl- C ¢� ME IK O°,� ASIR AMI GALV. C T TO EACH FACE OF TRUSS. AND UAIESS OTNENN`nE LOCATED ON THIS DESIOx. POSIt101 CORRECTORS PER alC DUR. FAC. 1.15 FROM MC 9MI163 LOO A -T. FRI SEAL ON THIS ORENINS ENDICARS ACCEPTANCE OF PtOFUStONAI USE Of RESPOgLREIETV SUALT ICA TM TNUSS COMMENT OESEOI SHO1R. THE 30IiAt[►ITT AMB USE of Titlt PEA CM01M NOR A%T PARTICULAR OUROINN It THE RESPONSIBILITT Of TH1.t01LODS OESIONER. - SPACING 24.0" A15S/t16 1.1096 SKTION I. 0 j � r�� .. ..� . �' 4- j , r i + `� THIS DUG PREPAAEO FROM COMPUTER INPUT (LOADS 6 DIKEBSIORS) SUSKITTED UT ittvaa nrn. r•e .1 _ .-n nn na orC LlTTSI TNF (KETTLE-"sv IN CHRIS Ktlt" - TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L 11 WEBS 20 OF -L Standard �Q PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TASLE 7.3.3. d ADDITIONAL LOADINO (PERTRUSSMFG) TC -•- 172 LB Conc. Load at 0.06 BCW (T)PROVIDE CONNECTION FOR 255# UPLIFT. Ai1CHORAGE MUST BE r— CONTINUOUS TO THE FOUNDATION. RECOiOIE-PT9NDED CONNECTION FOR UPLIFT: SIMPSON H2. SEE CATALOG C PT95H•1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MINIMUM NEELMBERS HEIGHTAVE QF SUPPORTTIINGLUMBTRUSSSPECIES AND ES -) 01 b 0 I r` M r, rn F N1.5X4 (5 92.5X40 1 172# 6 3-2-9 (T) 8-0-0 412.5X4 W2X4(AI) MI. 5X4 e t�3-0-0--j �_5-8-12 Over 2 Supports—� R-866 W-3.5' R--255 W-1.5' T TYP. pave TFI- CONNECTOR PLATES MUST BE It(51AL.LeU in nwvnwn.•�� — REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352 - THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING TRUSS IS ERECTED PROPERLY.SOOLNOT IENSURE REVERSE THATTHIS NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 U80. IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 4} 24.00° O -C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. CONTINUOUSOR BETTER MUST BE PROPERLYATTACHED TCSPACEDL BRACING 72��' �•c O TRE BOTTOM terra: •YARtl111t1" RIIStiS REOUTAE ESTp■ilF Wce S. r.n......... IRICI RR. QEfFA i0 BTR•91 Mal in t■STALLM ASID IIAOlAO)- PUSU StltO BY TPI _ 10 issnyum. 1w Wous SO■CTIOIf. OREf3 OT■CLYISE SUITS to. B■ltlT(D. Top CCj. Ill PD Wat HAVE FOR SJVM PPaO■ERf,7 ATTACYED �IRFOAAIAGIMVCIYYAI PATALS. RTT■Y ONO S■ALL "IS l PTO TK Iny ICH OummR. -"WE Ep (MAZO •[Itf4YTNT'• NU■1So I COPE CF TUR DEET6Y O[PEAT1011 PRdI iYn OESlis: ANY fA1L11E TY r■R■Cn. 1■E. SFOAL IN It AESFD■S1fLE FOR AYT IOtlAI 1ESAN ■URD T OS lt SYARSEf10 OW AM 1111a TH. COtlr/RYSDYIipAIPP:i:0= PY ISIO■S Of IMS f(MT UYf AND 1Putnunam PUElISY19 RY Sul , r wi eDNTED�. unr cl AECTOLf To CO■■ECTO$S ARE MADE of EOOI ASTU VA FAC■ OF 121M ARD UK= QTTW OSE LOCATED ox ittlE On74Y. r06tT101 gY■Eti'Rf Pii OkLWIMS 1■o A-E. THE SEAL m r SQEII ptf DAANINT �sICYEs60Apb`tPIn i filTUOl�lT101UltDUSE 1a%Ei�s IESPOUSluui= Iu ONEKE IYDSS tmo UN tOWDImIT FOR Nal PARE1COYKfrf u INS1ltSP0■StEIItT■ ar LYE Rollo UO 0012018- Fit MUMS l•11A SECIM E- L5(!� 4 �`0 '00J46,1 CA - 1 -/-/-IF IScra4�e Pm.375' TC LL 20.0 PSF N. TC OL 10.0 PSF ,e L BC OL 10.0 PSF om * BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0' ;EF _R` -33394 DA7t'0 6Y/' b9/98 DRW 41 96068001 CA -ENG SAM/CWC SEQN - 25455 FROR . MC 1 f f, i y t i r _ UAT (KETTLE-et»�w sn enna.r ..•-..-- TOP CHORD 2x4 pF•L #1 BOT CHORD 20 OF -L #1 WEBS 2x4 OF -L Standard � PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CL FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634.016. A625.376. :847.045. OR 3.045.610. W2)(4 (Al) W4X4 TRUSS BELOW TATS DNG PREPARED FAGH COMPUTER INPUT (LOADS E DIHENSIDRS) SUBMITTED BY .TRUSS HfA CONNECTOR PLATES MUST BE IHS/ALMLI An nrwnv►uoc -••- REOUIRENENTS OF I.C.B.O. RESEARCH REPORT '2949 AND ER -5352 - IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' D.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 120.00° 0 -c - RUST BE PROPERLY ATTACHED TO THE 607TOH CHORD. 4(A1) e O.3--10 0-33--10 I 5 2 6 I 5-2-6 J _I 10-4-12 Over 2 Supports ) 8-434 N-3.5° R-434 W-3.5' D ;IIMMIVS, oOSSES REQUIRE EWJM wa .+ r,,.,.......... •-- --- RRA InD. RCFER TO 010.91 (HLDO M IRSTA"t"G AD BRIICIA61- COFOR, 1[0 1T TPI CKS PLATE ISIST lwc. Sri 0.O80PIO QR.. sum 700• NIDISOt- Yt 5311➢). FOR, 31,1111 111111 tES 9tI0R TO �Wm�n[0SOCHORD LLAOPROPERLY ►TTACREO A PROPERLYATTACHEDRIGIOEIS. y 1SgOtOR C1OIDSBALttu9t AT" E/ALWL NOT HE R SOOPSIRII 041 ON AM JOT HE I PSULIXRQSQ TB t [Fi : ARTs CONTRACTOR. 11AILURE�� � 8ua0 Ax TlOSSES 1S 108FORNMLT Hits TP1; CR /ASRICATIRD. 111,01186. SRU►1ER. IRfrdLllEQ AW SPECIEt of flUDN PBtl[SYlD ST THE ARttpCAtDF07E3T Ab W[! ASStCIAT[OR) A0 TTPP).�AAIA R MAL OESIW CO/R[CTORS ARE Not or IDSA ASTI< AKS C140 CALL. ST[n. E3CP1 AS NOTED. APPLY to�37ttBRE 171 EACs /ACE 00 111113. AND MnS OT/[RVISt IOCATt/ a TRIS O'BICR. MUM COWCU PIR t[SP07R► OILLITT SRLELT FORISO A.Z. lot 3IAL TOE OTIUSSICOIIPORMT OLSKNSBBU��ATNE 31110E Or PTALIUST Alm USEONAL OFUn iivttolst FOR Ain O) TICIF AR AU7W1tR it THE SESPORSIBILITT Qr THE 11M.Wi E COMONER. PEP +8-0-0 l� 4 A >4t( xf- CA - 1 - F - - �-- tM � TC LL 20.0 PSF .yg ,a TC DL 10.0 PSF �GS3al5 � BC DL 10.0 PSF �� * BC LL 0.0 PSF t TOT.Lo. 40.0 PSF REF R427 -T0 1442 DATE 03709/98 ORW CAUS.4427 98068026 CA -ENG SAM/CWC SEAN -.26465 FROM 11C � DUR.FAC., 1.15 SPACING 24.0° REF R427 -T0 1442 DATE 03709/98 ORW CAUS.4427 98068026 CA -ENG SAM/CWC SEAN -.26465 FROM 11C r C. '� '� r � �� a i_ ` � i (KETTLE-VALK 1N CHRIS KETTLE - HIP MAY TOP CHORD 20 OF -L $1 BOT CHORD 2:4 DF -L #1 WEBS 2x4 DF -L Standard L,, PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 0 c: FOR PIGGYBACK DETAILS REFER TO DRAWINGS 3.048.810. O i� n W2X4(Al) a T N2.5X4 ,0 M2.5X4 ft TRIS DWO PREPARED FROM COMPUTER IRP07 (LOADS E DIMENSIONS) SUBRITTEO BY TRUSS NFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949 AND ER -5352. IN LIEU OF RIGID SHEATHING. TOP CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS 024.00' 0/1C. 10 LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED * 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED e 120.000 a.c. MUST BE PROPERLY ATTACHED TO TOE BOTTOM CHORD. U2Y4(All w 0-33--10 0-3-10 3 8 6 I 3-0-0 J1 3-8-6 J 10-4-12 Over 2 Supports I R-434 N-3.5" R-434 W-3.5' Oesfan Crlterla: TPI - "YAl1[YG* TEUSTES RCMN EXTREME rwn: Me NN M tt10 Eo Ipr9I (9AMO _ 6sutlla MO 11ACT101. PUAISM It TH (TIM PLATE T1ITETHE. 913 rONOnO ON.. SUITt 900. 1O1D19NN. Y1 6A71N. "I NIETT ►AICTIUS ZEIN TO MEFOE1tA0 Ma Ft KTIONS. UNLESS OTMEWIEE 30WAI 0. TOP cW SEAIL UTE ►l1►pLT ATTACKED StAR7WAt NNTLS. IOTTOII &DLO =AU BADE A FNQMLT ATIACHO 11011 CEIUET. MINPOITANT" "Wn ► calf OT TNI$ 019168 TO rK INSTALLATION CDRTRACTR. ALPINE 0111 ED pROMn, INC. 9141. NDN u IWO/311LE FOR AFT MENTION RN TILS IISICIE ANY FAlllt[ TO TI[ILD Tit{ TRO>'Ns U OOXF0MCE 1ITR 111: N 1A1a1MINg. NAME 6. SWIEW INEMI06 ARM SMIFFICATIDIT FUUSLISM 41V M Anata E�CEESST RAXD�111R AU►OC[LTtO" AD Mi.nS of US �0®l OE 9168 04011 Eno }ACE OF THUS9 AND 111168 OTMtA114t LOCATED ON 111SEXCEPT RES[6R, roS cam, -it ARE AIM of in" ASYK AW U40 VAI- STEEL. AS 6100 CONNECTOORS I'll TO O&Mika& 160 A•I. IRE SIM ON TRIS ROAN INDICATES ACCE►TAECE OF PROrESSIONAL EEIIRIINIMO 'Sp NjbILjjT SUELV FOR IN AND U CO6►ON[el FOR ANY PARIICUUM WIL01N It III 1UP0118gIl91T Or TML RU1L01N6MINENT DESIGN Slam. TIREMTF 0KKRERSE ER TRIS AESIIT►1 1.1696 SECTION Z. ... 01A Ni,, 4�pR4�b,R�� V FFN, "II ILI-I-I-IF TC LL 20.0 PSF TC DL 10.0 PSF BC OL; 10.0 PSF SC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.1S SPACING 24.0" Scale -.375"/Ft. REF R427--33540 DATE 03/09/98 DR11 UlSS427 98060047 CA -ENG PBC/CVC SEON - 26496 FROM KC THIS DW6 PREPARED FROM COMPUTER IHPOT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS FtFR. wee _lArv% _ nn—re u7TU 7UC (KETTLE-NALK IN CHRIS RnII�c - TOP CHORD 20 DF -L #1 BOT CN)RD•2x4 DF -L 01 WEBS 2x4 DF -L Standard rn PLATES OESI614EO FOR GREEN LUMBER PER MDS -91 TABLE 7.3.3. v � MOTE: BC ClN:C£ED FOR 10 PSF ADDITIONAL LIVE LOAD 'ACCORDANCE WITHTABLE 16 -8 -SPECIAL LOADS (1994 UBC). SHIM ALL SUPPORTS SOLID TO BEARING. P). IN LIEU OF RIGID SHEATHING: tom- TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED .� 2BETTER CONTINUOUS LATERALABRACING CSPACED 4a 1 0G OR 4003 OR°.e. MUST BE PROPERLY ATTACNEO TO THE BOTTOM( CHORD. (1� THIS PORTION OF BOTTDH CHORD MAY BE EXPOSED TO BIND fORS75 mill. EXPOSUR£RUSS DESIGNED B OTO 15`O ABOVE EGROUND WITH UHEIGHT. 411.5X4 W 4i2X4(Ai) _ w1.5%4 fl CONNECTOR PLATES HUST BE THS Int.LLU An r..�.,..,..... •• REOUTREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS IS ERECTED PROPERINSTALLATIONVISED DURIENSURE LY. so NOT /Ji 0-3-15 0--4 19-99-4 R-131 µ-1.5p17-9-4 R-174 W-1.5' V3X4,0 R-116 1f-1.5' 6 r - R -274 N-1.5' R-291 W-1.5" R-70 U-1.5' R-340 W-1.6' "6 H-1.5" *16-9-4 .14-9-4 +13-9-4 ..12-9-4 c CANT �z•°'0'o s 2 o a�—e4i< ,0(W) _P -4 -oaf -0-o-4-0-05-0 %��- CC L<--3 - 0-6 -12 � pep24-6-0 Over 10 Supports �, P. wave IVL- si4n Criteria: TPI- •YARNIRG•` pIVSTES RiCUlR[ [[1R[MC CM[ w rnuu.o...a - - -- - - OTS PLATE NAACIRT. [IATA To MIS -91 lw1D)Li[0 1R97ALEt&G AND 81ACIHC). 9YilISA[D 1Y S►1 i� �ISSTITIT9. TSRI ENCTIO[5l" "1[[OTRt'0;E17M01CATED. yol CIM SOALI MVE PROPERLISI ACN AITCD SMCVAp PSS. NTTO [1011 VAIL HAP[ A PROPTRIY ASwA= REDID C1I11110. •WQ,,TA1T•' FORUM fCWT UP INIS ,Ll COF�E6 An DiirI8 To BOX ATJON FF1o1 N DOS D�ES[A: AV tAl"ll TO EIRED /lOglCi,, LNC. gj Ip BUILD DII attFITRDOY IR OD �EfMDIiiORtT�OM WITH AMiCM# IN UEgn as ADS i1A1[oRNALIU3901 SPC�� AMqUBL9sNE0 Or THE MM OF AM A11tl AN AM CS40 GAV. " FGMT STEEL. 9 EPASSOCIATION) Wll- A>PLTAIM 171- �tCOGtREt1.ORS To S PER g� Lor TRUSS. w OhTm S � gT� ICATES AKON THIS SEHANCE OFIPROF[140 LSIOMALEER[IR[ERL10 ccPONEIYT%m � PIRTTraR THE90AAR WlkofN�1B[Te[S/0131Rlulf RI ii[ amm"6 DIS16RER- Its. TY AIM USE OF TNts I AX3S$IPI 1•,l" SEa"M [. w.TC LL 20.0 PSF ya TC DL 10.0 PSF mms a. BC DL 10.0 PSF mm t BC LL 0.0 PSF TOT.LD. 40.0 PSF �! OUR.FAC. 1.15 SPACING 24.0" REF' R4 33429 DATE 03/09/98 D RW CAUSR427 96068017 CA -ERG SAM/CK SEOH - 26342 FROM MC i 4 " L' • 7 0. ru rUDT Z VVITLE - TYP JACK X TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 'NOTE: SC CHECKED FOR 1D PSF ADDITIONAL LIVE LOAD ACCORDANCE VITH TABLE 16 -o -SPECIAL LOADS (1994 UBC)- (W)THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIND tv PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. n. FOR 75 MPH, EXPOSURE B. 0 TO 15' ABOVE GROUND HEIGHT. SHIN ALL SUPPORT` cru Tn TO BEARING. SII k2X4(Al; - TRIS DUD PREPARED fROA COMPUTER IRPUT {LOADS d D[Mid)ORS) SUBMITTED GY IRUSS HFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m 24.000 o.c. IN ADDITION, A RIGID CEILING OR 2x4 ¢3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ! 120.00' 0 -c - MUST BE PROPERLY ATTACHED TO TWE BDTTOH CHORD - R -3 W-1.5" 0-3-1%-13-9-4 .13-0-4 i-1.5• G W1.5X4 to 01) 0-O6- —4-6�r— —� 11-6-0 Over 5 Supports i R-306 Y-3.5' R-71 W-1.5" -95 •YAANII[0.. �SSLS RMIRE EITIEIL IOU - r.w.-.-...------ijiLgino BY TPE (TRUSS PGI( GBACO6. BITER TO Rig -91 (RABBLING INSTALLUG UB 9NAC[H:). MITUTE- 113 D-PBBfll IN.. $1I76 20- RAOISOR- UI f01 BA/CTr PBACI7L[S Mr0[ r0 PEITOUIBG TRIS[ r9NCTIGtS. UNLESS GT►l1OSt ISDICATED. TOP CROID SHALL NA)E fAUPERLY MUCREG STROCTTAM PANELS. BOTTOM CRDIG SUYT. PAVE A PADPEALY ATTACHED REBID CEIi1NG' •EEwaETAn•• rUM3, A COPT or TI61 OESPIN TO IRE "INSTALLATION CDRTLWIGI. ALPEIE P1GTNEETO REU P gV=S, ]St. STDUG NOT BE RESPONSIBLE FOR ART GE1TArE0i1 FAn11TLE1 oluoe: All ►AnINr AND Into Tit UICUi TlOsSEZ CO OIHUDTIUS fIm, CGAFORS 1618 APPLPCA= PROVISIONSTI TP9'. OR FARITCAT"g- OF uf(NATIOQK 11310N SPECIFICATION PUBLISHED tT M AMUCIZ HEST AND PAPEA ASSOCGUIUNI A- iAPP ALPIU[ COUTITORS ARE HAD/ Gr [ORA ASO' AND H*HJ= T 13 IGAO SE LOCAIID YMt1 IM T A ote C CIOtOLY � gGK 10 SUN OWIINGSEOF 160 A -Z. THE SEM ON THIS "AGING MKJUS AOCEPUARCE o► PANJILIT AND 416 *1 THIS .ESPUNSIIE►TIP SOLELY POR MU TRDSS CO10'D>81T IESIiR SXDIN. THE BUILDING OT AGO R- 1 fBB5 ICONPONERASCITPI 1-1995 natal A. u SRI BESrGBSInuT1 OF YeE BUILDING G[StGIER. ►Ha -0-0-0 3'S'\/.5 %o '* 4 zoo)// � _ CA! Lr_ TC LL 20.0 PSF TC OL 1D.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.15 SPACING 24.0" RE"4VV- -33383 DATE /'Mj06/98 ORW CAUSR417 98065014 CA -EKG PBC/CWC SEAN - 25428 FROM NC :.s i I f r �t - �. i d t .., rurJte xFTTLE - TYP JACK S _I TOP CHORD 2x4 DF -L 01 BOT CHORD 20 OF -L iOl WEBS 2x4 DF --L Standard PLATES DESIGNED FOR GREEN LUHBER PER NOS -91 TABLE 7.3.3: NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 U8C). SHIN ALL SUPPORTS SOLID TO BEARING. !P4 IN LIED OF RIGID SHEATHING: jZ1` Top CHORD p c 6EINBRACED ADDITION. A' RIGIDERLY A CEILING ORED R2x4S#3PHCFD i OR HUSBETTET BE PROPERLY ATtACHEDTO TREBRACING BOTTDMSPACED CHORD,120.00' O.C. �i 6 f n; —i 413X4 R R-314 W-1.5' T 1-10-3 1 R-75 W-1.5- W3X4 W THIS ONG PREPARED fROR GOHPUTER INPUt (LOADS E OIHENS)ONS) SUBMITTEO BY TRUSS HFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED 70 BEAR AT SPECIFIC LOCATIONS. THAIRTRUSS IS ERECTED PROPERLY. 00 NOTCE IS ADVISED DURING IREVERSEON TO NSURE TTHIS 0-3-15 R-85 W-1.5' 3-6-4 R-305 N-1.5' 11-6-4 -+A- 0-0 1�--4-0-12-0-0-7-0- ' 11-0-0 Over 5 Supports -- R-134 4-3.5' Ion Crit `'BANSENG^ TRUSSES REODLMI ■uu pSAtStiO. ROEI TO NIB•a t IISIALLIND An 65911(4). PPIL1SIED IT IPI {TRUSS PLATE tNSnTm, 609 Dlmwto a-. SUITE too. IODISOI. UI SSJ1P). TO5 SA/[:T PAACi1tES PRIOR TO PE EUMN5 I FU=fn. UNLESS DTHINNITA UMICATE►. TDP Ciao SMALL YAn PA PERLT ATTACKS O STWCTUM 0,MM. T4TI61 CRaO UALL• MAIL A MPEP►Y ATTAaN 11910 CERIND. *INPORTAIT•• FtMSN A COT OF TRIP OES1w 1D THE pp7ALLATEon cmffRAt=. ALPIK IECIBRRID PRO0911%. INC. SULL act DE DESfWSISLC rat W pErIAT16N FW TNIS 01 ON'. ANT EAJLCRI TO BURG TM TIOSSIS to CORfaxdCE VITO TIE. ON PATRICATIGS. Ul10UN1, SNIPPIAA. INSTALLING AND LUCIUS of TWSIES. THIS 013141 194WORNS Stat AMICAILE PI4nIt006 OF WS ENATUM GESIGR SPECIFICATION NSLISMS ST TIE "Es"CAN "Non AND PAPP ASSOCIATION) AND TPI. ALPERR UNNECTORS All WE of ma ASTI 1563 "40 GALT. $IEEL. EECEPT AS NOTED. APPLY 000111CTTSLS T6 LACK FACE OF TRUSS. AIN UNLESS OTIESNISE LOCATED ON SKIS PLUM POST" CONNECTM PER IRAWIJM ICO A.I. THE SEAL ON THIS ORANINB INDtCAIES ACCEPTA lUrNtE DuroPTtWAn0 081OFEiN17 IESIONSISILITV SRELT Ht TEE TRUSS COMPONENT DESION SIIDYN. CWONENTIa PART�ETITIC=LAI SUILDINS IS BE RESPOIt5111utt W THE 6OILGGLO DISKIEA' FEI ANSIITPI S + 5-0-4 T �� JL)L 1 3' -5 TVs �(Jk } I®` n41 'STD . F �g 11006 * 16#% - A 7C LL 20.0 PSF TC DL 30.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF — - - - REF R4z7 -33385 DATE 03/09/98 DRW 4AUSi1427 gwe034 CA -ENG SAFE/CRC SEON - 25432 DUR.FAC. 1.15 FROM HC SPACING 24.0" Job: DETAIL-921ALTERNATE BRAC N*TE: SEE CRANING VENA DR L FOR LUMBER. PLATES. AND OTHER DATA OT OWN ,TRUSSES REGUIRE EXTREME CARE IN HANDLING ERECTION AND .BRACING. REFER TO iPI HiB-91. SEE THIS bESIGN FOR ADDITIONAL R SPECIAL PERMANENT BRACING AEOUIREMENTS. ICBHORD UNLESS OTHERWISE INDICATED. TOP CHORD 5HALL 8E LATERALLY RACED wITH KITH PROPERLYYATtACHEDOCEILING�. SHEATHTNG, BOTTOM fnl A R ` of T TVD t.U1W IA) BEXEQUALLY'SSPACED. BETTER ATTACHCNITH 121S8dATERAL NAILS.BRBRACINGO IMATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY EAECTION CONTRACTOR. VANY OF THE BELOW MENTIONED ING TYPES MAY BE SUBSTITUTED% 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY AIONCONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d HAILS CONTRACTOR. D.C.BRACING MATERIAL TO BE SUPPLIED BY ERE SCAB BRAC% SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. A77BE ACH WIT BYERECTION0 4' D.CCTORRACING MATERIAL TO ro c o 0 0 o E=3 0 0 0 0 p C= [� G c cs o 0 C= �ALPINo 0 o TRUSS o [ 7 C G C C o SEE CRIB MAL DESIGN FOR PROPER GEMENSTONS quINPORTANT@Ms».K�,`:Ea :aR,at1 rasa WAANING�a WPI%. 1515111:910YCAdo DOI MOOD rlq+ Etat all 1611 tt IIEst vIctrlcEl laD. 611 SII/ tolcl.a. $EC 1410-91 of IPI. SEE 1143 KS159 rl�lae t0 tutee ere yasc Iu OOUOMOIM r1YI *pigs YE IPI. lap /9SIIIa114L srtClfl frtesltEta IisC14'0 Pc rIrE11 tYElclePS Ells 1UOc 0r tJsl NLY. s1EIL .ESltl6 ESM AVIPUEUI3. Itltes ofIEI.IIst YO141E4 1'61► Mgt YII 1 [JCS/1 b NOR6 fir" I cal0Stalt 11 tact flet or o10P0 cl0ll D CEIEJ'tlllr /111910 111114 PPOKO Imuss ws WACIS Ont/Mltr toulrt of EMs 0If1UL /0slllal LY &I 4"D K101000 61EP1610 . IIOIIaI EIWS OOIst010ss W't caEllYwJJ'S IY.. 10s t t6sE-f. OISIUI st►IDErct IIll" rsoPERI AIIELEO Pitlo LCIlYO '- K[ CO11 cJN t/IPIIIC+sEt /qOV lslw6 of 109 s V1. EII le614EP•6 ILPIUt IEDIIIIIL SSVE11 011/111 TOP Pam SEII al tots 0011310 Yrl1Es 10 Me COMM 711 PtrltlEo 14PL ORIslu ErytEu11011. 1C11U7t 1 cwf of glut in OILY. 110 sella fol at PEllt011Pa1 IU Ml'_"WA LI, oESI01 11 RIE_ wait tram CIICO .PACuoe. �4114 p IA A �p� pry toe • �- .� jq . .°'%<<� TC LL OAW CD103 TC OL PC OL tto. �ulae�s * • E4-63691 >k BC LL TOT.LD. OUR.FAC 30.0 PSF 15.0 PSF 5.0 PSF 0.0 PSF 50.0 PSF REF R99*=42Z DATE 06/28 OAW CD103 -ENG FM I 1.15 24.0' 0 PIGGY BACK CAP CONNECTION DETAIL (1) + CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRULOX NAIL PLATES OR 4"x8" 1/2"CDX PLYWOOD GUSSETS ON BOTH FACES OF 'TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES 8 REQUIRED JOINT PLATING. N ' 2X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED & ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (1) REV - 4/22/93 - PLYWOOD CALLOUT (A) CAP T * 2x4 PURLINS TY (A) BASE TRUSS A • P r� O O CU 24" fV- MAX CU102 t� NUMBER OF NAILS REQUIRED TRULOX 4-61) REQUIRED ON EACH FACE 1/2" CDX 4-61) REQUIRED ON EACH FACE PLATE TYPE :RED (A) FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALTERNATE SHOULDER DETAIL © 4 .i.�us+s x*IMPORTANT*IIALPINE ENGINEERED PRODUCTS. INC. SHALL NOT DE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0918s BY TPI- ALPINE CONNECTORS ARE WOE OF 906A 6ALV. STEEL MEETING ASTM A448 9R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OIHEHNISE LOCATED ON THIS DESIGN. POSITION CONECTDRS PER DRAWING'S 130. ISO S ISOA-F. DESIGN STANOAROS CONFORM W/APPLICAOLE PROVISIONS a NOS c irt. AN ENOINEER's SEAL ON iHl! DRAWING APPLIES TO THE COMPONENT DEPICTED IE1E IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. WARNING1,ans'B RED"` Ex"EHE CARE IN NNOLIK ERECTION A OEESSIO BRACING. SEE HIB -91 BY TPI. SEE THIS OE FOR ADDITIONAL SPECIAL PERMANENT BRAC ts�w' OUIIE/ENTS. UNLES! OTHERWISE INDICAI YA CHOW SHALL BE LATERALLY BRACED WITH LY ATTACHED PLYWOOD SHEATNINO. BOTT CJA7v....'.�44�� WITH PRO1 ALL ATTACHED RIGID CEILING 6�pr+� * Anne TECHNICAL UPDATE 11/1/911 FOR • DRYWALL APPLICATION- FURNISH A COPY TIN w'�, ! DESIGN TO TIE TRUSS ERECTION CONTRACTO a `• Q� SPECIFICATION FOR 0000 CONSTRUCTION /AA• nr f-I'V%w Ut51IJI4 U"IT. TC LL: 50 PSF TC DL: 15 PSF 8C DL: 10 PSF TOT. LD: 75 PSF --��� DATE: 1/28/93 •' CD102 ENG@ FM DUR. FAC: 5 % PITCH: VARIES SPACING 2=0'OC TYPE: DETAIL .--IPI - TRUSS PLATE INSTITUTE. NDS - 1291 N•IONAL DESIGN lob: THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS NFA. n - O ' TRUSS PROFILE If/ za" D.C. FURRING ' TRUSS PROFILE WITH 48" D.C. FURRING BUILT-IN CRIPPLES BUILT-IN CRIPPLES o IN r (REMAINS IN PLANE --I - WITH(REMTTR UUSSS)) PLANE --I m WITH TRUSS) I WITH (0) TYP. / A6 HIP WITH FUR I -PLY �A6 HIP CHORD EXTENSION L PLY (D) TYP. 15 HIP WITH FUR. 1 -PLY 115 HIP WITH FUR. [-PLY �� 94 HIP CHORD EXTENSION (-PLY N4 (IIP WITH FUR i -PLY #3 HIP Willi FUR I -PLY 03 HIP WITH FUR I -PLY SETBACK 02 141P CFURD EXTENSION I -PLY SETBACK -•I CI --� • /92 HIP WITH FLIM (-PLY I�TBi� N I HIP -PLYGIPOP. MAY ( 0 ) ( B ) ( D ) ( D ) ( 8 )\ #1 HIP GIRDER MAY .QBE MULTIPL EMEMBER —�r-- DE M(1(1IPLEMEMDER PERMANENT DIAGONAL BRACING (e) PUPLINS SPACED a 24'O.C. TYP. APPLIED TO TOPSIDE OF FLAT TOP (CONTINUOUS 2x4)CIUP.D BY ERECTION CONTRACTOR (D) CRIPPLES SPACED 24' D.C. TYP. (SEE URACING DETAIL) (D) FURRING 6 FLAT TG SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. YI HIP I MAY BE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. JACK RAFTER, (B) PURLINSSPACED a 24'O.C. TYP. PERMANENT DIAGONAL BRACING APPLIED TO TOPSIDE OF FLAT TOP (CBNTINLIPA 2X4) (D) CRIPPLES SPACED 48' O.C. TYP. CHORD BY ERECTION CUNTRACTOR (0) FURRING 6 FLAT TC ( SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. « NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD EXTENSION (TYPICAL) ( SLOPING TD FLAT) #1 HIP, REFER. TO ORIGINAL DRAWING FOR 14URE INFORMA I s SET DETAIL - SECTION A -A START OF TIE TOP CHORD PURLINS EXTENSION /(CONTINUOLIS)/ (SLOPING TO FLAT) L� ROOF SHEATHING JACK RAFTER. PERMANENI D AGUNALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)+ NOTE: PERMANENT DIAGONAL BRACING NAILED TO UNDERSIDE DF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL] 10 91 IIIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT #I HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS STILL REQUIRED.) � 1 I TY. - o **IMPORTANT**ALPINE ENGINEERED RIEE E= C=1 o E= o tONSBLFOR INC,S. Y C�PTRUSS C� � DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY [�C� O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI [�p C� ALPINE CONNECIORS ARE MADE Of 2OGA GALV. STEEL MECTINIO ASI" O C=3p p A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF o TRussItoUIILESSOTHERWISE LOCATED ON THIS DESIGK POSITION O� CONtEC1ORSPERORAWINGS 1)0. ISO 0 1BOA-F. DESIGN STANDARDS CONFORM W/APR (CABLEPROVISIONS OF HOS G IPI. AN ENGINEER'S 1� �SEAL ON THIS DRAWING APPLIES TOINE C0W'OIENI DEPICTED HERE [= IN ONA Y. AMO 611A11 NO1 SC RELIED IYUN IN ANY O111ER WAY. l'] 1� n CI t_1 r� --IPI - Im 165 PI AIF 111511 illl F, IWIS - 1991 NAiIOHAI. Of EXTREME WARNINGTW"-HaINO. ERECTION LARE AND BRACING. SEE MI8-91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED Nil" PROPEPI LY ATTACHED PLYWOOD SNEAINING. BOTTUM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE I1/1/011 FOR PROPER ORYWALL APPLICATION. FURNISH A COPY OF 'ITIS DESIGN 10 I1E TRUSS ERECTION CdIIPACIDR. IGH SPEC If If.A11O11 EOR MOOD COR911111CTION TC LL * PSF TC DL +► ' PSF EIC DL PSF EIC LL * PSF TOT.LD. * PSF CILIA. FAC. * c . i R427--35912 04/29/96 CDIt08 :i. JCB: GABLE END DETAIL Slk MBACK !:JAIL TO LEDGER 12' O.C. ) (BRACED AT 55' O.C.) -,,, ROOF MATERIAL CD112 '6 - 10d CUMMON BLOCK A35 NAILS LEDGER (NAIL FH3( K ) ( C ) 10 VERTICAL DUTLOOKER Nit-IOd NAILS) GALL 11 GaELE EMD X6rDIAGONA ° (K) SPACING FOR H3 = 56.0' O.C. REFER, TO SI)PSDN CATALOG C-9414-1 FOR PRODUCT ATTACH14ENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (Pl: It SSI ) /(M) BTR STP,DNOR CK H.F. #2 OR IcN> cG: (N) 6MAXC I I \SI ) -.\ \ , (PI) PEAK PLATE TO MATCH C014M04 TRUSSES. (SI) SPLICE PLATE TO MATCH COMMON TRUSSES (HI) FEEL PLATE TO MATCH COKMON TRUSSES. (D) OPTION TD WEB PLATING: USE (3) -2 - WIRE STAPLES (0.072 OIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI) L (HI) RUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. 2X LEDGER COMMON TPUSSES STRONGBACK (M) BRACED AT 55' O.C. (C) 1X4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER, LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE W/2 -8d [COMMON NAILS. 24' MAX GABLE END ��� / (HI NOTE: CHORDS TO BE 2X4 FIR -LARCH #2 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER B� 3-10d BRACE / NAILS / EACH END OUTLOOKER CRITERIA 3.5' MAX. �- TYP. NOTCH a 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LIMBER GRADES MAX. LENGTH WITI(GUT BRACING (N) MAX.N W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 11-10-0 J)I 7-9-0 15-6-0 it L BETTER. 7-9-0 15-6-0 )(1(IMPORTANT1f*"IPIHE ENct1EE"`° PRODUCTS. INC- WARNING""s'E' aE°UIIE EXTREME CARE ESS! o p O o p C= SNALI Iq/ BE NEsvaHs[BlE FOR ANY IN HANDLING. E/1ECIION ANO C=3 p O = DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS. OR ANY BRACING. SEE H10-51 BY IPI. SEE THIS [IE91G p p p [=3 FAILURE 10 BUILD 111E IAt55 IN COIFOIINANCE WITH osTea OV TPI. FON ADDITIONAL SPECIAL PERMANENT BRACING Ca p p O ALP 111 CONNECTORS ARE 140E OF 70GA G►LV. STEEL NEEM/q ASIN OUI REMENTS. LfA.lSS OTHERWISE INDICATED. C=) C=344Ab GN 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED NIIN p A L P I N E p IA,sS AND UNLESS OI1KNr lsE LOCATED ON 11115 DESIGN, POSITION lY AT IACIEPLYWOODD lrooD SIEAIN IND. BOfION Cl fr � C43845 p C=3 C0111ECIo1+s PEA pa ArI1L5 170. ISO C IOOA-F, DESIGN STANDARDS NI1N PROPERLY ATTACHED RIGID CEILING '- [ 63491 p p COHTdaN r/APRICIOIE PROVISIONS of NOS C IPI. AN EIgIIEEP'S ALPINE fE[NNILLI IR011E 11/1/011 FON 6p. p SEAL ON !NIS DRAWING APR IES f0 11E COMPONENT DEPICTED VENC OPYNALL APPLICATION. FURNISH A COPY OF IM TRUSS O IN 011 Y. AND SHALL Iqi 0! PELVO UI'O11 IN ANV 011<rl •AY. 0[S IGN IO I1K IIRISS ERECTION CONINlC1011, fr I,lY1t p ['a n 11 IfMl;i Iq All Hrllllll F., !AIS - 1091 WIIOIUL Il/SIGH SI'ICIF II:A11011 !OO MI/(111 LONSIIIIICIION p TC LL 30.0 TC OL 15.0 BC OL 5.0 BC LL TOT. LD. 50.0' DUR . FAC. 1..15 SPACING PSF REF PSF DATE 10/31/94- PSF DRW CD112 PSF -ENG PBC: PSF 0� TC LL 30.0 TC OL 15.0 BC OL 5.0 BC LL TOT. LD. 50.0' DUR . FAC. 1..15 SPACING PSF REF PSF DATE 10/31/94- PSF DRW CD112 PSF -ENG PBC: PSF 11AY-11-1998 08:37 FROM TO 5382140 P.01 T� Nw#hStar ENGINEERING Civil Engineers Planners, Surveyors FAX TRANSMITTAL SHEET DATE: Q' r —[CIA JOB # SEND TO: Name - I fv pt1 �TQ Company 6 L-4 T T E' c_.o• Phone # FAX # MESSAGE: T �— Fi�-1` "� ri G L� L j F T-0 4 .20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 5_30.893-1600_ T-FAX•893-2113 .-.— FROM: Name Company Phone # FAX # E-mail NUMBER OF PAGES: --J F F G 14 F L 16 NORTHSTAR ENGINEERING (530) 893-1600 (530) 893-2113 Cover sheet plus I sheets .20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 5_30.893-1600_ T-FAX•893-2113 .-.— ��-....JR4-w.-,.....ti. - • r ^ � MAY -11-1998 08.37' FROM TO 5382140 P.02 ENGINEERING Civil Engineer's Planners : Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Kettle Residence located on Slope Oaks Court, Paradise as provided by Longfellow Lumber Company Inc. The purpose of my review was to insure that the Truss Designer used the proper lateral loading where required based on my lateral analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper lateral loads for the design of the trusses. We did not verify the structural design of the individual trusses. We did not review and are not responsible for the proper dimensions of the truss with respect to the floor plan, the layout of the trusses with respect to the roof framing plan, or the truss framing configuration (i.e. location of girder trusses, individual loads applied to the trusses). The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE ?�o�essroNs NorthStar Engineering o x C 053590 A 9P -,A q_ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX -893-2113 sr CI V 1t �l \ CF C A.L! F O TOTAL P.02 C OOK - .� oOUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). 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. Flashing at all exterior openings. C.D.F. responsible area requirements. j v2 Ta Aho "P 6t I Ail T oLCQ Grin /mac a r �- o /7• 7a� S T a. a 7 z� - ! SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: P, BUILDINGPERMITNUMBER PLAN CHECKER _ �S A. P. NUMBER: 5 :;?c50 — Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. 1 Proper description of work on application. 'A 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. "TT Tn A T r%T^IV A TT [4 _ 4- Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). —2` Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or pa ems. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 r9 F; Chris Kettle''. % 6221 Talley Lane Paradise, CA Re: Single Family Residence A.P. No. 055-350-036 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] .Comply with plan check list BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 [x] Resubmit Plan sheets with revisions as requested [x] Submit additional calculations as necessary. [ ] Return originally submitted material Date: 4/16/98 Permit #98-0374 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, George R. Kellogg Plan Check Engineer cc: Jeffrey M. Richelieu Northstar. Engineering 20 Declaration Drive Chico, CA 95973 W � foa- 0 to SUPPLEMENTARY PLAN CHECK LIST Permit Applicant: Chris Kettle Permit #98-0374 Date: 4/16/98 Plans for ,the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Regardin a structural calculation by Mr. Richelieu: 'lease have your engineer design and show on the plans the load path for the transfer o lateral forces from the design colle for roof diaphragm to the designed shear walls on lines 4 and B. '��j kj L (fp tvii SSI v --q 0ic44 -Z L r is V1 &- Please have your engineer key all his structural details into the plans. The engineer should initial the keyed in points, if the old plans, or stamp and wet sign new plans if the originals are revised and copied. A minimum of two final plan sets will be needed. Vim` % a., —T, i c: "6-5 1��, . S - 5 . -S a , 1 Lfy�'T tizi mss h -t /12,(L L , ug-� T4 a2= aba4 r?��-r`�kkL-s o-5 15 2 Linda Sexton Building division In regards to permit 98-0374 Item 1. on your correction list: See redraft of small bath room allowing more space in toilet area. 2.&4. Long fellow will send you the info you require. 3. & 7. All glu-lams are 3 1/8 x 13 1/2 24f - v4 with the exception of the glu-lam oca d in the ceiling above the theatre room. This glu-lam will be 5 1/8 x 13 1/2. em 5. A revised draft of the floor framing will show the access to the second floor which wiftno longer require two beams. (SEE TRUSS DETAIL) tem6. we discussed the post and beam supporting this area and a continuos footing is t needed. em 8. You later found -that the engineer did stamp and sign the required paper work as per -our conversation. Item 9. I've spoke to North Star engineer, he stated that when your dept is done with the plans that he would check the truss analysis. Linda thanks for your effort with my project. Chris Kettle 4/9/98 ��/��_ Sr77-oeyq 0 ;r Permit Applicant: Chris Kettle Assessor Parcel Number: 055-350-036 0 Permit Number: 98-0374 Date: March 6, 1998 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: There is a minimum requirement of 24" clearance in front o f a water closet. Showers have to be 1024 square inches in finished interior size and be capable of encompassing a 30" circle. Your bathroom next to the dining room des not comply with these requirements. Please revise. I have been in contact with Long fellow and they are revising a few trusses. What size, type and combination symbol glu-lams are you using? Zy r . Vy va Please have the truss company size the trusses which will support your furnace for the extra load. Please clarify how your trusses are being supported around theater room. Is there a cantilevered beam supporting another beam? If so have your engineer show that it complies. The wall between your foyer and family room is a bearing wall and should have a footing under the entire wall. PAI -5 Your 4 X 10 2nd floor girder is over spanned. 61v L&),-, l/� r 3 it Your bracing and shear wall schedule must be on your plans. If your engineer stamps and signs (2 sets) sheets 7-15 of his calc's, they may be attached to the plans to take care of this requirement. 9. Please have your engineer review the trusses and indicate that they conform to his analysis. George Kellogg has not checked the engineering yet If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. Linda Sexton a [k • t. r April 7, 1998 Chris Kettle 6221 Talley Lane Paradise, CA 95969 Re: Application and Permit Fee LAIN U UI' NA I U K A L VV EA LTH AN D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916► 538-7541 FAX: (916) 533-2140 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations ( ] Red Marked Plans [ ] Other AP#055-350-036 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton �! ,., • �� s Permit Applicant: Chris Kettle Assessor Parcel Number: 055-3S0-036 Permit Number: 98-0374 Date: March 6, 1998 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. There is a minimum requirement of 24" clearance in front o f a water closet. Showers have to be 1024 square inches in finished interior size and be capable of encompassing a 30" circle. Your bathroom next to the dining room des not comply with these requirements. Please revise. 2. I have been in contact with Long fellow and they are revising a few trusses. 3. What size, type and combination symbol glu-lams are you using? 4. Please have the truss company size the trusses which will support your furnace for the extra load. 5. Please clarify how your trusses are being supported around theater room. Is there a cantilevered beam supporting another beam? If so have your engineer show that it complies. 6. The wall between your foyer and family room is a bearing wall and should have a footing under the entire wall. 7. Your 4 X 10 2nd floor girder is over spanned. 8. Your bracing and shear wall schedule must be on your plans. If your engineer stamps and signs (2 sets) sheets 7-15 of his calc's, they may be attached to the plans to take care of this requirement. 9. Please have your engineer review the trusses and indicate that they conform to his analysis. George Kellogg has not checked the engineering yet If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. Linda Sexton t LAND OF' NATURAL WEALTH AND BEAUTY Re: Application and Permit Fee Kettle 98-0374 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 533-2140 AP#055-350-0.36 March 17, 1998 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton 0 Permit Applicant: Kettle Assessor Parcel Number: 055-350-036 • Permit Number: 98-0374 Date: March 17, 1998 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please have a lateral analysis done by an architect or engineer for the entire house. Have all of the requirements put on the plans and have 2 sets of plans stamped and signed by the architect or engineer. Provide at least 2 complete sections through the entire house. Please provide truss engineering for the heating unit load in the attic. Provide shop drawings of the spiral staircase. Your school fee form needs to be revised to read 3940 square feet. The square footage on your energy calc's is wrong. A plan check has not been started pending the above items. If you wish to discuss any requirements, you may contact me at (53 0) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. Linda Sexton APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: 5 PR4kECT PROCESSING RJWORD DATE L —0 c -� I CNO STAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT Fi TT L, E--- F_ D % Q G JOB NO. 6v2 LOCATION �O I,f5 OA!C� CT. � PA`IZa:r�!S DATE CODES: Uniform Building Code, 1,994 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 �oF�ssro 0 4 N44 A-615 Grade 60 for #5 and larger M. Rlcyc� ��,. �44w44�� oS Structural Steel: ASTM A-36 Steel Pipe:, ASTM A53 Grade B C 053590 S eel Tubing: ASTM A500 Grade A or B c90 chine Bolts, Anchor Bolts: ASTM A307 Grade A X'' ood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 `s?g CIVIL tiQ T£ Beams & Stringers, Posts & Timbers: D.F. #1 of cALIFo�� -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: :26? psf Floor Live Load: psf Seismic Zone :_2 Wind Speed: 2� mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf Ic) ARE SPECIAL INSPECTIONS REQUIRED ? 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 9 V� BY: —i DATE,: JOB NO: z 3 PAGE :Z OF A F -T I A L L -��l P -AVIT"r � 0, ---) : = NorthStar ENGINEERING Civil Engineers* Planners *.Surveyors L -OA 7� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 9.16-8913-2113 -:S, -I � C-1 L 1-,- I A Y P. t3T ?F I A BY: DATE: I I t3 JOB N0: PAGE 3 OF [-IN5 Nort,hStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 Civil Engineers* Planners •Survgors / FAX 916 893-2113 VS 14- + 4 - it:;, e� o�) Z' IC_2o ,V 14"--7 13 KsF RZ41 7 us a An ;w U SEF- H*D 2A orJ 2 x (cAP FIAA �i <�5j.Z122 ICo-ICS CRP.=I.4�1 BY: J' I pZ DATE:. ,1 Cl g JOB N0: �p2 2J PAGE OF NorthStar F.. ; . , ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 5 (IZ) + 14 <� !z��-r . aZo C lo =&&k—, (0� 6 . .� Y X7-(01)]=2r;,K.I C�-\P=- .! 9 oTAT l otQ A L 1 4� S 1 12.0j L�Si�-- <=2r X22. �1� !� (C/aP=1� A-PPW /VxRT� F*� BY: JmP, DATE: 3 1 18 JOB NO: 602 31 PAGE rj OF bbrthS:ta.r ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 19 . 014 + 6�51 Lz/ SII �T c,,,,z i j Z3 - I c,�,Gir�T 0 T 0 F PL. G - 12<�- .�P 2 �>'� 07 , 3C ,,� l _ . �� = 15 k/-- II ZL oTrl= 13&(1(j , = a G ?%I SPL1 GE z'I'j , st-�- -F�� 1-1 C�11� 0,.j 2 Lz/ SII �T c,,,,z i j Z3 - I c,�,Gir�T 0 T 0 F PL. G - 12<�- .�P 2 �>'� 07 , 3C ,,� l _ . �� = 15 k/-- II ZL oTrl= 13&(1(j , = a G ?%I SPL1 GE z'I'j , st-�- -F�� 1-1 C�11� BY: DATE: JOB NO: 6,2301 PAGE 6j OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors L -I Iv� < IG7 I Lt iV 5, 7.9 - 3 _ . 272 I<�i II ' . OT 1� rz��? 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.393-1600 FAX 916-893.2113 V_ _ 13pvL I� (�e�; . of 4 1 >o (� I?'�. of c'� 33(91Z).ol = 2. rr 1 To PI_. %PLIC <C A P.= ILL) " NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO. 6_2 LOCATION GJ 0P CIA�!<S CT. � PAP- A 1P -1'2 DATE 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 4 ,0FESS1bN Steel Reinforcing: A-615 Grade 40 for #4 and smaller doM. c Rr A-615 Grade 60 for #5 and larger C�'F� �yG� ; Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B z C 053590 Steel Tubing: ASTM A500 Grade A or B achine Bolts, Anchor Bolts: ASTM A307 Grade A Exp.Cod Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir sT,yr Struct Lt Framing, Joists & Planks: D.F. #2 CIVIL �tiV_ Beams & Stringers, Posts & Timbers: D.F. #1 OP CALIFO$ Plywood: A. P. A. Rated Sheathing, Grade CD, UBC Std 2 5 - 9 Glue -Lam Timber: ANSI/RITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 2 psf Floor Live Load: 4-O psf Seismic Zone 2 Wind Speed: mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf + � d ARE SPECIAL INSPECTIONS REQUIRED ? 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 9 BY: —!,,I (z DATE: 3115 JOB NO: 6,239 PAGE ',2 OF PAP -TIAL Fr l I L, \r � P -A V I T',-*' o- MorthStar ENGINEERING Civil Engineers s Planners e Surveyors A T �,�A t�h L-c>A 7� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 9.16-893-2113. - SI � C-1 L� -,OPP. lz, F— ri N 2.O C-71 y P. �� A I i /. BY: _ I I DATE: I ci JOB N0: (pZ 3 9 PAGE 3 OF torthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 -v-s �. � _ ,Co7c SII &.SI S HD �. C2 U HD ZA AP FIAX-1. 11,14 ':5T Z122 CAP.= i.4�-� I,Z1�,, )a?) --1, 10) ,r, H -1: ) -,L> GonpL,' I-Jj N o L- IlJF, 4 (QUI oIJLY/ 5=. 150 L 'o C2oi. 0►4- + 4- Sim (e I) ZI vw 5` 0-2 KsF -v-s �. � _ ,Co7c SII &.SI S HD �. C2 U HD ZA AP FIAX-1. 11,14 ':5T Z122 CAP.= i.4�-� BY: i m R DATE: JOB NO: (p2 ?J - PAGE 4 OF LIN5 's N®rthStar ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 . 916-893-1600 FAX 916-893-2113 Oi21 + ,� <� iz��-� .0Z0 C 10 qef?ZI 13 S.� tT IT V U1-2 ) 0 A o Z - CAP = �. F—CTAT l owl L I �J 4 j LISZ I2,2 BY: DATE: 3 cl a JOB NO: &2 31 PAGE � OF NoFt,h$ta.r ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 5= . 1 8 [ �� (? 2� 1-7 (-z 2-) 19 014 + I -7 USS � o. 0 12 �/�ZIZj[+ H D T T 6z ,IJ L Z3 - i L V II I � �; ;x.10 _ ID . TF PL. C, j " Lx BY: _j �l DATE: 3 / JOB NO: 023 cl PAGE OF NorthStar ENGINEERING Civil En gineers e Planners e Surveyors 1--2T e v t:-: v + .2T Z 1 2-Z <i I) c1= 2 `7- k1 L 4 1 V _ 130E 1 c, (4a) of 4 + 2, -7 � o� 1 .7 2? K 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893'1600 FAX 916-893-21113, 3 —1 6 A 1 To P P, I - C, j M AND WHEN RECORDED AIL TO: C�� BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1998—m010376 Recorded Official Records County Of Butte CANDACE I GRUBBS MUM 2"ar-1998 REC FEE 10.00 Vickie Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 'including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm onr-rations. Ali that real property situate in the Count}, of Butte, State of California, described as follows: Date:—/q �� PROPERTY OWNERS: State of California ) County of ) On 3 _/ —';� S--) before me, 2 D personally appearedpersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. 466"°`'"E DONALD DRIVON COMM. #1153213 PUBLIC -CALIFORNIA O BUTTE COUNTY Signature Seals (� My Comm. Expires Sept 24, 2001 A.P.r 0 — 3 - 6 4 Z • I J NOTE TO RECORDER: DO NOT RE(2012D THIS SIDE pSS-3S'o -036 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: F I A.A. - I 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description mp�y bre handwritten or type,i in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) T , ti 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: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 1, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 75. PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 1, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 96. PARCEL III: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCELS 2 AND 3 LYING WITHIN SLOPE OAKS COURT AND PROSPECT LANE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 1, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 75. TABLE OF CONTENTS TQC Project Title ..... :....•KETTLE RESIDNECE Date........ 03/17./.98 Project Address........ SLOPE OAKS CT ******* PARADISE *v4.50* Documentation Author... Robert A.-Mangtum ******* Building Permit # Paradise Mechanical 05.7 '4� 5655 Almond Street P1an..Check / Date. Paradise, CA 95969 916-877-888.2 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File75KETTLE Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 11 BUTTE r BUIL �'�� PART ,�P�VF. m t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... KETTLE RESIDNECE Date........ 03/17/98 Project Address........ SLOPE OAKS CT ******* PARADISE *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit 4 Paradise Mechanical 5655 Almond Street Plan Check /..Date Paradise, CA 959.69 916-877-8882 Field Check/ Date.. Climate Zone.... ...... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-5KETTLE Wth-.CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories. ...... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 3940 sf Single Family Detached New Front Facing 178 1 1 Slab On Grade 17.1 % of floor 0:5 -Btu/hr-sf-F BUILDING SHELL INSULATION deg (S) area Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments , Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL Door n/a R-0 R-n/a R-0 0.330 FRONT WALL GARAGE DOOR Roof Wood R-11.8 R-27 R-38.8 0.025 Attic S1abEdge n/a R-0 R-n/a R-0 0.720 SLAB EDGE .S1abEdge n/a R-0 R-n/a R-0 0.500 SLAB EDGE FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type., Door Front (S) - 40.0 0.490 2 None None Yes Vinyl Window Front (S) '-' 9.5 0.490 2 None None Yes Vinyl Window Front (SW)- 18.0 0.500 2 None None Yes Vinyl Window Front (S)-- 9.0 0.490 2 None None Yes Vinyl Window Front (S)-- 9.0 0.490 2 None None Yes "Vinyl Window Front (S) -- 9.5 0.490 2 None None Yes Vinyl Window Right (SE) -"'18.0 0.500 2 None None Yes Vinyl Door Front (S) -40.0 0.490 2 None None Yes Vinyl Window Front (S) -9.5 0.490 2 None None Yes 'Vinyl Window Right (SE)- 24.0 0:..500 2 None None None Vinyl Window Right (SE) -24.0 0.500 2 None None Yes Vinyl Window Front (SW) _24.0 0.500 2 None None None Vinyl M CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... KETTLE RESIDNHCF Date........ 03/17/98 MICROPAS4 v4.50 File-5KETTLE Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (SW) "`24.0 0.500 2 None None Yes Vinyl Window Right (SE) -30.0 0.500 2 None None Yes Vinyl Window Left (W)X12.0 0.500 2 None None Yes Vinyl Window Left (W) X25.0 0.500 2 None None Yes Vinyl Window Left (W) /9.0 0.500 2 None None Yes Vinyl Window Left (W) 25.0 0.500 2 None None Yes Vinyl Window Left (W) '10.0 0.500 2 None None Yes Vinyl Window Left (W) 6.0 0.500 2 None None Yes Vinyl Window Left (W) 10.0 0.500 2 None None Yes Viriyl Window Left (W) 10.0 0.5-00 2 None None Yes- Vinyl Door Left (W) X18.0 0.510 2 None None Yes Glz<50o Window Back (N) 10.0 0.500 2 None None Yes Vinyl Window Back (N) 16.0 0.490 2 None None Yes Vinyl Window Back (NE) 10.0 0.500 2 None None Yes- Vinyl Door Back (N) 40.0 0.490 2 None None Yes Vinyl Window Back (N) 12.0 0.490 2 None None Yes Vinyl Door Back (N) 40.0 0.490 2 None None Yes Vinyl Window Back (N) 12.0 0.490 2 None None Yes Vinyl Window Back (N) 18.0 0.500 2 None None Yes Vinyl Window Left (NW) 10.0 0.500 2 None None Yes Vinyl Window Back (N) 25.0 0.500 2 None None Yes Vinyl Window Back (NE) 10.0 0.500 2 None None Yes Vinyl Window Back (N) 6.0 0.500 2 None None Yes Viriyl Window Right (E) 25.0 0.500 2 None None Yes- Vinyl Door Right (E) 18.0 0.510 2 None None Yes Glz<50% Window Right (E) 18.0 0.500 2 None None Yes Vinyl Window Right (E) 6.0 0.500 2 None None Yes Vinyl Skylight Horz 4.0 0.540 2 None None None Vinyl * THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 700 3.5 SLAB EXPOSED SlabOnGrade No 3000 3.5 SLAB COVERED HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... KETTLE RESIDNECE Date........ 03/17/•98 .MICROPAS4 v4.50 File-5KETTLE Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise -Mechanical Run -KETTLE T24 ,COMPLY Tank Type Storage Heater Type Gas WATER HEATING SYSTEMS Number in Distribution Type System PipeInsulation 1 SPECIAL FEATURES./REMARKS COMPLIANCE STATEMENT Tank External Energy Size Insulation Factor (gal) R -value 0.60 EF 50 R-12 This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations. to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied i.s indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... CHRIS KETTLE Name... Company. KETTLE CONST. Company. Address. SLOPE OAKS CT Address PARADISE, CA 95969 Phone... 877-0849 Phone.. License. Signed.. Z Signed.. date) ENFORCEMENT AGENCY Name-.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR . Robert A. Mangrum Paradise Mechanical . 5655 Almond Street Paradise, CA 95969 916-877-8882 (date) MANDATORY MEASURES CHECKLIST:.RESIDENTIAL. Page 4 MF -1R Project Title.......... KETTLE RESIDNE_CF, Date........ 03/17/98 Project Address......... SLOPE OAKS CT ****** Documentation Author... Climate Zone. ......... Compliance Method...... PARADISE Robert A.-Mangrum Paradise Mechanical 5655 Almond Street Paradise, CA 95969 916-877-8.882 11 MICROPAS4 v4.50 for *v4.50* 1995 Standards Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS4 v4.50 File-SKETTLE Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties 'as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. Design- Enforce- er ment v 150(1): Slab edge insulation - water absorption rate no greater than 0.3W, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 15ong): Vapor barriers mandatory in Climate Zones 14 and 16 l. 150(f): Special infiltration barrier installed to comply with - Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. L/ �. � . ,, s .. �•:,� ..1 MANDATORY MEASURES. CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KETTLE RESIDNECE Date........ 03/17/98 MICROPAS4 x4.50 File-SKETTLE Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise -Mechanical Run -KETTLE T24 COMPLY SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. _I_ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-1.6 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated'to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 789. thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b-. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance - wi.th pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... KETTLE RESIDNECE Date........ 03/17/98 P Add ******* roject ress........ SLOPE OAKS CT PARADISE *v4.50* Documentation Author... Robert-A:.Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ -Date .Climate Zone. ......... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-SKETTLE Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf -yr) Space. Heating.......... Space Cooling:......... Water Heating.......... Standard Proposed Design Design 13.29 12.66 10.39 9.41 6.63 5.46 Total 30,31 27.53 Compliance Margin 0.63 0.98 1.17 2.78 .***--Building complies with Computer Performance **-* I GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 3940 sf Single Family New Front Facing 1 1 1ReducedYear Detached 178 deg (S) Slab On Grade 1 38760-cf 3700 sf. 3700-sf 3700 sf 17:1 0 of floor area 0.5 Btu/hr-sf-F 9.8 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... KETTLE RESIDNECE Date........ 03/17/98 MICROPAS4. v4.50 File-SKETTLE Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY BUILDING ZONE INFORMATION Floor Area Volume Zone Type (sf) (cf ) HOUSE Residence 3940 38760 # of Dwell Units Cond- Thermostat itioned Type 1.00 Yes OPAQUE SURFACES Area U- Insul Act Solar Surface (sf) value R-val Azm Tilt Gains HOUSE Length F2 Insul Solar 1 Wall 466 0.088 13 178 2 Wall 137 0.088 13 223 3'Wall 154 0.088 13 133 4 Wall 739 0.088 13 268 5 Wall 739 0.088 13 358 6 Wall 39 0.088 13 43 7'Wall 22 0.088 13 313 8 Wall 473 0.088 13 88 9 Wall 180 0.088 13 88 10 Door 20 0.330 0 178 it Door 18 0.330 0 88 12 Roof 3700 0.025 38.8 n/a Setback Form 3 Reference 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 Yes W.13.2X4.16 90 No W.13.2X4.16 90 Yes None 90 No None 0 Yes R.38.2X4.24 PERIMETER LOSSES Vent Special Height Vent Area (ft) (sf) 2.0 n/a Location/ Comments FRONT WALL FRONT WALL FRONT WALL LEFT WALL BACK WALL BACK WALL BACK WALL RIGHT WALL GARAGE WALL FRONT WALL GARAGE DOOR Attic Length F2 Insul Solar Surface (ft} Factor R-val Gains Lgcation/Comments HOUSE 13 S1abEdge 278 0.720 R-0 No SLAB EDGE 14 S1abEdge 22 0.500 R-0 No SLAB EDGE FENESTRATION SURFACES #.of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE, 1 Door 40.0 2 Vinyl Slider 0.490 178 90 0.88 0.78 None 2 Window 9.5 2 Vinyl Fixed 0.490 178 90 0.88 0.78 None 3 Window 18.0 2 Vinyl Slider 0.500 223 90 0.88 0.78 None 4 Window 9.0 2 Vinyl Fixed 0.490 178 90 0.88 0.78 None 5 Window 9.0 2 Vinyl Fixed 0.490 178 90 0.88 0.78 None 6 Window 9.5 2 Vinyl Fixed 0.490 178 90 0.88 0.78 None 7 Window 18.0 2 Vinyl Slider 0.500 133 90 0.88 0.78 None 8 Door 40.0 2 Vinyl Slider 0.490 178 90 0.88 0.78 None 9 Window 9.5 2 Vinyl Fixed 0.490 178- 90 0.88 0.78 None 10 Window 24.0 2 Vinyl Slider 0.500 133 90 0.88 0.78 None I COMPUTER'METHOD SUMMARY Page & C -2R Project Title ........... KETTLE RESIDNECE Date........ 03/17/98 MICROPAS4 v4..50 File-5KETTLE Wth-.CTZ11S92 Program-FORM..0-.2R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY FENESTRATION SURFACES # of Vent SC SC Interior Area -Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 11 Window 24.0 2 Vinyl Slider 0.500 133 90 0.88 0.78 None 12 Window 24.0 2 Vinyl Slider 0.500 223 90 0.88 0.78 None 13 Window 24.0 2 Vinyl Slider 0.500 223 90 0.88 0.78 None 14 Window 10.0 2 Vinyl Slider 0.500 133 90 0.88 0.78 None 15 Window 12.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 16 Window 25.0 2 Vinyl Slider 0.50-0 268 90 0.88 0.78 None 17 Window 9.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 18 Window 25.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 19 Window 10.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 20 Window 6.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 21 Window 10.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 22 Window 10.0 2 Vinyl Slider 0.500 268 90 0.88 0.78 None 23 Door 18.0 2 Glz<50% Hinged 0.510 268 90 0.88 0.78 None 24 Window 10.0 2 Vinyl Slider 0.500 358 90 0.88 0.78 None 25 Window 16.0 2 Vinyl Fixed 0.490 358 90 0.88 0.78 None 26 Window 10.0 2 Vinyl Slider 0.500 43 90 0.88 0.78 None 27 Door 40.0 2 Vinyl Slider 0.490 358 90 0.88 0.78 None 28 -Window 12.0 2 Vinyl Fixed 0.490 358 90 0.88 0.78 None 29 Door 40.0 2 Vinyl Slider 0.490 358 90 0.88 0.78 None 30 Window 12.0 2 Vinyl Fixed 0.490 358 90 0.&8 0.78 None 31 Window 18.0 2 Vinyl Slider 0.500 358 90 0.88 0.78 None 32 Window 10.0 2 Vinyl Slider 0.500 313 90 0.88 0.78 None 33 Window 25.0 2 Vinyl Slider 0.500 358 90 0.88 0.7.8 None 34 Window 10.0 2 Vinyl Slider 0.500 43 90 0-.88 0.78 None 35 Window 6.0 2 Vinyl Slider 0.500 358 90 0.88 0.78 None 36 Window 25.0 2 Vinyl Slider 0.500 88 90 0.88, 0.78 None 37 Door 18.0 2 Glz<50%- Hinged 0.510 88 90 0.88 0.78 None 38 Window 18.0 2 Vinyl Slider 0.500 88 9.0 0.8-8 0.78 None 39 Window 6.0 2 Vinyl Slider 0.500 88 90 0.88 0.78 None 40 Skylight 4.0 2 Vinyl Fixed 0.540 178 0 0.88 1.00 None OVERHANGS AND SIDE FINS Window- --Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Fight Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Door 40.0 6.6 6.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 9.5 3.0 6.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 18.0 6.0 3.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 9.0 9.0 1.0 18.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 9.0 1.0 18.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.5 3.0 6.0 18.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 6.0 3.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 40.0 6.6 6.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 9.5 3.0 6.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 6.0 4.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a ' � t COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... KETTLE RESIDNECE Date........ 03/17/98 MICROPAS4 v4.50 File-SKETTL-E Wth-CTZ11S92 . Program -FORM C_ 2R User#-MP1342 User-Paradise.Mechanical Right Run -KETTLE T24 COMPLY OVERHANGS AND SIDE FINS THERMAL MASS Area Thick Window- Overhang Surface Left Fin Right Fin - Cap ivity Area HOUSE Left Rght 1 SlabOnGrade 700 3.5 28.0 0.98 R-0.0 SLAB EXPOSED Surface (.sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 13 Window 24.0 6.0 4.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 6.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 25.0 5.0 5.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 9.0 3.0 3.0 3.0 0.0 n/a n/a n/a n/a n/a n/a _n/a n/a 18 Window 25.0 5.0 5.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 6-.0 3.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Door 18.0 6.6 2.6 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 16.0 2.0 8.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door 40.0 6.6 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 12.0 2.0 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Door 40.0 6.6 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 12.0 2.0 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 18.0 6.6 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 25.0 5.0 5.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 10.0 5.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 6.0 3.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 25.0 5.0 5.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 37 Door 18.0 6.6 2.5 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 18.0 6.0 3.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 6.0 3.0 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS System Type HOUSE Furnace ACSplit HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.800 AFUE Attic R-4.2 0.830 10.00 SEER Attic R-4.2 0.810 Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 700 3.5 28.0 0.98 R-0.0 SLAB EXPOSED 2 S1abOnGrade 3000 3.5 28.0 0.98 R-2.0 SLAB COVERED System Type HOUSE Furnace ACSplit HVAC SYSTEMS Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.800 AFUE Attic R-4.2 0.830 10.00 SEER Attic R-4.2 0.810 Y COMPUTER -METHOD -SUMMARY Page 10 C -2R Project -Title ..... ..... KETTLE RESIDNECE Date........ 03/17/98 .MICROPAS4-.v4.50 File-5KETTLE Wth7CTZ11S92 Program-FORM.0-2R User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY WATER HEATING SYSTEMS Number Tank External. in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas PipeInsulation 1 0.60 50 R=12 SPECIAL FEATURES/REMARKS I HVAC SIZING • Page '11 , HVAC Project Title.......... KETTLE RESIDNECE Date....... 03/17/98 Project Address........ SLOPE OAKS CT ******* PARADISE *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise.Mechanical 5655 Almond .Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone ............ it Compliance Method...... MICROPAS4 x4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-5KETTLE Wth-CTZ11S92 Program -HVAC -SIZING User#-MP1342 User -Paradise Mechanical Run -KETTLE T24 COMPLY GENERAL INFORMATION Floor Area ................. Volume.. ..... 1111........ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range. ...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3940 sf 38760, cf Front Facing PARADISE 39.8 degrees 30 F 72, F 99 F 75'F 34 F Yes Yes Yes 0:30 HEATING AND -COOLING LOAD -SUMMARY Sensible Load .................... 68128 Latent Load ...................... n/a 178 deg (S) Cooling (Btuh) 9926 8035 118.07 8054 2100 3992 43915 13175 Minimum Total Load 68128 57090 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other- relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also -be- considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Description (Btuh) Opaque Conduction and Solar...... 24196 Glazing Conduction.............14062 Glazing Solar .................... n/a Infiltration ..................... 23676 Internal Gain .................... n/a Ducts ............................ 6193 Sensible Load .................... 68128 Latent Load ...................... n/a 178 deg (S) Cooling (Btuh) 9926 8035 118.07 8054 2100 3992 43915 13175 Minimum Total Load 68128 57090 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other- relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also -be- considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. I 1'2( rIORL-LIiIaa PIE rJESTED ft ie-2j.VAUET LE&��7f��t� AND WHEN RECORDED Nt4LIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROYILLE Ca 95965 P ""TE COUNTY, RECORDER SERIAL No. /037l0 RECORDED HE REQUEST OF MID VALLEY TITLE COMPANY DATE RECORDED: AR 2 0 1,998 TIME: <7,10,0/9 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count}! has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessarv-farm nn�rations. Ail that real property situate in the Count), of Butte, State of California, described as follows: Date. -/y /� PROPERTY OWNERS: State ), Califo ni) County of ) On T �Cj—�"(� before me, personally appeared personally knoNn to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the Hithin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. DONALD DRIVON h 4�153' 13 Signature Seal: NOTARY PUBLIC—CALIFORNIA O 6UiiECOUNTY 1 t,!,,y Comm, E;,pi�SpL 24, 2001 -10 °TeBuz r" *fT Tim Cizufri . :Q:-M€'003f1 BTAtl .3-A R 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: 'PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 1, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 75. PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 1, 1976, IN BOOK 55 OF MAPS, AT PAGE(S) 96. PARCEL III: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCELS 2 AND 3 LYING WITHIN SLOPE OAKS COURT AND PROSPECT LANE, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 1, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 75. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI N 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT�,� ASS ESSO R PARCEL NUMBER 055-350-036 ZONING FR10 BU t DING PERMIT " OWNER CHRIS KETTIE T�/�j�j849 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6221 TALLEY LN PARADISE (7 A --- CONTRACTOR'S NAME CHRIS KEITTLE/KETTI.E. 'T TELEPHONE R7 7-0849 CONTRACTORS MAILING ADDRESS 6221 TATLEY T -N- PARADISE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER KFTTT'R CONSTRUCTION LICENSE NO. 6 26 51 Film Fee $ 20.00 Permit Fee $ -2 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS STORE OAKS/ PROSPECT Energy Plan Checking Fee $ PARADISE PERMIT FEE $ LAT N0.36 SUBDIVISION'SNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE TO WELL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.b 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: tq I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. S° 3.5¢FT, r"ioNR SItDT MULCTI.OUTIETS @7,50 PSINGOWERLE OIfTLET APPARATUCIR.S Ex. Occu OUTLET OR FIXTURES aqL O ':50 Ex. Occup. ouTLEETS RES D.APPUIS°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. G� X ,X Date Date _�__ Signature of Applicant �C`Owner ❑Contractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for w ich fees have By ' PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. I> - Date z--�� Date Receipt No. -2336271 q 0() WHITE•D.D.S.•13.D. CA ARI�-ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT r I , 6 /vHl LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNES A.P. NAMER_/�L •e I S NUMBER: PRINT LAST NAME FIRST ADDRESS / LOCA COUNTY ZONINGR I, DESIGNATION: FLOOD ZONE:: ^ FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: .PARCEL CREATION BY DEEDS OR MAP S' 07 Aa DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED-CREATION:-77"'YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING / 2_ LOT BOOK B 9 PAGE %S COMPLIANCE WITH OLD SUBDI ISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road -5 CZC� r r—ao M I2 -1w c, t= CUL—v E sAc) _ 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. X 5. Maintain a. i 0Q ft. leachfield setback from SM &AIVI _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 47. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. 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'Fir'e 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 Ph miing Dhdskw. _ 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 areavi 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. 421.E r�'A fie% SL-0V0ts vNS�I r cis �ovz s r(C 22. 23. 24. 25. 26. AI 3108 0 AMO O 1661 L I N n r a3nr333b —LD 5/97 awrve 1IF 0Rha. K\BLD0PEW. CLA � .. •r� ._. � ... � y.. F-nvironmental Health DEC 4 2041 Chico, Callfom+a { F-nvironmental Health DEC 4 2041 Chico, Callfom+a � � � y . - ~ ��\ ! - a � - � _ � [ _ � . � ® �. w � - i� �� ` . � .. � «. . ` � � � ^ � ._ � y � � � � � { - � ,z : � ?� a\�� y . ������\\\: � ^\� \w§\� ��\ ! 2 �~��� ® �� � ^ ®®�� i C � w 2 y « C . � y � .� . � ��. � y . � � .� . . dG�� ®�� . . . �� a x� �� � � ~3 �_ .,,.:. ,. ,, .,4., ,.. ., .,. . ,, ., ,;. ...v .. �, .,, ...... ... ...._ _. 3_. .. ,. .. .. .. .. _. .. _. .. ..,. _._: _. ..c ._. ,.�:. .. �: ,.... .._.. �_. ...._ ..., t ,,.x � .:. , .. ... .' �. .. _ t..,. ._.,. ._ ., -, ..,,. .. ..._ - � - � , _. � l �.� .. �.. �. ,.i . g :.