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HomeMy WebLinkAbout042-650-011042-650-011 99-1463 i' LEE, Gary 806 Westgate Court, Chico Contr: Gary Lee, Construction New Single FamilyG v 042-65-0-011 -00-1282 ARREGUI, PABLO &'CYNTHIA 806 WESTGATE CT., CHICO CONTR: EMERAL POOLS POOL ✓ = OK # 0 =Not OK - = Not Applicable 111EOBILE HOMES` :<;; MISCELLANEOUS - = Not Ready; h "' Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COV ARPORTS GARAGES (Plans) OK'except #'s 1. Zoning Requirements -Setbacks -Easements oning equirements-Setbacks-Easements - 2. Soils; Special MH Support Sketchngs, Soils; Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water;Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors_ 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft: 5.. Alum:Awn.; Columns -Connections -Splice -Decal -Enclosures /"Nat. or / /"L"ft./ /'LPG - 6. Carports Windows -Doors 7. Well Clearance 8 Disconnect 7. Electric 8:, Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses - .9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card, B-1, 3. Gas; MH Test -Demand -Valve -Connector ' Date Plans) OK except #'s , 4. Electricity; MH Test -Crossovers -Breakers -Clearances a s -Easements 5. Drain; MH Test -Fall -Flex Connector, of ; Compaction -Structure Stability 6. _ Water; MH Test -Regulator -Connector of Structure; Steel -Connections -Thickness 7. Water and Sewer Connected-C/O'to Grade -HD Appr61 Dead Men -Lining r: 8: Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance -GR 9. Tie Downs -Type -Installation Cert. + 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6? Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Bo -Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-19. alt apartment Approval Date ' Card B-1 Date Card B-1 b.; Cir. Test -Water Supply Test ight Niche Date . /I 4f Card B-1 Date 0 Card B-1 Date aid B-1 -✓date Card B-1 t` - = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) Ok except #'s Cling, Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 1. Zoning -Setbacks -Easements -Flood -Slope;: 49. 2. Fig., Main; Soils-Elec. Grnd.-/ P Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel- Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Shear Walls; Nailing -Bolts 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test I of iltration-Walls-Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Brown -Finish 11. Water Pipe; Test -Anchors -Regulator -Service Test A.C. Unit Disconnect, Electrical -Plumbing 12. Electric Underground Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 13. Plenums & Ducts; Clearance -Material -Support -Ins. Water Well, Disconnect, Electrical, Plumbing 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Exterior Elec. Trim, G.F.I. Receptacle -Underground 15. Access & Ventilation Ventilation Throughout House 16. Insulation Glass Protection 90. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Energy Compliance Certificate -Other Certificates 17. Water Htr.; Vent -Access -Combustion Air Baffle Address Posted 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access Card B-1 Date Card B-1 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date 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 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47.. Cling, Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 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 T -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 -Wails -Ceilings 62. I of iltration-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 -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ 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: P y L 4.'.i arta /77 oust LAN. D OF 'NATI;URAL WEAiTH AND BEAUTY BUILDING: DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE •'OROVILLE, CALIFORNIA 95965-3397 TELEPHONE. (530).538-7541 FAX: (530) 538-2140 Rei Building Permit #b0-1282 Expiration Date:-. 6-24-01 A.P.#. 042=650-011' PABLO AND. CYNTHIA.ARREGUI, 806 WESTGATE CT,.CHICO With_ :reference to the above subject, our records,indicate that -your building permit expires on the above.date . and your permit falls into one of the -category marked`"below: JX] Permit`.work started; but not completed: ? COUNTY OF BUTTE - DEPARTMENT OF DE%%ELOPMENT SERVICES - BUILDING ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 541 P RMIT NO. (Re v.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-650-011 ZONING ASR BUILDING PERMIT OWNER PABLO TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 22 000.00 CONTRACTOR'S NAME - EMERALD MKXKXPOOLS -;.---�899-1023 TELEPHONE CONTRACTORS MAILING ADDRESS 77 .1 1009B FRANCIS —_ _ _ ._J CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHRECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDING ADDRESS SAME Energy Plan Checking Fee $ $ PERMIT FEE $ 268.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other PSL 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: MASTER 3513-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35. U0 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2600°.oR.ss 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 J/� t' License Class Cf —S-3 Lic. NO. -/ /? T Z % 9 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,Performance of the work for which this permit is issued. � 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 CL Z./'eq 0r) Nxf T 5 CO. Main Service TO 10ooA 46.00 NEW CONST. DWELLING OCCUP. W: OR ADDNS. DW:Zr BLDS. 3.5¢F°: EW MULTI-OUTLET NON-HEOSID.15RANCH 97,50 POWER APPARATUS aswGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q' 00 eAL p .so Ex. Occu , oD.1%.°ER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PGOT R1 RCT PERMIT FEE — 30 00 $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ H30N Policy Number D KR Uo 29 Tod (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c w ose provisions. —7 X i Date / — Signatu a 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. Mobile Home Installation Fee $ Energy Inspection Fee $ . occ CONST TYPE TOTAL FEE $ 353.00 HAz D,F�ES V IMP FLOOD �� c`F XcEL PD H ss - 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. nate/ •_ 1 O1 to Receipt No. 294351 $353.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT T COUNTY OF. BUTTE - DEPARTMENT. qf DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •' Oroville, California 95963 • Telephcne 15.30) 538-7541 PERMI' a� IZ;98) APPLICATION AND PERMIT ey —/Age . .>rstywRPARcaNurwZOOdWO 5 '4 BUILDING PERMIT r I� 'ifulp"Oiie �--3705 SO. F- l OCC. BUILDING VALUATION -- --. __. _ �.._ — -- - - o + Q wc ' C- 0 9 15_ coNrRAcToR•s NAS �aId 0 o/ I rets"o«t � g o CoNsTftimm LOOM Fireplace LEWOM ► ALM ADOMS Total Valuation S ARCHITECT OR a 094211 ucess NO' Filing Fee i S -20. Permit Fee S vZ , ga ARarTECT oR tis wuNo ADOMS Plan Checking Fee S a o aULONGADOAM Energy Plan Checking Fee S S PERMIT FEE S ft LOT 1410. sueoweesnwAn rARoe� rw PLUMBING PERMIT riling Fee 20. C Each Trap 7.00 SF ❑ Duplex ❑ MobWh. USEOFSTRUICTUFkE OflTer e�w Soler or heat pump water heater 23.00 Water p Ing 15.00 -fry Each gas water heater or vent 15.00 New b Addition ❑ Describe Work: TYPE OF WORK Remodel ❑ Uafte ❑ Instalstion ❑ ,OOttha► ❑ Gas piping system 1 - S outlets 1 15.001 Building sewer 15.00 Mobile Home 1 S I G W Q20.00 PERMIT FEE S b� ELECTRICAL PERMIT I Filing Feel 20.Oc. Main Service aow 99R LLMS I i 23.00 - ���� / Main Service tow TO loom 48.00 MEW cors . Owelwo oocuP. 3.5CSO OR ADONS. L ACC. a1,o9. I /T. NUlnovnEr //�: ' NOHFRE510. I @7.40 POWER APPAMTUS i Sourtzr cut EX. Occup. olmer o11 mmiREs aw a I.w roc[o APP11i. . OrteA. 5.00 Ex. Occu ouTtaTs oa Temporary Service 23.00 - Mobile Home Facilities I ! 20.00 Misc. Wirino 1 1 23.00 PERMIT FEE! S O. MECHANICAL PERMIT Filing Fea 20.00 Heating Cooling Hood 6.501 Ventilation PERMIT FEE S Mobile Home installation Fee S Energy inspection Fee S "` COQ' ryP` TOT L FEES 3 3, o -o. NAZ O. ►e0 I YP /tA00 I COI i 0 EL o0 I w0 164uE 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 PERMIT EXPIRES ON Date a. W'«� .;,!:t, i. � a ..a. 1. � a"�r`'� :s :Si:."�j,�t�'.',. �t (• : '.�y •� s� -�i'a. u'" � .ern.:, �, y� r^�..ic=a it� ,.IG.�H` �lei"'. •i . Y,;a, ' 'J . �::.J, ..(; r�' ;t:: �. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: . 011a e ' ASSESSOR PARCEL NUMBER: - -- Lf �4 - Gj 5- - G / Proposed Building Use: Al Building Inspector: D o At time of permit application, I v as advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- �Sanitation lood elevation certificate. ------------------------ f --- - -r'�=-------------------------------- and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 1120. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. --------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ 24. Letter of signature authorization. ------------------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. -------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------- 1:129. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: -.1 , you issue the permit, process as follows 11 Mail to owner, r[Mail to contractor. elephone and hold forpickup at o elver with inspector. Applicant: Date: . as Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:By: Copy of plans sent 11 Health Department, 11 Fire Department, 11 Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ipn counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: (Date) NOTES RESIDENTIAL 042-650-011 99-1463 PERMIT NO. LEE,,..Gary 806 Westgate Court, Chico Contr: Gary Lee Construction New Single Family �• , X13 SPECIAL CONDITIONS CHECKED BY SRA' - FLOOD CERTIFICATE'REQ:' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER. M� OFFICE COPY Address 02 GAS Meter By Date 0'b ELECTRIC Meter, By Date ELECTRICy7 Meter By Date l - * • JOB FINALED (Date C Signature V=OK 0=Not OK _. =Not Applicable C w�C fll�O�iLE ®IVIES ;' ��++ C /�. �+ -I ISCELLANE®U$ = Not Ready A Date MOBILE HOME UTILITIES (Plans) OK except#'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK.ezcept #'s 1. Zoning Requirements -Setbacks- Easements 1.. Zoning Requirements -Setbacks -Easements ; 2r Soils; Special MH Support Sketch ,: �i 2. Footings;. Soils-Size-Depth-Spacing`Conn6ctors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) -4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors 5. Electricity; Location-Clearances-Grnd-//Amp-Concrete :Shthg.-Frg-Bracing r, . 6. Gas; Location -Test -Wrap;-/ %" L'ft: .. _ t 5. 'Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures- / /',.Nat. or / 4 L"ft./ CLPG 6. Carports; Windows -Doors 7. Well'Clearance & Disconnect 7.' Electric 8. Utility Clearance 8.,' Frmg:{ Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing , Date Card B-1 'Date Card B-1 11. Ext.; Steps -Doors -Landings, - , -Date Date_ Card B-1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Dates Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test-Demand-Vatve-Connector Date FINAL, (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector. 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert ` `,.'. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch } 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 11. Cert. of Occupancy t 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lgh1g. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 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 a _ 1 , {I I ... ., - V=OK 0 = Not OK - = Not Applicable RESIDENTIAL (� Not Ready Date Underfloor (Plans) OK except #'s Hing-Setbacks-Easements-Floo lope F ., Main; Soils-Elec. Grnd.-/ / Ftg. Dept F , Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth g Porches & Decks; Soils -Steel-/ ' Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped V/terywalls, Garage; Stee -Blockouts-Wrapped Id Downs and Sp al Anchors Slab, teel- r 8. Pi -Fireplace Ftg.-Steel .W.V., Fall -Fitting -Test -2 Way C/O -Sewer Test *-*5,F Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Elaptric Underground lenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 L' Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s 4 s roper Materials & Anchors 41. Is Studs -Nailing Spacing & Braces -Plates -Sound 4 ng Walls over Girders -& Floor Nailing aft Stop in Walls (rat proof) r4_;I?i0 Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. aders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) ers-Post Caps -Anchors -Connectors Z'Zilcling. Joist-Rhr. Ties-Purlin-Roll Brac. rus hting.-Rfng. 481 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 1" Garage Fire Protection Framing C 52 Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 5 :,Stairs; Width -Headroom -Rise -Run -Landing -Fire Proteo4on 5 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59 Shear Walls; Ing -Bolts 60Arace Int r/Exterior Wall Panels 4"_ Date Card B-1 Date Card B-1 Date Card B-1 YA Date Card B-1 Date INAL (Plans) OK except #'s E teps-Door & Sidelipht Protection-Landinas 63' Furnac ants -clearance -Comb, Air -Connector - In araae. Above Floor -Ducts -Mach. Protection 67. .F.I. & Bath Fixtures & Tub Access -Spa /_6V Elm & Subpanel, Breaker Sizes & Labels 70 F' a orove, Clearance -Hearth 7 c. ets at Wood Panel, Int. & Ext. 7ixt*-Appliance; Ground -Air Gap -Cooking Clearance 73 utlets & Receptacles at Kit. Counter 7%6 -A.C. ct in Garage -Damper Date . tr. Htr.;'Vents-Clearance-Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date S Card B-1 Date Card B-1 DateUMBING Iec.,Receptacles in Garage (F.F.I.)-Romex Protection (Permit) OK except #'s 79. Ips'ulation- Foam- Looked in Attic ater Htr.; Vent -Access -Combustion Air Baffle 80. Tf )Eater Pipe; Test & Anchor -Nail Protection 1 . D W.V.; Test Fittings & Anchor -Nail Protection i3 Clearance Looked under Floor ❑ Yes Shower Pan; Test, First Floor -Tub Access 82. 21. Test Tub &Shower, Second Floor -Tub Access 84. 22. Gas Pipe; Sixe & Anchors sove Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date ater Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 v Date Card -1 Date Card B-1 Date ECTRICAL (Permit) OK except #'s ss Protection 2 2 2 2 2 2V2 . i ure & Transformer Clearance -Ins. Protection . c. Receptacles Spacing -Lights & Switches at Doors Boxes & No. of Conductors Stapled Aqex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water . 2 Appliance Circuits in Kitchen & Conductor Size GFI CorrectioDerom Previous Inspe tions 29. Subfeed Wire Size/ / ga. C or ire Size - f / ga Cu or AI Gas st-Meters Tagged, s- Electric 3 flange Circle / / g C r AI -Oven Circ. / / ga Cu or Al Insulated Neutral es O No 92. 3J_Service-Riser Conductors & Ground Main Disconnect 93. 32. Equip. Clearances Panels-Motors-Mech. Equip. 94 33/6othes Closet Light -Shower Light -Spa Light 21 / moke Detector Card B-1 Date Card B-1 Date Date Card B-1 v Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 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 L' Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s 4 s roper Materials & Anchors 41. Is Studs -Nailing Spacing & Braces -Plates -Sound 4 ng Walls over Girders -& Floor Nailing aft Stop in Walls (rat proof) r4_;I?i0 Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. aders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) ers-Post Caps -Anchors -Connectors Z'Zilcling. Joist-Rhr. Ties-Purlin-Roll Brac. rus hting.-Rfng. 481 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 1" Garage Fire Protection Framing C 52 Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 5 :,Stairs; Width -Headroom -Rise -Run -Landing -Fire Proteo4on 5 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59 Shear Walls; Ing -Bolts 60Arace Int r/Exterior Wall Panels 4"_ Date Card B-1 Date Card B-1 Date Card B-1 YA Date Card B-1 Date INAL (Plans) OK except #'s E teps-Door & Sidelipht Protection-Landinas 63' Furnac ants -clearance -Comb, Air -Connector - In araae. Above Floor -Ducts -Mach. Protection 67. .F.I. & Bath Fixtures & Tub Access -Spa /_6V Elm & Subpanel, Breaker Sizes & Labels 70 F' a orove, Clearance -Hearth 7 c. ets at Wood Panel, Int. & Ext. 7ixt*-Appliance; Ground -Air Gap -Cooking Clearance 73 utlets & Receptacles at Kit. Counter 7%6 -A.C. ct in Garage -Damper 7 . tr. Htr.;'Vents-Clearance-Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection 7 . lb,-Elec. & Mech. Equip. Listed for Location 8 Iec.,Receptacles in Garage (F.F.I.)-Romex Protection 79. Ips'ulation- Foam- Looked in Attic 80. c Cons tion -Post Caps raw Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes ] No/Walks ❑ Yes U No/Planters ❑ Yes ❑ No 84. Win- mis .C. Un isconnect, Electrical -Plumbing sove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater Well, Disconnect, Electrical, Plumbing 87. xtenor.Elec. Trim, G.F.I. Receptacle -Underground 8 til n Throughout House 89 ss Protection 90. CorrectioDerom Previous Inspe tions 91. Gas st-Meters Tagged, s- 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 v Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -_ # BUILDING DIVISION : U: r DEPARTMENT,!OF DEVELOPMENT°SERVICES 411. MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive.• Oroville, CA • (530) 538-7541 Y CORRECTION NOTICE 1 r OWNER PERMIT NO. -A routine inspection indicates that the following violations of.butte county Ordinances exist at the above address and should be corrected. Please 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. AT l L� W L6 f 7 AT fi vl t 30. A /4 - Date �U Inspector REV COUNTY OF BUTTE:. E BUILDING., DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES- 4- ERVICES ' 411 Main Streef •Chico, CA'• (530) 891=2751 T: County Center Drive • Oroville,.CA •,(530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. s Aroutine-inspection indicates'that the following -violations of butte county Ordinances *exist at the ks above',' ddress and should be corrected.;' Please ;notice this office when correction' of. work -is r y completed: _ If`you have.any questions. pertairiing to this matter, or need additional explanation, .- please contact this office immediately. . �r COUNTY :OF BUTTE fT. BUILDING DIVISION _ . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA •' (530) 891-2751 k 7 CountyCenter Drive • Oroville, CA 530 538-7541 , ( ) CORRECTION NOTICE - /713 -: 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, pieas�t\ct this office immediately. t -til F 4 �._ -._ T x7 Y _. IL 4t} ..' Date 1 ' REV 10/92 t:. Inspector �x.�-.moi �.�f����YTY4fWY��{�_'����•'Slate'1�"�1oA'4M'Yy(f�'rG,S�i:�'r9�(��yy��'y ifu ,I CAIQ2a1j■rt BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 �=. CORRECTION NOTICE �y •. L +; 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 y, ,< i•? :: completed. If you have any questions pertaining to -this matter, or need additional explanation,, t' please contacPhis office immediately. t �tc - a - 'w, • Date REV Inspector _ i Y; t �tc - a - 'w, • Date REV Inspector _ COUNTY OF BUTTE 3 BUILDING DIVISION , DEPARTMENT OF DEVEL60MENT SERVICES. 411..Malnl8treet • Chico, CA • (530)8 91-2751 • ..TCoulit Center Drive •.Oroville, CA •.(530) 538-754'.1 x - 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 ti completed.: if -you have•any:questions_ pertaining to.this matter, or -need additional explanation, - �� please contact >s office immediately. COUNTY OF BUT' BUILDING D1V1S1C DEPARTMENT OF DEVELOPM1 411 Main Street • Chico, CA -0 7 County Center Drive - OroVille, Q -CORRECTION N( OWNER A routine fie inspection indicates that the following violations'5 above address and should be corrected.. Please notice A completed. If you have any qdestions pertaining to this rr please contact this office .irnmediately.. )el,,,'a 1 0-6 'E 0 Ins Date 1� Inspec:9 4_01-4__F.' �7 ,, REV, 10k H�k a. t� , rld n. 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MATERIAL FORM "BAITS FORM,, s: e a BAITS'& BLOW FORM r r BAITS' MANUFACTURERS PRODUCT I.D. �• MANUFACTURER$ PRODUCT I.D. :' r MANUFACTURERS PRODUCTI 2. MANUF C MANUWA-TTURER URER MANUFACTURER q�'lJ'S{ :L'S >�"1'ti J� A} ,,, {��"".t 51. fEd. t.. "3;, y� .,il.�'a�r. W� t. 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FIBERGLASS �JVYC•,J�a9':'..'m.kr'_-`.;�', -' " AIR INF�IL�TRA„�T,I_,ON SE�'AL�A� MATERIAL q.. 1 ' ' MANUFACTURER' { r dt ' c.. 7. „,Ire W R GRACE _ _ �, .�.., , ^ - -- ,��'. �, ..� .:: a , .: E„ �.. _ a:!:. .+.tW ,, �' aah; •R�l�"��4 +. x'. ,� L}-.: <.a^..r. o y?. _.: _ THIS`IS TO CERTIFY THAT INSULATION AND/<OR SEALVAN I NAS BEEN INSTALLED IN CONFORMANCE WITH AhPLICAB'LE ... - MATERIAL STANDARDS AND REGULATIQNS.'` ATURE ULATION C TT ry TITLE TITLE "� �>F ` _rp nes ,1 S RE -GENERAL CONTRACTn TITLE iy DATE rt"34 •�' ,.•3�_, ' .a'Ltfi :J hh_. .y�'r, i1 1t�, ?' irr C2�l . lx C "�-yicei"' .}1 }i.x,K� iY' 'W'i�?d1`yF •,Fy-.r'•'` i>.FM4. �'T�R�7-:1'K)m:i •�'_- '`�.t°:�iJf ' f,"yf �,..yT-7r� J1.4l -�.' ` 1aMt. .wL•�11t•��(' e:�. at?fi':1n YF~��'4iKi1 aOdNt ,Y 'L �$>f�.4sl„..?1t-e�, ,�tN S44��Y :i . K tr yt". y� '. 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I I t�l,­- q;�­W,:L� - - ,:��11 , _ � . , P TWO Aw W !�.' -, - I - - . -4 I ,_­$�_1�11�x 1� � I " , - . - � . � , .- . , +, , � ft I --1V ,. - � I . � , I AT * " ", - -�-­,2- iE,M - - , L� ` - � +. v Z, , - - , � M - -4" � ". �- ,!!�� �'..��` ": �` -�- x'-, --,--�" Q -190010 'W" I !o ; 11 . n- + - - . A" . . . :, . ". , !'" at u -- a no& ­ _x, I !� - , ... . � .- � - - -1 ". - - M - � - _: I - . r �, , .- ., , ,-4��,-_r ... ... ;,,�_ ��,�3-7- -,-,�,-"nz4,-j-: ,­ Aj'�,• �,, ... - , , . , )p , ,,, ... �� I". , � �­ , �. - __ �_, - I— ­- -1 - " - - -, ` " , �­,� -�- - �, - "I � _- �, __ , , . , - - �� - I to. _. .. 1, * , '� - - ­�� " --, ---;, �?��,__F4-_� . z � ,�."7 __ �1�1, --- -_�, �..111 - �".' �' 11 - -, •" � , . , � , - - .11,11-1 . : , -1 , , �;? - -i , . . .­ ,,��:�� 1,� . . . . . L - - , _ , ��z"_-- 1 - 1 -k- - � _� -� I _`:� �_iQk_i, . _ � ', .�.,,�, _.� , , . � -�'�, : :,­ _ � .. .I� , - -, 4�F,3 - , � $4 � k � YO cap 0 ,il 000 . �? _ .,,�, :_�,7, ��z', �, , ��z,, , Address:�� Q Alpine Engineered Products, Inc. Christian W. Chappell. 8351 Rovana Circle Sacramento,.CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 (R PAIR:LATILE-LEE/AHRENS "TILE ROOF" - 4-26D PIGGY/STEP/DRAG TRUSS) THIS OWG PREPARED FROM COMPUTER. INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. THIS DRAWING SHOWS REPAIRS REQUIRED FOR BROKEN WEB NOTE: SEE DRAWING CAUSR42T 99270061 FOR L,UMBER;=PLATES, AND•' OTHER DATA NOT SHOWN HERE'. N4EPAIR PROCEDURE: N - REMOVE EXISTING LOADS -AND/OR PROVIDE TEMPORARY SUPPORT TRUSS.. AFTER COMPLETION OF'REPAIRS, TRUSSES MUST BE INSPECTED BY THE ' -.ADD SCAB AS DETAILED TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE.DESIGNS.AND SPECIFICATIONS. .�. MID LENGTH ((A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE'SUFFICIENT ,rte., TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC N (S) ADO.2X4'-Standard-OR BETTER.SCAB.TO BE ATTACHED TO ONE FACE SECTION 2311.3.3. WITH'8d ,(0:132"X2.50") NAILS AT 4' O.C. C=; A) -N 8 _ TRUSS BROKEN MID LENGTH 8 F' A) -N 8 04 C=3 9-0-0 W 1-0-0 s -0-o -0-0 1 -18-0-0 ;j .: 1-0-0 16-0-0 I_ 18-0-0 l_ 14-6-0 J {'..'ILDINQ DRIDA RN 8=6-0 Over 3 -Supports — _I R-3179/.-2108 W-3.5" R-204PLF W-10-0-0 ' R-2034/-1189 W-3.5"OvEr Rh -97/-108 RH-+/-656 PCF OVER 10_ 0- 0 SHEAR WALL ---�. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - - - F Scale —.125"/Ft. TSSES REOBIRE EXTREME CAR 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND WARNING" RU TC LL 16.0 PSF. REF R427--67920 p - BRACING. REFER TO N16-91 (MARKING INSTALLING MID BRACT►q . PUBLISHED BY TPI (ROSS PLATE INSTI7TFTE,, SBS D'OROF0.10p1.. T-01TL E00. MADISON. HI 6IITR). FOR SAFETY PRACTICES PRIOR To _ -. DATE 09/27/99 p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TDP CRDRD SMALL HAVE PROPERLY ATTACHED p TC OL 14.0 PSF- N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -"7NPORTABT� _, FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IRGIHEERID _ BC DL ' 7.0 PSF DRW CAUSR427 00005013 Lc5 PRODUCTS, INC.. SULL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILOl TO 8 - BUILD TME TRUSSES IH COIFORIIANCE WITH TPJ: OR FABRICATING. HAAK19G. SHIPPING, INSTALLING AR BC 'LL Q- 0:0 PSF CA -ENG AEB/GWH• .'� d AL P I N E BRACING OF TRUSSES. THIS DESIGN CDRFORMS WITH APPLICABLE PROVISIONS Of ROS (RATIONAL'DESI SPECIFICAT300 PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIA7TON)'AND TDI. ALPIRE CORRECTORS ARE MADE OF zOGA ASIR A66E Q40 GALT. STEEL, EICEPT AS NOTED. APPLY CORRECT4GS TO.. t Jan D5 -2DQQ * TOT. LD . 37.0 PSF SEAN - 19829 EACH FACE OF TRRSS. AND UHL ESS OTNERNISI LOCATED ON THIS DESIGN, POSITION CONNECTORS .PER DRAWINGS 160 A•I. . THE SEAL. 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAl .p DUR.FAC. 1.25 FROM E.D - RECONPOSSINTItlTT FOR ANYLELY FOR THE Tito$$ PARTICULAR BUILDINGOISOT'HE RESPONSIBIT DESIGN LITY Of THE BUILDINGN. THE ITY DESI6 ER. PER THIS op - . C^ AHSIMI 1.1915 SECTION 2 SPACING 24.0° ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95985 • Telephone (530) 538-7541 PE IT NO. (Rev. 12/96) APPLICATION AND PERMIT' C1�--1 3 ASSESSOR PARCEL NUMBER 042-650-011 ZONING ASR BUILDING PERMIT .- OWNER GARY LEE TELEPHONE SO. FT. OCC. BUILDING VALUATION 3003 R 162 162.00 . OWNERS MAILING ADDRESS 196 WHISPERING PINES EONSTRKETINNCOHASSET 820 U 14 760.00 CONTRACTORS NAME GARY LEE CONSTRUCTION TELEPHONE 343-2518 165 2 145.00 CONTRACTORS WJUNG ADDRESS 196 WHISPERING PINES, COHASSET 95973 CONSTRUCTION LENDER Fireplace I A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 180.567.00 ARCHITECT OR ENGINEER JANICE LEE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 923.00 ARCHITECT OR ENGINEERSM,I�r�GMISPERING PINES COHASSET � Plan Checking Fee b 599,95 BUILDING ADDRESS 806 WESTGATE COURT, CHICO Energy Plan Checking Fee $ 23.00 b PERMIT FEE $ 5 5 LOT NO. 6UBDNSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee ' 20.00 Each Tra 7.00 98.00 USEOFSTRUCTURE SF X7 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 1 9_00 TYPE OF WORK New XJ( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W (020.00 PERMIT FEE t 17P n ELECTRICAL PERMIT I Fling Feel 20.00 Main Service soot oA .ss 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 I full force and effect. (�, / (,..f License Class Lic. NO. ( S( [ S 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' COMPENSATIONDECLARATION 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' corn nsation in uran�ri� an policy umber are: Carrier Main Service 200A TO tOooA 46.00 NEW CONST. DW .!I gr OCCUP. SO OR ADONS. ( a ACC. eLDs. 3.5¢FT; NEW CONST NON-RESID. MULTI -OUTLET @7,50 POWER APPARATUS - - a SPIGLE OUTLET CIPL .00 FIXTURESEX. Occup. OUTLEr OR FIXTURES 134L20 ®I.50 Ex. Occup.°SPP ° _ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 176.80 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling Hood 6.50 6.50 Ventilation 4.50 18.00 PERMIT FEt S 74.50 Policy Number (The above sections rie6cTnot be completed 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 shallR3 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 forthwithcomply with ose provisions. // X Date b Signature of Ap icant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demotion or construction of structures over 3 stories in height. O3 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ U CONST. TYPE VN OTAL FEE $ 2041.25 Nnz P FLoo cDF cFa D This permit is hereby issued under the app Icable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By _ hate �. tr26717777795 ij to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK- -INSPECTOR OLDENRO -APPLICANT ENCROACHMENT, ENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 ora APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: J��- l _ SIGNATURE: lJ PHONE: % J 7'-1 LOCATION OF WORK TO BE DONE: TYPE OF WORK TO BE DONE 1. Curb: . ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: p/1 �I�.O��,�.� e le" ��cv All work shall conform to accompanying Detail ❑ Date Issued: Surety: Yes ❑ No ❑� Expiration Date: !Z' %- Plans ❑ Special Conditions U—. Mike Crump Director of Public Works By Z' z3 NOTIFY CO]EF 2� ii0UR5 B WORK IS TO B Phone: (530) 5 PERMIT # 9�0 ZZs � ora APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: J��- l _ SIGNATURE: lJ PHONE: % J 7'-1 LOCATION OF WORK TO BE DONE: TYPE OF WORK TO BE DONE 1. Curb: . ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: p/1 �I�.O��,�.� e le" ��cv All work shall conform to accompanying Detail ❑ Date Issued: Surety: Yes ❑ No ❑� Expiration Date: !Z' %- Plans ❑ Special Conditions U—. Mike Crump Director of Public Works By Z' z3 ,a"w,yy_ ,s+.w� b+j GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permitted's part to comply with any provision will because for revocation of this permit. Except.as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in,a thoroughly neat, clean, and usable condition. 3. The+,Permittee agrees,by the .acceptance of this permit to properly maintain any encroachment placed by the Permittee on, any.park of the County Highway and to i' mediately repair any injury to any portion of -the highway,, which occurs as a result of the encroachment, until such time as the Permittee may be. relieved, of & responsi bility of such encroachment by the County Department of Public Works. ` 4. It is further agreed by the Permittee that whenever construction, reconstruction, br maintenance work upon the highway may require, ,the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads' junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of -the Board shall, be closed to travel, by the general public without §pecial permission, in writing, of the`B, and of Supervisors. 7. The Permittee,by the acceptance of this, permit, shall assume full responsibility for all liability for personal injury or damage io'property which -may arise out of the work herein permitted or *which- may arise out of the failure on the part of the Permittee to do the work provided--for.under this permit., In the event any claim of such liability is made agairistl the County of jButte or any; department; official,l or employee thereof, the Permittee shall defend, indemnify, and hold them and -,each of them harmless for such claim.t l 8. All excavations shall be backfilled and comphctedJrmmediately'after work tkereln has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (900/0) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division, of Highways, or other approv- ed test method. b. - The relative compaction from a plane five feet (5') below the finish 'surface grade to said finish surface grade shall be no less than ninety4ive percent (95 0) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 950. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 900, Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. ,All installations,.parallel.with roadway, shall be placed as.close to the right-of-way line as possible. "-No portion of the backfills) shall+be compacted by ponding or jetting: All pavements,. curbs,., gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of i.he excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, -with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations.' 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to.startrng work. 10. The future safety and convenience of the traveling public shall be given every considcraiion in\the location and type of construction. Permittee shall cause to be placed, erected, and maintained all war'niug signals, lights, barricades, signs, and other devices or measures essential to{ -safeguard travel by the general public over and at the -site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall -notify contractor as to the special conditions and requirements contained herein. COUNTY OF BUTTE DEPARTMENT.AF DEVELOPMENT SERVICES BUILDING:DIVISION 7County Center Drive e' Oroville, California _9.5965: t Telephone (530) 5384541 PERMIT No J GcRev.;z/9s)'APPLICATIONAND PERMIT... _IASSLiSiOR PARCEL NUMBER- .. - ZONING -BUILDING PERMIT ,OWNER • SO.. FT. OCC. - BUILDING; VALUATION OWA t es l� �LaShe. fiARe.02 _ 0 - CONTRACTOR'S NAME .; ,, - r� CA:N S 7. TELEPHONE .,, 13 �3„ 1 C:zl• CONTRACT WS "No DRE88 '. - �. CONSTRUCTION LENDER IQ 0 r"J (z j Fireplace ;: - ff V LENDER'S MAILING DDRE88 - .. " -. p/J Total. Valuation 5 ,R ENG1 LxNBE No. Filin Fee $ 20:00 Permit Fee $ wcHrrECr qIR E,GwFERE MAILING ADDRESS 10tVLRO Plan Checking, Fee $ auaDwoAODREsa( �� .' . C-1 c$ Energy Plan Checking Fee $ PERMIT FEE LOT NO. " - SUBDMSION9NAME - - - - PARCEL. MAP 4 - PLUMBING PERMIT Filin Fee 20.00" 9 Each Tr r 7.00 'USEOFSTRUCTURE ' ;,. ,• F .; _ SF.0' Duplex ❑ , Mobliehome ❑ Other SPECIFY ,, Solar or -heat pump water heater 23.00 ` Water piping 15.00 Each as.water heater or vent 15.00 TYPE,OF WORK l _ ` New ❑ Addition ❑ Re el ❑ ❑ .: Installation', Other ❑ .. ' Describe Work: AV ` Gas` I In stem 1 - 5 outlets '. 15:00 'Buildin sewer 15.00 r Mobile Home S I GI W @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 26.00 Main Service 406A OR IEaB 23.00 t I' '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 icense ass - Lk:. No. LCl OWNER -BUILDER DECLARATION I hereby affirm under penalty of"perjury that I am exempt from the Contractors,Ucense 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'r am exclusively contracting with licensed contractors, to construct the .project '❑ i am exempt under Sec. Business'and Professions Code for th`is, 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 fo'r whk:h this permit'ii'Mued: ❑ ,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 caff ler 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 im any manner so as to become subject to workers' compensation laws of California, and agree that tf I, should become subject to the workers'.compensation 'provisions of section 3700 of the Labor Code,''I-shelf forthwith comply with those provisions: - X _ 'Date, Signature of Applicant- ❑.Owner:. 0. Contractor' ❑ Agent An OSHA permit Is required for.excavaVwsi over: S0 deep and dem'olition'or construction ' of structures over 3 stories In -height ; Main •Service 'tow To L000� 48.00 NEW CONST.. DwauNG occuP. sD 3 OR ADS a ACC. eLDa: 3.5¢x: NEW cumI MULTFOLJTtET @7.50 NoKRESIO: ` BRANCH CIRCLM �+� � 8 SWGLE OUTLET S . Ex. Occu ei0 1.00 °L'TLET°"FocruREs.50 FDOEDS (REST. oR 5.00 Ex.' Occu .• ounETa FSIo. ENI Temporary "Service 23.00 ' Mobile Home Facilities 20.00 ' Misc. • Wirin •23:00 PERMIT FEE .s MECHANICAL PERMIT . Filing Fee" 2o.00 Heating, Cooling 'Hood Ventilation, PERMIT FEi= S Mobile Home Installation Fee 5 Energy Inspection Fee $to ;ARCA occ 3 CONST. TYPE �, T T L FEE $ „�• D ".IMF COF This permit is hereby issued under the app of the Butte County Code and/or 'Resolutlons indicated above for which fees have been By : Date PERMIT EXPIRES ON kable provisions to do work paid. _ la Receipt No. ' WHITE•D.0.3.- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance. Due ........:....... $ -- Additional Fees Due .... $ -- Additional Fees Due ......... $ -- Revised Plan Checking Fee ..:.... $ 2. SCHOOL DISTRICT FEES (paid at District Office) eR SHERIFF FEES (paid at Building Division) sidential ....... x $360.00 = $ Units A. P. # z 0 1/ DATE RECEIPT # DATE REC q_y_#9 )(Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. �K4.URBAN AREA FEES.(paid at Building Division)sidential (per unit) . x �©- ED= $l� �. #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. "5CREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00. (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) - 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. �h, APPLICANT DATE SO lZS Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section. 66020(a). Original -Building Div. 2nd Copy= Applicant 3rd Copy - Owner (Rev. 2/97) // 1•LJ4'r Y," :Sa'liyt..!!�-'Ii J j:...tf Gli'; til ;L i �T'.-,A'. 1;,-'r'�1" t�+y:�rr' ., �� ' f I. rtrr iW4:. i f.,• r ^tt0, ,t: zt t; .'' rn�3y.a ..� y _, 10 - `� uj `� r 7UL�;t .'i. r-: +r: ,r �, XF; ;Y'l,rc '.ti.G •'',. J«f�' . C.'�a ,S:�L' ' `:;ALX:.., si., n• ,if �.r; .J1Ic� h 'n ,. _.._. � ;' r',.4 r. .., ..�"�Y� ..'�'B. .s6'tFi tfi ).',li f•)`' �S }i -{4ei' .a :_ n 7' .�.._..._ ._. _ .-_ _�- • ^ �, .LSF Ln'�.a r' `':'1+.�,. 1".lv� .r is 1 ,S •_,..r. .-�; . 4Ii� " :_1'4t' I" t' �� "'`' {RM't• �'�; r _ �t �r� r e ;i:yJ'. ''17C w,A:f y `� �. � t �. 1 i, RG. 1• at,r _ t , , _ ' � ;.;,� 'wi,�. 1.,'�;l"t,�i,a �F�`�r_. �,�=3 .��'�x`a'.�� d� z�`�-.,.ii.�'i'.` _, �-:i�c�iY�.t•K>-7�lYt'1 ii .i.�'t + Asa 4ut � ��s�--���i�Y+�'•w�'`'�`�"�..;-�-d3.i�'�',v��:L.•'sf�'�@�l�ayz�;s' :,.-.-�'a`� ;�-t ' it .— ' iyi. . '.p � a „. •� � L ��; '! :: {f: s`CrOU1V`IzY°h.BUTTE - DEPARTMENT OF, DEVELOPMENT"S�RVICES - BUILDING DIVISION - COUNTY CENTER DRIVE - OROVII,LE CALIFORNIA 95965 - TELEPHONE (530) 538-7541 4.. ti PERMIT APPLICA TION DA TA SHEET, OWNER: ASSESSOR PARCEL ER: Proposed Building Use: Building In§pector:' Date: , _ w c.. At time'of permit application . was advised theyfollowing data must be submif'ted prior to permit processing` and/or issuance: . rqteReceived By ❑ terns have been submitted.-------------------------=--------------------=--------------------------- 7- I ------------------- Iot lans, 3/4'sets, signed by the preparer of plans -- - `--- ! j---'k�----------------------- ---------------- ----- �!� - ---�_� 'w---------------- - omplete plans, 3/4 sets, signed by the preparer of plans -- �.—__•� „ • ❑W . Engineered plans;i3/4 sets, with wet signature on plans. All engineering must be shown on lens. -------- r Engineered`truss details and layout in duplicate (required prior to plan review) No faxes!•------------------— . � ergy Design Compliance and supporting documentation `:---_----------------------------------------- <)��y/ ,y ❑ T Statement of Intent for Non-Heated and A/C Buildings. ---------=----------------------------------------------- )Hazardous Material Form.------------------ r "» . Malwactured Home data and iAallation instructions including Tie Down Specifications .------------------ of.$--=_-�--�'—?--Q_--------------------------------------------------------- r —, d Impact fees as shownron the attached schedule.--------------------------------- t (�'�l _ ' P aPP 2 California DepartmentYof Fore lin rovaUfees.--------------------------------------------- ,: . � ��4 .r ! ❑ F elevation'certtficate. -------------11 ----------------------------------------------------------------- q « talion and-plot plan approval Health Department. -------- --------------------------- ------ City of Ctucoplumbing permit----------------------------------------------------------------------------------- rr _., - LCL t 6 Plot plan and business license'ap royal from e City,,o�Biggs. -----x---- ,-�---- ------ - I p y�------%--- g.. PPr ) ! 1 `,��' 1(13) Parking "� i ' 7 Plannm a roval':for A Use: ____________ , � ---I :,, 18 ontact,Land Development about Improvements, ❑ Drainage, Legal Parcel: ----------------------- + • 9 Encroachment Permit for driveway (construction approval prior to occupancy). ------------------------- 4'L Pre inspection for required Request to Building Inspector on (Date) 21 tractor s license information. Numb -' Classification). 2 'Workers' Compensation carrier and policy number.---------------------------------- ------ ------ ---- ` •'_ .• , ` ❑23: ,Owner-Builder, Verification (Given to owner El ;Mailed to owner ❑).---------------------------�---- ="t.: �' tter of signature authorization. ------'----------- =--------------------------- r y ` 5 'Recorded copy of Agricultural Acknowledgment Statement------------ -------------------------- } 3 0 -� �r OIL 026 Letter of intent on building use.----------= - ------------------------ ❑ 27:. Manufactured Home utility clearance, ---- ------ -------------------------------------------------------- ❑28. Existing violations and/or expired permits ---------- ----------------------------------------- ❑29. 0433 A, ❑Grant Deed, 0 M.H. Title, ❑ Check to H. CID $ --------------- 030.-Other' ______________030.-other . ------ ' Wh you issu th ernu r IL 0 Mail to owner tor. Telephone ~- . , '� s, d hold for pickup ❑ De v with inspector. Applicant: o Date: f topy of Haz-Matfo sent ❑Health bepartment, 11Fire Department, ❑ Air Pollution',,..:":. Date: Copy of plans sent. ❑ Health Department,' ❑ Fire Department, ❑ Other: Y: " r 1. Index permit application for the above items numbered: I` ❑+Plan Check 'List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑-Building Division counter, by Date: h Contractor, designer, owner, was advised of the above K , L` gn required data by o .phgno mail; QMBuilding Division counter, by Date; , Contractor, designer, owner, was advised of the above requir dJIZI aby � pl>ofe ❑ mail ❑:Bmldm' 'Di Sion counter, by ,,, » tDate Contractor, designer, the above required data by ❑phone; ❑ mail ❑'B iv ion unter, by, a Plans reviewed by: ' ' t `$' Date .' 3'' Plans approved by:. Date:': �:� . Sets of plans o6 hold ' 11 Plan Cabinet, q A.P.;folder. Note transfer by: Date: COPY of Document Recorded 30 -Aug -1999 1999-0037221 A Y'NVHEN RECORDED MAIL TO. RECEIVED Has not been compared with original BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE AUG 3'0, 1999 BUTTE COUNTY RECORDER OROVILLE CA 95%5, BUTTE COUNTY BUILDING DIVISION 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 operations. All that real property situate in the Count), of Butte, State of California, described as follows: LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PISTACHIO GROVE ESTATES PHASE II" WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF .THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 22, 1989 IN BOOK 112 OF MAPS, AT PAGES 75 AND 76. RESERVING THEREFROM A 6 FOOT PUBLIC UTILITY EASEMENT AND PRIVATE STORM DRAINAGE EASEMENT, AS SHOWN ON SAID MAP. Date:I"ITPEFY OWNERS: VkV41r_0 ±ICE E. LEE State of California ) Counh•of BUTTE ) On 8/27/99 before me, LUCY A. PERSHALL, NOTARY PUBLIC personally appeared JANICE E.LEE personally kno,Am 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 entit • u on behalf of,Ahic t e e sons) acted, executed the instrument. WITNESS my hand and official seal. r `' , LUCY A. PERSHALL d_YSeal: P.� 0 ya - e 5-0 -0 / o�`Comm. #1092344 i0 NOTARY PUBL.0 CALIFORNIA 0 v BUTTE COUNTY My Comm. Expires Mar. 24, 2000 6 C�� IC :�9Ji 3n9mu�v� to YC40—I i`�ytE©-eE'et eeei-puA-®0, djlw beisgmon need Ion ssH isnx.pizo 91,19003H YTNUD:- 3T TU8 el ®6$� Recorders Office County Of MME CANE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 19997221 C FEE CONFORMED COPY TOTAL CHECK TOTAL TENDERED CHANGE 7.W .00 7.08 7.00- 7.00- .m 09:55M 3& -Aug -1999 1 Maureen BTTFEC17 Thank You Have a Nice Day! SEP—.2=99 THU 14:33 Env Health-Chico- 5308956512 P.01' vrill be hebdled Ron I R�QU S f9 ': (" N +Fe ebcvrdad 24 Noun pqtatpvod�1°: f; Ali am - ]ICTIVITY/BVILDINd° :PRRX T' NO. t 99.:-0161 8 Proj4at .Ad+ eps a Cj!Q. � t�.j Cj ;: Ai�N:. 42-097011-000 - Lo�..Nwo)drl.::11 eubdivioi-P4f PISTAC 10 GROW Zoning. -9-1, i4o k 4N B TB SXiBR CONNRV#ON (COVNTH PROPERTY; - �: 1,'r...i :'(I. ,,: }t�.1$:l !'I.• ,,:':, ,,i�t,li:� f.!1'�•,: °f.�il;,(,�•,:.;i':,' N.,:.;r,,,l! .. ... .. ....... � , , y • ii �, N�f•.V .L. ... ... i•.: ., ...... ..... .... _....... .. .. ... e•I IL:.. 1� r.L: L: • .. w. ....... .r.. all .. I :L:I:...:n :.:r::r - : �: ,:..Lla, ..til c,!` _ :1,7.: �-!-:!:��t:,"� __� �..,.,i( ,�:.,�:!>ss•.,..I,-„,moi•, : i •:hl,- _.i-• r.... =,.� � °� ” ' ° • _ .. ..,...,_,�:: •.,::.. , s . .,.2 s!aldllfi.d 11 _ r _ � .1.i:i:.: •,-! • �:[i-[� . t;�i I- . •1� ! ,.,, . q[I •I, r ..,�• a l_rA.,_ryin,. •,: ...I .r_ � ::r__ _, =:::. ' .. ..a-:::. -::.. • .!l • . � � �'L il:_ ..,.r• .,:�:.. ': ' N.: POVNDAf N:- +1: UFERHardwiro UF ERHmr4ww, - ndar9oor'Pham ' UP Iniad. •l oor ARWi►i.I: Can WAIL, woe •. � - . itaotrvui , �M: - mbical " Plumbi R,au h.Meohaoic�i � � .. - 3 Proms OK •Plwo inwlatied • • :r : h Fir's 'nklen R L OK -Place wallboard tyq. R walls M -PIN* B=t. lath OK -Place RC aw-a l Mm POOL•Bond • C eaet. Sbo*W PM EI=L T 1 Gaa Teat •Ou . „ Planniqff• TIN of 0 AD 1� 'iaiw A L •P.Gjice a;aMr'npmtwT MRW 0. q.��,,..;.;rtji'�t,�j,'� nN+,.-�i^:"'t.?,�,a �l�twr;Y`74jG�y�t��,.t.-+.tNlib.+r'"J�v,,,` ', r�t�=ti,b��'`f�SK4'•lbMi'k'S�iNo%ly v�ti�v(Q�#3bb�ti;-�i�'sY"'rti.M'w#�''y",+,�'geA�'oa,'jpPy�^n,tyrHYM'.-,,.�t�utif ,.,�i. ...• w.•'..- �� d�J VV Cf• rl4 rlF.:.: :..ati• � .._ rr 1!' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM { (One'form per Building) School District Building Department No �!j� 0I City CountyA.P. Number Property Owner ' r� /V V Property LocatiorUAddress ;gob '.• f) j .2 Subdivision Lot No. ... .. ....... Residential Development SQ. Footage No of Living Mobile'Home Addrbon/ 'Supplemental to (Group: R) Units Installation Conversion Permit # ?. (No foundation inspection) `,..,' 4•'4A"'i leh'ltl t .kyr ra •7 .. bet. iF rr:_4 J41 ti -t CommerciaUlndustrial Y #fir «?, Sq :Footage �s s 0 ` New Addition (Including Exterior Roofed Areas) , Building Department a esentative Date.. 10or.- ans reviewed by School District, Personnel) � District Iden 0001 Identification No. ' .. _ ILA _ l�Vl p SchoolDistiict certifies that tApplicant) F t .ZI3. (Street Address) (Phone Number) (City) (� (State) (Zip Code): : has complied,wltti the requirements of•Resolution No. by payment of 1, representingsquare feet J�p 2926 _ . FULL MITIGATION : School District Representative . Date Paidby Check #,' (!� Remarks: to '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 0 ality, Act (CE0:A) 1 . 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.zls (10/981dmm ^t`^.." _ "'�""'."r'r°N°Rw•�6+'�+Cg, f��ik�'�Vri`'�`''?� *m'gr�y" _`;.srrn ...,,n„X.�L,�s.:.,$.,vM.y^.•-`'..�--...-.,.w:.xir..rrw =�,vvwi7'+.'.'"' •"f%;s'14.;'.,yL1+�:�11.'ciEie:2Y��e,�vck1'�ti�s�.°: +r 'i`�s,���'H`t�4'�w'S BU TE- COUNTYs PARRS. DEVELOPMENT FSS CBRT,I'FI&TIOP FORK , ti. - .... MSA... CHICO:,AREA.,RECR$ATION '�AND•PARK, DISTRICT r 4 Assessor'• Parcel . Number.(s') , Q.`i oZ ' c(i �� Qr/ Property .Owner: Project Location/Addressz D' Subdivision L'ot�Number(s) - Residential Development ;,(check one) New Development Alteration/Additrori=Mobilehome(s)`:' Non-Residential. _' . :.to.Residentiah ;,„ d Total• Number: of Dwelling Units-.) Comment °'Bui Depar'tment 'Rep esefnt— ate ' Date ..�r�r�r�c*,t.�r�ri��r�ryr�r�r�r�r�rrr�r.,r�r�r�r�rw,��r�c�r�r�r�r�r,��rrr�r,��r,�vr,�r,��r�r�r�r�r�r�r�r�r�,t*,�r�*yir��r�r�r�r*,��r�r�r�r�r�r�r ,• •.�. Chico Area Recreation and Park,District(.CARD)•certifies;that;; •:- ,:. • C3�c r1.r � P X530 ;�3'%3 � �:5/� � " r .(Alia'�' pp. r ( ) cnta Phone. Number" " (°Street, Address.)' : O' (City) r, • 3' '(State) has,.complied with the requirements:of Butte Co Resolution No 90 140. by payment for dwelling units @ $1, 1'89 for total payment'of $ t W1 6L C,iep e" pate. PAID BY CHECK NO . ,QREMARKS': f . .BANK .NO :. PAID BY°.'CASH' _ r 1 RECEIPT:=NO. Distribution .White--Applicant Yellow-=Butte Co,,Bui'lding::Dept xr h, t . Goldenrod Cit of Chico Pink .=CARD;' °` y Building Dept l park.fec (form'revisec! 11/90) ; -cc tt� �' ^r• r'�-.� 'Y:QC' iii_ !', -. gy`"T j'.�. TJ�i;;... . � r.,C.l.l �I�! 1/� , f � � .\f,' - it `•�..�i `�•l'.. i' ��1�".^�'(�,p-fri �-i �J� t'1 y�tT�'J ���f.... `i'JC �.� .. .. i . 77 g.:� F: 'i Po: "f4+( .(.1 "� E `. i Yr: -•d;; 't;.'.; 4.»• T.lL. q :.. !.,?' - (. Yip i, 15 `f •_ .: t; =•1. _,C�i:i� -;7J (; F+,. �I- d 1-4"-,.y •.�,. �: t:, :}.. r_ � :. ..,.. � .;! w;!:t..+�'.,:r Y1'MY^.. ...-1:.. '3�, .R :...-�t�. .T :.*h:t'1:�;. :L:.� _ .:;:.. ^,ut9_,j4(7 r; ..'. �'''. •r -. r•,.. �,'; ,1 c>; . �. z+�,•Ti"'". r ,h]��-_ '.C' �t:7f � _ �_ _�,~T_ ,_. _.-y__.� . _.... _'- _ ..__ �.,... ' .._� ✓-. ,Jail. rr..�?;''. :.. y :.... :. G,j��' : �'%'�.'1{-1q= i1 ._•_ j�:,,�r•' ,i�.:+'tl.;- i � F ... - ��� ,�jL.� •.:j�;� .� V - •t�-w.._ N'y ' �r.S ,21'�y � �� �i -'r '�.a`.'��; � v•>t ie.&:, `��'� `>< `�� T';��':�r� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTV.CENTER DRIVE ORO\'ILLE CA 95%5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI • I. 99'3•-003.722 11 - Recorded Recorded I REC FEE 7.80 Official Records .I CONFORM.,. .00 CoBunuty_Of' TIE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Maureen 09:55AM 38 -Aug -1999 I page 1 -of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 268 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 fertiliurrs; 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. ButteCount\• has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 11; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PISTACHIO GROVE ESTATES PHASE_II" WHICH MAP WAS RECORDED IN THE OFFICE OF THE;RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 22,'1989 IN BOOK 112 OF MAPS, AT. -PAGES 75 AND 76. RESERVING THEREFROM A 6 FOOT PUBLIC UTILITY EASEMENT AND PRIVATE STORM DRAINAGE EASEMENT, AS SHOWN ON SAID MAP. Date: Wf PERTY OWNERS: J NICE E. LEE State of California ) County of BUTTE ) On 8/27/99 before me, LUCY A. PERSHALL, NOTARY PUBLIC personally appeared JANICE E.LEE personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) 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 capaclty(les), and that by his/her/their signature(s) on the instrument, the person(s) or the entit • u on behalf of w r c r tt e e on(s) acted, executed the Instrument. WITNESS my hand and official seal. LUCY A. PERSHALL p Comm. #11092344 � NMRY PURL c CAUr-OPMA p BUTTE COUNTY Signat Seal: AAyComm•Exp1eaMac24,2000 AP.0 0 ga -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of.the Department offish 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 IN.ing unit shall be paid. Pay the amount of $ as" stated in the Oroville Area7raffic Mitigation Fee Agreement. Payment to be made to the.Planning' Division.. . _ 15. All new residential buildings shall be constructed to comply with the requirements of ttie.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,9 . —16., Deer Mitigation fees are to be paid, if such fees have been adopted by, ;the Butte County Board of Supervisors. X 17. Pay ;"school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3,,Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional :archaeologist.; This person would then be able to assess the site significance and suggest appropriate mitigation measures. - 21.. . 22. —23. r.. _ 24. a 25. 26. AIG 1N311UMA304W 3.11nA A0 UNI100 6661 L 0 1 n (' G.M33.3H QLD 6/98 .f. FORMS\BLDG PERMIT CLEARANCE a 'CERTIFICATE OF -COMPLIANCE: RESIDENTIAL �Page'l CF -1R ` r;r,Pro ect­:Title.Ahrens &::L-ee Re;s: Date M A4 Proj'ect'Address. .........� 806 Westgate Court Chico i; *v4.51'* Docurrientation Author Marty Runnells ******* Bu rmit' Energy "'Calculation. -Services "+ • 3`�g 1907'..Mangrove Avenue. '.'Suite `D Plan.Chdck I Date CYii-co, ..CA 95926,.''. 916;-894.-846,6 Fie -Check/ Date Compliance }Method.: .;.MICRO;PAS4;.v4.51 for•_,1995. Standards by Enercomp', Inc MICROPAS4 v4.51 File -99166S WtH-CTZ11S92- Program -FORM CF 1R: User..#-MP1333 User -Energy Calculation Servic ..Run -3003 SF.Res.,%Submittal -GENERAL "INFORMATION - Conditioned Floor Area. 3003 'sf. . " Building Type..... ... Singl,e Family'Detached :Construction Type New Building Front Orientation. .Front.,Facing 225 deg (SW):' Number of Dwelling.Units... 1 Number of Stories .. ' . .. 1 ;.,Floor .Construction' -..Type.... Slab On.Grade Glazing' "Percentage ... 20.2 % of floor . area Average Glazing U -value..`°.. 0.56. Btu/hr-sf=F -BUILDING SHELL INSULATION Component Frame, Cavity Sheathing Insul-Assembly Type Type R -value •-R'-value '*R -value U -value Location/Comments` Walln/a R-13' R'' R-13 0..088 PLAN FRONT, KNEE WALL TO GARAGE, LEFT, BACK " BACK -RIGHT, RIGHT " .Door iVa R-0. R-n/a R-0 _0.3.30 ,TO GARAGE Roof,n R-38 R=n/a R-38 0.025 TO ATTIC, 'VAULTED SlabEdge.'n,/ a-., ..,. R-0 ° ' R-n/a R-0. 0.900 TO EXTERIOR SlabEdge n/a,. R70--:', R-n/a.:' R-0 s0.720,.TO 'EXTERIOR SlabEdge h/a R--0 `• R-n'/a R-0 0.550 TO GARAGE -SlabEdge' n/a R-0 R-.n/a R-0 0.500 TO GARAGE FENESTRATION # of Interior Over - Area U Pan- -Shading/,- -Exterior hang/ Framing Orientation (sf) Value es Description Shading. Fins: ,Type Window Front (SW) :113.0 0.550'.2 Drapes.'Std None None VinylDiv Window Front (.SW) 13.4 0.520 2 Drapes.Std None' Yes Vinyl Door Front (SW) 20.0 0.550 2 Drapes.Std None Yes Glz<50o Window" Front (SW) 12.5 0.520 2- Drapes.Std None Yes VinylDiv' Window Left, (NW) -40..0.0.550 2 Drapes, Std None. None Vinyl.-:. Window Buck (NE) *219.5 0.550 2" Drapesi.Std None None Vinyl Window , Back (E) -15.0 0.550 2 Drapes.Std None Yes' Vinyl Door Back (E) ►20.0 0.550 2 'Drapes.Std None Yes Kood Door Back (NE) 17.0, 0.550 2 , Drapes.Std None 'CO ITof'lz<50 0 Window Right,, (SE) 30.0 0.550. 2 Drapes.Std None 'CO!ie Vi Window Right ' (SE)' 24.0 0.550 2 Drapes.Std None ��NoDiv: Skylight Back (NE) -16-.0 ,0.800 2 None N.onlj U,N� '�T_one Metal' Skylight Horz 6 0 0 800•, 2 None None" ectal �.CERTIFICATE OF COMPLIANCE: RES-IDENTIAL MICROPAS4 v4.51._.File -99166S Wth-CTZl1S92 ,.Program'=FORM CF -1R: ` User ulat #-MP133'3` User=Energy. Calcon.SerVic' Run .=3003.SF.Res. - Submittal J THrEeRa MALT [Y hMiAcSknS e.` Type(SfTments m, L .Expose 4 ' SlabOnGrade Yes, •.: ; 784 ' 4.0 >'KIT: /ENTRYf BATH/NOOK/DIN;:. . SlabOnGrade No "2219 4 : 0 TYPICAL -,Yes--243 ..InteriorVert` SHQWER /TUB., ENCLOSURE Inter orHorz .Yes''e' 55-, 1-0 COUNTERTOPS,' - HVAC SYSTEMS . 'Minimum Duct: Duct, Thermostat Equipment Type..,Eff,cency': Location R -value a` Type - _ Gas r,X0.:8:00%AFUE .'-Attic ;R `4% 2v Setback -Acsplit .°10:00 SEER Attic R-4.2 Setback. trA` .,WATER HEATING SYSTEMS Number': TankExternal E. in EnergySizeInsulation ` Tank.,Type Heater Type ''Distribution Type,,. System,;•,.Factor (gal) -R=value Storage Gas Standard ,'. .: 1 60.,EF 50• R-12 6. SPECIAL.',FEATURES/REMARKS` i I; ,. , .. Cbt ; APPA "MICROPAS4 V4'.51 File, -99166S, Wth-CT-Z11S92 Program -FORM MF -1R..., User#-MP133.3 "User -Energy Calculation °SerVi.c_.Run-3003`SF.Res.�- submittal MANDATORY MEASURES CHECKLIST: RESIDENTIAL 'Page 1 MF=1R = ns=&��Lee•,Res =-rr Date^- 06/Y30_9 9 Project•Address. 806 Westgate,Court. ******* , Chico `*v4.51*` Documentation Author... Mart Runnells****`° y.. Bui in Permit g,. Energy Calculation services. 1;9 0-7,7 Mangrove` Avenue,,, Suite D P an "C ec Date` ' Chico, CA 959,26.:` 91.6=894=8466 �. Fi.e -C ec Date _.. :Cl`imate''�;"'Zone :...... r ..... 11' -• - ,..., . 7 �� � - ,,•�,4. Com Pliance Method...... MI•CROPAS4 v4.51.for 1995 Standards by Enercomp, Inc "MICROPAS4 V4'.51 File, -99166S, Wth-CT-Z11S92 Program -FORM MF -1R..., User#-MP133.3 "User -Energy Calculation °SerVi.c_.Run-3003`SF.Res.�- submittal Lowrise '.residential, buildings subjectto,-.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 .is, -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 Design Enforce_ ,er ment *`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 insulationr.in .framed_ floors,; minimum R-8 in,concrete raised floors. N A 150 (i),: . Slab edge insulation water absorpt-ion rate -no greater than 0.306, water, vapor: transmission rate no ,greater ;than '2.0 perm/inch.- h✓d . 118: Insulation specified or installed meets:CEC quality, standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors' -and Infiltration/ r' exfiltration'controls a Doors,and windows between conditioned and unconditioned spaces designed to limit air leakage. r• b.. Manufactured fenestration products have -.'label with certified U -value, and infiltration certification. .� c Exte`r'ior doors and windows weatherstripped;1all joints ` and' penetrations caulked and sealed.'_ 150(g):.Vapor barriers mandatory,in Climate Zones 14 and 16. only. N% 150(f): Special infiltration barrier installed,to comply with Sec. 151 meets CEC quality standards.WA _ 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. 1 l:' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 -'. MF71R Q6,/L30./,9,;91.'n ., SPACE`:CONDITIONING, WATER.HEATING AND PLUMBING,SYSTEM MEASURES r< ,....Design- t-Enforce=-=-� y e.r Ment. 110-13:. HVAC equipment; :water1hedters,'show erheads and faucets* certified' by the CEC. ✓,. 150(h)`: Heating"and/or.co`oling loads calculated in'accordance with' ASHRAE, SMACNA .or ACOA;... ✓,.: , . 1.50,(-i;) Setback thermostat on';all.applicable heating systems'. 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-16 .or: greater) . 2 .. First. '5 .feet of .pipes closest to water :heater tank, non- , recirculating systems, insulated (R -4,6r greater) 3., -All buriedor exposed piping insulated do recirculating 3 sections -.of hot_ -.water system. , 4 Cooling.s'ystem piping b'elow'55 degrees insulated; 5 ,Piping. insulated; between,, heating, sourceF and indirect . hot.`water tank. *150: (m)• Ducts,,and Fans' Ducts "constructed, 'installed and sealed .to: comply -.with UMC .sections 601 and 603; '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."Nave : either automatic or readily accessible, manually.. operated` dampers . :114: Pool.and Spa Heating -.Systems and Equipment 1. System is certified with 786 thermal efficiency, on-off w. switch,'weitherproof.operating instructions., no electric resistance heating and no pilot light. 2. System installed with: a. At' least 36 inches pipe between fi'lter'and`heater for future solar heating... b: Cover -for outdoor pools or outdoor spa. 3 Pool system has directional'irilets'and.acirculation pump time switch. N/q, 115: Gas-fired central. 'furnace, pool heater, spa heater or. -household cooking appliance-have•no continuously burning -pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr..) . LIGHTING MEASURES Design Enforce er ment. 150 (k)'i ;4.0 lumens/watt or- greater' for general lighting, in kitchens. ;and rooms;°.with Ovate'r closets; and, recessed ceil r�vg V - fixture, LC: (insul'ationi ', cover) approved F%r .. POINT :SYSTEM Page 1., P -2'R Project. T .tle..- ..w.-<TYe--Ahrens•,:&;,.Lee Res_.. __- .Date .,:, .0,6,/,.30/99,, ProjectAddress. 806 Westgate Court'-******* Chico Documentaton.;Au;t�hor ..:�., Martyr Runnells' *******.'" :Bui ing' Permit Energy; Calculation Services: 19'07 :Mangrove'. Avenue,, Suite �D, P: an C ec Date r' .. Chico., CA "9.5926. 916-894-8466- Fie _C ec Date Climate -Zone............. Compliance•Method... MICROPAS4_V4.51 for 1;995 Standards by Enercomp, Inc INTERIOR THERMAL MASS I We-igh'ted-F;verage UIMC. A"re_., L a Product Y �w 1 -SlabOriGrade j 4.600""''' x784. 000 = 3606..400 +: 2 SlabOnGrade - 1.800 x 2219.000 =, 3994..'2.00< _ 3 I-nt"eriorVert 1.'700:x- 242.500, _. 412":250 4 Tnt:griorHorz 1 .700 'x 55. 000.'- _93.500"" ~Floor Area Mass`'Cap �7'.. ,3300 . 5D0 ." -81'06;.;3:50 : /'';; : " 3.003,. 0,00 � r:2:• 69.9 INTERPOLAT,IONti; d . Value : Value. :Value' -' " Low for Low. Actual High Low.for Lowfor High :P.ont Descriptiori.:. Pts- 'Points'' Value Pts, . Pts': . ' :'Points Po int"s Si.core l: Ceiling -3 +[( 0%040 0.025)x( 2 -3)/(` 0: 040 0:'020)] = l 2 Wall -8 + ['( 0.100 - 0. 088) x ( -4 8) / (. 0.100 -. 0.080) ] . =. -.6- .3'. Raised 'Floor. 0, +-[ ( 0. 000 0 . 000) x ( 0 - 0) / ( O:000--- 6.000)Y = 0 J.. " -4. S.1 -ab Edge -1 + [ ( -;0.800 - 0.741)x( 2. =1) / (: 0.800 - 0.700),], 1 '6. enestration -4 + [ ( 0.220 0 .202)'x ( =2 - 4) / (` 0.220 0.200) ] _ =2 9'. Interior Mass 1 + [ ( 2'. 500 2. 6990 x (, 3 :'1)./ (;, -2.500 = 3..000) ] = 2 I0 .`Exterior Mass 0<+[( 0.000 0.000)x(, 3 0)/(. 0.00.0 - 0:200)]- 0 11. Heating 0 + [ ( :0 .:640 - 0,..664) x ( 4. -. 0) / ( 0':.640 0.7.0'0) ];. _ 42 12. 'Cooling 0 +1 ( 8.100 8 ..100) x ( 2 - 0) / (, 8:100 - 9. 000) ] = 0. ; WEIGHTED AVERAGE w Type 1 Type 2 Type 3 Weighted - Description Value 'Weight' Value Weight _" Value Weight,_Average• 1. Ceiling [( 0.025x 2354.0)+( 0.025x 664.5)"+( 0.000x - 0.0)] U -Value. Area /. 3-018.:5 .._. :0,.-02,5.',,o-_ 2'. Wall [ ( 0.0'88x 347.1) + ( 0.088x 146.0)+( 0. 088x 262,0) ]'+' [ ( 0-088x 360:5) +{ 0 . 088x .1.41'.0).+ ( 0 .'088x 122.5,) ] +' [ ( 0.08'8x 405.5)+( 0 . 088x,3 28.0) + ( 0.088x 454.5),] + - [ ( 0.088x 114.5)+( 0.000x, .." 0. 0).+ (.: O: 000x".; 0 . 0) l U -Value Area / 2381.6 :0..088 4. Slab Edge [ ( 0.900x .78. 0) +,(,' 0.-720x,-'136. 0)':+-(' 0.550x 25.0) [ ( 0 . 500x . 20.0)+( 0 : OOOx 0'. 0,) + (" ..0. 000x -0.0)1- F2. -Factor: Zength .: ;'', s, / '259: '. -0 ;741 10. 'Heating [ ( .0 800x 3003.o')+( .' 0.000x 0. 0)-+ ( O'.'000x 0 0) ] AFUE Area / 3603..O 0::= - 0.8.00 10. Heating Ducts[( 0 .830x. 3003.0).+ ( O..000x 0 . 0) +{ 0. 000x .,0". 0) ] , Duct Area 3003.0` `0.830 11.. Cooling [ ( 10 . 000x 3003.0) + ( O.O'OOx 0. 0)-+ ( 0 . 000x 0.0).]" SEER Area. / 3003.0'= 10.."00.0: 11. Cooling Duct's[.( 0.810x 3003.D)+(,. "0.000xf 0.0)+(- ,O.000x 0 "_0)]:�; . :Duct Area / 300.3 0j=�,0 8"10 11 - .�•" � � .. a FENESTRATION HEAT,LOSS ----:Description.,..-...Orientation ,...0 --vale ,...,..:Area P-roductp. I;___ I-II 1, Window. South 0 :.`550 x 12 .000 6:60,0 2 Window South 0.550 x` 36.000: 19.800 3.Window' " -South 0:52.0 x 6.700 3.484 .4 -Door '• South 0--. 550, x ` 20.'000 . ;' 11.000 5.Window South - O° 5,20_x 6..7'00,,= 3..484 6 .Window "South 0.520 x z 12.500 6..500. 7 Window. ­South. ^-0:550 x 45.000`_ 24..750 B- ,Window •, ..: South. -0.550'x 10 : 000_5.500, 9- Window; South 0.550-x 10.000 = 5-.500 10 -Window West 0.550 x'' 16.000 .8 A00 11 Window West 0'.550 x 24.000 = 13.200 12 Window North • 0 550 x 24.000.._= 13:200 13 Window North,, 0.550 x 4.50`0 2.475 .14 Window North 0".-550 x 17.500'-'. 9.625 15.Window North 0.550 x 48.000 26.400. 16 Window North 0.550 x. 17.500 9.625 17 Window North', O".'550 .x 36 . 000 = 19.800 18 Window;. East 0.,550 x 15..000 8.250 19 Door East 0 .,550 x 20.000 20,,Window'. North.' 0.550 x 96.000, _ 52:800 21 Door North 0..;5.50 x 17.000 9:350. 22 Window North 01:550 x 6.000 = 3.300 23 Window North -0.550 x 30.000 = 16.500 24 Window East 0.550 x 30.000 = 16.500 25 Window. East 0.550 x 12.000 = 6.600 26 Window East 0'.550 x '12.000 ._ " -6.600 27 Skylight Skylight 0.800 x .,16. 000 12.800 28 Skylight Skylight 0;800 x 6.000 4.800 Area _ Ave_ , U--val Average U -valine .606.400 338.243 /. 606.4.00, = 0:558 Total Percent.F-enest,ration 606.400 x 100.0 / 3003,.000 20.193 Area Multiplier, Floor Area Percent OVERHANG FACTORS _. Orient Fehes. Overhang Overhang Overhang OHFac OHFac Description ation' ' Height Depth (H) Height (V) : Proj ,Open'-, Closed 3 Window South 6.7 5.0 / 10.0` _ 0.000 .1.0001.000., 4 Door South 6.7 5.0 / 10.0 = 0'.000 1.000 1.000 5 Window. South 6.7 5.0 / 10.0 0.000 1.,00.0. 1.000, ; 6 Window South 2:5 5.0 / :2.8 = 1.700 0.380 0.3,50, 18 ,Window, East 6:.0 4.0 / 6.5 =., 0.615 0.855 0,,708,. 19 Door East 8.0 .5.A / 8.5 _ 0.588 0.863 0 720; D MICROPAS4 v4.51 File -99166S Wth-CTZ11S92 Program -FORM'P-2R User#-MP1333 User-Energy'.'Calculation Servi`c Run -3003 - SP. Res. Submittal OVERHANG INTERPOLATION f a, <� Value.-,w,ry :Value? ;Value _ Low for _Low Actual High Low 'for Low .*for High Description Case Fac Factor Value "Fac.- Fac "Factor Factor 'OHFac' . F - 3 Window, Open 0.00 + [ (.0.'. 00 - .0. 00.0) x (0-00 : 0 . 0 b / (0.00. 0.00) ] 1.000 . 3 Window. Closed 0.'00 + [ (0.00 -: 0.000)x(0. 00 2 0,.00)/(0. -00 - 0.00) ], . 1.000 4 .Door Open 0...00 + [ (0. 00 0.000)x(0:00 0.00) / (0.00 0.00) ] 1.000 4 'Door Closed 0:00 +;[ (0.00 - 0.000)x(0;.00 0.00) / (0.00 -: 0:0.0),] 1.000 5 Window, Open 0.00 +[(0.00 - 0.000)x(0.00 - 0.00)'/(0.00 - 0.00)] 1..000 5 Window Closed 0.00 + [`(0. 00 " 0. 000) x(0'. 00 - 0.00)/(.0.00 -''0--r00) ] 1. 000- 6' Window, Open 0.38 +[(1.70 - 1.700)x(0.44 - 0.38)./(1.:70: - 1.,50)]; _: 0.380 6 Window Closed 0.35 +[(1.70 _ 1 .700) x(0..36 - 0.35)/(1.10 - 1.50) ] 0:.35.0.., 18 Window Open 0.83"+[(0.70- 0.615)x(0.89 -.'0.83')/(0.70 - 0.50)] .0.855 18 Window Closed 0.67 +[(0.70 0.615)x(0.:76 0.67)/(0.70 0.50)] 0.708 .19 Door Open 0.83 +[.(0..70 - 0.588)x(0.8.9 - ,0.83.) / (0.70 -: 0.50) ] 0 86.3., 19 -Door Closed 0.6.7 .+[ (0.70 - 0.588)x(0,.76 _ 0.67) / (0.70 = 0.50) ] 0.'-72`0 SHADING COEFFICIENTS Orient-, Framing SCInt SCExt Description a�tion Type FDF SCGlass Shade Shade SCOpen SCClosed 1 Window South VinylDiv 0.740 0.880` 0.780 0.870 0.630 0.542' 2 Window South VinylDiv 0.740 0.880,' 0.180 0.870 0.630 0,.542 3 Window South Vinyl 0.800 0.880 0.780 0.870 0.681. 0.586- 4 Door South G1z<50% 0.5.00 0.880',0.780 0.870. 0.426- 0'.366' 5 Window South' Vinyl 0. 800.,0.880:" 0.780 0.870 0.681 0.586 = 6 Window South VinylD-iV 0..740 0.880 0.780 0.870. 0.630 0,.542 7 Window South VinylDiv. 0.740. 0-.880, 0.780 0.870' 0.630 0.542 8 Window. South VinylDiv 0.740 0.880' 0.780 0.870 0.630 0.542 9 Window, South. VinylDiv -0.:740 0.880 0.780 0.870. 0.630 0.542 10 Window West Vinyl 0.800 0.880 0.780 0.870 0,681, 0.586 11 Window 'West -Vinyl. 0.800 0.880 0.780 0.870 0.681 0 58.6 12 Window .North Vinyl 0.800 0.880 0.780 0.870 0.681 "0.586,- 13 Window North Vinyl 0.800 0.880 0 . ,780 0.870, 'O,.681 0.'586,, 14 Window North: Vinyl 0.800 0.880 0.780 0.870. 0.681 0.586 15 Window North Vinyl: .0.800. 0.880 -0.780 0.$70._ 0.681 0.586 1.6 Window North, Vinyl 0.800.,.0.880 0.780.0 870 .0.681 0'.586 .17 Window North'' Vinyl 0.800 0.880 0.780 0.870. 0.681. ;0,..586 18 Window East Vinyl 0.800 0.880` 0.780 0.870 0.6811 0.586 .19 Door East Wood. 0.760 0.880= 0.780 0.870 0.647 0.556 20;Window North Vinyl 0.800 0.880 0.780.0.870 0.68--i 0.586 . 21 -Door North Glz<50% 0.500 0.880 0.7.80 0.870 0.426 0.3'66 22 Window North, Vinyl 0.800 0.880 0.780' 0.870 0 6,8 ,1 01.c,5 8 6 23 Window. North, Vinyl' 0.800. 0.8.80 0.780 0,.870 0'"681 ' 0'586 24 Window ,East' . Vinyl. 0.800 .0.880 -0.780 0.870 �,� 0 6:8`10`' 0,.586 1. 25 Window:" t East ` VinylDiv' -0.740' 0.880 0'.780 0 . 87Z0� 0''.63`00`%542 . 26 Window " ,East "',VinylDiv A'; 740 0 . 8,80-, 0 . 780 0 . 870 0' 630 0+542 27 Skylight SkyTight,Meta1 0.,900 0.880 1.000 1.4000�� 0: 92 0:792 28 Skylight °Skylight Metal 0 _900 0.880 r 1.000 ,1>',000 7'92 0.,792: t 'POINT SYSTEM Page 6 P -2R Pro.j,ect ,.Title.:....:....... , . The...ZAhrens &__Lee Res Date .. 06/30/99 -, MICROPAS4 x4,.51 File -991668 Wth-CTZl1S92 Program -FORM P -2R,; User4-MP1333 User Energy Calculation Servic- Run=.3,003 SF.Res .Submittal SHADING COEFFICIENTS -WITH -OVERHANGS', _ Orient AHF,ac SCOpen_:- OHFac.• _ _ . SCCloseds Description ation Open,,SCOpen `w/,OH= Closed SCCTosed w/ OH 2 Window 0. 1 Window` South 1.000.,x 0.630 - 630 1.000 x 0.542. 0.-542 -South ':•1"000- '�x 0..630 0.630- 1'.000 :' x, 0.542 0.542 3 Window:_. South ,1.00.0 -x :0:681- _ 0.6:8'1 L.000 x 0.586 '.,0-., 5b6 4 Door. _ South. 1.000 x.:0..426, = 0.426 1. -000. x. 6.366 = 0.366 5�-Window. South- 1.00:0, :x 0.681 = 0'.681 1.000 x 0.586 = 0.586" 6" Window,. South 0.1380 x 0..630 =,0.239 0.350: x 0.542- 0'..190 7 -Window South .1.000 x 0.630' = 0.630, 1.000 x 0.542 _ = 0.542 Q'Window South 1:000 x'0.630 = 0.. 6430 1.000" x 0.542 = 0.54' 2 ' 'Win l0 Windowdow. South, 1.000 . ,x 0.630 = 0.630 1,._000. x 0.. 542 0: 542 9 t' 1.000 x 0.681 0.681 1•.000 x 0.586, .0.586, 11 .Window:' `:: :,West ",4 1.:000 x..0.'681` 0`.68T : 1.000 x 0. 586 0.586 13 Window North 1 0.00 x. 0.681 .0.681 , 1,. 00.0 ...x .0.586.10:586• 12 Window ,North 1 . Q00 'x -0.681 = ' 0.681 ` " la 000 ,: x 0.586 0.586 14 `Window:.. ;,:'-North 1.000 x• •0.681 = 0.-681 1.000 x 0':586 - 0,.58'6 15 Window North -l.,000 x, 0.681 =. 0..681 1'.000 x 0,586 _ 0:..586 , 1;6•°'Wind6w• :' - North 1., boQ' ' x'0.681 = '0.681 1.000' x 0.586 = 0.586 •,17 Window " North 1.000. x 0.681 = 0.681 • ', 1".000 x 0.586' 0,:586 18 Window, East 0..855 x 0.681 = 0.583 0.708 x. 0.586 0.-415 19 Door . `East 0.863 x 0.647 = 0.559 0.720 x' 0.556 0 .401':'. 20 -Window North. -1.000 x 0.681 = 0.681: 1.000. x.: 0:586 0 ,586> .. -2 ' 1- Door '- North 1.0.00 x 0.426 = 0.426 1.000 x 0.366 •0-.366 22'Window North 1.000- Ix 0.681 = 0.681 1.000 x 0.586. _ 0,'.586', 23. Window North 1.000 x-0.681 = 0.681 1.000 x-`0.'586" 0.58.6 24 Window, East 1.000 x'0.681 0.681 1.000, x. 0.586 = 0.58.6 25' -Window East '-1.000 x 0.630 = 0.630 1.'000' x 0.542 0:542 26 Window East 1 . 0-00 _x,.0. 630 = 0-.•630 1-.,000 x. .6-542'. 0�. 542,:' 27 Skylight` Skylight 1.000 x-'.0.792 0..792: 1.000 x 0..792 = -0.792 28 'Skylight °.. Skylight :,,1.,000 x -0.792. 0;: 792: 1.000 x 0 . 792 - 0.792 AVERAGE SHADING COEFFICIENTS AND EFFECTIVENESS FOR: NORTH.' SCClosed SCOpen Shade SCOpen Shade Eff DeScriptlon w/ ''OH w/ •OH" Eff Ratio Area x •Area . " x, Area 12 Window. 0.586 / 0.681 •,0.860 .24'. 060. 16..347' 20.635. 113 Window'' 0.586 / 0'.681 0.860 4:500 3.065 3.869 14 .Window', 0.586 % 0.681' 0:860 17.500 • 11.920 `. :;' T5.0.46 15 Window 0.586` / 0.681 0.860 48.;000 32.694 41.269 16, Window 0.586 / 0.681. 0.86`0 17.500., 11.920 15'.046' 17 ,Window 0.586. / 0•. 68.1 0 :860 36 , 000.., 24,.5-20, s 30 .,952j . 20'. -Window 0.586 / 0-.681 0.860 96.:000, 65:388 82.538 21: Door 0.366- 'O..f426 0.860' . , .. '17.,000 7.:237 14.,G16 -22 Window 0 586 / 0681 0.860 6,,000,,; 4....087 5.159 23 Window 0.586 /__ 0:`681 ,= 0:860 30..000 - 20.434 , 25.793 29 6.50,0 197®.601 25A..92 Average' SC Shade. Open �� 197-.61�0�`/ 2�9;6�5 : 066 6 er 100 X Ar. a Ave Areae! - f 4b`4•. ; SCOpen. SCOpen POINT .- Page 7 F ;P_2R >roject .Title... .The__Ahrens -&- Lee Res..! Date MICROPAS4,v4 51,. File -99166S. Wth-CTZ11S92'. Program -FORM %P.7 2R User# 'MP1333.. User -Energy .CalcuIa:ti.on 'Servic Run-3003".SF Res: = Submittal Average shade ­-Eff Ratio;, 254.923 /; 296:500 0::860 'Shade Eff. Area Ave ,. x -Area - Shade Eff Percent Fenestration .. 296.500 x . 160.0'" / 30'03-. 000 9 87.3 a - r ea A:Multiplier Floor Area Perceht�'` AVERAGE SHADING..COEFFICIENTS.AND EFFECTIVENESS FOR EAST,, -SCCl6sed SCOpen Shade SCOpen Shade'Eff. Description w/ OH w/.` OH Eff Ratio, . r' Area _x Area. x.'Area. , 18 :Window 0.415 /,e 0.:583 0.712. 15.000 8:739- ' .10:,,67.6 19 ,Door 0 .401 " / 0.559 0 .717 20 .'000' 11 . 175' '"14'. 344 _24' -Window 0-.586 / .0. 681 = 0.860 _30.000, 20.434 2.5.793. 25,'..:Window ° . 0:542' %"::..0.630"= 0.:860 3, 12.'000 .: 7.560' 10:.317 :26,;Window 0.,542 /'' 0.630 0.8,60 .12.000 .7.560 10.317 . 89.000 55:469 7`i.447 Average SC'Shade Open,- 55 469 ./ 89'.'000 •0.623 SCOpen Area, Ave x.Area SCOpen.. Average Shade Effectiveness Ratio,,, 71.4.47 / - 89. 000 = -0..803.. ". Shade Eff Area' x Area Shade Eff. Percent Fenestration 89.000 x� 100.0 /. 3003.000 = 2 964 Area Multiplier :Floor Area Percent AVERAGE'SHADING COEFFICIENTS,AND EFFECTIVENESS'FOR SOUTH SCClosed SCOpen Shade SCOpen Shade Eff Description w./ OH w/ .OH Eff Ratio Area x. Area, x Area 1 Window, 0.54 / 0.630 0.860 12.000 7.560' 1'0 317. 2' Window 0.542-, / 0:630 = 0.860 36:000' 22.681.: 30:952 3, Window 0.586 / 0.681 = 0.860 6.700 4.564 5'.760 4. Door 0.366 / 0.426 = 0.860 20.000 8:514,' 17.,195 5 Window. 0.586, / 0.681- 0.860 6•.700, 4.564 5.760 I. 6 Window 0.190 / 0.239 = 0.792. 12.500 •2.993_• 9,&899,-.;`. 7` Window 0.542 / 0.630 = 0.860 45..000 28.352 2. 3."8'.690 8 Window 0.542 / 0.630 = 0.860 10.000 6:300. 8.598 9 Window, 0.542 / 0.630 = 0.-860 . 10.00.0_ 6.300 8:598. 158.900. 9.1.828 135`.769 w Average. SC Shade Open. 91.8728 /. 158 900 AreAve,, `- . 0 57.8 SCOpen - `�a. Av x Area SCOpen AV Average Shade Effectiveness Ratio; 135.769 /158.900 0.854; f r Shade Eff ��` Ane Ave r Shade .Eff' x Area oV , POINT.'.SYSTEM Prn�arrt 'Tii- la Tl,,, . h}hran6 f T.oc 1?cCA nc,/gin /do MICROPAS4-v4'.51 File' -99166S Wth-CTZ11S92,'.,Pr6gram=FORM P -2R User#=MP1333 ".User. -Energy, Cal,culation: Servic,, Ruri-30:03 .SF.. Re's - Submittal, �­BUILDING"'ZONE INFORMATION Floor *,sof rt° Vent Special T Area' Volume, ''Dwell_Cond- Thermostat' 'Height Ven 11. „ Zone )Type (sf)- (cf) Units it,ioned;'T,YPe (ft) ' '.(sf,) � HOUSE Residence` 3003• 29567, 1.. 0'0 ..Yes , • Setback: 2:-0 - OPAQUE.. SURFACES ' Area: U Insul Act Solar Form 3 Location/:I Surface (sf) value _R val .`Azm Tilt Gains Reference Comments,,_,`, HOUSE -` l Wall 347 0.088 13 22`5 6o' -Ye' s None PLAN FRONT 2 Wall 146 0.088: 225 90 Yes None KNEE WALL 13 3;..Wa'l1 262 0.088 13. 225' 90 No None TO GARAGE 4 Door 17 0'.330 0 225 9 0• No None- TO 'GARAGE 5. Wall 361 ,0.088 13 315 90 Yes None LEFT 6: Wall '. 141 0:088 13 315 90 No None, TO°GARAGE F 7.Wall 123. 0.088 13 315 90 Yes, None KNEE, WALL 8.Wall "A06-„0.088•.13 45 90 Yes None BACK r 9' Wall 28 -0.088 13 90 90 Yes None BACK -RIGHT '.1.0 'Wall 455'.- 0.088 13 ,. 135 90 Yes' None' RIGHT 11• Wall 115; 0:088 13 13°5 90:' Yes;, 'None KNEE WALL ' 12 Roof.. 2354 0.025.38 n/a '0 Yes' None TO .ATTIC ' 19,...Yes None: ... 13"' Roof 6 6 5 .:- 0:02 5 •` 3 8. ; 2 2;5 VAULTED PERI'METER 'LOSSES Length Factbr ,•.Rnval Gains Location Surface (ft') /Comm6ht s1 HOUSE '14 SlabEdge 900 �8 0: R'-0 No' TO --EXTERIOR 15 SlabEdge 136 0.720 R-0 No TO. 'EXTERIOR - 16 ;',Sla-bEdge' XTERIOR'16;`S1abEdge'.. , 25 :0<:,550 R-0. No TO GARAGE T .'. 1? SlabEdge 20 -0.500 R-0 . No' .TO'GARAGE FENESTRATIbN•SURFACES # of Vent SC SC'P ,interior Area Pan- Frame Open U Act. Glass Int° Shading/'` ; Surface (sf.) es Type," Type, value Azm tit. ;.Shade. Description + HOUSE �E 1 Window 1'2 0 _: 2 ::'UinylDiv Slider :0::550 225 90 0:.88.,0'.78 DrapStd 2 Window, 36 y0 2 VinylDiv;' Sl`der 0.550 225: 90 0.88'0 . 78Drapes Std` 3 .Window. 6 ,7 2 Vinyl �. Fixed :x;•0.52'0 225. 90 ,0.88,`0.78 Drapers��`Std 4 Door 2:0 0 ' ' 2 'G1'z<50 0 _, H riged 0.5'50'' 225 90 O': 8850 . 78 Drapes S•tad' 5 Window, •`6 7 2 Vinyl Fixed 0.520 225 90 0.8$ 0.�7�8,)Drapes'PSt�d. 6 'Wi'ndow” 12 5 2 :UiriylDiv Fixed :, 0.520 °:225 90 0 .,88 0,�,7�8 D napeX d., 7 Window. =45 0 2. VinylDiv_` 'S'l der `0 .;5b0 225 .90', 0,. 16 b . 78 Drape s'• S.td 8 Window- '1.0 0 , 2� 2 vinylDiV Sl�ider6 .0 5:50 225. -90 , 88. 01-R,,&�D�rapes. Std> 9 Window -'1.0 0', 2� VinylDiv Slider"`0 5'5'0 2;25 9.0' 0::,88 0 78` Drap,es'. Std E ENESTRATION SURFACES ... # __of, , ; �. Vent _ ."S.C. SC lfnt6rior Area Pan =Frame Open U- Act Glass Int Shading/ Surface- .('sf) es Type' ,Type' valuei: Azm Tlt Only' Shade'Description 10 Window 1:6:0 2 •:Vinyl Slider '0.550,F 315 90 -0.88 0 78 Drapes._Std 11 Window '24 0 '.2'-_ Vinyl .-Slider 0 55,01,315, 9,0 01 . 88� 0..78 Drapes . Std .: 12 W ndbw-;,'q 24 0 '2 •. •.Vinyl ' Slider:0.550=.:•45. 90 0.88 0.78 Drapes -Std, 1-3 Window -;4 ..5 , ;2 Vinyl• Slider 0.550 45, _ 90 0.'88'0.78 Drapes . Std' ' .14 -"'.Window 17.5. .2�f :Vinyl Slider 0.550° 45 90 0.88.' 0.78 Drapes. Std 1'5'Window.:, 48.0 2 Vinyl Slider 0.550. 45 90 0.88-0.78 Drapes.Std 156 Window' , , 1Z_.:5 2 - ....Vinyl Slider 0.550: 45 90 0.88. 0.78 Drapes Std .'17 Window 36.0 2 Vinyl Slider 0.550 45 90 0.88 0.78 Drapes.'Std, i8 Window' 15:0 2 Vinyl Slider 0,.550 90 90 0.88 0.78 Drapes,. -Std 19 Door 20.0 2 Wood Hinged 0.550' 90 90 0.88'0.78 Drape's. -Std 20. -Window 96.0 2 Vinyl Slider ,.0.550, 45 90 0_.88 0.78 Drapes . Std 21 Door' '17. 0 2 dlz<50o Hinged 0.550 45 90 0.88 0.78 Drapes.Std: 22.Vlindow 6.0 2 Vinyl Slider 0.550 45 90 0.88 0'.7.8 Drapes.Std' 23 Window 30.0 2 Vinyl '.Slider 0.550` 45 90 0.88 0.78 Drapes.Std 2.4 Window 30.0 2 Vinyl Slider.0:5501135 90,'0:.88 0.78,Drapes.Std' :25 Window 12.0 2 VinylDiv Slider0.550`'135 90 0.88 0.78 Drapes.Std. 26 Window 12.0 2„ VinylDiv Sli.der.0.550„135 90-0.88 0.78 Drapes.Std- 2.7 `Skylight '16. 0 2 Metal.-.-.-' °Fixed0.8001" 45 •19 '0. 88 1,.' 00 .None '.28.Skylight 6.`0 2 Metal Fixed 0.800 225 0 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left •'Fin Right Fin-' .Area . -Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext, Ext Dpth Hght Ext_ Dpth.Hght, HOUSE 3 Window., . r6 _71, 6.67 n/a 5 3.33 n/a: , ii/a n/a n/a n/a . n/a n/a n/a 4 Door 20.0 6.67. n/a 5 3.33 n/a n/a n/a n/a n/a n/a' n/,a- 5::Window•,;- "6::7 6.67 n/a -5. 3.33 n/.a• n/a n/a n/a, n/a,.,'-,n/a* n/a'.-•n/a. 6 Window "12.5 2.5 n/a 5. 33 n/a n/a, n/a n/a n/a n/a n/a n/a' 18 :Window 15.0• .6 n/a 4 , :r5 n/a n/a n/a n/a- .ten/a n/,in/a `n/a- 19 Door 20.0 8 n/a- 5`. :5 n/a .n/a n/a n/a n/a ~n/a n/a n/a.-: r THERMAL MASS .' Area Thick,' Heat Conduct.- Surface Mass Type, (sf) (in)_ -Cap ivit,y, R -value Location/Comments ,HOUSE 1 SlabOnGrade. 784 4 0 28.0 0.98 R-0.0 KIT./ENTRY/BATH/NOOK/DIN" .' 2 SlabOnGrade. '2219 4.0 28.0 0.98 R-2.0 TYPICAL � 3 InteriorVert 243' .' 1:0, : 24:.0 0.-67 R-0.0 SHOWER/TUB ENC IdURE 4 InteriorHorz 5.5 1.0' 24.0 0.67 R-0.0 COUNTERTOPS . 41 4 Proj`ect Address..:.. .-:.,-806 WestgateCourt Chico'.l *v4:51* Documentation,Author ..`Marty,Runnells Energy Calculat=ion Services - 'r 190R7N _Mangrove Avenue,"."'SU -ite. D Chico; .- CA ` 95926 r' 9169=894-8466=w Climate Zone...........r.11 ompliance _Me'tt od.-.-- -.-.-MICROPAS.4. v4. 51 for 1995-. Standards -by Enercomp; ._Inc.. MICROPAS4 v4-..51 ;; File _99166S . - Wth-CTZ11S921 Program; -HVAC SIZING=-. 'User#.-MP1333_ User -Energy- Cal culation-Servic. Run73.003 SF.Res.-..Submittal, GENERAL INFORMATION Floor, Area..:..... ......... 3003 sf-. Volume;. 29567 .cf Front `.Orientation., .......' Front: Facing' 225: deg Sizing Location... .. .... CHICO EXP STA - Latitude ..... ... TA`Latitude........ .....39.7 degrees Winter Outside Design.......,27 F Winter Inside Design........-... 10 F SummerOutside Design.. 102'F Summer Inside Design....... 78 F Summer Range. ... ....... 37 F ',Interior Shading.Used...: 'Yes •. s Exterior Shading Used.... Yes Overhang Shading Used. Yes Latent' Load' Fraction. 0-.20:. HEATING AND. COOLING LOAD ;SUMMARY . Heating ".Cooling Description (Btuh)(Btuh) " Opaque Conduction and Solar...... 20749- 7755 Glazing Conduction. . .. 14544 8118 Glazing 'Solar..n/a 19'260 Infiltration ......:.... 18697 6144 ,Interna`l -Gain., n/a. 21001. Ducts .. .. 5399, 4338` ens ible Load _ 5:9389. 4771:4 Latent Load. n/a: 9,543 - 'r Minimum Total Load` 59389•. 57257 ` .Note,:, The-1loads shown are only.one,of the :criteria, affecting' they selection,•- ofHVAC ' equipment. Other relevant- design factors such as - air flow ;.requ'rement6, outdoor, design temperatures,.coil.siz ng; availability of , equipment, oversizing 'i a'fety margin, etc. , must''also be••considered. It' is ` the HVAC designer's- responsibility.to consider all .factors when selecting the 'HVAC,,equ'iP,ment'h '..'. r - �$ '� is • ' h `r 8/19/1999 T TO WHOM I -T MAS, CONCERN :HAVE REVIEWED. TR,USS'SUBMITTAL, AND ALL LOADING` CRITERIA- HAVE= BEEN 'MET: ra S INCE4RELY '_ � ` - �.� � ��` rigid -;�`• '" ,. - '' . i _ • .. � � .. �c Ila, -� .. � .� ' i96WktISR€RING-PIME�=EOHAS$ET, GA -,95973. PHONE fr_ FAX: 530-343-2518, y '8/23%99 ;. t _ t: MARTHA ,WHITNEY BUTTE' COUNTY.:BLDNG DEPT • OROVI LLE ' CA''. PARCEL . #. 042 ' 6.50=011 . BUILDING- PERMIT# IN RESPONSE 70 YOUR PLAN .CHECK LETTER, DATED9/,_-3/1.999, "J _•. ' CORRECT.IONS:,- OR,REV•I S IONS HAVE BEEN `MADE. THE -F, ,LOWING `ITEMS: . 'CORRESPOND sT OL^fTHE 'NUMBERED''ITEMS'-LISTED ON YOUR LETTER SEE-- NOTE IN 'GP,RP,GE. ON:',FLUOR PLAN— (PG 1) �3�: FULL BEAR-ING'POST''. SHOWN"ON FLOOR `PLAN ;('PG. ' 1) . HOLDDOWNS_-�ARE-_SHO�nIN OI�I,-FND�N. PLAN: -AS -.-REQUESTED-.. .. . LETTER.FROM ENGINEER.IS.INCLUDED WITH .THIS.-.SUBM.ITTAL. :ENGINEER -HAS •ALSO--S-TAM-RED &- SIGNED- THE ,TRUSS' CALCS BELNG. ' SUBMITTED. CA -FOR DRAG -TRUSS ARE INCLUDED. :- LETTER,. -FROM :DESIGNER .I'S -'-:INCLUDED WITH. -THIS --SUBMITTAL.. HAS.. ADDRESSED --THIS, POINT' IN HIS SUBMITTAL . ,��yENGINEER $EE "TRUSS -: CAL C -SUBMITTAL " : -TRUSS NT16 -IS DESIGNED TO' CARRY MECHANICAL LOAD ) .PILI;.: I=NFO_.--FROM;CAL 9__HAS--BEEN-.TRANSFERRED `.TO PLANS. AND REQUIREMENTS; ;FOR:.,INTR ..';FTNGS AND: GARAGE; BRACING REQUIREMENTS HAVE BEEF --CORRECTED . ENGINEER: `HAS`':. RESPONDED` TO ,.CNTY:: :ENGINEER.': S:.LET,TER:-DATED 2. ;. 8/13%.99 :`HISi'RESP,ONSE:- IS INCLUDED. IN ''THIS RESUBMI.T.TED , PLEASE -CONTACT ME -`AT; THE PHONE- *'LIST ED- ABOVE - IF YOU HAVE ANY QUESTIONS REGARDING THESE. PLANS."THE PHONE #••FOR'WTLSON';HIBBS, THE--E-NG,,-INE-ER:FOR.,:THIS-'PROJECT-IS�: (530) '84.6-5473. INCERELY, �. I CE LE -9'- y � J• � 7•r 1,•- yob y ' 1 , utte `Count fes... LAND - OF NATURAL WEALTH AND BEAUTY 196 peen" 'nes . Colasset, CA U� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _ > 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Structural Plan Check TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Section A/3 is shown opposite direction indicated on Sheet 1, trusses are shown as being three Xn bearing, while manufacturer shows only two. Please clarify. avity Analysis. 4 x 12 header at great room (sliding french ?) accepts loads from trusses significantly higher than those used in calculations. Please review. Check footings. 3) Lateral Analysis General comments: a) Indicate nail type used to achieve design shear values in your table on plans. b) Consider diaphragms, diaphragm forces, and load paths, roof to foundation. Show on plans . Specific comments: A�arwall 2 sill plate should be 3x framing per UBC. all 2, load path roof to foundation. Where is drag,truss, and where is man;facturer's calculations supporting drag strut forces? HGA10 will not fit on a 2x4 wall as shown on your detail. A, ) Line 3 - overturning and anchorage to plates. /`' ' e 4 -Diaphragm considerations. Garage - I don't believe that the garage can be separated from the house. Yours, Michael Mooney My license expires 9-30-01 �j - . LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES August 17, 1999 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Gary. Lee 196 Whrispering Pines Cohasset, Ca. 95926 Parcel Number 042-650-011 Building Permit Number: 99-1463 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information.. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" .stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. ENCLOSED IS YOUR PLAN CHECK LETTER REGARDING THE STRUCTURAL CALCS. PLEASE HAVE YOUR ENGINEER ADDRESS THE ITEMS ON THE LIST. yl�­R.C. channel will need to be provided in the garage on the ceiling for fire -separation: /31 -Provide construction detail of front porch. Show full bearing under beams. .4"-Holddowns are to be shown on the foundation plan. You may leave them on the roof pland but they must also be shown and identified on the foundation plan. Provide letter from engineer that he has reviewed and approved trusses per his lateral design. I have not found'the "drag truss". Please provide. -6''Building designer is to provide a letter that she has reviewed all truss spans and that they coordinate with the plans as submitted. Engineer is to check all truss reations over 5000 pounds and design foundation accordingly. 1 Size affected trusses for mechanical loads. 9. Requirements from,the calcs have not all been transfeered to the plans correctly. Recheck requirements for interior footing and garage bracing requirements_ Plan check will resume upon receipt of all of the above items. Additional items may be required when plan check is resumed. w If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P -M., Monday through Fridays. Sincerely, 2 August 3, 1999, Gary.Lee 196 Whrispering Pines Cohasset, Ca. 95926 N LAND OF N.ATU.RAL WEALTH:. AND BEAUTY: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541. FAX: (530) 538-2140 Parcel Number 042-650-011 Building Permit Number: 99-1463 The above referenced building plans were reviewed by this office.' Please. respond in writing to each :comment by creating. a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date 'on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plans are in line up for structural review. Our engineer will contact you regarding this review. 2. R.C., channel will need to be provided in the garage on the ceiling for fire -separation. 3. Provide construction detail of front.porch. Show full bearing under beams. 4. Holddowns are to be shown on the foundation plan. You may leave.them on the roof pland but they must also be shown and identified on.the foundation plan. 5. Provide letter from engineer that he has reviewed and approved trusses per his lateral design. I have not found the "drag'truss". Please provide. 6. Building designer is to provide a letter that she has reviewed all, truss spans and that they' coordinate with the plans as submitted. 7. Engineer is to check all truss reations over 5000 pounds and design foundation accordingly. 8..Si2e affected trusses for mechanical loads. YA 1 ... .. } ' I- RESIDEi L .PLAN° CH`ECKIIr GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER. ' . L— BUILD INGPERNUTNUMBF—K . 7.t . PLAN CHECKER: 1 L I � �� �A. P. NUMBER GENERAL: Zoning requirements: (side yards and number'of permitted living units). f - Valuation. ' ;Plans signed by designer. J,_ ' Pro'.erdescription of work on application. Existing violations onproperty. Items on data sheet, (Impact Fees; Environmental Health, Developer Fees, eta) ' Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions s Setbacks, side yards, easemen etc r - Other buildings or structures. Grading, fills and/or drainage: Flood hazard. .. _ . ;. Special conditions on creation map (Noise, SA.A., Fire SLridkleis, Water Tender; Trees, F:A.U. & F.A.S. road setback. Building,or utilities across lot lines (Record form). FLOOR'PLAN: XComplete to scale plan with dimensions.. Required windows for light and'ventilation (Section 1203).. Req Section 310.4 ( ).. ' Required windows for second exit . fawn ` O Skyli6p:(Section 2409 & 2603..7). r, . Glazing in Hazardous Locations -.(Section 2406). x. S -i y vt-4-u4l ' Re uired room sizes,ceiling height!4 Secti6n`3 l0.6) /T G.F.0 I. in baths,,garage; kitchen -wet bar and exterior'outlets'(N.E.C. 210). Lights,,swiiches, receptacles, aril exterior receptacles,for maintenance of mechanical equipment Location of water heaters, heating and cooling equipment, other electrical or. gas.egwpoent. 1 Garage ;firewall; door size and closer (Section 302.4). 7 1,1. Minimum of one 3'0" exterior door (Section 1004.6). ' Fireplawood wd stove location, alcoves and clearance. 5-3--_' r_ , , Smoke detectors (Section'31Q.9.1). t.. J" Plumbing fixtures; water closet clearances and.shower STRUCTURAL DETAILS! Conventional Construction =Unusually Shaped Butldinitssl�ection"" 2326 5 4). 2 r . 'Standard bracing or engineered desigm�Section 2326.11.3). 3 Clerestory yrequiring. balloon framing and/or engineering. 4:.. Three story building' requiring engineered calculations.and plans t t l9'1�1� 5. :Toundation plan complete enough to construct building. 6. Floor,construction details complete enough to construct building 7 Elevations. and wall construction details complete enough to construct building.. , l . Roof construction details complete enough to construct building. Rafter'ties orbearing ridge beam: �`/ou l de. � I- I'd ; Fitepiace conswctioii'details. and calc if necessary: -11. Garage door and/or porch header sizes. Stud heights -,Ad6"ii­eoils special foundation design;' 14. Retauung walls requuzng design.. V �il �/`� U 15. , Special Inspection requirements. 16. ' Header size. June 1997. 1'-.0.�/� • 'fC�V � .' ' _ , ... _ ,- 1r ���. U CELLANEOUS IMMS O L s 7UT FOR: 1. Stairway details`. landings, and run, head clearance, handrails�(Section 2. Guardrail details (Section 509). 3. Brick or stone veneen(Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 150 1). " 61: Roof covering type -,_(fire hazard). 7. Foam insulation -;protection. 8. 36" halls and stairways. _ - 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,10. Two exits on three - story dwellings (Section 1003)..-- 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). �w 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements: 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/Elevation Certificate -' SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers pR'\ CT PROCESSING 'r%ORD H _ APPLICANT t . .OWNER: , n PERMIT #: A. P. #: WORS.DESCRIPTION: — D DESCRIPTION �QFSTEP ' lI✓'�L - �� -� I����7_!/ Lam{/✓001 / / • %��� Y 77 , a-IECK SPECIAL CONDITIONS WMCFf APPLY TO PARCELy ALL PELS TOB . P �D TO THE BUILDING DMcinN t�N _ ISS OTH .RMS . NOT _n, —1. Submit a plan of the existing on-site mature trees, .located in the proposed fix building and driveway area prior to grading ar ;1 vegetation removal..Nanimize the removal of mature trees, where possible. A mature tree shall be defined as a Um with a trunk. measuring 4 inches in diameter, 4' feet from ground level. Mature trees removed shall be replaced by planting replacement treei of equal number and not less than _ gallon. size, , f _2. Prior to the commencement of grading and/or constructionactivity. all individual or groups of oak trees which are tp be retained as part of the project shall be fully protected through the use of root protection zones (RPZ). During eonsmxxim RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance 8 om the trunk to do dripline. Within this protective buffer, no grading, trenching, fill. or vegetation alteration of any kind shall be allovm&- JM RPZs shall -be maintained after'the completion of construction in order to continue to protect the oak trees, but the fimcing shalt be removed. , _3. Fencing for areas other than residential areas shall be limitod to a maximum of 5 wire strands. Mw 10wer Viud shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of , =, MO. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitlements, must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Amory Corps 404 permit or exemption certificate. - _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of 5200 to Battalion Number of the Butte County Fire.Department. . —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes„ NFPA Standard,131), unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t: Game at 916-355-7010. . _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation' Fee Agreemca Payment to be made to dors Planning Division. _ _ 11. Provide information showing that proposed construction will'mitigate exterior sound levels to a 45 dB interior level. —12. K.,BLDCC H-4 FR..M 7 QROFESS i SALor C-O W�. { . H BBS' ULJ tfllNu� l' rn civ 6 VL 'so 19LF 77, C' X I wit of? 0 ri �iNo Ifz�3r�GovLs��f, E C G J Z1414 7 xi f �uc/ a c:.A;�u� J f 1 i f •, � ' I � j � � i � � pop/ ' ' 1 IY � ' / � I Y •'• I 1 1� 'I I I I � � S// ,- o F . O's 9 so rc �. , 103 1 120F :2-. 2 Of E 3 C.- c),� t jr 6-94x . _ /2 / 046) W. HIBBS': l( ° ° >. CIVIL -of'cwFo���a 103-7 4k� . C ,. U fps ,d, F �417�s �G CoNcro IL/ 64 a ® - vP,1- r -r 6�. r`1�J x�i --Asa xi 7(z107- 61, All . 6 PIS. L� '/J' � MI. -...vr] HBBS ; T No. _. OW4- Z;?0 if • cl ,.• flgff Of•CAIIF���\� � uL� Jl/I*-tom HGlvO ' lGoo Cw r -O o C c- 0.4 a T. C O d o F pa,F 7-12 Ofr F I1/cr/ �b ci 6�6 1 Sea H BOS CIVIL CA I � i I i j i� I (REPAIR:LATILE-LEE/AHRENS 'TILE ROOF" T -26D PIGGY/STEP/DRAG TRUSS) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. THIS DRANING SHOWS REPAIRS REQUIRED FOR BROKEN WEB NOTE: SEE DRAWING CAUSR427 99270061 FOR LUMBER, PLATES, AND j,REPAIR PROCEDURE: N - REMOHE EXISTING LOADS AND/OR PROVIDE TEMPORARY SUPPORT TRUSS. ADD SCAB AS DETAILED I(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. N (S) ADD 2X4 Standard OR BETTER SCAB TO BE ATTACHED TO ONE FACE WITH 8d (0.131-X2.50') NAILS AT 4' o.c. OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS; TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES.AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD ANO,MEET REQUIREMENTS OF 1994 UBC., SECTION 2311.3.3. ` ^ TRUSS BROKEN 2 MID LENGTH. (s 0-0 :8-0-0 z z I J ,. 1-0-0 Tilf�p� cI t I_ 16-0-0 _I_ 18-0-0 J- 14-6-0' 1 D�PA'R ---•--48-6-0 .Over,3 Supports R-3179/-2108 N-3.5', R-204 PLf W-10-0-0 Y. R-2034/-1189 W-3.5' Rh -971-108 RH-+/-656 PLF OVER 10-0-0 SHEAR WALL PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.125!/Ft., p p - p C'V Z p��—j���p --'-'- —WARNING•" TRUSS ES RE011RE EXTREME CAR IN FABRICATION, SAMPLING. SHIPPING. INSTALLING AND 'BRACING. 1EFEN TO .1 91 (NANKING 11STALLIN6 AND O1111G), PCBLISNED BY 7►1 [TRUSS PLATE ]RSTITIITE, 613 0? ."PAID DR.. 601 IT IGO. MADISON. MI 63TIf). FOR SAFETY ►AACIICES pilot TO FEUGANING THESE FUNCTIONS. UNLESS OTREAVISE INDICATED. TOP CNOID SMALL NAV[ PROPERLY ATTACHED STNUCTURAt PA1[LS. BUTTON CN010 SHAH NATE A PROPERLY ATTACHED IIGIO CEILING.* .-IMPORTANT— f01NISN A COPY Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIOF;Yu.0 PRODUCTS, 1/C. SNAIL SOT Of 1E5P0ISI$it ►OR ANY DEVIATION FION THIS DESIGN= ANY FAILOAE BUILD THE TRUSSES IN CONFORMANCE NITS TPI: 00.- FABRICATIIC. HANDLING. SHIPPING, INSTALLING,BRACING Of i1tlfS[f. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AOS (NATIONAL Dfs fPECIFICATIOB ►1111f1ED HT THE AN[NICA/ SUREST AND PADE0. ASSOCIATION) AMD TPI. ALPINE. Co1N[CTONS Au 1ADI OF EoaA ASI1 u67 fd10 GUT. STEEL. EICE►T AS NOTED. APPLY C0INECTDaf-TO [ACM FACE Of TRISS. AND UNLESS OTNEANISE LOCATED OM 1015 DESIGN. POSITION•CONNECTOIS ►E1 DRAWINGS 160 A•1. TN[ SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENIINEE1111 1Ef10RSIB1l1TT SOLELY FOR THE T1Nff COM►OMENi DESIGN $MOMN. THE SUITABILITY A10 OBE Of TNTS MCi1Qit10"ITh1PfS CTION SElAATICi Al BUILDING 11 INE RISFOI$..ILITI OF THE BUILDING DEf16NEl. SER N� pyrW � p ` - 8ALPINE in O5 2000 * * �A - � 'Y` TC �LL ..- 16.0 PSF TC DL .` 14.0 PSF BC � DL � 7.0 PSF BC-- LL 0.0 PSF TOT.LD. - 37.0 PSF REF R427-=.67920 DATE 09/27/99 DRW CAUSR427 00005013 CA -ENG AEB/GWH SEQN' -: 19829- D U R .FAC . 1.25 FROM E . D SPACING 24.00 _�.� OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS; TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES.AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD ANO,MEET REQUIREMENTS OF 1994 UBC., SECTION 2311.3.3. ` ^ TRUSS BROKEN 2 MID LENGTH. (s 0-0 :8-0-0 z z I J ,. 1-0-0 Tilf�p� cI t I_ 16-0-0 _I_ 18-0-0 J- 14-6-0' 1 D�PA'R ---•--48-6-0 .Over,3 Supports R-3179/-2108 N-3.5', R-204 PLf W-10-0-0 Y. R-2034/-1189 W-3.5' Rh -971-108 RH-+/-656 PLF OVER 10-0-0 SHEAR WALL PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.125!/Ft., p p - p C'V Z p��—j���p --'-'- —WARNING•" TRUSS ES RE011RE EXTREME CAR IN FABRICATION, SAMPLING. SHIPPING. INSTALLING AND 'BRACING. 1EFEN TO .1 91 (NANKING 11STALLIN6 AND O1111G), PCBLISNED BY 7►1 [TRUSS PLATE ]RSTITIITE, 613 0? ."PAID DR.. 601 IT IGO. MADISON. MI 63TIf). FOR SAFETY ►AACIICES pilot TO FEUGANING THESE FUNCTIONS. UNLESS OTREAVISE INDICATED. TOP CNOID SMALL NAV[ PROPERLY ATTACHED STNUCTURAt PA1[LS. BUTTON CN010 SHAH NATE A PROPERLY ATTACHED IIGIO CEILING.* .-IMPORTANT— f01NISN A COPY Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIOF;Yu.0 PRODUCTS, 1/C. SNAIL SOT Of 1E5P0ISI$it ►OR ANY DEVIATION FION THIS DESIGN= ANY FAILOAE BUILD THE TRUSSES IN CONFORMANCE NITS TPI: 00.- FABRICATIIC. HANDLING. SHIPPING, INSTALLING,BRACING Of i1tlfS[f. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AOS (NATIONAL Dfs fPECIFICATIOB ►1111f1ED HT THE AN[NICA/ SUREST AND PADE0. ASSOCIATION) AMD TPI. ALPINE. Co1N[CTONS Au 1ADI OF EoaA ASI1 u67 fd10 GUT. STEEL. EICE►T AS NOTED. APPLY C0INECTDaf-TO [ACM FACE Of TRISS. AND UNLESS OTNEANISE LOCATED OM 1015 DESIGN. POSITION•CONNECTOIS ►E1 DRAWINGS 160 A•1. TN[ SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENIINEE1111 1Ef10RSIB1l1TT SOLELY FOR THE T1Nff COM►OMENi DESIGN $MOMN. THE SUITABILITY A10 OBE Of TNTS MCi1Qit10"ITh1PfS CTION SElAATICi Al BUILDING 11 INE RISFOI$..ILITI OF THE BUILDING DEf16NEl. SER N� pyrW � p ` - 8ALPINE in O5 2000 * * �A - � 'Y` TC �LL ..- 16.0 PSF TC DL .` 14.0 PSF BC � DL � 7.0 PSF BC-- LL 0.0 PSF TOT.LD. - 37.0 PSF REF R427-=.67920 DATE 09/27/99 DRW CAUSR427 00005013 CA -ENG AEB/GWH SEQN' -: 19829- D U R .FAC . 1.25 FROM E . D SPACING 24.00 Lo1vGF�r.Low LuMBER Co. INC. ■ Quality Truss Design ■ Roof &Floor Systems G F I *)-A -1,71-11... (800) 678-01.12 N, (530) 893-0112 ® FAX (530) 893-0140A,, 89 Loren Avenue 0/j, Chico, CA 95928-7434 Customer: 3Y3- 5,18 Address:. 4,),rs, A - P#: 0Yz_6z_0/ Job No:. gz"je; ?/ q7 iiZ7-i-, i—M, Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle - Sacramento, CA 95828-2522 387-0116 Timber Products Ins, .P wc P.O. Box 20455 jtLLIM M16 - D E PAPP 4 EtA Portland, OR 97220 (503) 254-0204 p p T` 10'z�'Sct}3K „ G' sEi �� � .�ETSK - t----►i�' SET SK -- -------- -- ---•---3------------- z7 ss B K 5fT73K � N T ZZ Ni e�. GE x I �SCT�JC I T-4 - - — serrs►� .JCLTle'1 rim\TR�rJ�'li�n erv�.c ej�r rerro a bpr4 y; U = T�lhZ9 9 Z7 g� = KU52G 1 _Wj (110 OFIAII S;' UIIfiUACK (HAIL 111 LEDGER 12' D.C. ) (130,fEO AT 55' D.C. ) BRACE A35 LEDGER (NAIL 113(K) TO VERTICAL W/2-IOd IIA ILS) GAOL (K) SPACING FOR 113 = 56.0' O.C. REFER TO SIMON CATALOG C-9411-1 FOR PRODUCT A11ACIu1ENT SPECIFICATION (ATTACH A35 Ill FI DIREC11ON (PI) n tll) (G) (S) (N) fiMAXC (S11 (H) 2x4 F.L. DR M.F. 12 OR / DIPSIP.ONGBACK BRACE EDGER IIHS DWG PR(PARC0 1`11011 C0111411(It INPUT (1UA11S 6 UL11(IISHVIS) SIIIII1111111 Of IRUSS MIR. R"- HAIERIAL / 6 - IOd [111101 BLOCK (C)7 NAILS BUILODKER GAELE ENO 2X6 OIAGflNA( _ — ACE q BRACE 3-IOd t1A ILS 45 EACII END q 2X LEDGER y C011t10N1 1PUSSES STRMIGBACK BRACED AT 55' Q.C. (C) IX4 r.ONTIN9DIIS LATERAL BRACING FOR BRACE (STROHGOACK) MENDER LONGER TITAN 72'. ATTACH AT MIDPOINT OF EACII GRACE '4/2-Od CCONl"I NAILS, 24' MAX GABLE EtD 11 = lSl)\ (PI ) PEAK PLATE TO MATCH CIWfkI TRUSSES. NOTE: CIIDRDS 10 BE 2X4 FIR-LARCII 42 HDI. (SI) SPL ICE' PLATE 10 MATCH COMMON TRUSSES, NOTE: THIS DETAIL HAY BE USED FDR 011) IEEL PLATE 10 MATCH CDMNDI( 1RuSSES. TRUSSES WITH PITCHED B.C. ALSO. (0) OPTION 1D WEB FLArt NIG: IISE (3J-2' VIRE STAPLES (D.072 DIA./15 GA.) IOEHAILED 111RU CHORD 11110 WEB 6 IIAA WEB MID (100 Oil ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (111 ) MUST BE PLATED. (G) GABLE END DESK 1 BASED (111 75KPH WINO T 0-25 FT MEATI PLATE MAX. WEB LENGIII 1x3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUILODKER OUTLOOKER CRITERIA 3.5' MAX. 1'(P. IDICH a 24' O.C. 1.5' MAX!' I 12' MIN 24' MAX 2X4 F.L. LL110ER GRADES LOAD, EXPOSURE 0 A STANDARD 5 -II -0 I[Eir�lr. TC DL PLT TYP. have TPI -95 R Design II Leria: TPI-95(STD F O O ••YARNING•• TRUSSES REQUIRE [IIR(MC CAN[ IN fABRICAIION• HANOI IMO, SNI/PING, INSTALLING AND BNAC IYG. RIFE, IO I'll", ("1101110 'ISIAII IMO AND BRAC ENO), IUBIISY[11 BY IPI (IRUSS PLAIC 7-9-0 O 11 6 BETTER. 7-9-0 INSIIIUI(. SI) D'ONOF 10 D1., fUllC l00, MADISON, YI 0119)• FON SALIIY IRACIICCS IAIDA 10 fIAFORMING INES[ F11NC1IORS. DILESi 0111(AYIS( IMDICAI[0. 10► CHORD SNAIL NAI( PRGP(ALI ANIACNCO TS Q o _ ALP l N 1� Q O SIRUCIUAAI PANELS, BOIIOM CHORD SMALL AVENA PROP(ALY AIIACHCO RIGID CILEE Ia. ••IMIORTANI•• FURNISH A COPT OF IY15 O[SIGN 10 INC INSIAILAIIOI CONIRACIOR, ALPINE ENGINEERED IIODUCIf, INC, fMAll 101 N[ R[fIONf IBI[ FOA ANY D(YIAIIOR FROM [HIS DESIGN; ANY FAIIURC 10• NBIlO IMC :MUSSES IN CONS O,MANC[ YIIN II1: OR iABA 1CAI ENO, MANDl ENO, SNIff ENO, INS1All AVON OA �=— * owe 50.0 '� SEON :RAC ENO Of TRUSSES. :NIS D[StG■ CONFORMS YIIN A►/I ICA►10WESI0YS OF NOS (NATIONAL 0(SIGR DUR.FAC . 1.15 FR011 SPI111ICAIIDI 111111"10 ofIN[ AMERICAN FOR(SI ANO PAIEA ASSOCIATION) AND III. AIPINC SPACING T CON IORI ANC MAO( OF COCA Af IM A(f1 GR)f GALI. [SCIfI AS 101(0. APTLY CONI[C10II 10 I R U S S JACNIC %I(l. 11 A DANC(NGIN[(NCSI N01Y[HIS` [-� ' --J DAAYINGSC1)O,IIfOSANONI(ONA[ff SCAT BRAYING APPLIESC0 LI ION INDESIGN Of IM[ IRUSS O[IICIID HER( AND SHAH 101 B[ R(ll(0 U/UN IN ANY 0111(R MAY, OUTLOOKER CRITERIA 3.5' MAX. 1'(P. IDICH a 24' O.C. 1.5' MAX!' I 12' MIN 24' MAX 2X4 F.L. LL110ER GRADES MAX. LENGTH WITIICUT BRACING (N) MAX. , II X/ SIRD60ACK BRACE ( S ) STANDARD 5 -II -0 II -10-0 TC DL 15.0 IISF DATE 03/19/90 DC DL A I 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 TS 7-9-0 15-6-0 W 0 TC LL 30,0 PSF REF R992 TC DL 15.0 IISF DATE 03/19/90 DC DL PSF DRW CD 112 DC LL 0.0 PSF �=— * TOT.LD. 50.0 I)SF SEON 25450 DUR.FAC . 1.15 FR011 PDC SPACING Jai?' VEIAIL-82 ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO 1P1 HID -91. SEE IH15 DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING AEOUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYNOOD SHEATHING, BOTT014 CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (21 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RANY OF TILE BELOW MENTIONEO BRA IMG TYPES MAY BE SUBSTITUTEOw 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.. 1X4 "L" BRACE. SAME.GRADE AS WEB MEMBER. ATTACH HIT11 16d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITh 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ebf Ac_IA)& -7>VrA I �- mrt-I, I [ — ALrIf}C - '1p C -a p p o p C7 C p p c7 p p C=3p p p p ALPIN _1=31 C=3 TRUSS c.7 p c) p p SEE ORIGINAL DESIGN FOR PROPER OMNSIONS IINIMPORTANT11i14LI'M E.GRUM111 FVAIx1>. 111C. WARNING1len" c PEAuvt ff"Of atf 101W. '�A(� :161.1. 401 Of Fti►01If1011 1011 IIV I4 HAMM. tACC1104 AAO MIAMI►11116 IMI OUTAt t1A 11[50 SdatfIcAllon. V1111/ ►+101.4. It[ "111-91 111 IPI. tLt 11.1 DEMO !\� [/ILI?t 14 WILD IMVQSc IN C0110RI01[51 111111 09II9 Il lPt. Ill/ M7[IINILL /►[CIIL FEP11 in OPIUM Nf tir114 t"9C10A1 L t 1UDt Or 244 OJVI. su[L ICt1114 82/11 IA11►fAII11. AILt$% O1IEMIS4 1101M1LA, fol' A44I CA I IlC1Fl 4/ NOIEO. 411[ If C011(CICAS It t4tl [ACC Cf OIOPO 510Lt It L/TVIALLf AILED 111111 "GKII Wo, _4%13945 I'M as YA[4t OII tiMlff laliCO 41 11.! f.SlCrl "3111014" 411CCt[0 FLw000 S1EITHIM 001101 CIIOIc * � � Q091 co!It610rs Mt CA44 orn 1171. •10 C MIA -F. O[511A1 IMID&I' 3 1111N ePOPOL1 AITADIW 1114110 CE11.1113 -- Kt 11. CO11CM I/A"LICAIRt ra9ri71aa O/ H]S I IPI. 111 IIAIItt"•L ALrf11r 10#1164 LFtl41l 011/411 FOP ►ICAiI ,r CIY" $01, OI 1111 0A1111110 AM Ca 10 ht CC"M VI1 IMPI go KK 01411011.1r1LIrAIJOI. FL1711114 A COPi or 11111 f.(j Q IA C1LV. 410 Pill/ IDI II PI1.110 Ora11 III NI/ Olt" 1111. OC1101 10 DOE woes 1•41[[701 "IFIACloa. I --IPI IMS& rt Alf I1411141(. 101 - 1191 11111AHLL DC71C11 S►ICI/1[411011 FOA r)0I COISIRI:11011 H v TC LL .3 0.0 PSF REF R992--42293 TC DL 15.0 PSF DATE 06/28/93 V3 PC DL 5.0 PSF DAN CD103 * BC. LL 0.0 PSF —ENG FHwt/ It/ TOT.LD. 50.0 PSF OUA. FAC . 1,15 SPAQINo 24.0" 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. Job:' c'T , O TRUSS PROFILE i/ 24" O.C. FURRING PROFILE WITH 48" O.C. FURRING BUILT-IN CRIPPLES BUILT-IN CRIPPLES o (REMAINS IN PLANE --I - � (REMATWITH TRUSS) NS IN PLANE �{ co WITH TRUSS) I N6 HIP WITII FUR I -PLY N6 HIP CIIDPD EXTENSION I -PLY (D) TYP. / U5 HIP WITH FUR. I -PLY 115 HIP WITH Flll' [-PLY (0) TYP. /A4 HIP VITIT FLIP I -PLY �� /N4 HIP 1F'DEXTENSION I -PLY SETBACK 111_11— q3 IIIP WITII FUR I -PLY SETDACY, -{ ��L,,, HIP WITII Fl1R I -PLY N2 HIP WITH FUR I -PLY Y2 IIIP CFIUI'D EXTENSION 1 -PLY @lC%O�lj 111 IIIP GIRDER MAY B) (D)IF (©) (B) (p (B)� NI HIP GIRDER MAY Ell Fz 1 � .BE MULTIPLEMFMUER DE MLILTIPLEMEMBER (8) PDP.LINS SPACED a 24'0.C. TYP. PERMANENT DIAGONAL BRACINGv v II (B) PURLINS SPACED a 24'O.C. TYP. \\ APPLIEDN1 PERMANENT -DIAGONAL OF FL 1G (CONT INDUS 2X4> API'LIED TO TOPSIDE OF FLAT TOP (CONTINUOUS 2X4) v APPLIED TD TOPSIDE OF FLAT TOP (Di CRIPPLES SPACED 24' O.C. TYP. CIlH 0 BY ERECTION CONIRACIOR (I)) CRIPPLES SPACED 4B' D.C. TYP. CHORD BY ERECTION CONTRACTOR (0) CRIPPLEFURRING 6 FLAT TC (SEE BRACING DETAIL) � (SEE GRACING DETAIL) (U) FURRING Q CLAN TC SAME SIZE AND SPECIES AS DESIGN SAME SIZE AND SPECIES AS DESIGN. • NOTEi SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. « NOTE; SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTIIEP, CRITERIA NOT SHOWN HERE. JACK RAFTER RIGID PERMANENT BRACING DETAIL•- SECTION A -A CONNECTION DETAIL START OF TDP C103P0 START OF ME TOP CHORD EXTENSION FLAT TOP CHORD PURLINS EXTENSION r\ (SLOPING TD FLAT) (TYPICAL) \ / (CONTINUOUS L (SLOPING TO FLAT) #I HIP I MAY BE I SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. JACK RAFTER. #1 HIP, REFER. T ORIGINAL ORAWIN FOR MORE INFORM + SE POUF SHEATHING JACK RAFTER, PEPMANENI U AGDNALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APfFUXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)I MITE; PEP.MANCNT DIAGONAL BRACING NAILED TO UNOEPSIOE OF FLAT TOP CHORD PREVENTS LAIERAL MOVEMENT OF TOP [METRO. (IF PLYWOOD SHEATHING IS PRESENT ON END'JACKS, AND JACKS ARE PPnPI_Rl_Y AITACHEO (SEE DETAIL] 1D #1 HIP, 1HEN DIAGONAL BRACING IS NUT NLLESSAP.Y AT NI HIP, HOWEVER, PLACEMENT e 20' INTERVALS IS STILL REUIIIRED. ) �L) I TY — ALr-J.IVC o O 1�CG,IHESCTORSPER O pRR.* OIN L-1 ��] O l -J f=1 I:_-_3 **IMPORTANT*ARE *5HALL NOT BE RESPONS FOR INC-WARNING�NuSHANDLING. DEVIATION FROM THIS DESIGN OR INESE SPECIFICATIONS. OR ANY FAILURE 70 BUILD THE TRUSS IN CO"FORMANCE WITH OS10B BY TPI. ALPINE CONNECTORS AREMADEOF20GA GALV. STEEL MEETING ASIM B EZCEPI AS NOTED. APPLY CONNECTORS IO EACH FACE OF I is S GN. ON MAWINF5t170SE `O1SOEC p1BOAHF. DESIGN STANDAIRDS COIFORM W/APPLICABLE PROVISIDM OF 103 C IPI. AN ENGIELR•S SEAL oN THIS ORAWIIG APPLIES IO TIE COW'OIENI DCPICIE0 HERE OKI. AND SHALL NO1 BE RELIED t II AIIY DATER MAY. SES REQUIRE EXIREME - ERECTION LAND BRACING. SEE HIB -01 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REp OUIRENENIS. UJLESS OTHERMISE II0ICAIFO, i0PAAA6G'RUSR LIgRO SHALL BE LATERALLY BRI'llACED WITH PROPER�OSIT LY IACKD WITHTPROPERLYLATTAC/ED RIGID CEILING SHEA NG. UMCIMD SEE ALPINE TECHNICAL UPDATE 17/1/011 FORMiaf`E DRYWALL APPLICATION. FURNISH A COPY OF IVIS OESIGI 10 TIE IRu55 tfW:C7tON LIX11 SA ]M. 1 -_IPI llul^.S ,Alf IIIGIIIIII E, IWIS - 1171 IU-111AI RESIGN S1ICIFICATIUII FOR W0410 f.011'i1f41f,110N `�S1pN TC LL * PSF W. C �� TC DL * ' PSF 'O r. BC DL * PSF 'rn° BC LL * PSF TOT.LD. * PSF OUR.FAC. rwo . SPACING EF R427 - ATE 04/ RW CDI t08 A -ENG PBC .01 Tel PLAN TiYP I r ,T T SIaG. To �ap� G TIE l�- . --- con,rMoN ITizi�ir 4 7-�- IF P-�a'b b+f RT>r¢ S,4- c:fz aAap ( , � C7 Q,trap Q I T8� or- H I P PSL4*H w/ HIp, SPL � law -41:1 .HIP TO RIDGE _ HIP TO HIP MNASTER . Q pall•pU I%1 STANDARD'HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (918) 893-0112 -8 — Evil .01 Tel PLAN TiYP I r ,T T SIaG. To �ap� G TIE l�- . --- con,rMoN ITizi�ir 4 7-�- IF P-�a'b b+f RT>r¢ S,4- c:fz aAap ( , � C7 Q,trap Q I T8� or- H I P PSL4*H w/ HIp, SPL � law -41:1 .HIP TO RIDGE _ HIP TO HIP MNASTER . Q pall•pU I%1 STANDARD'HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (918) 893-0112 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 UIHtN51UN51 5UUMIJILU DT rnuaa nrn. STANUARD,JACK DETAIL SPACING 24` 11 C PLATE-WAVE_TPI95 DEFLECT ION Cn 1 TEM A: DESIGN CRIT=UBC OTY - I TOTAL 1 O OATRUSS O I.3X3 (LIVE LOAD) O O O NNNARNINGNN TRUSSES REOUIRE EXInEME CARE IN FABRICATING. HANDLING. SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED MY TPI 1IRUS9 ATE INSTITUTE 503 O'ONOFRIO GR.SUITE 200 MADISON.WIj537191FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTION::. UNLESS biHERNISE 1NOICATEO. TOP CHORD SHALL HAVE ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. NNIMPORTANTN■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS IANOLIMG.BSHIPPINGG.. INSTALLING ANDpGRACING OFOTRUSSES E NDESIGTH NICONFO MSRWITHIAPPLICAO6CA-ENG OVISIOTTS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 ON STEO EXCEPT HISDESIGN°' POSITION LONNECTORSRS TO PER DRAWINGS C 160 A-ZOF . ENStAL ONSi ISH DRAWINGSE INDICATE INDICATE DESIGN S OWN• THEESSISUIT BILINALTTYYIANDRUSE OFSBI1111 STACOMPONENT FOR ANY PTICULARCOMPONENT BUILDING QQ'0� p �ROPERLY 4pO � oc * ,r riTf C X15p C1V�� ��\! OF Ct`���O - IIAFTEn SLOPES < 4: 14' rM - L/240 �LWA + ��s®s 11AF TEn SLOPES > 4; 12 < 12: 12 - L/ 1110 4 CEILING JU157 L/240 IT IS TIIE nESPONSIOILITY OF TIIE OUILUING OESIGNEn AND RAFTETI TnUSS FAUIIICAT011 TO nEVIEW THIS HAWING PRIOn TO CUTTING ®�wm \ LUMOE:n TO VEn1FY THAT ALL DATA. 1NCLUOING 0114ENSIONS " A I AtJU LOADS, CONFOH14 70 TIIE AnCLIITECTUnAL SPECIFICATIONS WAV 1 ANO FAOnICATOR'S MUSS LAYOUT. ,2X4 MAXIMUM CLEAn SPAN i.axs 2X4 FICN FIn STANUAnO _^__ -FIEOUInEO IF RArTEll NOT CEILINC. JO1ST SUPPOFITEO AT ENO - nArTCn -SLOPE 4: J2 nAF•TEn SLOPE -> 4: 12 BUT < 12* ]3 CEILING JOIST LIVE LOAD (PSP) 16 -16 30 30 1G 16 30 30. DEAD LOAO.(PSr) 7 15 .10, 15 10 •15. 1U 15 5 DURATION FACTUfl 25% 25% 15% 15% 25% 25% 15% 15% 1,00 SIZE GRADE --14AXIMI14 CLEM SPAN-- PLATE-WAVE_TPI95 DESIGN CRIT=UBC OTY - I TOTAL 1 O OATRUSS O O O C7 O O O O O O O O NNNARNINGNN TRUSSES REOUIRE EXInEME CARE IN FABRICATING. HANDLING. SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED MY TPI 1IRUS9 ATE INSTITUTE 503 O'ONOFRIO GR.SUITE 200 MADISON.WIj537191FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTION::. UNLESS biHERNISE 1NOICATEO. TOP CHORD SHALL HAVE ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. NNIMPORTANTN■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS IANOLIMG.BSHIPPINGG.. INSTALLING ANDpGRACING OFOTRUSSES E NDESIGTH NICONFO MSRWITHIAPPLICAO6CA-ENG OVISIOTTS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 ON STEO EXCEPT HISDESIGN°' POSITION LONNECTORSRS TO PER DRAWINGS C 160 A-ZOF . ENStAL ONSi ISH DRAWINGSE INDICATE INDICATE DESIGN S OWN• THEESSISUIT BILINALTTYYIANDRUSE OFSBI1111 STACOMPONENT FOR ANY PTICULARCOMPONENT BUILDING QQ'0� p �ROPERLY 4pO � oc * ,r riTf C X15p C1V�� ��\! OF Ct`���O - 1 rM l l �LWA + ��s®s ®�wm WAV PLATE-WAVE_TPI95 DESIGN CRIT=UBC OTY - I TOTAL 1 O OATRUSS O O O C7 O O O O O O O O NNNARNINGNN TRUSSES REOUIRE EXInEME CARE IN FABRICATING. HANDLING. SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED MY TPI 1IRUS9 ATE INSTITUTE 503 O'ONOFRIO GR.SUITE 200 MADISON.WIj537191FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTION::. UNLESS biHERNISE 1NOICATEO. TOP CHORD SHALL HAVE ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. NNIMPORTANTN■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT GE RESPONSIBLE FOR ANY DEVIATION FROM THIS IANOLIMG.BSHIPPINGG.. INSTALLING ANDpGRACING OFOTRUSSES E NDESIGTH NICONFO MSRWITHIAPPLICAO6CA-ENG OVISIOTTS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 ON STEO EXCEPT HISDESIGN°' POSITION LONNECTORSRS TO PER DRAWINGS C 160 A-ZOF . ENStAL ONSi ISH DRAWINGSE INDICATE INDICATE DESIGN S OWN• THEESSISUIT BILINALTTYYIANDRUSE OFSBI1111 STACOMPONENT FOR ANY PTICULARCOMPONENT BUILDING QQ'0� p �ROPERLY 4pO � oc * ,r riTf C X15p C1V�� ��\! OF Ct`���O - _ REF R��2 ���13 DATE .01/15/99O DRWG CDI00 i$ Detail for fabrication of bottom chord filler to be used to produce a flat bottom chord of variable length. Refer to appropriate design for lumber, plates, and other data not shown here. (A) 1X4 continuous lateral braclug @ 6'-0" O.C. (max.). Attach wiLh 2-8d nalls. Furnish copy of Lhis drawlug to erection contractor so he will know of Lhis requirement. m PLATE TYPE AI PI HE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR WARNING: IRUSSES REOUInE DESIGN CRIT. IIHC _IEE. 5736 R427 IMPORTANT: At PINE ENGINEENEN PIIODUCI S, INC, EXTREME CANE IN IIANOLING. EnEGUON AND - - $HAIL NO] UE NESPONSIBIE FOIL ANY 0CVIn110N INUM IIIESE BRACING. SEE "DWT -16" (BRACING WOOD COMMENTARY AND RECOIAMEN- ESS TC LL: PSF —DATE' 7/19/88 - SPECIF ICAI IONS UB ANY DEVIA 11011 F UOM IVIS BL:UGN OIL ANY TRUSSES: Pp. SEL: TMS DESIGN FOR AODI- �Q�, Q --- @4 FAIINRE 10 UllllD 711E MUSS N CONFORMANCE Willi TILE "GUAI IIY CONTIIOL 11UNUAl"I1Y 111 At PINE CONNECIOIIS Al1E DATIONS—•1 TIONAL SPECIAL PEIIMANENI BIIACING tv� � TC DL: PSF CD 106 MANIIIACIUMO I'l 0M TB GAUGE OAIVANIICN Slick UNIESS NEOUIIIEMENfS.LINLESSOIIIERWISESIlOW11, �� •`\e' .� • — OIIICnWISE SHOWN. 11•L-EIING REOUn1EMENlS Of AS1M A4+6 A. AMY 10 IS 110111 iNr TOP CNOnD SHALL BE LATERALLY BUACED H ` OC DL: 5, 0 PSF ./r•. r'� Ali% F11GnAOI! (� -�-R ANO LOCATE ASCSIJOW14 0EA1UOUNVC S 4", NOMINAL NJ WWNIS A UNLESS OIIIEnWISE SIIOWN DESIGN SIANDAIIUS CONFORM 11 N(l. 00110111 CIIono Willi l GIIO CElllllO On BRACING AS SPECIFIED ON DESIGN UO W J �I0.CA�5� �( roT, Lo: Psi �[�t_Ed� VA►tIES U v w•nLAPPLICADLEPROVISIONSOF•N0566ANUIPL650nPC1.6o. NOT USE TIUSOESIUNWNUFIREnECAnOANT TREATED LUMBER. oG 6'07 �- * „_ CL��',(�Q�\ DUn, FAC: PITCH: VARIES SPACING 24.0" O.C. - TYPE: DI:fA1[. •IrI• UIUSSP1AT[ IN$uTUIE: NOS »NAIIOUALDfSIGNSPfCIfICA1ION FOR WOOD COUS111UCIIon. TRUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUISS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONT114000S LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 (H) HEIGHT OF TRUSS AT SUPPORT. - — FO (P)l BEARING WALL — VERTICAL WEB (BB) SECTION S -S TRUSS S rim (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT.16-O-0 (T) - TRUSSES D.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. (P) SHEATHING APPLIED TO TOP CIIORO. O� BRACE HAY BE LOCATED ON EITIIER FACE OF VERTICAL. I (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (88) BLOCKING TO BOTTOM CIrRG OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE 6 = APPROX. 45• OF BOTTOM CIKK2D. / PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA - 1 R - O Q O ••HAIR NG•• TRU((O REQUIRE EIIR[HE CAN[ IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND IIACING. WIN 10 111.11 (MANKIND IISIAIIIRG AND BIACIIG), PUBLISHED 1Y IPI (TRUSS PLATE �rIESSiU TC LL REF R 4 2 1 O O IN IT11U11. Sp 0'ON." OR.. SUM 100. MADISON, Y1 SI111). FOR (AT[IY /RA(TIC[s PRIOR 10 [ f[NFORMIRG IN[St FUNCTIONS. UNITS$ OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERTY AIIACH(D OQQ- , p,.F-i�1 TC OL BEARING WALL — VERTICAL WEB (BB) SECTION S -S TRUSS 1 S (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT.16-O-0 (T) - TRUSSES D.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. (P) SHEATHING APPLIED TO TOP CIIORO. BRACE HAY BE LOCATED ON EITIIER FACE OF VERTICAL. 1 (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (88) BLOCKING TO BOTTOM CIrRG OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE 6 = APPROX. 45• OF BOTTOM CIKK2D. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA - 1 R - O Q O ••HAIR NG•• TRU((O REQUIRE EIIR[HE CAN[ IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND IIACING. WIN 10 111.11 (MANKIND IISIAIIIRG AND BIACIIG), PUBLISHED 1Y IPI (TRUSS PLATE �rIESSiU TC LL REF R 4 2 1 O O IN IT11U11. Sp 0'ON." OR.. SUM 100. MADISON, Y1 SI111). FOR (AT[IY /RA(TIC[s PRIOR 10 f[NFORMIRG IN[St FUNCTIONS. UNITS$ OTHERWISE INDICATED, TOP CHORD SNAIL HAVE PROPERTY AIIACH(D OQQ- , p,.F-i�1 TC OL DATE 1/12/94 O O SIRUCIURAL PANELS, NOTION CHORD SMALL MAY( A PROPERLY ATIACH[0 RIGID CIELING. ••IMPORTANI•• FURNISH A COPY 6 C D L L O ALPINEO OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PIODUCIS, INC. SM1IL 101 N[ 1ES10ISINLE FOt ANY DEVIATION FROM THIS DESIGN; ANY FAILUNI 10 NUIlO ININ y t� L 1SS(S IN 000F 0.NA.C[ YIIM "1: 01 f1111CA11NG, MANDLIOG, 1.111110, INSTALLATION OR � b� * L 1N ACING OF IRUSS[S. THIS DESIGN CONFOI MS WITH APDL ICABI[ ►A O1ISIONS Of IDS (NATIONAL DESIGN' SP(CIFICAIION PUIIISMID It THE.ANIAICAN,FOUST ANDIA►(A ASI0CIA1101( OF (►l. AIfIMI T 0 T . L D . D RW 3 0 4 8 6 3 4 CONN(CIOAS AN[ MADE OF POGA ASTM AFON)? 4ALY. STEEL. EIC(11 AS 001(1). Al:LT CONNIC10:1 10 ( OF * CIV�� a'r�� , , D U R AV 11) [ OANI(NOIN[CICSISEAL NONNIHISTAYINGOAPPIIISCONLYC �r�rf .FAC . CA -ENG C W C / O O O O OIAMINGIEACH U0.TRUSS 100N IFONA`F. ION THE DESIGN Of IMI "USS DIPICIID HERE AND :NAIL 001 Of R(IIED UPON IN ANY OIH(1 MAY. - 0f �i SPACING S E E ABOVE 1 PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE .FOLLOWING WIND CONDITIONS: 80 NPH WIND. 30.00 FT MEAN HOT. ASCE 7-93. CLOSED BLDO. 80 MPH ENCLOSED IBLUG 0LOCA ED ANYWHERE HOT. SBC N,ROOF BRACING -SEE 91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. CAT I. EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A _ FLAT TOP CHORD < OR 12' II FIAT TC BRACING PER DESIGN DETAIL B 4' 2' P. ---------- CAPTOED TO ALL TO CI ORD PIGGYBABRACING WIITHS(2) 10d11COMMON NA LSP 12" MIN HEATHING OVERLAP WITH 8d OR GUN RIGNAIILS IN OVERLAP ZONE SPACED AT 4' ONCN FLAT TOP 'CHORD < OR a 20' 4' FIAT TC BRACING PER DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES AT EACH END AND 13 DETAIL C ALPINE 62PB P GGYBACKCCONNECFACETOR PLATES OR 8x8 PLYWOODPOINTS. r.USSETS MAY BE USED IN LIEU OF TRULOX PLATES. PIGGYBACK CAP TRUSS TOENAILED TO All TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4 O.C. gVEESSIO Glp W' 9( NO.C5 2 CIV1� OF C WWVARNIMVV ,KUJaL. PLATER INSTITUTE. REFER 10 Waf1OFRl0( DR..SUITEING 1200. HADISON. DWIR 53719) FOR LSAFETY ISHED BPRACTICES RIOR 70 PERFORHING THESE ruNclioNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY A17ACNE D STRUCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGII EILING. WWIHPORIANTWW FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONI RACIOR. ALPINE ENGINEERED pRODuC1S INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �— DESIGN, ANY frAILUR`L TO BUILb THE IRUSSES IN CONFORMANCE WITH IPL OR FABRICATING. ' HROvIS10fIS OF SHIPPING. N S (NA IONAL DESIGN SPECT ICATION PUBLISHEDDESIGN BYTHE AHERICANMS TFORESTAPPLICABLE APER ASSOCFATION) AND TPI. ALPINE CONNECIORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NO1L0 APPLY CONNECIORS 10 EACH FACE OF TRUSS AND, UNLESS 13111ERVISC LOCATED ON ACCEPT AfaCIs DESICE OF PRIIFESS ONAL L GINEERINGARESPONSIBILITY SOLELY ME AFOR NIHEI1kUSSWCOMPONCNIIES DESIGN SHOWN. 111E SUIIABILIIY AND USE or 11115 COMPONENT rOR ANY PARTICULAR BUILDING TC LL TC DL BC DL BC LL TOT.LD, CIRCLED NUMBER INDICATES REQUIRED NUMBER PSF PSF PSF PSF PSF OF 0.120" X 1.376" NAILS, OR EQUAL. PER FACE FLAT TOP CHORD < OR = 30' PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. 3 5 99 ALTERNATE CONNECTION 4 (4) Bd COMMON NAILS SJP/KAR EACH FACE 8" X 8" X 1 2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) �BRACING 8d COMMON ( .113x2" ) NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE 'TRUSS FLAT TC. WWVARNIMVV ,KUJaL. PLATER INSTITUTE. REFER 10 Waf1OFRl0( DR..SUITEING 1200. HADISON. DWIR 53719) FOR LSAFETY ISHED BPRACTICES RIOR 70 PERFORHING THESE ruNclioNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY A17ACNE D STRUCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGII EILING. WWIHPORIANTWW FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONI RACIOR. ALPINE ENGINEERED pRODuC1S INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �— DESIGN, ANY frAILUR`L TO BUILb THE IRUSSES IN CONFORMANCE WITH IPL OR FABRICATING. ' HROvIS10fIS OF SHIPPING. N S (NA IONAL DESIGN SPECT ICATION PUBLISHEDDESIGN BYTHE AHERICANMS TFORESTAPPLICABLE APER ASSOCFATION) AND TPI. ALPINE CONNECIORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NO1L0 APPLY CONNECIORS 10 EACH FACE OF TRUSS AND, UNLESS 13111ERVISC LOCATED ON ACCEPT AfaCIs DESICE OF PRIIFESS ONAL L GINEERINGARESPONSIBILITY SOLELY ME AFOR NIHEI1kUSSWCOMPONCNIIES DESIGN SHOWN. 111E SUIIABILIIY AND USE or 11115 COMPONENT rOR ANY PARTICULAR BUILDING TC LL TC DL BC DL BC LL TOT.LD, MAX 60 PSF PSF PSF PSF PSF REF DATE 3 5 99 DRWG 581,870 -ENG SJP/KAR pUR.FAC. 1.15 SPACING 24.0" I C'7 cam: 0 co 0 0 z (LATILE-LEE/AHRENS "TILE ROOF' - T-1 HIP [6 -SB] [1 -PL TPP CHOW 2x4 DF -L #1.:T2 2x4 DF -L #15Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. C0110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. Q W wW4z6 ( W4x6 (B1) _a z W5X4 si W3X8 w W5x4 !,b, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE. LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. +8-0-0 JUT"TE COUN1 i WILDING DEP R750011C P CA/ -/11-/-/-/F Scale m-.25"/Ft. z 16.0 PSF 14.0 PSF 7.0 PSF 0.0 PSF 1-0-0 w 37.0 PSF -�- w 5-7-10_� 4 10 6 4-10-6 5-7-10 1 SPACING �(' 6-0-0 T 4-6-0 Y 4 6-0 6-0-0 Lc 6-0-0 _(_ 9-0-0 6-0-0 _ly _I 21-0-0 Over 2 Supports imp R-1535 W-2.5" R-1612 W-3.5' N N ' N PLT TYP. Wave TPI -95 R Design Criteria: TPI STO 18.2c4 "WARNING-- TRUSSES REQUIRE EITREIE CAN[ IN FABRICATION. NANOLIIG. SHIPPING. INSTALLING AND 07 B:ACIII R[f11 TO :10.21 (HAAOLI16 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C" CT Ito SBS OIIO DR.. SUITE 200, MADISON, WI 50718). FOR SAFETY PRACTICES PRIOR TO PERFORMING TWESE PUNCT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED W .! .� STIOCT 02ILL PANELS, BOTTOR CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. �7 "IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,p PRODUCTS, INC. 111 10T BE IESPDNSIILL FOl ANY DfYIATIoN FROM THIS DESIGN; ANY FAILURE TO A� N ALPINE BUILD TBE TRBSSES IM CONFORMANCE NET, TP1; ON FAORICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OP TRUSSES. 11.1. ."SIGN CONFORMS WITH APPLICABLE PROT 1110IS Of NOS (NATIONAL DESIGN r pr SPECIE ICAT10N PUBLISHED BY THE AIENICAN PONE 9f AND PAPER ASSOCIATION) AND TPI. AL►I NI W CONNECTORS ARE MAD! Of TOGAASTM A653 GRAD GALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR. TO • N •�-1.l,,�+��.�� . �..,,F���, .�� � ••�^ . DEagi-Cq P 95�a EACN FACE 0► TRUSS. ANO UIL[SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN ON 1:11 110 A•2. TIE SEAL ON TW15 DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL ENGINEERING NFSPOISU ILITY SOLELI FOR TW[ TRUSS COMPONENT DFSI.0 SHOWN. THE SUITABILITY AID USE Of THIS COMPONENT FOR AWY PMT ICULAR BDILD106 IS TN[ RESPONSIBILITY OF TME BUILDING DESIGNER, PER AISI7TPE 1•188S SECTION 2. JUT"TE COUN1 i WILDING DEP R750011C P CA/ -/11-/-/-/F Scale m-.25"/Ft. TC LL TC OL BC DL BC LL 16.0 PSF 14.0 PSF 7.0 PSF 0.0 PSF REF R427--82578 DATE 09/27/99 DRW CAUSR427 99270015 CA -ENG AEB/CWC TOT.LD. 37.0 PSF SEAN - 158896 DUR.FAC. 1.25 FROM E.D SPACING 24.0" I i. 0 0 z (LATILE-LEE/AHRENS 'TILE ROOF' - T-2 TOP CHORD 2x4 DF -L #1 NT CHORD 2x8 OF -L #1 WEBS 2x4 DF -L Standard IRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS BC 1536 LB Conc. Load at 3.00 BC - 825 LB Conc. Load at 5.00 (H)RECOMMENDED CONNECTION FOR TRUSS T-1 FRAMING FROM THE . BOTTOM CHORD: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON THA29. SEE CATALOG C-PT99. W1.5X4 In ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.60 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X6 m 8 F— T. 2 v 4-4-7 0 a Q I W p; -0-0 W4X4(A1) � W3X14IR W04m x (H)1536# T`I`E COUNI 3 5 4 IN 2-5-0 01a1.f 4 _i' IL.I. IMG DEPA+ dTt� EN? 3 5-4 2-3-12 wo �_6-0-0 Over 2 Supports ^ S, R-1185 W-3.5" R-1620 W-2" � (( j� N N N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - F Scale —.375" Ft. I ^NAANINB" TRUSSES ILEOUIRE 11TRENE CARIE IR FABRICATION, NANDLnG. SNIPPING, INSTALLING AID E�,gp�,_ TC LL 16.0 PSF REF R427- -82579 CT MID-91BRACING. REFER TO M•91 (HANDLING INSTALLINI AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 'N( CT INSTIT9TE. 553 O'OIOFRIO DR., SUITE EGO. MADISON, NI 57719). FDA SAFETY PRACTICES PRIOR TO � PERfORRINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NAY[ PROPERLY ATTACHED - T C D L 14.0 PSF DATE 09/27/99 �._. STRUCTURAL PANELS, NOTION CH DID SHALL HATE A PROPERLY ATTACHED RIGID CEILING. i0 "IMPORTANT- FOR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED 7 BC DL 7.0 PSF DRW CAUSR427 99270043 L� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO N 7A L P I N E 5UILD THE TRUSSES IN CONFORMANCE WITH TPI; DI FABRICATING. HANDLING, SHI►PIRG, INSTALLING AND 6tlda r 7O B C L L 0.0 P S F CA ENG AE B /CWC BpACTNG Of TRUSSES. iN IS DCSIGR CONFORMS II TN A►PLICASL[ ►ROTISIONS OF NOS (NATIONAL DESIGN p.., SPECIFICATION PUBLISHfD BY THE AMERICAI FOIE ST ARD PAP [R ASSOCIATION) AND T►[. ALPINE * * Fs] CONNECTORS ABC MADE OF 10GA ASTM A653 U40 &ALI. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO TOT. LO. 37.0 PSF SEAN - 158917 C.EACH FACE OF TRUSS, AND UK LESS OTHERWISE LOCATED ON THIS D[S16N, POSITION CONNECTORS PER GRAVE NGS 160 A -I. TME SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGIIEINING OUR. FAC . 1.25 FROM E.D aPIm Fj4 RESPONSIBILITY SOLELY f0R THE TAU SS COMPO IT DISI GN SHOWNTBE SUIfA81LITT AND US[ ON THIS Swz&4cdO. CA 9=8 /T"T 1-1995NSECTIONt=LAR OUILDIN6 IS Th[ RESPONSIBILITY' OF THE BUILDING DESI GYEI, PIl SPACING 24.0' Lr? I -L 0 co 0 0 11 (LATILE-L'EE/AHRENS 'TILE ROOF' - T-3 HIP/CARR [6' TOP CHORD .2x4 DF -L #1 :T2, T3 2x6 DF -L #2: BOT CHORD 2x8 DF -L SS . WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------------------------------------------------------ BC - 1622 LB Conc. Load at 13.00 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (H)RECOMMENDED CONNECTION FOR TRUSS T-2 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W4X6 - WSX8 0 W6X6 ila W5X4 = W3X10 s W5X4 - WSX6 - V W4X6(CI) im O Ca. ' A ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 5 GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS FOR 12-0-0. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X84!�. X6 (A3) am w-0- w W5X8 ® W5X6 w W7X6 Na HS714 a W4X4 g W4X6 W5X6» W4X6(C1)V® H) 1622# W3X6(A3) m z w w 100 z 1Y-0 I I: 6-0-7 1 22-3-11 1 5-7-14 I JUTTE COUNT I � 34-0-0 Over 2 Supports ;'ka--RL_DING DEPARTMEW R-3249 W-3.5• R-2344 W-3.5' _ � ®Ek x4 CCli " � 4 �� N N PLT TYP. High Stren th.Wave TPI-95NR Design Criteria: TPI STD 18 CAI -/11-/-/-/F Scale -.1875°Ft. 1. '-'WARNING'S TRUSSES REQUIRE EXTREME CARE 11 FABRICAT1O1, HANDLING, $DIPPING, INSTALLING AND BR AC IE6. RE►[R TD ■IB -91 (WANDLING [.STALLING AAD BRACING)PUBLISHED BY Til (TRUSS PLAT[ �E TC L L 16.0 P S f REF R427--825 8 0 07 INS71TU7E, .SBS D'OROFN IO OR., SUITE 200. MADISON, WI SiIli). FOR SAFETY PRACTICES PRIOR TO � CT C7 PEAFOARIN6 THE SC FINCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 14.0 PSF DATE 09/27/99 ^, STRUCTURAL PAEELS, MOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, TRC. SHALL NOT BE NE $PONS IML[ FOR DEVIATION THIS FAILURE BC DL 7.0 PSF ORW CAUSR427 99270044 C\T ALPINE ANY FROM DESIGN; ANY TO BUILD TWE TRUSSES 11 CONFORMARCE WIIN TP[; OR .FABRICATING, DANDLING. SNIPPING. INSTALLING ARD BRACING OF TRUSSES. THIS DESIGN CONFOINS NI TO APPLICABLE PROVISIONS OF NOS DESIGN r 000777 Vr 7O 8C LL 0.0 PSF CA -ENG AEB/CWC . (1ATIONAL ►UBLJ 1.10 TME 630�DI In_: 7SPECIFICATION BY AMERICAN FOREST AND PAPEA ASSOCIATION) AN TPI. ALPINE * * C-1 CONNECTORS ARE MADE OF 2OGA ASTM A655 6140 $ALF. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 159164 C43 (IpjW�gi� .,.+EneMZd p ke .+a=lto, CA 93828 EACI FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA CRAVINGS 160 A-2. TWE SEAL ON THIS ORAWII6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES►OISIMIIITY SOLELY FDATHETRUSSCOMPONINT DESIGN SHOOK. THE SUITABILITY AND USE OF THIS COMPO EDT[ FliiS SECUI COL AR BUILDING li 1.1 IESIONSIBILI7T OF THE BUILDING DESIGNER. PEI OUR. FAC . 1.25 FROM E . D SPACING 24.0° I I (LATILE-LEE/AHRENS 'TILE ROOF- - T-4 HIP E TOP CHORD,2x4 DF -L #1 :TI 2x4 DF -L #1&Bet.: 86T CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR -CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W1.5X4 NI W1.5X4 NI r- � Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - F Scale —.1875"/Ft pj - p7 C77 -.--. _ C� N ALPINE L1• W Cl] ,,,,;,,� AlPjpB tProd" RLC, SNa>inaito,CA95MB ••WARNINi•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AID BRACING. REFER TO III -91 (XAIOIING IISTALLIV6 ARD 6NAC11q. PWLISXID BY Tq (Truss nF,rE fISr ITNTE. 590 O'OI01RI0 OR., SUITE E00. NIDISO0. NI 57719). TO SAFETY PRACTICES PRIOR TO PERFORMING TRESE FUNCTIONS. UNLESS DTHERIISI INDICATED. TOP CHORD SHALL HAVE PROPERLT ATTACHED STRUCTURAL PANELS, 9017011 CHORD SHALL, MATE A PROPERLY ATTACHED 11610 CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIW.L NOT IE AFSPDIISISLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BUILD THE TRUSSES IN COITONMMf[ WITH TPI: OR FAIRI CATING, NAIDLI96, SHIPPING, INSTALLIIG AND 9NACIIG 0► TRUSSES. THIS D[SI0A CONFORMS NI TN APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED aY THE AMERICAN FORIST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE HAD[ Of FOGA ASPM A653 6110 GALI. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-[. THE SEAL 01 THIS DIMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIDILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND USE.Of THIS C�O�;TIFIffSNSECTIOiC:IRR 011LDI16 1S THE RISfO/S191lITr OF TNI BU[10II6 OESI6MER, 114 * Ei,� 7 ^. � � TC LL TC DL BC DL BC LL TOT. LD. 16.0 14.0 7.0 0.0 37.0 PSF PSF' PSF PSF PSF - E A 8 r SPACING 24.0" (A) (A) W1.5X4 0 T1 a a a-. A W +8-0-0 pi W5X8 W2.5X4 » W5X61a W2.5X41� W3X8� z W3X10(B3) W3X10(B3) 9, f7 z 1-0-0 w (L 4-1-2 _I_ 3-6-8 �'T 4 8-3 I 4 8 3 1 4 8-3 4 3 2-2 3-8.4 I 4-1-2 SSU I T E COUNI N z 8 0-7 4-3-6 aT` 4-8-3 �Te 4-8-3`. ,.J 4-6-7 7 9 6 -I a L— 8-0-7 _I_ 18-2-3 7-9-6 I I:iI�"IL_DING DEPA7��i��`'�4 34-0-0 Over 2 Supports , R-1847 W-3.5" R-1779 W-3.5' - 4;�V�En CV N PLT TVP Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - F Scale —.1875"/Ft pj - p7 C77 -.--. _ C� N ALPINE L1• W Cl] ,,,,;,,� AlPjpB tProd" RLC, SNa>inaito,CA95MB ••WARNINi•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AID BRACING. REFER TO III -91 (XAIOIING IISTALLIV6 ARD 6NAC11q. PWLISXID BY Tq (Truss nF,rE fISr ITNTE. 590 O'OI01RI0 OR., SUITE E00. NIDISO0. NI 57719). TO SAFETY PRACTICES PRIOR TO PERFORMING TRESE FUNCTIONS. UNLESS DTHERIISI INDICATED. TOP CHORD SHALL HAVE PROPERLT ATTACHED STRUCTURAL PANELS, 9017011 CHORD SHALL, MATE A PROPERLY ATTACHED 11610 CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIW.L NOT IE AFSPDIISISLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BUILD THE TRUSSES IN COITONMMf[ WITH TPI: OR FAIRI CATING, NAIDLI96, SHIPPING, INSTALLIIG AND 9NACIIG 0► TRUSSES. THIS D[SI0A CONFORMS NI TN APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED aY THE AMERICAN FORIST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE HAD[ Of FOGA ASPM A653 6110 GALI. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-[. THE SEAL 01 THIS DIMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIDILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND USE.Of THIS C�O�;TIFIffSNSECTIOiC:IRR 011LDI16 1S THE RISfO/S191lITr OF TNI BU[10II6 OESI6MER, 114 * Ei,� 7 ^. � � TC LL TC DL BC DL BC LL TOT. LD. 16.0 14.0 7.0 0.0 37.0 PSF PSF' PSF PSF PSF REF R427- -82581 DATE -09/27/99 DRW CAUSR427 99270016 CA -ENG AEB/CWC SEAN - 158860 OUR. FAC. 1.25 FROM E. D SPACING 24.0" W a w z W3X6(81) +s c� z w (LATILE-LEE/AHRENS 'TILE ROOF' - T-5 PIGGY/C BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS -L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4 v W3X81m W3X4 4., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6' OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC C4 24.00" OC, BC 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. 1's 8-0-0 W3X6 (B1) in t 6 8 76-5-8 J 3 10-1 3-10-1 16-5483-1 QO-11-8 I z i�6 .6-9-14 3-5-11 3 5-11-14 _ 6-8-7 •IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODGCTS, INC. SHALL l0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT- FAILURE TO l< 13-6-5. I 6-11-6 ! 13-6-5 iJU FFE Co"ql BUILD TBE TRUSSESIN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ITT. ALPINE COI HECTORS ARE MADE OF 206A AST" A653 GR40 MY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS, AND UILFSS OTHERWISE LOCATED OM-TNIS DESIGN, POSITION CONNECTORS PER DRAVIHGS 160 A-1. THE SEAL ON THIS OKAYING lAD7CA7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING TRUSS DESIGN SHOWN. THE iNli COMPONE HTI FOR ANY PARTICULAR EBUILDING D ISOTHE FAESPDRSIBILITY OF THE BUILDING IOESIGNER EPER AKSIJTPI 1-1986 SECTION E. B w * * BC LL 0.0 PSF TOT. LD. 37.0 PSF 9 SEAN - 159081. Fe R-1324 W-3.5" 34-0-O.Over 2 Supports R-1256 W-3.5` ��7"UC j E` Tar c- CV C � yam+ i' PLT PLT THP. Wave TPI -95 R Desi n Criteria: TPI STD 18 CA - 1 - - F Scale —.1875" Ft. t ­WARNING'*TRUSSES REQUIRE EXTREME WE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 010•91 (HANDLING INSTALLING AND IRACI"), PUBLISHED 81 TPI (TRUSS PLATE FOR LL HAT PRACTICES PNTO11 TO PERFORMIN SBS DFUNCTION <. UN 501 71 HER, MADISON, YI TOP PERFORMING THESE FUNCTIONS. UNLESS OINFAYISF INDICATED. TO► CHORD SHALL HATE IROP[RLV ATTACXED STRUCTURAL PANELS, NOTION CUM SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Esyei,_ _ w TC LL 16.0 PSF TC DL 14.0 PSF REF R427--82582 DATE 09/27/99 DRW CAUSR427 99270017 •IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODGCTS, INC. SHALL l0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT- FAILURE TO 19 � BC DL 7.0 PSF A L P I N E �f.,�Fng a...���..... , � ys BUILD TBE TRUSSESIN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ITT. ALPINE COI HECTORS ARE MADE OF 206A AST" A653 GR40 MY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS, AND UILFSS OTHERWISE LOCATED OM-TNIS DESIGN, POSITION CONNECTORS PER DRAVIHGS 160 A-1. THE SEAL ON THIS OKAYING lAD7CA7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING TRUSS DESIGN SHOWN. THE iNli COMPONE HTI FOR ANY PARTICULAR EBUILDING D ISOTHE FAESPDRSIBILITY OF THE BUILDING IOESIGNER EPER AKSIJTPI 1-1986 SECTION E. B w * * BC LL 0.0 PSF TOT. LD. 37.0 PSF CA -ENG A E 8 /CWC SEAN - 159081. .. . DURFAC125 FROM E. D SPACING 24.0p t oma, (LATILE-LEE/AHREHS "TILE ROOF- TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard T-6 MONO PLATES DESIGNED FOR GREEN LUMBER PER NDS797 TABLE 7.3.3, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 8 GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6. OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC 0 72.00" OC. 0 10 PSF BC LIVE LOAD PER UBC. W1.5X4 ld RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. CJ7 it T KI :w_- , W2.5X4 <o W3X4 0 B I— W1.5X4 (A)11-6-13 i C/.'i (A) E~ Q 0 a ' 11, k8-0-0 z W2X4(A1) GEE _ W2.5X4 W2.5X4 = z 1-0-0 J.UTrE COUNT f 5-10-78 5-7 3- 4-6-12 :t 7-9 JILDING DEPAR )l FEW !NQ 16-9-8 Over 2 Supports _ R-699 W-3.5" R-607 W-3.5" 666 CV N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 1 CA - 1 - F Scale —.25"/Ft. I"WARNING-" CSA - TRUSSES REWIRE EITREME CARE 19 FABRICATION, BANKING, SHIPPING, INSTALLING AND GRACING. REFER TO RIB -91 INANDLING INSTALLING AND BtACING), PUBLISHED BY TPI (TRUSS ?LATE .aE1iE TC LL 16.0 PSF REF 8427--82583 C" CT IMSTITOTE, SIS D'ONO►l70 OR.. SUITE 200, MADISON, WE 55719), FOR SAFETY PRACTICES PRIOR TO PEpFORMINGTRESS FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 14.0 PSF DATE 09/27/99 ---, STRUCTUH AI PA I . 1101104 CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT^ FURNISH A COPY OF THIS OESIGR TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 BC DL 7.0 PSF DRN CAUSR427 99270018 r CV A L P I N E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FATLURE TD BUILD INE TR OS SES IN CONFORMANCE WITH TPI; ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING DF TRUSSES. TILS DESIGN CONFORMS WITH APPLICABLE PROVI370IS'OF ROS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG A E B / CWC CA: SPECIFICATION PUBLISHED BY TRE AHCRICAN FOREST AID MEN ASSOCIATION) AND TPI. ALPINE * * w CONNECTORS ARE NAGE OF 20GA ASTM AM 6140 GALV. STEEL. EICEFT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEAN - 159090 v] ♦1,„,,, EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWL us 160 A - I. THE SEAL 01 THIS DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEI1 IRG DUR.FAC. 1.25 FROM E. D _ p,,,,E,,,,� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Oi TI IS ONP EMTI FO9RSNSECPARTI IUILOING I$ THE RESPONSIBILITY THE SPACING 24. ON TIOICULAR OF RUILDING DESIGNER. PER 1 (LATILE-LEE/AHRENS "TILE ROOF' - T-7 MONO/GIRD TOP CHORD"2x4 DF -L #1&Bet. BOT CHORD 2x8 DF -L SS c— WEBS 2x4 DF -L Standard -v rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. )ADDITIONAL LOADS C=) ---------------------- - ------------------------------- o BC From 398 PLF at 1.75 to 398 PLF at 5.00 m BC 1000 LB Conc. Load at 0.75 0 zl(H)RECOMMENDED CONNECTION FOR TRUSS T-12 FRAMING FROM THE BOTTOM CHORD: SIMPSON THA29. SEE SIMPSON CATALOG C-PT99. W2. W1.5x4 W . 5-8-7 A O cw� 2-4-7 A a W2x6 W-0-0 w w j(H)1000# W2,5x4,s c.7 W z w w1-0-0 z n.. 0 j;12 4-8-8 O -}L12 a6 0-1'12 4-10 4 -0-0 Over 2 Supports-� R-1521 W-3,'5" R-1202 W-2' rz. N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 48.00' OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR T-14 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON THA29. SEE SIMPSON CATALOG C-PT99, TTE GOUN1 f (AUILDING DERAF;reiri t,�" L) V N rL-I ITr. wave IFI -y5 H Desi gn Criteria: TPI STD 1 CA/ -/l/ -/-/-IF Scale —.375"/Ft. ( C7,3BRACTNB. C --:PRODUCTS, N _ A L P I N E —WARN IWG�- TRUSSES REQUIRE FM EKE CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND REFER TO NIB -NI (HANDLING INSTALLI6N AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 7NSTITOT[, SB7 O'ONOIRID DR.. SUITE [00. NADIS01, Y7 617151, TOR SAFETY PRAC710ES PRIOR TO PERTORn1Y0 THESE FUICTIONi. UNLESS-BE&Y7SL INOICATLD, TOP CHORD StlALL BAYE PROPEALT AT STRUCTURAL PANELS, BOTTOM CHORD SHALL RAVE A PROPERLY ATTACKED RIGID CEILING. •'.IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT aE RESPONSIBLE FOR ANY OEYI ATI aM FROM TRIS DESIGN: ART FAKOHE TO IOIIO TNI TRNSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND B.AC..G,0, TRUSSES. . THIS DES16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Esg�,,_ "W �f 7 �. r 7O TC LL TC U L BC DL 8C LL 16.0 14.0 7.0 0.0 PSF PSF PSF PSF REF R427--82584 DATE 09/27/99 DRW CAUSR427 99210045 CA=ENG AE B / CWC $a.e w , SPICIFICAI(ON PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE CONNECTORS ARE MADE OF LOCA ASTM A653 0440 GALV. STEEL. IICEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 37.0 PSF SEQN - 159286 c./] [Alpim F..IIg�� Products Im Sw mcnia,CA95M EACW FACE OF TRUSS. AND URLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNICTOAS P[t DRAWINGS 160 A•7. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL IIGINEERINC RESP0RSIH7LITY SOLELY FOR TH( TRUSS COMPONENT OESTOH SNOUN. THE SUITABILITY AND USE OF THIS CORP IIIFi95sMY PAXTICULAR 09ILDIN0 IS TWE RE SPOISINE1.ITT OF TKE BUILDING DESIGNER, PER C - D LIR .FAC . 1.25 FROM E . D SPACING 24.0" (LATILE-LEE/AHRENS "TILE ROOF" - T-8 MONO/HIP/GIRD [3'406 -SB]) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS \ WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: :W4 2x6 DF -L SS: 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. P-. IADDITIONAL LOADS C------------------- ------------------------------ o BC - From 334 PLF at 0.00 to 334 PLF at 6.00 m o BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. z RECOMMENDED CONNECTION FOR 18-6-0 TRUSSES FRAMING TO'THE BOTTOM CHORD @ 24" O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99. W2.5X4 v W3X101� H 8 T' o W4 -3-3 W3 +9-0-0 W3X6 = w a A,-8-0-0 w z W5X4a W2X6 W W2.5X4(A1) im z 3- 4L 3 0-O 3-4 13 1-11-15 -7_ A L_ 3-4-13 _� 2-7-3 .� �°-0-0 Over 2 Supports---'� R-1194 W-3.5" R-1286 -b. N _ N PLT TYP. Wave TPI -95 R Des ^WARNING •• TRISSES REQUIRE E[T1EMt CANE IN FAORI 7 n Criteri THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. i1 HIP SUPPORTS 03-04-06 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. CA 101, N".,....", ...11.... .A..lu..l"" ANY Chi BRACING. NEFt1 TO HIB•97 (NAADLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 INSTITUTE, 503 D'DMOFRIO 01.. SHITE 100. MADISON. YI $3119). FOR SAFETY PRACTICES PRIOR )0 [T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACHEO ---. STRUCTUAAA PANELS. BOTTOM CHORD SHALL NAVE A PROPEALT ATTACHED RIGID CEILING. -IMPORTANT`'" FURNISH A COPT OF TtlIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C: --:PRODUCTS, INC. SHALL NOT SE NESPORSIBLE FOR ANY DEVIATION FROM TOTS DESIGN; ANY FAILURE TO NA L P I N E BDILD THE TRUSSES 1/ CONFORMANCE WITH TPI; 01 FABRICATING, HANDLING, SHIPPING. INSTALLING AND SPACING Of TRUSSES- THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPACING IF ICAII ON POOL[SHED BY THE ANENT CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE py CONNECTORS ARE MADE OF FOGA ASTM A653 CR40 GALV. STEEL, (ICE►T AS NOTED. APPLY CONNECTORS TO C/] EACH FACE OF TRUSS. AND UNLESS OTNES WISE LOCATED OR IN IS DESIGN, POSITION CONNECTORS PER DRAWL ROSS 160 A•1. THE SEAL OH TNIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPDNSIBIL ITY SOLELY FOR TH( TRUSS COMPONENT DESIGN $1001. THE SUITABILITY AND USE OF THIS C OMP OA[NT FOR AN1 PigTICUTAR OU ILDIRG IS TO RESPONSIBILITY 0► THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SICTIOA R. 1 g , lL CIV I) p 10 py��..��p p! �j ' (I❑l 1\kirlIIq � (] j1 LAI -/t/ -t -/-fir TC LL 16.0 PSF TC DL 14.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.375"/Ft. REF R427--82585 DATE 09/27/99 DR W CAUSR427 99270046 CA -ENG AEB/CWC SEAN - 159191 FROM E.D a TILE-LEE/AHRENS 'TILE ROOF- - T-9 HIP [6 -SBI [1 -PL TbP CHORD 2x4 DF71 #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &,DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS.. JUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. CORNER SETS ARE CONVENTIONALLY FRAMED. o EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. o SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC, ATTACH BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. — 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS o AND DIAGONALLY BRACE PER HIB -91 13,2.1(FIG.33), OR DWG. CD110. z SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W3X4 ,0 W3X4 q W3X8 �� 1 B r -IB R/]Vz -01 N0-0 E~ Ta 0 oa w w W2.5X4 W1.5X4 W W2.5X4Ea w WX (B1) W3X6(81) - w z c7 U:10 O I L""00 z w z �c 5-7-10 _I� 3-7-6G.+� 3-5-10 a}F 5-9-6 - l I 6-0-7 1 3-2-9 T 3-5-10 j 5-9-6 JUTT ��'� {��I a. 6-0-7 6-8-3 5-9-6 fE 18-6-0 Over 2 Supports R-1326 M-3.5' R-1326 W-3.5 P FKWE a-. LC'N N N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 CA/ -/11-/-/-/F Scale -.375"/F I •WARNING• TRUSSES BE011RI EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AND p.- [T BRACING, 11111 TO :11.91 (N110LI1G 1.11.1ING ARO BRACING]. PUBLISHED 01 TPI (TRUSS PLATE �,�ES81pp.. TC LL 16.0 PSF REF R427- -82586 07 .1ST. _,. 507 D'010'ATO DR., SUITE 100, MIM] WI 57)17), FOR SAFITT PRACTICES PRIOR TO rn PERFORMING THESE FUNCTIONS. UNLESS OTIEAWISE INDICATED, TOP CHORD SHALL RATE PROPERLY ATTACHED TC DL 14.0 PSF DATE 09/27/99 ^, STIOCTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROFERLY ATTACKED RIGID CEILING. .-IMPORTANT— FURIISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 99270019 C: 'PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO C\T BOILD THE TRUSSES 11 CONFORMANCE VITN TP T; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AMD ALPINE 1AACTtA OF TROSSES. THIS 0[S[GM CONFORMS it AFPIICAaLE PAOYIS101S Of NDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AER/CWC, SPECIFICATION PUBLISNED 1Y THE AMERICAN FOREST AMD PAPER AS SOC I ATIOM) AND TPI. ALPINE w CONNECTORS ARE MADE OF 201A ASTM A653 6140 DALY. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 37.0 PSF SEAN - 159158 C,i3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 TRIS DES761. POSITION CONNECTORS PER C DAAWI1Gs 160 A•1. TRE SEAL ON THIS DIAWIRG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R .FAC . 1.2 5 FROM E . D RES►OISIBIIITT SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS vY4mL♦7I10, CA 95&28 ISI (T11T1ICARNY PART CULAR BUILDING IS TAE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.00 N a 0 Ca 0 0 o z I L:=� W a W W z (LATILE-LEE/AHRENS -'TILE ROOF- - T-10 HIP [8 -SB] W TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS=97 TABLE 7.3.3. THIS DWO PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC W1.5X4 i W2. 5X4 o W2.5X4 -94, ] E3 -.8-0-0 T 1 w L 5-7-10 1 ��3 7 6 1-7 e- 12 I_ 2-0-0 L 5-7-10 _I E clZupy, z i 5-7.10 ?a}� 3 -1 -41 3-7-6 a`f6 - 5-7-10 V a� 1_ 8-0-0 J- _ 2-6-0 _1_ B-0-0 DI L �t9 r0iv`�ils�� •. 18-6-0 Over 2 Supports �- R-756 W-3.5" Rm677 W - poi I1. , L17 iESSlO, 1— 7° * TC LL TC DL BC DL BC LL N REF R427--82587 DATE 09/27/99 DRW CAUSR427 99270020 CA-ENG,AEB/CWC TOT.LD. 37.0 PSF N PLT TYP. Wave TPI -95 R Design Criteria: .TPI STD I - - `WARNING" TRUSSES REQUIRE EIIREHE CARE IR FABRICATION, RANKING. SHIPPIN4. INSTALLING AND [T BKACITG. RfrtA TO RIR-91 (RARDLIRG INSTALLING ANO BRACING), PUBLISHED Of TPI - (TAM PLATE [T INSTITOTl. SOS O'O1OF910 ON.. SOI TE 200, MADISON, NI 55719), NOR SAFEIT PRACTICES P4104 TO p� ILTHESE FUNCTIONf. UNLESS OTNERYISE INDY GATED, TOP CHORD SHALL NAYS PROPERLY ATIAgED r. STRUCTURAL PANEL 5. 0DTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N _ OO]ED TRE TROSSEL IN CONFORNARCE WITH TPI; 09 FABRICATING, HANDLING, SNIPPING. INSTALLING AND A L P I N E :RACING OF THUS SLS. TN IS OE S10N CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN PL: LPECIFICATIO: 1OBLISNED BV THE AMERICAN FOREST AND PAPER ASSOCIATION). AND TPI. ALPINE W CONNECTORS ARE NAGE OF TOGA ASTM A663 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO C/] ,,,,facts �p CAS ' EACH FACE OF TRUSS, AND UILESS OTHERWISE LOCATED 04 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROIESSTOIAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT fON ANT ►ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ARSIJTPI 1.1815 SE RIOT 2. _ CA - 1 - - - F Scale —,375" Ft. iESSlO, 1— 7° * TC LL TC DL BC DL BC LL 16.0 PSF 14.0 PSF 7.0 PSF 0.0 PSF REF R427--82587 DATE 09/27/99 DRW CAUSR427 99270020 CA-ENG,AEB/CWC TOT.LD. 37.0 PSF SEAN - 159133 DUR.FAC. 1.25 FROM E.D SPACING 24.0" (LATILE-LEE/AHRENS -TILE ROOF- - T-11 COMN: T'OP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L 11 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. °-D W 4-9-15 9-3_I I 4-5-1 4-7 1 4-5- I -0 �� 3- I� I_ 9-3-0 9-3- L 8-0-0 JUTFE CEjijjt�_yj fi I fUING : }v'_ � 18-6-0 Over. 2 Supports . R-756 W-3.5' R-671 W-2 pea 10 g� � tl11 � !t r3.. c.o CV N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 GA - 1 - - - F Scale —.3750/Ft. "WARNING•- TRUSSES REQUIRE TIMM CARE IN F4921CATIO11. NANOLING. SHIPPING. INSTALLING AND O7 /:ACLU&. RIM TO HID -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPt (TRUSS PLATE$I TOTE. 543 S TC LL 16.0 PSF REF R427--82588 p7 ' RACTICES PRIOR TO PEIFORNIN6 THESEDFUNCTIIMS. UNLESS TOTIERNIE 200, SEI INDICATED, TOP ISON. MY I CHOADFSHALL HAVE FETY PP4OPERLY ATTACHED TC DL 14.0 PSF GATE 09/27/99 ---+ STIUCTURAL ►ARSES. BOTTOM CHORD SNALL tlANE A PRDP(lLT ATTACICD 4I6I0 CEILING. . "IMPORTANT•• FOINISO A COPY OF TO IS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L BC OL 7.0 PSF DRW CAUSR427 99270021 ML. TRUSSESPRODUCTS, 1NC. SMALL BE NOT RESPONSIOIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AND ALPINE BRACING"Of TRUSSES.N piCOKFOs DES164 CORFOARS WITH APPLICABLE PRO115101SCE WITH TPI; OR FABRICATING, MA40LIMS.SOFPNOSG(NATIONALING DESIGN BC LL 0.0 PSF CA -ENG AEB/LHC Q+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * *TOT. LD. 37.0 PSF SEAN - 159170 W COLLECTORS ARMD ( E DF LOCA ASTM A655 6440 GALE. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO Cn EACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON T111S DESIGN, POSITION CONNECTORS PER ,,�� ORANINGS 160 A -i: TUC SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEELING OUR. FAC . 1.25 FROM E . D �jpTt D `�,,+w P(Dd1C(S. fi, RESPOASIBTLITV SOLELY Foot THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOFTHIS SDCLmentD.CA95M8 COM►OLENT FOR ANY PARTICULAR BUILDING IS TBE RESPONSIBILITY OF THE BUILDING DESIGNER, Pfl �r SPACING 24.0" ANSI/i11 1.1995 SECTION 2. ( (LATILE-LEE/AHRENS 'TILE ROOF' - T-12 COFF/HIP/CARR [6' TOP CHORD 2x4 DF -L g1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard :Wl 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITTONAL LOADS ---------------------------------------- BC - 1288 LB Conc. Load at 3.50 RECOMMENDED CONNECTION FOR 6-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24' O.C.: SIMPSON THA29. SEE SIMPSON CATALOG C-PT99, W1.5X4.11 W1.5X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC - w5xa a _ W3X8 e- W2.5X4 a W3X6 ,k- W4X12 0 B W2.5X4 W1 8 I Q a 4 W8X12 va W5X8 IIa W2.5X4 fm W7X6 = q-8-0-0 z : W3X14(A1) 0 (H)1288# W3X10 W5X8 a W4X4(A1) ia z 1-0-0 w z 3-5-4 Z-2 6 5-0 11 4-4 3-7-4 3-3-96-0-72-4-2 5-0-11 4-6 1 1 1 10 ]0 3-9-0 . 10-2-3 5-9-6 3-3-8 11- 1-8 3-0-0 3-9-0 JUTFE°€s`ti i I 22-0-0 Over 2 Supports i �p �°r p� �y g R-1981 W-3.5' R-999 W-2' f-u-JILDING 3.fE4"s`�- R 2T�fe-t4 c CV 1 N PLT TVP, Wave TPI -95 R Desi n Criteria: TPI STD 1 CA/ -/11-/-/-/F Scale —.25 -/Ft. 1 •'NARNIIIG•' TRUSSES 010011E 11TNEME CARE IN FABIICATION, XAlDLING, SHIPPING, INSTALLIAG AND C7J 01ACIN1_ N1F11 TO HIb91 INANDLIN, 11 STALLING AND BRACING), PUBLISHED 01 TPI (TRUSS PLATE TC LL 16.0 PSF REF R427--82589 C7) 1RSFITNTf. 603 O'ONDFRIO OR., SUit1 100, MADISDN, WI 5311X1. FSH LL WAV PRACTICES RLY PMTAC TD TC DL 14.0 PSF DATE 09/27/99 C77 PERFORNI 08 TNESE fONC ITCHi. ORl1SS LL NAVEA PROICATED, TOP CNORD SHAH NAYS PROPERLY ATTACNFD ---. STRUCTURAL PANELS, BOTTOM CHORD SBAII NAVE A PROPERLY AT7ACHCD 1161D -CEILING. "IMPORTANT*' FNRRIS1 A COPY OF 7013 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRw CAUSR427 99270022 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN; ANP FAILURE TO CV BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. NARDLING. SNIPPING, INSTALLING AND Y w ALPINE BAACINN OP T1USSfS, THIS OES16W CONFORMS WITH APPLICABLE P4011SIONS OF NOS (HATIOM DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC L1+ OECIFTCATI0: PUBLISHED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) ARD TPI. ALPINE r-:3 CONlECTOES ARE MADE OF TOGA ASTM A653 6440 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEAN - 15921.1 EA CB FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS1710M CONNECTORS PER DRAWINGS 160 A•I- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING OUR. FAC . 1.25 FROM E . D �$ RE SPO HS lb II ITT SOLELY FOM THE TRUSS CONPORENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M S CA 9 US ' Imo' COMPONENT F01 ANY PARTICULAR BUILDING IS THE RESPONS18107T OF THE BUILDING DESIGNER, PER NT SPACING 24.01 ANSI/TPI 1.1996 SECTIO! T. 0 (LATILE-LEE/AHRENS 'TILE ROOF' T-14 COFF/HIP (B -SBI) TOP CHORD 2x4 DF -L #1 .BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W2.5X4 4 W M a W3X4 A W4X4 -ik.- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC W2.5X4 -,4 V -. Br— ��e Q 0 SZ -4 4 W5X4 o W3X8 a W1 5X4 !A 4 a w W4X4(F1) o W5X12 W5X4Es W2X6(A ) s z 1-0-0 w -r"- z 3-5-4 4-2-6 3-4-6 3-2-10 4- - 0-6 -7-10 3-3-8 4-4-2 3-4-6 4 3-0 3 -0 3-9-0 w 8-0-7 6-2-3 7-9-6 3-3-8 11-11-8 3-0-0 1 3-9-0 22-0-0 Over 2 Supports R-885 W -3.5- R-807 W-2' N N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 18 **WARNING" TINSSEf lEOUI IE EITREME CARE IN FABRICATION, RANKING. SNIPPING, INSTALLING AND pp el,w- O) BRACING. ![f IN TO MIB•91 (HANDLING INSTALLING AND $RACING), PUBLISHED BY TPI CIRUSS PLATE ` CT INSTITUTE. SBB D'OMFNIO DA., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �[( 07 PERFORMING TIESE FUNCTIONS. UNLESS OTRERWISE INDICATED, TDP COM SMALL RAVE PROPERLY ATTACHED .--. STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT.- FURNISH A COPY Of TRIS OISIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G'Y 7 n PRODUCTS [NC. SHALL NOT BE RESPONSIBLE f0! To DEVIATION FROM THIS DESIGN: All FAILURE TO N BUILD TME TAASSES IM CONFORMANCE MITI TPI; OR FABRICATING. MANGLING, SNIPPING, INSTALLING AND ALPINE BlACINS OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN C. [PECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL►INE y T C-3 CONNECTOR$ ME MADE OF ZOGA ASTM A653 GRID GALV. STEEL, EXCEPT AS ROTEO. APPLT CONNECTORS TO �O C/J EACH FACE OF TANGS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIRECTOIS PER e� DRAWINGS 160 A•I. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EROINEERING •MMS �glI1tYNCd PID&1CYS. Il10 lE[►ORSIB ILITY . SOL EIT TON THE TRUSS COMPONENT DESIGN .SHOWN. THE SUITABIl17Y AND USE OF TNIS I4 BBDO C A 938a CONPONEMT f0R ANT ►ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DLSIGAER, PEA eVr Alfl/Tri 1.199[ SECTION E. - UTTE COUNI f i` 01LDING DEPARTS EN' Aubqj CA/ -/1/-/-/-/•F TC LL 16.0 PSF TC DL 14:0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale—.25N/Ft. REF R427--82590 DATF 09/27/99 DRW CAUSR427 99270023 CA -ENG AEB/CWC SEON - 159221 FROM E.D (LATILE;LEE/AHRENS 'TILE ROOF' - T-35 COFF/M/HIP TOP CHORD 2x6 DF -L SS :T1 2x4 DF -L #1: BOT CHORD 2X4 DF -L #1-:B4 2x6 DF -L SS: WEBS 2x4 DF -L Standard :W15 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. ADDITIONAL LOADS -------------------------------------------------------- TC - From 120 PLF at 22.00 to 120 PLF at 32.79 BC - From 22 PLF at 22.00 to 22 PLF at 32.79 BC - 1205 LB Conc. Load at 22.00 'SB] [1 -PLY]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (H)RECOMMENDED CONNECTION FOR TRUSS T-7 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. W1.5X4 8 W1.5X4 B ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.O_g_na11s BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 32.500' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SIZE 9 GRADE AS CHORD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W06- - W3X10 06- W3X10 W3X6 Em W4X4 a W4X4 - W2_ 5X4 EES W5X6 - W6X8 - Br v T1 W3X8(v o (A) (A) 5-4-4 a W15 F1. t L p W5X8 iG34 -O-D a J 4 W5X8 W4X4 4 84 w 6E D z W5X8(F1) HS514 R HS416 W5X6 s W6X8 g W4X II z 1-0-0 0'O 4u r T.E a 10-11 4 21-10-4 (���� c0UN7 13-3-8 11-11-8 3-0-0 14-6-8 G DEQ 6 �4 32-9-8 Over 2 Supports �� R-1944 N-3.5' R-3284 W-3.5" A c fJ IT N N PLT TYP. High Stren th Wave TPI -95\R Desi n Criteria: TPI(ST 1 CA - 1 - - - F Scale —.1875"/Ft. IIWMM(MO•• TRUSSES REQUIRE [[n ENE CARE 11 FANNICAT]OI HANDLING: SXIPPIM6, IYSTAIIING AND E TC LL 16.0 PSF REF R427--82591 ENA BRACING. REFER TO 118•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS MATE rn usTlrott, BBT D ownto DN., wtTE zoo. Nw1soN. YI an9), Pot SAFETY PRACTICES ft100. 10 TC DL 14, 0 PSF DATE 09/27/99 p7 frar"MINO THESE FUCTION S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ---. STRUCTURAL PANELS, BDTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 41610 CEILING. ^IMPORTANT'• FDRNTSB A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 199 BC DL 7.0 PSF DRW CAUSR427 99270047 C� _ PIUDICTS. ItC. SHALL ROT DE RESPONSIBLE FOR ANY OFIIATION FROM THIS DESIGN; ANT FAILURE TO N BUILD THE TRUSSES 14 CONFORMANCE WITH TPI: Olt FABRICATING. HANDLING, SHIPPING, INSTALLING AND 5 ALPINE BRAC IRS OF TtOSSFS. THIN DESIGN CONFORMS VITA u1LICABLf rROg31oN3 of NDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC 00 SP[CIIICATIAR (MACE Of BY TNF AMERICAN FOA[Si AND PAPER ASSOCIATION) D. PP ALPINE * TOT.LO. 37. p. PSF SEAN 159363 W ' CON N[CTOIS ARE MAGE Of EOSA ASTM ASS] Nap SALT. STEEL. fCCI/T AS NOTED. APPLY CONlI[Ci0N5 TO [/] EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED BN THIS Of SIGN, POSITION CDNYECTOtS PER DNAVINGS 160 A -I. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR . FAC. 125 . FROM E . D •`�N�m• �� •�+w Ploducls, Inc. COMPONENT tLITY FOR ANYLELY FOR PARTICULARETRUSS BDILDINO ISDNENT DESISHOwl. TOE TNE RES►OASIBILITY OF THE BUILDING SUITABILITY DESIGNER. PER THIS SaQmmomo 6495828 ANS11TPI 1-1995 SECTION E. SPACING 24.0' (LATILE-LEE/AHRENS "TILE ROOF" NT -16 COFF/MONO/HIP [10'SB] W -HVAC LOADS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBNITTEO BY TRUSS MFR. TOP CHORD 2x4 DF -L.#1 BOT CHORD 2x4 OF -L �1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** � - - WEBS 2x4 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. (A)- CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN-LIEU.OF RIGID SHEATHING USE PURLINS TO BRACE TC, TRUSS SUPPORTS 240! MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; @ 24.00' OC, BC @ 72.00" OC. o UNIT WIDTH 02-06-00; SUPPORTED BY 3 TRUSSES. co C=) DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CC) Q RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. z 10 PSF BC.LIVE LOAD PER UBC. W3X6ia W4X4 ,0 W2.5X4 1m W3X4 Ea W2.5X4 w W4X4 $ W1.5X4 II W3X6 0 (A) 6-8-4 0 a 5X6 w4 Ba w 4 W3X8im w 4 W5X4 8 W4X4 8-0-0 z W3X8(F1)-s$ W5X4� W4X4,m z a w, z 3-5-4 6 2-6 me 5-5-10 3-0-0 1 4-7-2 4-0-14 3-3-8 6-4-Z 5-7-6 3-0-0 5-2-8 9-4-0 10-0-0 22-9-8 COU' 3-3-8 11-11-8 3.0-0 14-6-8 .71LDIN�®pp Q�ppp 32-9-8 Over 2 Supports '.�G DEPAFIV'lp R-1307 W-3.5" R-1304 W=3.5" Nvpm L ci, PLT TYP. Wave TPI -95 R Desi n Crlteria:.TPI STD 18 CA - 1 - - F Scale —.1875"/Ft. I `*WARNING"` TRUSSES ACQUIRE EXTREME CARE IN FABRICATION, IANDL116, SHIPPING, INSTALLING AND p CT - BRACING. REFER TO "10.91 (NAHOLIM6 INSTALLING AND BRACING), PUGLISMED NT TFI (TRUSS PLATE . ` TC L L 1 6 . 0 -PSF REF R 4 27 pT _ INSTITOTE,SB7 D'OMOFAIO DN., SUITE ZOO. MADISON. MI 17719), FDR SAFETY PRACTICES PRIOR TO CT 'PEAFORMING THIS[ FUNCTIONS. UNLESS OTIERVISE INDICATED. TOP CHORD SHALL HAVE PROFERLY ATTACHED - TC OL 14.0 PSF DATE 09/27/99 ^.. STRUCTURAL PANELS, BOTTOM CHORD SNAIL NAME A PROPEALT ATTACHED RIGID CEILING. "IMPORTANT— FINNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 'O _ BC DL 7.0 PSF DRW CAUSR427 99270024 - - PRODUCTS. INC. SHALL MDT BC RESPONSIBLE f0A ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 N 6� 'BUILD THE TRUSSES 11CONFORMANCEMITA TPI, 00 FABRICATION;. HANDLING, SHIPPING. IMSTALLIRC AND 5 a - ALPINE GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICA9LE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC _ t= SPEC('KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE NADI OF FOGA AST" A653 6110 QALY. STEEL. EltfPT AS NOTED. "PLY CONNECTORS TO ' * * TOT. LD. 37.0 PSF SEAN - 159377 CJ7 'EACH FACE OF TRUSS, AND UNLESS OTREAMISE LOCATED OB THIS DESIGN, POSITION CONNECTORS PER y�,�.,�.�-Dy,,,,,,,a,N,,.�_._ ORAMIRGS 160 A -Z. TIE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFCSSIONAL ENGINEERING DUR .EAC . 1 .25 FROM E.0 � ac"rS�oo CA 9 M COMPOMENTRISPOISIIILITY FOR AIYLILY ►AATICfLARETRUSS BUILDING 13 TIETREESIGN SHOWN. TUC SPONSIBILITY Of TWE BUILDINGITY AID USE DESI" CO. PER THIS �"� 95 8 AAS17ToI 1.1995 SECTION E. - SPACING 24.0" 1 C— a C=:) o0C -0- 0 CD E-• U Q O a TZ. A w W3X8(F1) Ts W6X8sa W1.5X4 10 z I•o-o . (LATILE-LEE/AHRENS 'TILE ROOF' - T-17 PIGGY/1 TOP CHORb 2x4 DF -L J1 :T2 2x4 OF -L #I&Bet.: BOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC @ 12.00' OC. RIGHT END.VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W3X8 s W2X4 UI WU4,s W2.5X4 W4X4 s W2.5X4 4%, —T e W3X8 Ea 10-4-7 8-0-0 ET-- /7' y) N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 CA 1 - - - F Scale —.1875"/Ft. ••NARNG. TRUSSES REa6lRE EILING CARE 11 FABRICATION. HANDLING. SHIPPING. iNSTALLIN6 AND �CfE TC LL 16.0 PSF REF R427--82593 lc i - NRAC WARNING— REFER TO NI 91 (NANOl116 INSTALLING ANII TION. R).LING. PUBLISHED BY IYPTNG (TALLTRUSPLAT( O'O1OFAIO OR., C77 RACTICES PNIGR To PElFO1MIN6 THESE FUNCTIONS. UNLESS TOTYElYIS MADISON,I DICATEO, TOP ICHORD fOSHALL FHAVE ETY ►PROPERLY ATTACHED F ---. STNUCTuau PANEL S, BOTTOM CHORD SHALL HAVE A PROPERLY A1TAfJCD AI6f0 CEILING. TC DL 14.0 PSF GATE 09/27/99 '•IMPORTANT'• fURYISR A COPY OF 7tl13 DESIGN YO THE INSTALLATION CONTRACTOR. AL/INE EIGIREEpED �9 5 BC OL 7.0 PSF DRW CAUSR427 99270025 C— PRODUCTS, INC. SMALL NOT Of RESPORSIBLE FOA ANY DEVIATION FROM THIS DESIGN; AIT FAILUNE TO N lBILD THE TRUSSES 11 CONFORMApCE WITH TPI; ON FABRICATING, RANKING. SNI►PING, INSTALLING AND AL P I N E /RACING OF TRUSS(S. THIS DESIGN COIfORIIS MITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN BC LL 0.0 PSF CA ENG AEB/CWC Gr SP[CIfICATS OR POBIISNCD OT THE AMERICAN f01E5T AND PAPER ASSOCIATION) AND 7P1. ALPINE * * TOT. LD . 37.0 PSF SEON - 159398 w CONNECTORS ARE MADE OF EDOA ASTM AOS] 6110 GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACN FACE OF TRUSS. AND UNLESS OTHER IIS( LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAYINGS 160 A•I. THE SEAL 01 TRIS DRARIYR INDICATES ACIGN SHOWNCEPTANCE OF PROFESSIONAL IRA IREE0.1 N0 D UR .FAC . 1 . 2 5 FROM E . D �Y p�� ASM' �'• COMPONENTRESPONSIBIFORYANYL►ARTIILT CULAREBUILDINGOISOTHENE TRESPONSIBILIIT O► TAE BUILDING DESIGNETHE SUITA31LITY AND R. I4 T1I5 ".95$2$ AN SIFTPI 1.1995 SECTION E. SPACING 24.00 1 z 3-5 4 4 3 3 7-11-2 PIC 2 9 3 3 1-8 6-11 8 5-10-10 O 0 3-3 8 4-4-15 7-6-9 3 0-0 3 3 4 6-11-8 6-6.4 -�'�.JFrE C"�l�t�w 0 16-0-0 18-0-0 0_ y i-3-3-8 11-11-8 3-0-0 35-0-0 Over 2 Supports 16-9-0 (44JILDING I R-1371 Wm -3.5- R-1283 W-3.5" CXDa CV N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 CA 1 - - - F Scale —.1875"/Ft. ••NARNG. TRUSSES REa6lRE EILING CARE 11 FABRICATION. HANDLING. SHIPPING. iNSTALLIN6 AND �CfE TC LL 16.0 PSF REF R427--82593 lc i - NRAC WARNING— REFER TO NI 91 (NANOl116 INSTALLING ANII TION. R).LING. PUBLISHED BY IYPTNG (TALLTRUSPLAT( O'O1OFAIO OR., C77 RACTICES PNIGR To PElFO1MIN6 THESE FUNCTIONS. UNLESS TOTYElYIS MADISON,I DICATEO, TOP ICHORD fOSHALL FHAVE ETY ►PROPERLY ATTACHED F ---. STNUCTuau PANEL S, BOTTOM CHORD SHALL HAVE A PROPERLY A1TAfJCD AI6f0 CEILING. TC DL 14.0 PSF GATE 09/27/99 '•IMPORTANT'• fURYISR A COPY OF 7tl13 DESIGN YO THE INSTALLATION CONTRACTOR. AL/INE EIGIREEpED �9 5 BC OL 7.0 PSF DRW CAUSR427 99270025 C— PRODUCTS, INC. SMALL NOT Of RESPORSIBLE FOA ANY DEVIATION FROM THIS DESIGN; AIT FAILUNE TO N lBILD THE TRUSSES 11 CONFORMApCE WITH TPI; ON FABRICATING, RANKING. SNI►PING, INSTALLING AND AL P I N E /RACING OF TRUSS(S. THIS DESIGN COIfORIIS MITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN BC LL 0.0 PSF CA ENG AEB/CWC Gr SP[CIfICATS OR POBIISNCD OT THE AMERICAN f01E5T AND PAPER ASSOCIATION) AND 7P1. ALPINE * * TOT. LD . 37.0 PSF SEON - 159398 w CONNECTORS ARE MADE OF EDOA ASTM AOS] 6110 GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACN FACE OF TRUSS. AND UNLESS OTHER IIS( LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAYINGS 160 A•I. THE SEAL 01 TRIS DRARIYR INDICATES ACIGN SHOWNCEPTANCE OF PROFESSIONAL IRA IREE0.1 N0 D UR .FAC . 1 . 2 5 FROM E . D �Y p�� ASM' �'• COMPONENTRESPONSIBIFORYANYL►ARTIILT CULAREBUILDINGOISOTHENE TRESPONSIBILIIT O► TAE BUILDING DESIGNETHE SUITA31LITY AND R. I4 T1I5 ".95$2$ AN SIFTPI 1.1995 SECTION E. SPACING 24.00 1 (LATILE-LEE/AHRENS "TILE ROOF' - T-18 PIGGY TOP CHORD'2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE.LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00' OC, BC @ 72,00" OC. - RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2X4 IB W2.5X4 o W3X8!a W4aa W2.5X4 41, 9 (A) (A) o a cam, w w W1.5X4 a W3X8E3 W1.5X4 a W3X4r� z W3X6 (B1) Is W3X6 W3XB E7 � z w w 1-0-0 �- Lr 16-0-0 I 18-0-0 35=0-0 Over 2 Supports Ra1371 W-3.5' R-1283 W-3.5" N N PLT TYP_ Wave TPI -95 R Des1 n Criteria• TPI STD 10-4-7 -0-0 COUNT,, GILDING Appma 18 I —WARNING-- TIINSSES REQUIRE E2TIEMI CAIS is FABRICATION. NAIDL IN/. SHIPPING, INSTALLING AND p� IRAC110. REFER TO NIB•91 (HANDLING INSTALLING AND BRACINq, PUBLISHED By IPI (TRUSS PLATT �.O� Q/r�- TC LL 16.0 PSF [T 11$IITUTE. $BS D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOB SAF[Tl PRACTICES PRIOR TO __''::ll p7 PER THESE FUNCTIONS. UNLESS OTHERWISE IND TOP IDP CHORD SMALL DATE PROPERLY ATTACHED TC D L 1 4.0 P S F _ .STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••INPORTABT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATIOW CONTRACTOR. ALPINE ENGINEERED L� PRODUCTS. INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO B C DL 7.0 P SF a ILD Tiff 04:1TPI: 02 TING. HANDLING, RUSSES 711 NG ALPINE RRACIN& OFTTRUSSES`■ COTHIS DESIGNICONFORMS WITH APPLICABLE PROVISIONS SOfPIDSG(NATIONALIDESIGNB C L L 0.O P S F L1SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND ►APER ASSOCIATION) AND ITT. ALPINE . W CONNECTDRS ARE MADE OF FOGA ASTN ASS3 U40 HALT. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO TOT. LD . 37.0 PSF [/J IACD FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED 01 IN]$ DESIGN, POSITION CONNECTORS PER OL AYI NGS 160 A•1. THE SEAL OA THIS DRANI96 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .FAC . 1.25 Alpine &gW Ild � j RESPONSIBILITY SOLELY FOR THE TRUSS CORPONEWT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . S=b=bi CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER AI SI/DI 1.1998 SECTION Z. SPACING 24.0" Scale --1875'/Ft. REF R427--82594 DATE 09/27/99 O R W CAUSR427 99270026 CA -ENG AEB/CWC SEON - 159408 FROM E.D C=:, N a 0 o 0 z (L.AT1LE-LEE/AHRENS "TILE ROOF' - T-19 PIGGY/CARR [I -PL TOP CHORD 2x4 DF -L #1 BUT CHORD 2x6 DF -L SS :82 2x6 DF -L #2: . WEBS 2x4 DF -L Standard :W12, W14, W15 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAD NOTE: SIMPSON HUS26. SEE CATALOG C-PT99 RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. ADDITIONAL LOADS -------•-----_------.---------------------------------- TC From 60 PLF at 17.00 to 60 PLF at 25.00 BC - From 58 PLF at 17.00 to 58 PLF at 25.00 BC - 1104 LB Conc. Load at 11.00 BC - 740 LB Conc. Load at 25.00 W2.5X4 *� W3X6 0 8 r-. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC 0 24.00" OC, ALL BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X80W4X48 W2.5X4 W5X4 (A) ZW2.5X40 (A) E-• (A) ra a W4X4(C3) I3. W4X6 (C3) Gs w a B2 w W1.5X4 N W2.5X4 NisW5X8 To W5Uea x W3X4 W5X4 Es W7X6 G3 � z w W10X10 W H Ea -) 8 W2X4 Q (A) A) W15 (A) 10-4-7 12 (A) W14 (A) fl 8-0-D W7X8 sa W6X6 Go I W -00 Z - R; 16-0-0 i 18-0-0 i D JUT Couvri 35-0-0 Over 2 Supports ILDING DEPAR MENC I R-2538 W-3.5" R-2904 W-3.5"; -Off Vin N cli PLT TYP. Wave TPI -95 R Dest n Crlterla: TPI STD' _•WARNING-• TRUSSES REOUIIE EITRINE CARE IN FABRICATION, HANDLING, SIT►PING, IISTALLIIO AND CM IA ACING. WARNING-RE, ER TO "T11-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O>• 1:SYITOTE. 587 O'ONOFAIO ON- SUITE ZOO. MADISDN, WI 33)19), FOR SAFETY PRACTICES PRIOR TO _ t73 PERIORMINB THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOAD SNAIL NAS( PROPERLY ATTACHED .--. STRUCTURAL PANELS, BO TiOM CHORD SMALL IAYE A PROPERLY ATTACHED 81610 CEILING. -INPORTAMT-- FO0.11SN A COPY OF TNIS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED C� PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO N ALPINE BUILD THE TRUSSES 11 CONFORMANCE MITI TPI; 01 FABRICATING, DANDLING, SHIPPING, INSTALLING AND DNAUIB OF TRUSSES. THIS DESIGN CONFORR$ WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN Q-, SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE r-3 COIIECTDRS ARE MADE OF FOGA ASTM A653 GR40 GALT. STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO [n EACR FACE OF TRUSS, ANO UNLESS OTHERWI S( LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z. -TIE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIp(a Engueaed P[oducm w RE SPORSIBILITY SOL ELT FOR THE TRUSS COMPONENT DESIGA SHOWN. THE SUITABILITY AND USE OF THIS SBvemWA CA ---- COMPONENT TOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ARSI(TPI 1.1995 SECTION Z. iESSIp,�,� TC LL 16.0 PSF fco)tlol TC OL 14.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LO. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale -.1875"/Ft. REF R427--82595 DATE 09/27/99 DRW CAUSR427 99270048 CA -ENG AEB/CWC SEAN - 159476 FROM E.D (IATILE-LEE/AHRENS 'TILE ROOF" - T-20 TOP CHORD 2x4 OF -L #1 c— BOT CHORO'20 DF -L #1 \ WEBS 2x4 DF -L Standard N I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC "ci @ 24.00' OC, BC 0 72.00' OC. 0 W1.5X4 lU DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co - 00o W2.5X4 AA END VERTICAL(S) MAY NOT BE EXPOSED TO WINO PRESSURE. 0 10 PSF BC LIVE LOAD PER UBC. z 8r W2.5X4 o (A) (A) (A) 16-11-6 �A10-4-7 (A) IA� U (A) a A O LY•. Gr A W w -0-0 z W1.5X4 IB W2.5X4 a W2.5X4 m z w w z - 6 �c— 9 10-6 Over 2 Supports R-365 W-3.5' R-365 W-2' N N PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 ( ••YARNING•• TRUSSES RIODIAE EXTREME CARE IN FABRICATION, MANDl I1G. SNIP►I1G. INSTALLIIB AND O7 BRACING. REFER TO YIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 IRSTITNTE. SBS D'ONOFRIO DR.. SUITE 200, HAOISOI, YI 9)T19). PON SAFETY PRACTICES PRIOR TO p� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICTED. TDP CHORD SMALL HAVE PROPERLY ATTACHED ^. STRUCTURAL PANELS. B07TOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANT" fUK1IS" A COPT OF THIS .1.11 TO TBE INSTALLATION CONTRACTOR, ALPINE ERGINEEI(0 C� f10DUCTf. INC. SHALL NOT B( RESPONSIBLE FDA All DITIATION FROM THIS DESIGN; ANY FAILURE TO N A L PINE BUILD THE T10 SSES IN CGZFORMANCE WITH TPI; OA FABRICATING, HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of HOS (NATIONAL DESIGN �1.. SPECIFICATION PUBLISHED BY THE ARERICAS FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W CORHECTORS ARE MAOI OF 20" ASTM AGS) 6040 GALT. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO c/] EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWIXGf 160 A-1. THE SEAL 01 THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1pia FDL�Cd pEpR. ( RESPDX5IBI LITT SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWY. THE SUITABILITY AND OSI OF THIS E0. (� 95828 COMPONENTFOR ANY PARTICULAR BUILDING 13 THE 1I3PONSISILETY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION Z. rT-E cC)UW e y LDENING DEPART°%Ete; 1 CA/ -/11-/-/-/F Scale —.1875"/Ft E9a/p/ TC LL 16.0 PSF REF R427--82596 TC DL 14.0 PSF DATE 09/27/99 6 BC DL 7.0 PSF DRW CAUSR427 99270027 r BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 37.0 PSF SEAN - 159426 * DUR.FAC. 1.25 FROM E.D SPACING 24.0° i (LATILE-LEE/AHRENS "TILE ROOF" - T-21 FLT GIRD [1 -PL TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 OF -L Standard ADDITIONAL LOADS -------------------------------- BC - From 178 PLF at 0.00 to 178 PLF at 5.86 W2.5X4 a W1.5X4 w 11-3-0(A) W2. 5X4 m (A) 11-3-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) SCAB BRACE. BOX LENGTH OF WEB MEMBER, SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC 0 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. END VERTICAL(S)_MAY NOT BE EXPOSED TO WIND PRESSURE. TRUSS MUST 8E INSTALLED AS SHOWN WITH TOP CHORD UP, THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANSI AT 24" OC.IN LIEU OF STRUCTURAL SHEATHING. ALL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. RECOMMENDED CONNECTION FOR 9-10-6 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99f r� E—' v A 0 rx A W W -0-0 z W1.5X4 im fl- W1.5 N z w w z a �5-10-6 Over 2 Supports R-739 W-2" R-739 W-2" .o N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD ""WARNING"` TRUSSES AEOUIRE EITRELIE CARE 10 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (RANDLIR& INSTALLING AND BRACING), PUBLISHED 9T TPI (TRUSS PLATE . p7 INSTITUTE. 303 O'ONDFEIO DR., SUITE l00. MADISOR. NI 61719) FOR SAFETT PRACTICES PRIOR TO C PERFORMING THESE FUNCilm. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL HAI( P&OPIRLY ATTACHED ---.� STRUCTURAL PAl(LS. BOTTOM CHORD SHALL BATE A PROPERLY ATTACHED RIGID CEILING. .. FNRNISN A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED [r- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES162: ART FAILURE TO N BALD TH[ TRUSSES IN CONFORMANCE WITH TPI. 00 FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRA011T OF TRUSSES. TMIS O[SI&N CONIORHS NITM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TRE AK(R1CAA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE MADE OF TO&A ASTM A663 G240 BALI. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO [.n IACtl FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEA OSANINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine F�giDel2Dd p(pdpO(g RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN, TBE SUITABiI TTY AND tlS[ OF THIS SNclameotq CA 9$$jg COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIANER, FFR AI SI TTPT 1-1995 SECTION E. � V_ �UNI �L11111G DEPAP Vii, . APV 1 CA - 1 - - F Scale —.25"/Ft. TC LL 16.0 PSF REF R427--82597 27 95 TC DL-. BC DL 14.0 PSF 7.0 PSF DATE 09/27/99 DRW CAUSR427 99270049 A BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 37.0 PSF SEON - 159446 DUR.FAC. 1.25 FROM E.D SPACING 24.0" - L. r CV im_: 0 0 00 0 z (LILTILE-LEE/AHRENS 'TILE ROOF' - T-22 FLT GIRD TOP CHORD 2x4 OF -L NF1 BT)T CHORD 2x6 OF -L SS WEBS 2x4 DF-L.Standard ADDITIONAL LOADS ------------------------------------------------------ BC - From 302 PLF at 0.00 to 302 PLF at 5.86 W3X4 a W1.5X4 CI W3X4 ss (A) 11-3-0 THIS DWG PREPARED FROH COMPUTER INPUT (LOADS '& -DIMENSIONS) SUBMITTED BY TRUSS MFR PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6. OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND1/180.00 TOTAL LOAD. END VERTICAL(S) MAY NOT BE EXPOSED TO WIND PRESSURE. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24. OC IN LIEU OF STRUCTURAL SHEATHING. ALL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. RECOMMENDED CONNECTION FOR 16-10-6 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99. E~ U O a W -0-0 z W1.5X4 M WSXB = W1.5X4 11 z . w w - z 5-10-6 Over 2 Supports R-1103 W-2' R-1103 W -2- a 0 N PLT TYP. Wave TPI -95 R Design Crlteria: -- TPI STI --YARNING--Qu RFOUIRE EITAENE CARE 11 FABRICATION, NAHDLTYG. SHIPPING. IRSTALLINA A10 Qj BllClli. ltrER TO NIB•P1 (MAHOl IN6 INSTALLING ANO. BRACING). PIALISBED BY TPI (TRUSS PLATE L7J IIITITOTE, SBS D•ONOFRIO DR.. SUITE 200• MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO Q� PERFOANING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --I"PORTANT-- FURNISH A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Lam: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM TOTS DESIGR: ANY FAILURE TO N BUILD TME TRNSSES IR CONFOANANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALt1NG AND ALPINE ORACINA OF TAUSSES. TATS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN P.. S►ECIFICATI OH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE NADI OF 2DGA AST" A6S51 GA40 GALT. STEEL. EECE►T AS NOTED. APPLY CONNECTORS TO C/] EACH FACE OF TAD SS. AND UNLISS OTHERWISE LOCATED OR THIS 1) TN.-POSIYION CONNECTORS PER �DUAAMIkGl60 A•1. .INE SEAL ON THIS DRAWING IND[GATES ACCEPTgCE OF PAOFLSSIONAL EYGIIEEAING Alpine Products. IIID. LITY SOLELY FOA TOE TRUSS COMPON14T DESIGN SHOWN, THE SUITABILITY AND USE OF THIS SBaBmmto. CA 958]8 TOl ART PARTICOLAI BOILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA .1095 SECTION 2. &JTTECOUNI Eft l-LDg�G DEPAI"MIEN" Ali ti 1 CA - 1 - F E8a/pr TC LL 16.0' PSF TC DL 14.0 PSF 5 BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale-.25*/Ft. REF. R427--82598 DATE 09/27/99 DR W CAUSR427 99270050 CA -ENG AEB/CWC SEAN - 159456 FROM E.D 1 0 z W1.5X4 t \\(A) 11-7-6 r� z3 v A O Q.. Fa w 8-0-0 w W2:5X4 z W2X4(A1) Na v W2. 5X4 on p- I -o -o 16-10-6 Over 2 Supports r R-102 N-3.5' Rm610 N-2'Ape �u gE w 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - - F Scale -.25' Ft. I—WARNING-- TRUSSES REQUIRE ESTAENE CARE IN G ANDAT10R. HANDLING. SHIPPING. TPI, IMs7µl[R6 A10 Es TC LL 16.0 PSF REF 8427--82599 77 BRACIIG. REFER TO HIB•Pl (HANDLING 1057µl1,6 AND BMCIN6). PUBLISHED By TPI (TRUSS /LATE T INSTITUT(. $63 O'ONOFAID DR., SUITE 200, MADISON. 41 53111), FOR SAFETY PRACTICES PRIOR TO T - PERF ORRERG THESE FUNCTIONS. UNLESS OTHERWISE IRDIWTED. TOP C. SMALL HAVE PROPERLY ATTACHED �♦ TC D L 14.0 PSF DATE 09/27/99 • '--' - STRUCTURAL PANELS, B0770M CHORD SHALL HAIE A PROPERLY ATTACHED RIRIO CEILING. •IMPCATA4T•- FURN130 A COPT Df THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 7.0 PSF DRW CAUSR427 99270028 ALPINE L P I N E BUILD THE TRUSSES IN COAFOAMANCE NITH TPI; OR FANAICATING. AAAOLIRG. SHIPPING, INSTALLING AND BRAC IRC 0/ TRUSSES. THIS DESIGN CONFORMS WIT■ APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN * * BC LL 0.0 PSF CA -ENG AEB/CWC �-'7 SPECIFICATION PUBLISHED BT TOE AMERICAN FOREST NO PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS uE MADE QF02019A ASTM A653 6140 6ALV. STE[l. EACEPT AS NOTED. APPLY CONNECTORS TO TOT. LD- 37.0 PSF SEON - 159431 EACH FACE OF TRUSS, AND OILESS OTHERWISE LOCATED ON THIS DESICN. POSITION CONNECTORS PEA ORAWINBS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIRG OUR, FAC, 1.25 FROM E. D AlpimEngiENeaedplV)�ICIN ]� RESPONSIBIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,SBgi>mODI0, CA 9582 COMPOlfkT PDA ANY PARTICULAR NOILDIMG IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0° ANSI IT►) 1.1113 SECTION 2. ILnlll[ LEE/AHRENS 'TILE ROOF` T-23 MONO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. r TOP CHORD 2x4 DF L1 BOT CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 93- @ 24.00" OC, BC @ 72.00" OC. 0 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 0 m 10 PSF BC LIVE LOAD PER UBC. W1.5X4 a _ 0 z W1.5X4 t \\(A) 11-7-6 r� z3 v A O Q.. Fa w 8-0-0 w W2:5X4 z W2X4(A1) Na v W2. 5X4 on p- I -o -o 16-10-6 Over 2 Supports r R-102 N-3.5' Rm610 N-2'Ape �u gE w 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - - F Scale -.25' Ft. I—WARNING-- TRUSSES REQUIRE ESTAENE CARE IN G ANDAT10R. HANDLING. SHIPPING. TPI, IMs7µl[R6 A10 Es TC LL 16.0 PSF REF 8427--82599 77 BRACIIG. REFER TO HIB•Pl (HANDLING 1057µl1,6 AND BMCIN6). PUBLISHED By TPI (TRUSS /LATE T INSTITUT(. $63 O'ONOFAID DR., SUITE 200, MADISON. 41 53111), FOR SAFETY PRACTICES PRIOR TO T - PERF ORRERG THESE FUNCTIONS. UNLESS OTHERWISE IRDIWTED. TOP C. SMALL HAVE PROPERLY ATTACHED �♦ TC D L 14.0 PSF DATE 09/27/99 • '--' - STRUCTURAL PANELS, B0770M CHORD SHALL HAIE A PROPERLY ATTACHED RIRIO CEILING. •IMPCATA4T•- FURN130 A COPT Df THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 7.0 PSF DRW CAUSR427 99270028 ALPINE L P I N E BUILD THE TRUSSES IN COAFOAMANCE NITH TPI; OR FANAICATING. AAAOLIRG. SHIPPING, INSTALLING AND BRAC IRC 0/ TRUSSES. THIS DESIGN CONFORMS WIT■ APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN * * BC LL 0.0 PSF CA -ENG AEB/CWC �-'7 SPECIFICATION PUBLISHED BT TOE AMERICAN FOREST NO PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS uE MADE QF02019A ASTM A653 6140 6ALV. STE[l. EACEPT AS NOTED. APPLY CONNECTORS TO TOT. LD- 37.0 PSF SEON - 159431 EACH FACE OF TRUSS, AND OILESS OTHERWISE LOCATED ON THIS DESICN. POSITION CONNECTORS PEA ORAWINBS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIRG OUR, FAC, 1.25 FROM E. D AlpimEngiENeaedplV)�ICIN ]� RESPONSIBIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,SBgi>mODI0, CA 9582 COMPOlfkT PDA ANY PARTICULAR NOILDIMG IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0° ANSI IT►) 1.1113 SECTION 2. (LATILE-LEE/AHRENS 'TILE ROOF' - T-24 PIGGY/CARR [I -PL TOP CHORD 2x4 DF -L $1 BOT CHORD 2x6 DF -L SS :82 2x6 DF -L #2: WEBS 2x4 DF -L Standard :W12, W14, W15 2)i4 DF -L $1: :Lt S11der 2x6 DF -L $2: BLOCK LENGTH - 1.500' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS TC From 60 PLF at 17.00 to 60 PLF at 25.00 BC - From 58 PLF at 17.00 to 58 PLF at 25.00 BC 1104 LB Conc. Load at 17.00 BC - 740 LB Conc. Load at 25.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAD NOTE: SIMPSON HUS26. SEE CATALOG C-PT99 10 PSF BC LIVE LOAD PER UBC. c� V A O a Q.. A C-3 m w w z z C-1 w T1. o.. c� N PLT TYP. wave TPI -95 R COD( C7") O) N p.. w c/] W3X4 W3X6(C6) EIN W3X6 (Al) THIS DWG PREPARED F INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. (B) 2 SCAB BRACES. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE TO EACH FACE W/IOd NAILS @ 6' OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 72.00" OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W5X8 O W4X4 H W2. 5X4 Em W5X41ts W7X6 wlOXlO ftp W2X4 it I15 �A) 10-4-7 -0-0 W1.5X4 p W2.5X4 n W5X8 ® waa° a -- W7X8 = W4X4 W5X4Ea W7X6 im W6X6 » TTE CouN i I-o-Oi- O L� 16-0-0 i _ 18 -0-0 rLi� o DEPAR o 35-0-0 Over 2 Supports aVE R-2564 Wa3.5' nneinn rnit—i— TDT/CTM 10 ')-A rA Y_ I )_ )_ ) ,r • - A L PINE ,e:7 AA11,,�� yy��,,,,��JJ pp,,..,,�,1,,,,,,,,..,,,, �"Y��"D"�w"""� O''���g "WARN NO— TRUSSES REQUIRE FITREME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND 1IACl lR. REFER TO MID -91 (HANDLING INSTALLING AND 611ACUq. POBL ISHED BY TPI (TRUSS PLATE 11STITUTE. 507 O.ONOFNlO OR., SUITE 200• MADISON, NI 57719), Fol SAFETY PRACTICES PRIOR TO P[EFORMIIB THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $BALL MAY[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 81610 CEILING. IMPORTANT-- FUNNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALFIIE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATIOR FROM THIS DESIGN; ANY PAILURE TO BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. INNS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN - SPECIFICATCONNECTORS OR PUBLISHED BY iM[ AMERICAN FOREST AND PAPER ASSOCIATION) NOT AND TPI. ALPINE CONNECTORS FACES F T MADE OF YOGA ASTM OA653THERWISE 6Is0 GALT. STEEL, ETES►T AS POSITION ORSNECT0IS TO• EACH FACE OF TRUSS, ANDDRESS OTMERY I$C LOCATED DM THIS DESIGN, POSITION CONNECTORS ►fl CONNECTORS ORAWIIGS 160 A -I. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CE01V01E1T1►OI ANITT YLELY PARTICULARTHE UILDING IS TOECOMPONENT RESPONSIBILITY OF TIE BUILDING DESIGNER. USE PER THIS AIG17T►I ]•IP9S SECTION 2. - FE A ��Nffffff * * TC LL 16.0 PSF TC DL 14.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF - REF R427--82600 . DATE 09/27/99 DRW CAUSR427 99270051 CA -ENG AE B / CWC: SEQN - 159495 DUR .FAC . 1.25 FROM. E. D SPACING 24.0• Y {L,A7ILE-LEE/AHRENS-".TILE ROOF" - T-25 PIGGY/COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TIOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard cn N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 0 10 PSF BC LIVE LOAD PER UBC. Co 0 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 72.00" OC, RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2X4 N W2.5X4 roW2.5X4 � W3X8 ® W3X4 � —I 8 10-4-7 �' 2 H (A) (A) Q a a� A W e-0-0 Yx N2X44 W1.5X4 AI W3X8a W1 5X4 IA W3X4E3 z W2.5X4 (A1) im W3X6 G3 W3X8 z r� . z 1 -0_ �•6- TI TTE COUNT �. L. 16-0-0 I 18-0-0 311` =*GILDING DEPARW&TE . �E 35-0-0 Over 2 Supports R-1474 W-3.5" R-1180 W-3.5" Pff A1-0 �� N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - F Scale —.1875"/Ft. C7)-REFE ••VARNIMG** AB TRUSSES REOPIRE EXTREME CARE 11 FABRICATION, MDLII6. SHIPPING. INSTALLING AND BRACING. R TO 0I9•91 (HANDLING INSTALLING AND BRACING)-. PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF REF 8427--82601 p7 rr IN STI MY S83 D•ONOFRIO 04., fU ITS X00, HAD ISDN. YI Sof lt), FORSAFETY PRACTICES PRIOR TO FEkFORMIN6 TtlISE FOYCTIONS. b1lES3 Oi1[IYISE IBDICA7ED, TOP CMDIO SMALL NATE PROPERLY ATTACHED STRUCTURAL ►ARELS. BOTTOM CNORO SHALL -NAVE A PROPERLY ATTACKED RIGID CEILING. '*IMPORTANT'* PUSH[" A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [RGINEERED ti J TC DL 14.0 PSF DATE 09/27/99 Lam- PRODUCTS, INC. SIAM NOT BE AESPONSIBL[ FOR ANY DEVIATIOI,fROM THIS DESIGN; ART FAILURE TO BC DL 7.0 PSF DRW CAUSR427 99270029 N ALPINE BUILD THE TAUS SES IN CONFORMANCE N17H TP 1; 06 FABRICATIRG, HANDLING. SHIPPING, INSTALLING ANO BRACT16 OF TROfSES, THIS DESIGN CO3f0RMS VITH APPLICABLE PROVISIONS OF RDS (RATIONAL OESIW BC LL - 0.0 PSF CA ENG AER/CWC L1. SPECIFICATION PUILISNIO Of TYE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPF. ALPINE * * C-4 - CONNECTORS ARE MADE Of FOGA ASTM A953 6140 GALS. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEON - 159549 EACH FACE OF TRUSS, ANO UNLESS OTMENN]SE LOCATED 01 THIS Of $140. POSITION CONNECTORS PER -l. MeR `N•IN� DRAPINGS 160 A THE SEAL.OR THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY D UR 1.25 FROM E D ({�jpR Lp wm FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND YSE orTHIS- ANSICTLOICULAR BUILDING It TRE RESPONSIBILITY Of THE BUILDING DESI6XER, .FAC . . ,�ST�®� ARSIJTFITI`)O PEA SPACING 24.0 " (LATILE-LEE/AHRENS 'TILE ROOF" - T -26D PIGGY/STEP/DRAG.TRUSS -TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W14, W15 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. . WARNING: FURNISH A COPY OF THIS ONG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE -WARNING` NOTE BELOW. THE MAXIMUM HORIZONTAL REACTION IS 6564¢ -- FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, 3,045,810, OR 5811-670. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** NEGATIVE REACTIONS (R--2108# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD'LOAD.- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 132.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. OIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD, TRUSS ABOVE W4X4 ® W1.5X4 AI —1 W7X84i W6X8s W3X8= W6XB.ap I 2.6 D W4X6 o W15 W2.5X4 W06 (A) A) (A) (A) ) e 2. 5X4 W6X8,0 (A) A) (A) A) ( ) a W1.5X4 W1a W3X10 (B3) az (A) gg W3X8 1-0-0 W3X6 SHE -0-0 W3X6 (B1) W6X6 .W5X8 W4X6 EM W3X10 la W4X4 EI . W6X6 W6X12 W1.5X4 W W2.5X4 a W1.5X4 It - W5X12» W1.5X4 'W . z 1.°�° 5-0-0�� _I 18 - 0 - 1 O -D ,,r 16-0-0 I 18-0-0 I 14-6-0fiJILDI N ��. 48-6-0 Over 3 Supports R-3119/-2108 Wa3.5' R-204 PLF W-10-0-0 Rh -97/-108 RH-+/-656 PLF OVER .1'0-0-0 SHEAR WALL R-2034/-1189 W-3.5" - Eli nL, z N.. .. .. C'7- N PLT TYP._ Wave TPI -95 R Design Criteria: TPI STD 19 CAI—/I -/-/-/F Scale -.125" Ft. - Oj _ • —WARRING— TRUSSES REQUIRE EITRENE'CARE In FABRICATION. HANDLING, SMIPFIAG, INSTALLING AND. - BRACIN6. REFER TO NIO.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. TC LL 16.0 -PSF REF R427--82602 C77 C77 INSTITOTE.. 603 0'11.IO ON,. SUITE TOO. MADISON, AI S3110). FOR SAFETY PRACTICES PRIOR TO PfRlONMING TEES( FUMCTIORS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE_PROPERLY ATTACHEDTC STRUCTURAL PANELS. BOTTOM DL - 14 ,Q PSF DATE 09/27/99 CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. ")MPCTS. I C. FUINHALL NO A COPT OF THIS OE SIGN TO THE INSTALLATION CONTRAtTON. ALPIKE ENGINEERED 9RODUCTS, lRC. SHALL .NOT BE RESPONSIBLE FOR ANT DEVIATION FROM TRIS DESIGN: ANY FAILURE TOBUILD BC OL 7.0 PSFDRW CAUSR427 99270061 ALPINE THE /0.tlSf[i IH C09 ORMANCE WITH TFI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING .AND BRACING DF TAISSES. TMISTOESIBI CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIWBC SOF LL -O.O PSF CA -ENG AEB/CWC C-3 SPECIFICATION F0B116q[0 BY THC AM(R1CAN FORESt AAO P►fEM ASSOCIATION) ANO TPI. ALPINE* - COHMECT0115 ARF BADE OF FOGA ASIA A653 SR60 GUY. STEEL, (ICEPT AS NOTED. APPLY CONNECTORS TO (ACH FACE OF TANSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER TOT. LO. 37.0 PSF SEAN - 19829 AlpmaFjlgjpCQCIII'ro�laB,I1w ORANINGS 160 K-.1. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFORSIBILITT SOLELY FOR THE TRUSS CORPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS FROM E.D _ Baa>sQleob, CA 95828 COMPONENT FOR. ABT PARTICULAR BUILDING IS THE RISPOISIBILITV OF TWE allILDING DESIGNER, PER - ARSIJTPI1199s_s(cnBN:. SDUR.FACPACING SPACING 24.0` 24.0 (LATILE-LEE/AHRENS 'TILE ROOF' T-27 PIGGY/STEP/TSC) TOP CHORD 2x4 DF -L #1 :T4 2x4 DF -L #1&Bet.: BOT CHORD 2x4 OF -L #1 :B2, B3 2x6 DF -L #2: . WEBS 2X4 DF -L ,Standard 0 N , PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 10 PSF BC L-IVE LOAD PER UBC. 0 cn C=) 0 W4X4 4 W3X6 �o THIS DWG PREPARED'FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON•THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 72.00'_OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. .SEE "WARNING• NOTE BELOW. W3X6 ® W4X6 m W3X4 m MlOim W3X8 � W2.5X4 4 (A W5X6,o a (A) A(A 8 o a W7X6 ma B34 4 w 9 0-0 82 W3X14 o W4X4 8A. a W5X4o W6X6a W1..5X4 N -0-0 z W3X6(B1) ii, W6X6, Iraysl� W06(Bl) cti ►L �iv� DEpARI CA - 1 - - F Sc le --125" Ft. w 1 0 0- =e5 -0-0--j . 1-0-0 z 14:0 PSF DATE 09/27/99 p .16-0-0 1B.-0-0 14-6-0 C LL 5-3-8 :1 15-4-4 71. 12-4-4 1576-0 OT.LD. 48-6=0 Over 2 Supports SEQN - 159576 UR.FAC. Ra2075 W-3.5" R=1638 W'3.5" w 24.0" N `PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 I p� —WARNING**TRUSSES RE0910E EXTREME CARE II FABRICATION, NAMDLING, SHIPPING, INSTALLING AND BRACING. RIFER TO MIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T►I (TRUSS PLATE E T p7 INSTITUTE. SOS D'ONOFRIO OR., SUITE IOD. MADISON. 111 $3719), FOR SAFETY PRACTICES PRIOR TO p7 IERFOAMINS THESE FNYCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SMALL RATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL YAIE T ---. c__: A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH COPY OF TNI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL BE RESPONSIBLE FDR ANY DETIATION FAOM TNI$ OISIGN: ABA B N c A L P I N E .NOT ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPS; OR FABRICATING. HANDLING. SNIPPTNR, INSTALLING AND BRACIN3 OF TRUSSES. TRIS OE SIGH COYFDRMS WITH APPLIC ABI[ PRD1ISION2 OF X05 (NATIONAL oESt6H CJ B C.S-.. W $PEC(FICATION PUBLISHED AT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►[. ALPINE * * cj,a - CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD OALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO T Alpine En&=md �.] S�BHEO. CA 95&28 EAI FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-I.THE SEAL 01 THIS DAANIAG INDICATES ACCEPTANCE OF PAOFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOWR THE SUITABILITY AND USE OF THIS COMPONEFT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BoILIA00 DESIGNER. PER ANSI/TPI 1.1995 SECTION.2. ` D $ ►L �iv� DEpARI CA - 1 - - F Sc le --125" Ft. C LL 16.0 PSF REF R427--82603 C DL 14:0 PSF DATE 09/27/99 C DL 7.0 PSF DRW CAOSR427-99270030 C LL 0.0 PSF CA -ENG AEB/CWC OT.LD. 37.0 PSF SEQN - 159576 UR.FAC. 1.25 FROM .E.D PACING 24.0" rn N C-. (LATILE-LEE/AHRENS "TILE ROOF' - T-28 PIGGY/STEP/TSC/CARR (2 -PL TOP CHORD 2x4 DF -L #1 :T4 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L X11 :B2, 83 2x6 DF -L SS: WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ' o---------------- --------- -------- C:=) TC - From 60 PLF at 9.00 to 60 PLF at 17.00 — BC - From 14 PLF at 9.00 to 14 PLF at 17.00 o BC 440 LB Conc. Load at 9.00 z SBC - 2008 LB Conc. Load at 17.00 ROOF OVERHANG SUPPORTS 2.00.PSF SOFFIT LOAD. DEFLECTION.MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00' OC, BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required EE� NAILING SCHEDULE: (0.131x3.O_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAD NOTE: SIMPSON HUS26. SEE CATALOG C-PT99 W3X8 0 W5X4 m W5 X4 Em W3X10 Ea W3X6 4k, W6X6 is Wt All NOAD $ W:SXB Es w1.0x4 0 9-0-0 8-0-0 W3X6(81) 8 I�2­2- 5-0-0--J 1-0-0 Q -LQ 16-0-0• 18-0-0 14-6-0 5-3-8 1 15-4-4 12-4-4 15-6-0 !E 48-6-0 Over 2 Supports R-4423 W-3.5' - R-2330 W-3.5' N PLT TYP. Wave TPI -._5\R Design Criteria: TPI(ST '•YAR MING•• TRUSS($ REQUIRE EXTREME CARE IA FABRICATION. HANDLING. SHIPPING. INSTALLING AND cy). ARACIR6. 11111 TO BI B•B1 (1AADLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE O) - INSTITUTE. Be7 D•ON0►R10 DA.. S01T[ t00. MADISON, NI S3/19). FDA SAFETY PRACTICES PRIOR TO C77 PERFORMING TNESE ►UNCTIONS. 01L ESS OTHERWISE INDICATED, TOP CHORD SHALL RAPE PROPERLY ATTACHED ---. STRUCT114AL PANELS, BOTTOM CXORD SMALL BANE A PROPERLY ATTACHED 41610 CEILING. 'IMPORTANT- FURBISH A COPY Of TOTS DESIGN TO TRE INSTALLATION CONTAACTOA. ALPINE ENGINEERED L� •PRODUCTS. INC. SNALL NOT BE RESPORSIBLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N BDILD TRE TRUSSES 11 CONFORMANCE IN TPI, OR /ABNICATIA6. RANDLING. SHI►PING, INSTALLING AND A L P I N E 14Ac1Y0 Q1 TROSSF S. rN XS DESIGN COYTo4NS YITN APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN Q.. SP IF (CATION POB( ISNEO BT TAE AHE RI CAI FOREST ANO PAPER ASSOCIATION) AND TPI. AL►11f w CONIECT646 ARE MADE Of 2064 ASTM A6531U40 GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO c/] (ACR FACE OF TRUSS, AND UNLESS OTHEIV SE LOCATED OA THIS DESIGN. POSITION CONNECTORS PER q_�_�p�� DRANINSS 160 A-1. THE SEAL ON THIS ORATIMG IGD ICA ACC[►TAKE Of PROF 55101AL INGIAEERINH Alpippw �. IES►ONSIB ILITT SOLELY FOR THE TRUSS COMPONENT DESi6Y S40Y1. THE SUITABILITY AND USE Of THIS $1 CA 9$>u8 CONPONIRT PONANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INC BUILDING DESIGNER, 'PE4 ANSI/TPI 1.1AS5 SECTION E. (f § BUTT E CC)U!.. I ­ i �i,JILDING DEPAI 97rj&%<. ARS 18.2r4 CA - 1 - - - F o W5X6 16.0 PSF a ca w TC DL a G� w z W3X6(81) c z PSF w BC LL W6X6 is Wt All NOAD $ W:SXB Es w1.0x4 0 9-0-0 8-0-0 W3X6(81) 8 I�2­2- 5-0-0--J 1-0-0 Q -LQ 16-0-0• 18-0-0 14-6-0 5-3-8 1 15-4-4 12-4-4 15-6-0 !E 48-6-0 Over 2 Supports R-4423 W-3.5' - R-2330 W-3.5' N PLT TYP. Wave TPI -._5\R Design Criteria: TPI(ST '•YAR MING•• TRUSS($ REQUIRE EXTREME CARE IA FABRICATION. HANDLING. SHIPPING. INSTALLING AND cy). ARACIR6. 11111 TO BI B•B1 (1AADLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE O) - INSTITUTE. Be7 D•ON0►R10 DA.. S01T[ t00. MADISON, NI S3/19). FDA SAFETY PRACTICES PRIOR TO C77 PERFORMING TNESE ►UNCTIONS. 01L ESS OTHERWISE INDICATED, TOP CHORD SHALL RAPE PROPERLY ATTACHED ---. STRUCT114AL PANELS, BOTTOM CXORD SMALL BANE A PROPERLY ATTACHED 41610 CEILING. 'IMPORTANT- FURBISH A COPY Of TOTS DESIGN TO TRE INSTALLATION CONTAACTOA. ALPINE ENGINEERED L� •PRODUCTS. INC. SNALL NOT BE RESPORSIBLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N BDILD TRE TRUSSES 11 CONFORMANCE IN TPI, OR /ABNICATIA6. RANDLING. SHI►PING, INSTALLING AND A L P I N E 14Ac1Y0 Q1 TROSSF S. rN XS DESIGN COYTo4NS YITN APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN Q.. SP IF (CATION POB( ISNEO BT TAE AHE RI CAI FOREST ANO PAPER ASSOCIATION) AND TPI. AL►11f w CONIECT646 ARE MADE Of 2064 ASTM A6531U40 GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO c/] (ACR FACE OF TRUSS, AND UNLESS OTHEIV SE LOCATED OA THIS DESIGN. POSITION CONNECTORS PER q_�_�p�� DRANINSS 160 A-1. THE SEAL ON THIS ORATIMG IGD ICA ACC[►TAKE Of PROF 55101AL INGIAEERINH Alpippw �. IES►ONSIB ILITT SOLELY FOR THE TRUSS COMPONENT DESi6Y S40Y1. THE SUITABILITY AND USE Of THIS $1 CA 9$>u8 CONPONIRT PONANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INC BUILDING DESIGNER, 'PE4 ANSI/TPI 1.1AS5 SECTION E. (f § BUTT E CC)U!.. I ­ i �i,JILDING DEPAI 97rj&%<. ARS 18.2r4 CA - 1 - - - F �qOF TC LL 16.0 PSF TC DL 14.0 PSF 17 - BC OL 7.0 PSF BC LL 0.0 PSF * TOT.LO. 37.0 PSF DUR.FAC. 1.25 SPACING 24.01 Scale -.1251/Ft. REF R427--82604 DATE 09/27/99 DRW CAUSR427 99270052 CA -ENG AEB/CWC SEAN - 159635 FROM E.D I (LATILE-LEE/AHRENS "TILE ROOF- - T-29 PIGGY/STEP/TS, -TOP CHORD 2x4 DF -L #1 :T2 2x4 OF -L #18Bet.: BOT CHORD 2x6 DF -L #2 :B3 2x4 OF -L #1: WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 11 W4X4 m 6-7-3 W2. 5X4 Em W3X8 is THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC 0 72.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING` NOTE BELOW. SHIM ALL SUPPORTS TO SOLID BEARING. � - DZ -1 *9-0-0 1 TI -E cou"o' R, ILDING VE cA Scale -.1875" Ft TC LL 16.0 PSF REF R427--82605 TC DL 14.0 PSF DATE 09/27/99 BC DL 7.0 PSF DRW CAUSR427 99270031 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 37.0 PSF SEAN - 159591 DUR.FAC. 1.25 FROM E.D SPACING 24.0" n 4 4 Qo M4 Ta (A) `>~ �.. W7X6 0 4 A_ Fa W2.5X4 f w Cir w W5X4 j!iv B3 W1.5X4 W w x W3X8 W4X4 (A2) z w, . 1-0-0 16-1-1412 14-6-0 Q 3 4 10 15-6-0 4-4 I fE 31-2-14 Over 2 Supports R-1143 R-1232 W-3.5" C-3 CI -A N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 [T - C7-11 **MAIMING- TRUSSES RIOUIRE EXTREME Car IN fAN1ICATION, HANDLING. SHIPPING, INSTALLING AND SNACIRG. IffIR TO *18.91 (CANDLING INSTALLING AND BRACING), PUBLISHED 01 TPI (TRUSS PLATE INSTITUTE. 583 0.0I0FRIO OR., SNITI 100, MADISON, VI S3719). FOR SAFETY PRACTICES PRIOR TO _.CE �}P C77 ---+ PERFORMING TNESE FUNCTIONS. ORIESS OTHERWISE INDICATED, TO► CHORD SHALL HAVE PROPERLY ATTACHED STRDCTORAL PANELS, 0OTTOM CMORD SOALL SAXE A.PROPERLI AT TAC ED 4I610 CEILING. IIMPORTAMTII FORM SN A CO►Y OF THIS DESIGN •PRODUCTS, A r TO INC INSTALLATION CONTOACTOR ALPINE ENGINEERED INC. SNALL ROT Bf IESPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO 27 . CV ALPINE NUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND NRACIMA oP TRNSSI S. --S DESIGN CONFORMS HIT% APPLICABLE PROVISIONS OF ,OS (NATIONAL DESIGN P-. w SPECT FICAitON PULL IS MED BY THE AMERICAN FOREST ASID PAPER ASSOCIATION) AND TPI. ALPINE [A . - AIPIt1B i IDD, CA 958MCOMPOSER CONNECTORS ARE MADE Of CORA ASTM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO [RCB FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A•1. THE SEAL OR THIS DRA111116 IX01CA71S ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FOR MT PARTICULAR BUILDING If THE RESPONL181L ITV OF THE BUILDING DESIGNER. PER ANSUTPI 1.1195 SECTIO, E. MND► � - DZ -1 *9-0-0 1 TI -E cou"o' R, ILDING VE cA Scale -.1875" Ft TC LL 16.0 PSF REF R427--82605 TC DL 14.0 PSF DATE 09/27/99 BC DL 7.0 PSF DRW CAUSR427 99270031 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 37.0 PSF SEAN - 159591 DUR.FAC. 1.25 FROM E.D SPACING 24.0" n (LATILE-LEE/AHRENS "TILE ROOF- - T-30 FLT GIRD [1 -PLY]) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES.DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. ADDITIONAL LOADS BC - From 612 PLF at 0.00 to 611 PCF at 5.86 W5X4» W1.5X4 11 W5X4w 6-8-6 ca w C34 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. END VERTICAL(S) MAY NOT BE EXPOSED.TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. RECOMMENDED CONNECTION FOR`31-3-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" D.C.:, SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. ALL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. 6-8-6 B-0-0 z W2X4 m W6X8 is W2X4 a T w . w z [*-5-10=6 Over -2 Supports--+ R-2009- R-2009 CrJ N PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD I"WARNING'" TRUSSES REOEIRE 11TRE1IE CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND p7 - BRACING. MEN. TO MIB•91 (MANGLING INSTALLING -AOD BRACING), PUBLISHED BY TPI (7RUSS PLATE c:71- INSTITUTE. 503 D'ONOFN IO OR., 'SU 17( 200. RAOISON. WI $3719), FON SAFETY PRACTICES PRIOR TO QA PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROfIRLY ATTACHED ---, ST, UCTORAL PANELS. BOTTOR CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. .11.1(TANT— FURNISR A COPY OF THIS DESIGN TO TEE INSTALLATION CONTRACTOR. ALPINE ERSINEEREO C— --fRDOOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FIOB THIS DESIGN; ANY .FAILURE TD /Jf N BUILD TYE TRUSSES IN CONFORMANCE WITH TPI; OR FABRSCATIN6, HANDLING• SHIPPING. INSTALLING AND O/ ALPINE BRACIs OF T0.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN II t1+ SPECIFICATION PUBLISHED of THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C-3 CONNEC70AS ARE MADE Of-2GGA ASTM A653 CR40 6ALY. STEEL, EICEPI AS NOTED. APPLY COENECIORS TO CA EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION .CONNECTORS PER p��� DRAVIRGS 160 A•2. TEE SEAL DN THIS DRAW196 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �jW Ej`8"u+a PfoduCIS IOC. RESPONSIBILITY SOLELY FOR TEE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF. 71115 ,9y7Bmento, CAMS CDMPORE RT f00. ANY ►AR11COLAR BUILDING 15 THE AES►ORSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I. 1995 SECTION 2. AP dr). CA - 1 - - F Scale —_.375"/Ft. 8/ TC LL 16.0 PSF REF R427--82606 TC DL 14.0 PSF DATE 09/27/99 BC DL 7.0 PSF DRW CAUSR427 99270053 uppl * _ BC LL 0.0 PSF CA -ENG AEB/CWC -ENG TOT.LD. 37.0 PSF SA - 159619 - DUR.FAC. 1.25 FROM E.D SPACING 24.0` N C") 1a-. (LAT1LE-LEE/AHRENS -TILE ROOF' - T-31 FLT GIRD [1 -PLY - TDP CHORD'2x4 DF -L #1 BOT'CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES.DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24. O.C.: SIMPSON LUS26, SEE SIMPSON CATALOG C-PT99: N L TYP. Wave TPI -95 R Design Criteria: TPI S1 (—URN ING-- TRUSSES REOUIRE EXTREME -CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND C77 BRACING. R[TEN TO X111.91 (HANDLING INSTALLING ARD BIACING). PUBLISNED BY TV] (TRUSS PLATE 07 IWST I7U7E. SR3 D'ONOFRIO DR., SUITE tDO, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO [7i PERFORMING TRICE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED --� STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO CV BUILD THE TRISSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND A C PINE NACiWG OF 7AOSSfS. THIS DESIGI CDAFORMs NI7N APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN Q+ SPEC ICAT10N I05LISH(0 BY TN[ AMEIICAR FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE RAO[ Of LOCA ASTM A6$3 GRAD DAY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO c/] EACH FACE 0► TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN fOSITIOH CONNECTORS PER DRAWINGS 160 A•1. TOE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1�� �ww. im RESPONSIBILITYSOLELY►ORTHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 9511211 COMPONENT FDA ANY PARTICULAR SUILD196 IS THE RESPONSIBILITY OF THE BUILDINO DESIGNER. PEA- A9SIFT►1 1.1995 SECTION t. ADDITIONAL LOADS 4UTT E COUIFROI o------------------------------------------------------ m BC - From 76 PLF at 0.00 to 76 PLF at 5.86 z :ALL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. ,c 1 W2.5X4 W1.5X4 M W2.5X4 H 5-1-8 16.0 PSF REF R427--82607 !e TC DL VIJ 5-1-8 BC DL V BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 37.0 PSF SEON - 159601 A DUR.FAC. 1.25 FROM E.D SPACING 24.00 O a A W` In] w iu 8-0-0 z W3X8 z W1.5X4 M W1.5X4 W w w z ga f -10-6 Over 2 Supports--- . c R-440 W -2 R-440 W-2' w •• P T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24. O.C.: SIMPSON LUS26, SEE SIMPSON CATALOG C-PT99: N L TYP. Wave TPI -95 R Design Criteria: TPI S1 (—URN ING-- TRUSSES REOUIRE EXTREME -CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND C77 BRACING. R[TEN TO X111.91 (HANDLING INSTALLING ARD BIACING). PUBLISNED BY TV] (TRUSS PLATE 07 IWST I7U7E. SR3 D'ONOFRIO DR., SUITE tDO, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO [7i PERFORMING TRICE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED --� STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED n PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO CV BUILD THE TRISSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND A C PINE NACiWG OF 7AOSSfS. THIS DESIGI CDAFORMs NI7N APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN Q+ SPEC ICAT10N I05LISH(0 BY TN[ AMEIICAR FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE RAO[ Of LOCA ASTM A6$3 GRAD DAY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO c/] EACH FACE 0► TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN fOSITIOH CONNECTORS PER DRAWINGS 160 A•1. TOE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1�� �ww. im RESPONSIBILITYSOLELY►ORTHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 9511211 COMPONENT FDA ANY PARTICULAR SUILD196 IS THE RESPONSIBILITY OF THE BUILDINO DESIGNER. PEA- A9SIFT►1 1.1995 SECTION t. i 4UTT E COUIFROI � L ,c CA - 1 - - - F Scale —.375' Ft. TC LL 16.0 PSF REF R427--82607 !e TC DL 14.0 PSF DATE 09/27/99 BC DL 7.0 PSF DRW CAUSR427 99270054 BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 37.0 PSF SEON - 159601 DUR.FAC. 1.25 FROM E.D SPACING 24.00 i Ll (LATILE-LEE/AHRENS -TILE ROOF' - T-32 MONO TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER.UBC. W1.5X4 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5-2-4 CIO v 0 9 1-2 0 W2.5X4 o A W J 4 B-0-0 Q z �W2((Al) IE3 W5X4� z W TFE COL941, .a 5-3-8 3-6-14 I"-OILDING DEPArr )7w::;;v" 8-10-6 Over 3 Supports—� ���� R-304 W-3.5' R-253 W-3.5' R-163 s w N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD i CA 1 F Scale -.375' Ft. •YARNING'• TRUSSES !EGO IRE EXTREME CARE IN FABRICATION. NANOIl NG. SNIPPING. INSTALLING AND r pE� QA •,RACING. REfto TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROSS PLATE TC TC LL 16.0 PSF REF R427--82608 CTl PER FORM M6 THELE (UNCTIOMS�UNLESS TOTHERWISE INDICATED. TOP E 200. MOISON. WE 1CHORD ►SMALL OR ►MAY[ ETY P►tO►FJILY WTICES ATTACHED �-. STRUCTURAL PANEL i. BOTTOM CHORD SMALL (AYE A PROPERLY ATTACHED RIGID CEILING. 4 TC DL 14.0 PSF DATE 09/27/99 '•INPORTAhT•' FORRISM A COPY 0► TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 27 ' N PRODUCTS, INC. SMALL NOT B( RESPONSIBLE FOR ANY OEYIATI00 FROM THIS DESIGN; ART FAILURE TO 4 BC OL 7.0 PSF DRWI CAUSR427 99270032 CV BOILD THE TRUSSES IN CONFORMANCE NITS TPI; OR ►ABRICATINR. BANKING. SHIPPING, INSTALLING AND 5 A L PINE BRACING OF TRUSSES. TMIS D[STGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL O(SIGN B C L L O.0 PSF CA -ENG A E B /CWC a SPECIFICATION PMADE OFD BY 7AS AMERICA( ►OIEST AND PAPE0. ASSOCIATION) AND TPP. uONNE * TOT.LD. 37.0 PSF SEON - 159582 W CORRECTORS F T MASE OF ZONA ASTM OA633THERWISE SERO GALE. S[EEL, EXCEPT AS OSITI APPLY CONNECTORS TO EACH[n DRAW NGCE OF TRUSS. AND USM DTHENSIDR IONATED IC THIS ACCEPTANCE POSITION PROFESSIONAL CONNECTORS t(0. CLIRRS - pw�,,,� DRAWINGS IBD A•1. THE SEA( ON THIS DRAWING INDICATES ACNE/TAYCE OF PROf(SSIORAI [I THEFRIBG N�BI' OUR .FAC. 1.25 FROM E, D �` n+ p �' CDNPSRElI [FOR AMYLITY LELY PANTICONOLAREGUILDING 15 THEUSS TRESPONSIBILITY OF THE BUILDINGSHOWN. THE SUITABIL IOESI6911. PER THIS SmcXameato,CA95828 AISI(T►I 1.19,5 SECTION Z. C $PACING 24.0° 0 (LATILE-LEE/AHRENS 'TILE ROOF" - T-33 PIGGY/STEP/TSC/CARR[1-PLY]) TOA CHORD 2x4 DF -L #1 :T2, T4 2x4 DF -L $1BBet.: BOT CHORD 2x6 DF -L SS :B1 2x4 DF -L #1: - WEBS 2x4 OF -L Standard :W2, W5, W7, W10 2x4 DF -L $1: :W19 2x6 -DF -L #2: cl -A p` PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION o CONTRACTOR, SPECIAL CARE MUST BE TAKEN DURING HANDLING, ao SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. 0 z RECOMMENDED CONNECTION•FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAO,NOTE: SIMPSON HUS26. SEE CATALOG C-PT99 ADDITIONAL LOADS ------------------------------------------------------- TC From 60 PLF at 9.00 to 60 PLF at 17.00 BC - From 14 PLF at 9.00 to 14 PLF at 17.00 BC - 440 LB Conc. Load at 9.00 BC 2008 LB Conc. Load at 17.12 10 PSF BC LIVE LOAD PER UBC., 1 THIS DWG PREPARED FROM COMPUTER, INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON'THIS TRUSS CALCULATED BY .TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131x3.0_9_nafls BRG X -LOC #BLOCKS .LENGTH/BLK #NAILS/BLK 0 5.000' 3 15" 9 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING BI39. BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS CHORD_ ROOF -OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.17` DUE TO DEAD LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 6 GRADE OR BETTER. ATTACH WITH 10d NAILS0 6" OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W7X8l*W8X8V%X6a W6X6- W7X810 W 3 H W5X6,0 w7 o' W3X6,0 W5 ) (A) ca W7X8* w �� 33 W2.5X4 .�� W5X6 a w W6X6 Fa wz 4 W8X12 w19 1170-0-0 W6X6 �r W6X8* W12X14w VX6.- W5X8w -W7X6a W2.5X4 M+8 -0-0w W3X6.(B1) Em W7X6Es ju �UNI iG 1-0-0 �WIz' i NI 1- 16-0 0 _I� 18-0-0 I 11-6-0 5I` 3 B �' 15-4-4 T` 9-4-4 'T� 15-6-0 w fe 45-6-0 Over 2 Supports C-)- R-4273 W-3.5" R-2198 w-3.5" PLT TYP- Wave -TPI -95 R Design Criteria: TPI STD 18 7r4 CA - 1 - - F Scale —.125• Ft. I"WARN1Na'• p� TRUSSES REQUIRE EITREHE WE IN FABRICATION, MAUDLIN;. SHIPPING, INSTALLING AND NRACING. REFER TD NIB -91 (RANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITOTE. 583 D•ONOFRIO DR.. SUITE TOD. HADISON. N1 53719). FOR SAFETY PRACTICES PRIOR TO c E O'�! �( TC LL 16.0 PSF REF R427--82609 O7 ._, - PERFORMIRB TBESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL .RAVE PROPERLY ATTACHED STRUCTURAL PANELS, 90TTDR CHORD SMALL HAVE'A PROPERLY ATIACHEO RIGID CEILING. - TC DL 14.0 PSF DATE 09/27J99 "IMPORTANT— FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIMEERED "PRODUCTS. A '9 INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 013169; ANY FAILURE TO NOILD RHE TRUSSES IN CONFORMANCE BC DL 7.0 PSF DRW CAUSR427 99210055 • N ALPINE, -- KITH TPI: OR FA6RICATIN6, HANDLING. SHIPPING•, INSTALLING AND BRACING 0/ TRUSSES. THIS OESI6N W1►ORHS NITN AP►L1CABlC PROP ISIONS OF NDS (NATIONAL DESIGN pa �o BC LL 0.0 PSF CA -ENG AEB/CWC Fa.; W CONNECTOSPECIFICRS'ARTION NMBLIfOED BY THE ANENICAN FOREST ALIO ►A►[l ASSOCIATION) AND T►I. ALPINE CONNECtONSAR( MADE 0► * * . [/] C��;,,�,� AlPIpBp_-`•- PtOdlIC18 .1MWlWW,CA 95828 - T06A ASTM A663 GADO GAIL. 3TEEI, EE [CPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRBSS. ANO UNLESS OiNERNISE LOOR 7MIS DESIGN, POSITION CONNECTORS PER ORANINBS 160 A•1. THE SEAL 01 THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES16I $HOUR. THE SDIIABILITT AND USE TRIM, CDMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPOISIBILITY OF THE BUILDING DESIGNER. PER ANSI/TFT 1-1995 SECTION I. - TOT. LD . OUR . fAC .37 .0 PSF SEAN - '159649 - - . l.-25 FROM E . 0 SPACING 24.0" (LATILE-LEE/AHRENS -TILE ROOF- - T-34 HIP/STEP/TMSC [1i'-16' TOP. CHORD 2x4 DF -L #1 :T5 2x4 DF -L #1&Bet.: BOT CHORD 2x6 DF -L SS :81 2x4 DF -L #1: WEBS 2x4 DF -L Standard :W8 2x4 DF -L #1: Lr -,•:W18 2x6 DF -L SS; c --A p`IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o DEFLECTION MEETS 1-/240,00 LIVE AND L/180.00 TOTAL LOAD. co 0 m WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION o CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, z SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING- NOTE BELOW. W3X6 ® W4X4 0 W4X12 ® W5X4 H W3X6 4- (A WB p W4X60 �rx W8X81a 4 W1.5X4 M WE a W3X14 -o w el W5X4ts z W3X6 (81) ® W6X6,1 E23 z w THIS DWG PREPARED FROK COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE,TC ® 24.00. OC, BC 0 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W4X6 e a W3X10 = W4X6 W9 RYA - W3X8 4%p W5X4 a fqW18 1170-0-0 W2X4 M +B-0-0 z 1-0-0- 5, 0 - 0-:1-i h 12-0-0 _I_ 26-0-0 I 7-6-0 5-3-8-1- 15-4-4 T 9-4-4 15-6-0 �I f -a 45-6-0 Over, 2 Supports im R-1978 W-3.5" R-1453 W-3.5" Y� Ln c--� L:-Dsq TTE COWS j N F-OILDING ®EP. e " F ENS' . V N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 CA - 1 - F •"WARNING" TRUSSES BECOME EXTREME CARE IN FABRICATION, UASDLI16, SHIPPING. INSTALLING AND EtS1pA TC L L 16.0 P S F pij BRACIA6. REF[R Tn XIFfI (NANDA RG IASTAILIRfi AYD BRAC TAG). pUNLI S11E0 BT T/I- (TRUSS PLATE pj. PERFORMING TB[SEOFUNCTIONS CDD ST TUTC. 582 AUNLESSTOTRERYISE INDICATED, TOP200. ISON. NIICHORD SHALL RATE. FOR SAFETYPRACTICES PROPERLY ATTACHED F �--. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 9161D CEILING. - 1 TC DL 14.0 PSF IMPORTANT-- FUN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 7.0 P S F PRODUCTS, INC. SNAII NOT BE RESPOVSIBLI FOR ANY DEVIATION FRDH THIS DESIGN; ANY FAILURE TO N A L P L N E RRRCIIG- BUILD ROPTN U TRUSSES.N CONFORMS DESIGNLCONFORM$ YITB APPPLICABTPT; OR LE PROVISIONS . POOLING. OfNOSO(BATIONALING AND DESIGN BC LL 0.0 P S F Yom-. S►ECIF I CATION PUBLISHED OY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. AL►INF * * TOT. L D , 3 7.0 PSF w CONNECTORS ARE NAD[ OF FOGA ASIN A6$1 6840 GALV. STEEL, IICIPT AS NOTED. APPLY CONNECTORS TO EACH FAC[ OF TRUSS. AND UNLESS MIAMI SE LOCATED ON THIS DESIGN, POSITION CORRECTORS ►ER - •1w DRANI116M 160 A•E. THE SEAL ON THIS DRANIA6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DU R .FAC . 1.25 - •"/'��� p�� Inc.REpOMSIBILITT SOl[li FDR iX[ TAtlS3 CON►OYENT DESIGN SHOWN. THE SO LTAB III Ti AND USE OF THIS SARBIDmtc, CA 959211 AOWNENSI ITI FOORR9ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - ION I. SPACING 24.0' Scale —.125•/Ft. REF R427--82610 DATE 09/27/99 DRW CAUSR427 99270033 CA -ENG AEB/CWC SEON - 159706 FROM E.0 I (LATILE-LEE/AHRENS 'TILE ROOF' T-35 STEP/HIP -[B'SB & IO'SB] 10'-FURR FTC) TIIIS DWG PREPARED-fROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS.2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 d' WEBS 2x4 DF -L Standard :W13, W20 2x4 DF -L JI: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. co m DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. T3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION f10 PSF BC LIVE LOAD PER UBC. CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, c=) SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING'.NOTE BELOW. o IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC 00 - 0 z W04 r 8 W3X6 ,o W3X6 W10X10 W2.5X4 m W3X10 W3X10 Ba W3X8 g a W2.5X4,0 8(A 5X6 ra W13 W20 3-4-7 w 04 1-0-0 -8-0-0 w- W3X10 Ln- W3X4 to W2.5X4 No W5X8 m W5X12 a W5X8 23 W4X6 (B1) W6X12 LINE WEH W2X4 d 5X6 x . r� z 1-0-0JUTFE COUU3�i a 9-6-8 8;2-n41-8-15 6-2-3 ! 3.3-e L 29-0- T 8-0-0 . 1 8-6-0 -I IA., 3ILDING DEPARUVE ` H 45-6-0 Over 2.Supports R-1159 W-3.5' Rm167I utt Fl Enw co. �' Note: All Plates.Are.W1.5X4 Except As Shown: N PLT TYP.-Wave TPI=95 R Design Criteria: TPI STD 1 CA - 1 - - - F Scale —.125' Ft. pI-A ••YARNIMG� TRUSSES REQUIRE EXTREME CARE IO FABRICATION, MLDDLINO. SNIPPING. INSTALLING AND - BRACING. XEFEN TO NID-01 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TXUSS PLATE s�0, TC. LL 16.0 PSF REF R427--82.611 p) - .INSTITUTE. .503 D'ONOFRIO OR., SUITE 100.. MADISON. YI 53119)• FOR SAFETY PRACTICES PRIOR TO YE C?) PERFORMING THESE FUNCTIONS. UNLESS OTNERYISE IRDICAIED, TOP CHORD SMALL AVE PROPERLY ATTACU[O 0 TC DL - 14.0 PSF DATE 09/2.7/99 .� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT••. FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 .O BC DL - 7.0 PSF DRW CAUSR427 99270034 CC PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIkT10R FROM THIS DESIGN: AT FAILURE TO cu A L P I N l OI ACINOILD NOFTTRUSSEUSSISSIN C0THI9 DESIGNCE ITH TPI. ON CONF04MS YITHAAPPLICAELE PROVISIONS OF NO$ (NATIONAL ING. SHIPPING. IDESIGG B C L L 0. 0 PSF CA -ENG A E8 / CW C ri. CONNECTOR$ ARE PMADE Of BY TAE MIENICAN FOREST AND PAPEEEL. EXCEPT AS NO AND TPI. ALPINE * TOT.LD. 37.0 PSF SEON - 259727 Fs] CONNECTORS F T MADE OF tUNL ASTM OA653THERWISE GTO GALLA. STEEL. 01111 Af D1ITI1 APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTMERYI S[ IOCAT[D ON THIS OFS ICY, POSITION CONNECTORS P(0. �T,, y,,,,�,,,� ONAkESNINGS IBD A•1. THE SEmy FOR AL 'ON THIS iauss W AY IYG I.DICATE S ACCEPT";,( OFt" E SU PROFESS IOAL ENBIREERING DUR.FAC. 1.25 FROM E.D •"YIn� �••95� " COMPONENTIFORTAYY PARTICULAgEBUILDING ISOTHETRESPONSIBILITY OF TOE BUILDING DESIGNER. PER THIS U ANSI/TPI 1.1995 SECTION 1. - - SPACING 24.0 I (LATILE-LEE/AHRENS -TILE ROOF T-36 MONO/ TOP CHORD 2x6 DF -L SS :T1 2x4 OF -L III: BOT CHORD 2x6 DF -L SS :B1 2x6 DF -L #2: WEBS 2x4 DF, -L Standard :W17 2x4 DF -L #1 ['7 HIP/CARR (6'S81 I2 -PL c� PLATES DESIGNED FOR GREEN'LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS o-_-_=------------------------------------------------ TC - From 60 PLF at 34.00 to 60 PLF at 45.50 a''BC - From 14 PLF at 34.00 to 14 PLF at 45.50 z BC 1880 LB Conc. Load at 34.00 DEFLECTION MEETS L/240.00 LIVE AND L/180-.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC." IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC (H)RECOMMENDED CONNECTION FOR TRUSS T-39 FRAMING FROM THE. BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. .2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nai1.$) TOP CHORD! 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS 1 ROW @ 4' o.c: USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.- (A) OAD,"(A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES.4 GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6' OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. �IW3X8 e9 W7X8 v W3X6,0 . A W4X4 W3X4 W2.5X4 W2.5X4 a W04- W5X6- W1.5X4 ul C=> p' T1 W1 A (A) 4�0-g4 w RX4as W3X4a W2.5X4 W1.5X4IDW2.5X4la W4X6 WS(66G? `Y -0-0 W6X6 Em W5X4 W5X6 W2.5UEsW4X4 a w H)1880# 1-0-D (� L< 6-0-7 I_ 39-5-9 IY 45-6-0 Over 2 Supports R-2346 W-3.5" R-3816 cn. N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 ".WARNING'• -TRUSSES REQUIRE EXTREME CARE IR FABRICATION, HANDLING, SHIPPINO, INSTALLING AND ilq Y77 BRACING. OFFER TO HIO-91E� " (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TAOS$ PLATE �w C " INSTITNTE, $03 D'ONOFNIO DR,. SUITE X00. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO [77 PEAFORRING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLP ATTACHED STRUCTOM PANELS, BOTTOM CHORD SHALL MAY( A PRD►EALY AFTACHED RIRID CEILING. y � N •IMPORTANT— FURNISH A COPY OF THIS DES16N TO THE IRSTAL LAT ION-CONTRACTON. ALPINE E1G IN(INE0 PRODUCTS, INC. SHALL NOT BE A(SPOUSIBLE FOR ANY DETIATION FROM THIS DESl6N: MANY FAILURE TO r - N BDILO THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING, NAHDLING. SNIPPING, INSTALLING AND 5 S' A L R I N E RAACING OF TRUSSES. THIS 013161 CONFORMS WISH APPLICABLE PRDN/SIONL OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TR[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE W CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALR. STEEL, EICEPT AS NOTED. APPLY CONNECTORS 70 - - EACH FACE OF TRUSS, AND .UNLESS OTHERWISE LOCATED OI NNIS DESIGN. POSITIOR CONNECTORS PEI C 0901116 150 A"1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE of PAOFESSIORAI EN6IAEERIIG r,AM�pjpO Eg1 pm� IVC RESPONSIBILITY SOLELY FDA IRE TRUSS COMPONENT DESIGN SAOWN. THE SUITABILITY NND USE OF T1IS` CAA 95828 - COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOASISILITY OF THE BUILDING OESIGAER. PEA MS(/TPI 1.1905 SECTION 1. - r-3 IiOILDING DEPAR-CME a P C CA - 1 - - F TC LL 16.0 PSF TC OL 14.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.125*/Ft. REF R427--82612 DATE 09/27/99 DRW CAUSR427 99270056 CA -ENG AEB/CWC SEAN - 159762 FROM E.D (LATILE-,LEE/AHRENS 'TILE ROOF' - T-38 HIP [B'SB]) TOP CHORD 2x4 DF -L #1 :T3 2x4, DF -L #13Bet.: BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard c --A P.LATES-DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. a CAO 0 00 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE ANO.L%180:00 TOTAL LOAD. . 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC 1 W4X4 W4 X4 43 W2.5X4 E3 W3X8 s W9.5Yd Em A W N�A w W3X4 E3 W2.5X4 ® W5X6 ma W2.5X4 Ea W3X4 s z W4X4(A2) o W4X4(A2) s I C__ I E_ D38 +8-0-0 COUNIW 1-0-0 JILDING 8-0-0 I 18-0-01 8-0-0 1 PR34-0-0 Over 2 Supports R-1324 W-3.5' R-1256 W-3.5' w N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - F Scale —.1875"/Ft *WARNINGTRUSSES REQUIRE LITNENE CARL 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AND pj (LATILE-LEE/AHRENS 'TILE ROOF" - T -38A HIP T'OP CHORD 2x4.DF-.L #1 :T2. T3 2x6 DF -L SS: r BOT CHORD.2x8'DF-L SS, WEBS 2x4 DF -L Standard rn M 'SB1 f1 -PL THIS DWG PREPARED FROM COMPUTER INPUT. (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF .WEB MEMBER. SAME SIZE, SPECIES a GRADE OR BETTER. ATTACH WITH 10d NAILS.@ 6" OC. PLATES DESIGNED FOR GREEN LUMBER PER ADS 97 TABLE 7.3.3.DEFLECTION MEETS L/240.00 LIVE AND L/180.00'TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. C=) CORNER SETS ARE CONVENTIONALLY FRAMED. o USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC.. c EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH z 2x4 LATERAL BRACING TO FLAT TC ® 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W4X61m W5X8 W4X6 a W4X4 EER . `W3X8 ® W4X4 W4X6 s N5X8 ft, . E-+• . - - eJ d W5X4 (A4). im a CI 5X4 (A4) a _ W5X6 W5X4® W2.5X4 ® u -�.8-0-0 z. W5X4 (A4) W1OX10 E E W5X4 a W5X6 a W2.5X4 Po. W5X4 (A4) z w L 6-0-7 I 22-3-11 I 5-7-14 I a.�$L►° Ii�Ca DEPAR 10 y 34-0-0 Over 2 Supports R-2725 W-3.5" R=2725 W-3.5' P P M �' w I r N PLT TYP. Wave TPI -95 RDesi n Criteria: TPI(STD 1 CA - 1 - - - F • I WARNING-- TRUSSES 1EOUIRE EITNEME CARE 11 FABRICATION. NANDLIWH. SHIPPING. INSTALLING AND C73 BlAtllt6. REFER TO 0I0-91 (MAIDLIHG INSTALLING AND NRAC116), PUBLISHED 0T TPI (TRUSS PLATE `� TC L L 16 .0 PSF Ate) INSTITOTE. 563 D'ONOFRIO OR.. SBITE T00, MADISON, RI $3719), FOR SAP17Y PRACTICES PRIOR TO C73 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAIL PROPERLY ATTACHED T G D L 14.0 PSF --+ STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPEALT ATTACHED RIGID CEILING. '!IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9 B G D L 7.. 0 P S F c PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO rr CV BUILD THE TATOSSES IR CDAFORMANCE WITH TPI. OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 5 r ALPINE BRACING Of RUSSES. TOTS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN BC CL 0.0 P S F Q+ SPECIFICA7101, PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE C-0 - CORRECTORS ARE. MADE OF IDBA ASTM A5S3 U0 GALV, STEEL. IICIPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37 .0 PSF c.n EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PE0. I� O-IWGI IED A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIMEERINB ` Alpine F� �.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TONS D U R . FAC . 1 .25 $ CA 9�� M COMPOAENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 N ANSI/TPI 1.1995 SECTION 2. Scale—.1875'/Ft. REF R427--82614 DATE 09/27/99 DRW CAUSR427 99270036 CA -ENG AEB/CWC SEON - 159306 FROM E.D 10 0 NEW ILL�i 5X4 (A4) a _ W5X6 W5X4® W2.5X4 ® u -�.8-0-0 z. W5X4 (A4) W1OX10 E E W5X4 a W5X6 a W2.5X4 Po. W5X4 (A4) z w L 6-0-7 I 22-3-11 I 5-7-14 I a.�$L►° Ii�Ca DEPAR 10 y 34-0-0 Over 2 Supports R-2725 W-3.5" R=2725 W-3.5' P P M �' w I r N PLT TYP. Wave TPI -95 RDesi n Criteria: TPI(STD 1 CA - 1 - - - F • I WARNING-- TRUSSES 1EOUIRE EITNEME CARE 11 FABRICATION. NANDLIWH. SHIPPING. INSTALLING AND C73 BlAtllt6. REFER TO 0I0-91 (MAIDLIHG INSTALLING AND NRAC116), PUBLISHED 0T TPI (TRUSS PLATE `� TC L L 16 .0 PSF Ate) INSTITOTE. 563 D'ONOFRIO OR.. SBITE T00, MADISON, RI $3719), FOR SAP17Y PRACTICES PRIOR TO C73 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAIL PROPERLY ATTACHED T G D L 14.0 PSF --+ STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPEALT ATTACHED RIGID CEILING. '!IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9 B G D L 7.. 0 P S F c PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO rr CV BUILD THE TATOSSES IR CDAFORMANCE WITH TPI. OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 5 r ALPINE BRACING Of RUSSES. TOTS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN BC CL 0.0 P S F Q+ SPECIFICA7101, PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE C-0 - CORRECTORS ARE. MADE OF IDBA ASTM A5S3 U0 GALV, STEEL. IICIPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37 .0 PSF c.n EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PE0. I� O-IWGI IED A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIMEERINB ` Alpine F� �.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TONS D U R . FAC . 1 .25 $ CA 9�� M COMPOAENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 N ANSI/TPI 1.1995 SECTION 2. Scale—.1875'/Ft. REF R427--82614 DATE 09/27/99 DRW CAUSR427 99270036 CA -ENG AEB/CWC SEON - 159306 FROM E.D (LATILE-LEE/AHRENS 'TILE ROOF' - T-39-MONO/GIRD (1 -PLY]) TDP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 21(4 ;DF -L Standard 0 r� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3:3. 10 PSF 8C LINE LOAD PER UBC. 0 C'=) RECOMMENDED CONNECTION FOR 34-0-0 TRUSSES FRAMING TO THE BOTTOM 00 CHORD 0 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR IN LIEU Of RIGID_ SHEATHING USE PURLINS'TO BRACE TC @ 24.00' DC, BC ® 72.00' OC. GIRDER SUPPORTS: 34-00-00 SPAN TO BC ONE FACE AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 8-0-0 _ w z W3X14 II c W4X4 (A1) Ba z W4X4 w }t � !� Etlp�I zeS�DTti� —6=0-0 Over 2 Supports---� R-2083 N-3.5° R-1881 W=2.5'kppit P m ci _PLT THP. Wave TPI -95R Design Criteria: TPI STD 1 CA - 1 - - - F Scale –.375" Ft. •YARNING'• TROSSIS R[OUIRE EITNEIIE CMF IN, FABRICATION. HANDLING. SHIPPING, INSTALLING AND GRACING. - REFER"To HIN-01 (MANOLING INSTALLING AID BNACIIO). PUBLISHED BY TPF (TROSS PLATE _ s�LOA��. - TC LL' 16.0 PSF REF R427--82615 � INSTITOTE. $83 D'ONOFNIO DR., SUITE 200, MADISON. Hl 93719), FOR SAFETY PRACTICES PNIOI TO "Y ' Q7 PERFOIMING TNE3f FOAC110NS. UILESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 1 4 . 0 PSF DATE 09 / 27/99 --+ s STRUMIAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 4I610 CEILING. —IMPORTANT C HALL H A COPY OF THIS DE516R TONE INSTALLATION COMiRESIGN; ANT FAILACTOR. ALPINE ENGINEERED 9 BC DL 7.0 .PSF DRW CAUSR427 99270057 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DURE TO N BUILD THE TRUSSES II CORFORMAICE WITH TPI: 02 FABRICATING. HANDLING, SKIPPING. INSTALLING AND S•- m AL P INE IRAC116 Of TRUSSES. INNS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF CA ENG AE8/CWC _ SPECIF.CATIOI PUILISHED BI TRE AMERICAN FOREST AND PA►EA ASSDCIAT30N) AID TPI. ALPINE w CONNECTORS ARE MADE OF tO6A ASTM A653 GR40 QALY. STEEL, EICEPT AS NOTED. AFFLY COMM TOGS TO TOT . L D . 37.0 PSF S E Q N - 159336 c/] .EACH FACE OF TRUSS, AID UNLESS OTYERWIS[ LOCATED ON THIS DESIGN, POSITION CONNECTORS P[R o1ANIN6i 160 A -t. THE SEAL ON IBIS DRAWING INDICATES ACCEPTANCE 4F PROFESSIONAL EM6IMEERINGitl13 _ OUR .FAC . 1.25 FROM - E . D Alpine P � Plpdpft tW RESPONSIBILITY SOLELY FOR THE TRUSS COHPDNENT DESIGN SNOHN. THE SUI7ABTLITV AND USE OF &3CVfi= o CA 95&28 COMPONENT FOR ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" AISI/TPI 1.1915 SECTION 2. (LATILE-LEE/AHRENS "TILE ROOF" - T-40 GIRD (2-PLYJ) TOP CHORD 2X4 Df -L1 BOT CHORD 2x8 DF -L $1 WEBS 2x4 OF -L Standard :W3 2x4 DF -L #1: M . c -:PLATES DESIGNED FOR GREEN LUMBER.PER NDS -97 TABLE 7.3.3.- J (H)RECOHMENDED .3.3.-I(H)RECOMMENDED CONNECTION FOR TRUSS T-36 FRAMING FROM THE Ln, BOTTOM CHORD: SIMPSON HHUS28-2. .SEE SIMPSON CATALOG C-PT99. o , m RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE CATALOG C-PT99. ADDITIONAL LOADS BC. -1673 LB Conc. Load -at 1.50 BC 1673 LB Conc. Load at 3.50. W6X6 - BC 3818 LB Conc. Load at. 5.50 W3X8'0 8 r N3 4rz a. A a W3X1O M W7XB= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTEO BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.O_g_na11s) TOP CHORD: 1 ROW. @ 12" o.c. BOT CHORD: 1 ROW @ 3' o.c. WEBS 1 ROW Q 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS.FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00" OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.60 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W 1I z W4X12(B3) m J(H)3818# W4X12(B3) � w 110-0_1 0 01 z 1 2-2-2-5-412' I 0-13 X14 3-7-10 g� 3-3-12 2-5-4 �1 2-5-4 3-3-12 Q 1 5-9-0 1_ 5-9-0 _I I 11-6-0 Over 2 Supports R-5155 W-3.5' R-2988 W-3.5" ED i t 1LDING DE JAR ROP' � E rn 0 N Scale —.375"/Ft. PLT TVP. Wave TPI=95 R Design Criteria: TPI STD CA/ -/11-/-/-/F [T - •VARNING.A TRUSSES ACQUIRE ISTACM[ CARE 11 FABRICATION. PARKING. SHIPPING, INSTALLING AND - TPI PLATE W TC LL 16.0 PSF REF R427--82715 CT .. ARACIRG. REFER TO NII.97 (NANDIIRG INSTALLING ALIO BRACING). PUBLISHED BT (TRUSS INSTITUTE. 303 D'ONOfR10 DR.. SO ITE 100. MADISON. NI 67119), FDA SAFETY PRACTICES PRIOR TO DATE 09/27/99 CT I!A►OAN116 THESE FUNCTIONS. UNLESS OTMENNIu INOICATEO, 7pP CQolw SMALL MAYC PROPERLY ATTACHED TC DL 14.0 PSF ~ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. 7.0 PSF DRW c �y --IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED MOMS. INC. SMALL X07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL CAUSR427 99270014 BUILD TME TRUSSES IA COMFOAMCE VITH TPI. an FABRICATING, HANDLING. SHIPPING. INSTALLING AND Baamon BC LL . 0.0 PSF CA -ENG AEB GWH / p; ALPINE BAAc11B OF TRUSSES. THIS DISIGR CONFORMS WITH APPLICIALE PROVISIONS Of NOS (NATIONAL DESIGN TOT:LD. 37.0 PSF SEON 159794 py SPEC IFICATIOR PUBLISHED 0T TH! wit, CAN fo1f5T AID PAPER ASSOCIATION) ABO TFL. ALPINE APPLY CONNECTORS TO + Sep, 27 1 9 99 f cn �L,, ,�,�,5 En PIOdUCtr, Im. $dRBIDWm, CA 93ffi8 CORRECTORS AMC MADE Of Z06A ASTM A653 GR40 GAIN. STEEL, EICEPT AS NOTED. EACH FAC! OF TRUSS, AND OIIESS OTHEAMISE LOCATEO OR THIS DESIGN, POS171ON CONNECTORS PER- ORANINGS 160 A.Z. THE SEAL 01 THIS NUKING INDICATES ACCEPTANCE Of PROICSSIDNAL EN6INFIRING r-_ RESPOISIBAIpbw COMPOI[ITIF0I ASOOL PARTICOEL FORIAtCBYIIDENG TRUSS OTXETRC3P0�I181�11 iY 0/ THE AOILOIR6I005I6N[RTY AND SEPEB TRIS.,_ .ANSI/TPI 1 -IM SECTION Z. �/` (r DUR.FAC. 1.25 FROM E.D N SPACING 24.0 l (LATILE-LEE/AHRENS -TILE ROOF- - T-41 HIP (4'SB]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMCNSIUNS) --�unN1IIRu OT iauz.> nrn. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, BOT CHORD 20 DF -L #1 ^� NE85 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. v #1 HIP SUPPORTS 04-00-00 JACKS WITH NO WEBS. �- PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CORNER SETS ARE CONVENTIONALLY FRAMED. MUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. n EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. b SUPPORT EXTENSIONS EVERY 1.75 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS z AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR OWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-05-11 OC. W2.SX4 0 W3X8 W2.5X4 T� B Y. D-0-0 s3 W2.5X4 W1.5X4 IN W2X (Al) m W2X4(A1) W2.5X4 3LI 1-0- l•"0 0 3-1-102-1-6 1-11-10 3-9-6 allTTE COUN! G � 4-0-7 1-11-10 3 9-6 4-0-7 I 3-8-3 {_ 3-9-6 _{ li-OIL.DING DEPAR IVEN 11-6-0 Over 2 Supports R-672 W-3.5' R-672 W-3.5"�RED w T v PLT TYP. Wave TPI -95 R Design Criteria: TPI STO CA - 1 - - F Scale —.375o/Ft. 31-•VARMIM6•• TRISsEs IEOI1INE EXTRfHE CARE IN FABRICATIOB. NAIDLING. SHIPPING. INSTAL►116 AND M� TC LL 16.0 PSF REF R427 --82774 T ONACIRG. REFER TO U111-91 (KANDLINS INSTALLING AID BRACING). PUBLISHED BY TPI (TLUSS PLATE SIF T INSTITUTE. 583 D'OMOFRIO OR.. SUITE ROD. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERF0191I9 THESE FUNCTIONS. IILESS OTHERWISE INDICATED. TOP CHORD SMALL PATE PROPERLY ATTACHED b TC DL 14.0 PSF DATE 09/27/99 SIRUCTVAAl PANELS, BOTTOM CHORD $NALL HAVE A PROPERLY ATTACHED RIGID CEILIIG. ••IMPT• ORTAN• FORIISY A COPT OF THIS DESIGN TO THE INSTALLATION COITRACTOR. ALPII[ EN6INERNED BC' DL 7.0 PSF DRW CAUSR427 9927DO13 - V PRODUCTS. INC. SHALL NOT 8E IESPOISIBLE FOR ANT DEVIATION FROM THIS DESIGN: AHt IA. i0 C 58006 7A L P I N E BUILD 7Y1 TIMES 11 COAFOINANCE WITH TPI{ OR FABRICATING. HANDLING. SNIPPING, INSTALIINI AMD BC LL 0. 0 PSF CA -ENG A E B GWH L: BRACING OF THtl SSif. TNIS DESIGN CO/POIMS MITI APPLICABLE PROVISIONS OF BUS (NATIONAL DESIGN pCp. 6,Bb'1D02 / z3 SPLCIFICATIDII ►UB4ISHED 8Y THE ANFRICM FOREST VD PAPER ASSOCIATION) AND TPI. ALPTYE $e 27 1999 /] CDIHECTONS ARE MADE of ROSA ASTM ASS] ORAD GALS. MEL. EXCEPT AS NOTED. APPLY CONNECTORS TO # P � TOT. LD. 37.0 PSF SEON - 159774 RACI FACE OF TRUSS, AND IILESS OTHERWISE LOCATED Of THIS DESIGN, POSITION CONNECTOIS PER OIAMINGS 160 AQ. TIE SEAL OR THIS OHAWING INDICATES ACCEPTANCE OF PROFESSIOMAL ENGINEERING CMy DUR.FAC. 1.25 FROM E.0 p - �D' RESPONSIDILITY EONPOVINT FOR ASI?ANTICBLARLELY to& ETRUSS SUILDIYC6ORISOTHET015161 RESPONSIBILITY OF THE IU7L0<R6N. THE ITY DESIGNER. PER TMIf 4L. N ` Sm*newo.CA9582a SPACING 24.0 ANSI 7711 1.19!3 SECTIO► R. i (LATILE-LEE/AHRENS ."TILE ROOF" H-1 HAT) THIS DNG PREPARED FROM COMPUTER INPUT.(LOAOS & DIMENSIONS) 'SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 Df -L $1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, r d' WEBS 2x4 DF -L Standard IN LIEU OF RIGID 'SHEATHING USE PURLINS TO BRACE TC 0 24.00' OC, BC 0 72.00' OC. Mz PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 0 847,045, 3,045,810, OR 581,670. 0 o 0 o W4X4 ® - A - eI— —)e a l� I3r -0-0 W W3.5X4 e z W2X4(A j W2X4(1 TTE C UNI N. 0�2�3 0-2`3DEPA a» 1_ 3-2-14 1 3-2-14TIN �-6-5712. Over 2.Supports R-251 W-3:'5' R-251 W-3.5" 00 - N PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(STD 18 CA 1 - - - F Scale @.375" Ft. ••WARNING•• THIS6ES REQUIRE EITREME CAFE IB FABRICATION, HANDLING, SBIPPIAG. INSTALLING AND Q7 _ BRACING. R[FEA TO WIB-91-I"IDLING AASTALLING MD BRACING), PUBLISHED OY TPI (TAGS, "ATE � TC LL 16.0 PSF REF R427--82616 [T lHSTITWTE, 503 0.OAOFIEIO DR., SUITE 200, HAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO C77 - ►[RFORN116 THESE FUNCTIONS. NBLESS OTHERWISE INDICATED. TOP CHORD SHALLAAVE PROPERLY ATTACHED E` TC DL 14.0 PSF DATE 09/27/99 --+ STRUCTURAL PANELS, .BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••1NPOATANT•• FOIIAISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 'O BC DL 7.0 PSF DRW CAUSR427 99270037 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO CV BOILO TN[ TRUSSES IH CONFORMANCE WITH TPI; OR FAOI1CATING. HANDLING. SNIPPING, INSTALLING AAD ALPINE BRACING OF TEBSSES. THIS DESIGN CO&FOINS MITI APPLICABLE PROVISIONS OF NDS (RATIONAL 1161 * * BC LL 0.0 PSF CA -ENG AEB/CWC R-+ .SPECIFICATION POHLISM[0 91 THE AMERICAN FOREST ANO PAPE& ASSOCIATION) AND TPI. ALPINE W tOAN[CTOES ARE NAOE OF ROBA ASTM A663 GRAD GALV. MOST EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF SEAN - 159345 c./] EACH FACE OF TRUSS, AND ONLESS OTOENWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P(1 p��;,,��d DRAMf9GS-160 A-1. THE SEAL 02 To IS DRAWING INDICATES ACCEPTANCE OF PAOFESSIORAL ENGINEERING D UR .FAC . 1.2 5 FROM E . D Alpjpp "•`6"'�+a� : RESPORS IO ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 039 OF THIS M $D�(p CA9�g COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.PEA" MK SPACING 24.0 SI/TPI 1.1995 SECTION i. N 1 10 E-• (LATILE-LEE/AHRENS TILE ROOF` - 4-2 HIP/HAT [18' TOP CHORD -2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard I — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, 3,045,810, OR 581,670. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00. OC, BC ® 12.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2 .5X4 -o 0 8 W4X4Q W2.5X4� W3X8 HS W04 = c1 w oa z W4X4 a W2. 5X4 = W1.5X4 W W2.5X4 a= W4X4 E3 z W2X4(A1) o W2X4(A1) w • w 0-2-12 0-2-12 a 1-1-9-4 14-0-0 -1-1-9-4 la I I" 17-6-8 Over 2 Supports R-629 W-3.5' R-629 W-3.5` w m N PLT TYP. Wave TPI -95 R +8-0-0 juTTE (.- 131LDJNG IDE VP,,Fs AP Desi n LrTzerTa: Irl alu "WARNING-- 1 CA - 1 - - - F Scale =,375" Ft. I C77 CTA R R TO #1 REQUIRE EXTREME CARE IN /A AND B ACI HANDLIRG, SN INSTALLING INSTALLING AID BRACING. REFER TO HIN•9l (NAIIDLIMG INSTALLING AND BRACING). PUBLISHED BY TPI (TARSI PLATE INSTITUTE. 5213 O'ORDFRIO DN„ SUM 200, MADISON, MI $3719), �4pFESSM.,_ TC LL 16.0 PSF REF R427--82617 t3) - - FON SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CN0N0 SHALL HAVE PROPERLY ATTACHED TC DL 14.0 PSF DATE —+ S71OCTUKL PANELS, NOTION CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING •IMPORTANT^ FURNISH A COPY of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ,fIODUCTS, _ 09/27/99 r~ ALPINE ENGINIERED INC. SHAH ROT BE RESPONSIBLE FOR ANY DEVIATION FROM 8C DL 5.0 PSF DRW N THIS DESIGN;' ANY FAILURE TO BU IID THE TRUSSES BN CONFORMANCE CAUSR427 99270038 ALP INE W WITH TPI: OR FABRICATING, HANDLING, SNIPPING, TNSTALLINS AND BRACING OF TRUSSES. THIS DESIGN CONFORMS 9170 APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISNEO BC LL 0.0 PSF CA -ENG AEB/CWC w C/] BY THE AMERICAN FORST AND PAPER A5f0C1 ATION) AND TPI. ALPIHI CONNECTORS ARE MAGE OF 200A ASTM ABS3 SA40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, A TOT. L D 35.0 PSF SE Alpine �2 &cerEd Pmducts, Inc Sa®OGDTO, CA 95828 AND RNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CRAVINGS 160 A -L. THE SCAN DN THIS DRAWING IEDICATES ACCEPI"1E.OF PROFESSIONAL ENGINEERING RESPONSIBILITY 50lClY Pot THE TRUSS COMPONENT DESIGN SHOWN, THF SUITABILITY AND USE OF TRIS COMPONENT FDR AMT ►ARTICULAR BUILDING IS THE RISPONSIBILITY OF THE BUILDING DESIGNER• PER AB SI/TPI L -ISIS SECTION 2. N NR . QN - 159417 OUR. FAC. 1.25 FROM E. D SPACING 24.OH (LATILE•LEE/AHRENS 'TILE ROOF- - H-3 HAT/CARR) TOP CHORD 2x4 OF -L $1 :T1 2x4 DF -L #13Bet.: BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard M, PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 co C= - cc) of z TRUSSES TO BE SPACED AT 24" OC MAXIMUM TO ONE FACE AND.36' OC MAXIMUM TO OPPOSITE FACE FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, 3,045,810, OR 581,670. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24,00 -'OC, BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD 10 PSF BC LIVE LOAD PER UBC. W3X4 2 W7X6 Q A w a W W W2.5X4 ® W1.5X4 m z W2X6(Al) a z W2.5X4(A1) a w 0-2-12 0-24-12 6-9-4 I 4-0-0 I 6-9-4 I I R-1017 W-3.5' 17-6-8 Over 2 Supports R-790 W-3.5' C7)- C—) - PLT C—)PLT TYP. Wave TPI -95 R +8-0-0 JkJTTE wUNj `i i�qldL[%&lNG ®E:PAR`; Eta" Desi n Criteria: TPI STD 18 2r4 CA - 1 - F ••WARMING•' TRUSSES N[OUTAF tITREME CME IN FABRICATION, HANDLING, SHIPPING, INSTALLING AID CM, 91ACINN. RFfER TO MI 21 (HANDLING INSTALLING AID BRACING), PUBLISHED BY TPI (TRUSS PLATE E TC LL 16.0 P S F C7� 11[77 RACTICES PRIOR TO PERTOtRIN6 THESE FUNCTIONS.RUNLESS TOTMERNISE INDICATED, TOP E 200. RADIsou, WI ICHORD FSMAL VEOR SAPErY PPROPERLY ATTACHED �+ STROCTON AL PANELS. 007TOR CHORD SMALL HAVE A PROPERLY ATTACHED 11610 CEILING. TC D L 14.0 P SF •-IMPORTAN7•� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 -8 C D L 7.0 P S F PRODUCTS. INC. SMALL 107 BE RESPONSIBLE FOR ANT OEPIATIOH FROM THIS DESI611; ANT fA1101E TO �.I ALPINE Nullo0ILD HOfrTRUSSES.RUSSES COtoIS DESIGNCE ICONFORMS NITHTH TPI; ON AAPPIICABLE PROVISIONS SOFPIDSG(NATIONAL(DESING GN B C L L O.O P S F Q- SPECIFICATION PUBLISHED IT THE AMERICAN FOREST IND ' APER ASSOCIATION) AND TPI. ALPINE w CONNECTORS ARE MME OF EDGA ASTM A663 6840 6ALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 3 1.0 P S F t/] EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. TME SEAL OR IRIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fl&, W PWd aB, Ino RESPONSIBILITY SOLELY FOR THE TRUSS CORPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS AIM D UR .FAC , 1.25 S&ClineWD, CA 95828 COMPONENT FDA ANY PARTICOLAR BUILDING IS THI RESPONSIBILITY Of THE BOILOIIG DESIGNER, PER �f ANSI/TPI 1.1095 SECTION 2. SPACING 24.0' Scale -.315°/Ft. REF R427--82618 DATE 09/27/99 D RW CAUSR427 99270040 CA -ENG AEB,/CWC SEAN - 159504 FROM E.D (LATILE-LEE/AHRENS 'TILE ROOF- H-4 HAT) tOP CHORD 2x4 DF -L 41 BOT CHORD 2x4 DF -L i1 WEBS 2x4 DF-L_Standard 1� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. !TRUSSES TO BE SPACED AT 24' OC MAXIMUM TO ONE FACE -AND 36` OC o MAXIMUM TO OPPOSITE FACE co . o _ o FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634.016, A625,376, z 847,045, 3,045,810, OR 581,670. f _ E-. _ o P3: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 'BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0-24.00' OC, BC @ 72.00' OC. DEFLECTION. MEETS L/240.bO LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04 w8-0-0 z W3X8 W4X4(A2) W2.5X4(A1) z z 02-72 0-2-12 �T co;j t 8-9-4 1 8-9-4 I ` e 17-6-8 Over 2 Supports t <,; mOING DEP R-1017 N-3.5' R-790 W-3.5' a, t� c+-7 N PLT TYP:. Wave TPI - 95 R Design Criteria: TPI STD 18 CAI -/l/ -/-/-/F Scale —.375' Ft. 1 I77 "WARNING-• TRUSSES REQUIRE EITREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. RIFER TO NIB•91 (HANDLING INSTALLING AND BRACING), POBLISHED BY TPI (TRUSS PLATE c (�►�- Q El TC LL 16.0 PSF REF R427 - -82619 C77 P77 ---� - INSTITUTE, 983 D•OIOFR10 ON.. SUITE 200. MADISON, WE 53719). F0A SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNFANISE INDICATED. TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL FANELS. 8OTTDN CHORD SHALL NAPE A PROPERLY ATTAINED RIGID CEILING. �( TC 'D L 14.0 PSF DATE 09/27/99 n CV _ ••INPORTANTI• FURL ISH PRODUCTS. INC. SWALE NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE AL PINE ."- WITH TP]; 01 FABRICATING. MANGLING, SHIPPING. INSTALLING AND BRACING OF IRGISTS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IN1S (NATIONAL DESIGN r %o - BC LL O.0 CA -ENG AEB/CWC W - SPECIFICATION ►OSLISREO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ,PSF . _ cx/l - ASTM ASS3 GM0 GALV: STEEL. EICUT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRBSS. AND UNLESS OTNERNISE LOCATED ON THIS DESIG/. POSITION CONNECTORS PER TOT. LD. 37.0 PSF SEQN - 159511 1., A+y11tG �II1El1Sd P �' �-'0 DRAWINGS 160 A -Z. THE SELL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIREERINO FOR TRUSS USE THIS D UR .FAC . .1.2.5 FROM E . D BRwam®tD,CA95828 COMPDIENTTFORTANYLELY PARTICULAREBUILDING ISOTEETAESPONSIBILITT Of TIE BUILDIDS DESIGNER, PER ARSt7TP7 1.1995 SICTIOa 2. SPACING 24.0' (LATILE-LEE/AHRENS `TILE ROOF'.- H-5 HAT) . TOP CHORD 2x4 DF -L #1 r BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard cx I -PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. C=::. ]FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, m 841,045, 3,045,810, OR 581,670. 0 Tf] H U Q O F� LTL.. G7 W , ga4 W Z W2X4(A1) sm x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/160.00 TOTAL LOAD. W4X4 a W2X4(A1) m z A X12 0.2-12 Lr.8-9-4 1 8-9-4 Q 17-6-8 Over 2 Supports " R-629 W-3.5" R-629 W-3.5' Cm N PLT TYP.-Wave TPI' CT C__: Cli ALPINE W A1pi1L0..6-eled Pmdncts, Inc. SMC[ mffac, CA 95828 5\R Design Criteria: TPI(S1 NARNINGTRUSSES REDUIRE EXTREME CARE IR FABRICATION, HANDLING, SHIPPING, INSTALLING AND IIRACIN6. REFER TO MIB -91 (WDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SHS D'ONOFRIO DR.. SUITE COD, MAOISDN. 9t 53119). FOR SAFETY PRACTICES PRIOR TO PfRFOAMINB THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SMALL NATE PROPIRLT ATTACHED STRUCTURAL PANELS, BOTTOM GOAD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPDRTANT" FU1lN ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENID PRODUCTS, INC. SHALL 901 Of RESPONSIBLE FON ANY DEVIATION FROM TNT$ DESIGN; ANY FAILURE TO BUILD THE TRBSSES IN CONFORMANCE WITH TPI: OA FABRICATING. HANDLING, SNIPPING, INSTALLING AMD BRACING OF TRUSSES. TN 11 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS Alf MADE OF COSA ASTM A653 GA40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TROSS, AND UNLESS OTNERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IGD A-E. TME SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIRECAII16 RESPONSIBILITY SOLELY FOR INC TRUSS COMPONENT DESIGR SNOWS. THE SUITABILITY AND USE OF TH13 COMPONENT FOR ANY PARTICULAR 89TLDI96,IS THE RESPONSIBILITY DF THE BUILDING DESIGNER, PER AHSI/TPI 1-1995 SECTION 2. 0 +B-0-0 TC LL 16.0 PSF TC DL 14.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LO. 35.0 PSF DUR.FAC. 1.25 SPACING 24.0M Scale 4.375"/Ft. REF R427--82620 DATE 09/27/99 DR W CAUSR427 99270041 CA -ENG AEB/CWC SEON - 1595.20 FROM E.D (LATILE-LEE/AHRENS "TILE ROOF' H-50 DRAG/HAT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L• it ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard -489# NON -WIND UPLIFT AT BRG (X -LOC, Y -LOC): 0.00'. 8.00'. ca ** PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. THE MAXIMUM HORIZONTAL REACTION I5 2441.63# 10 PSF BC LIVE LOAD PER UBC. LROOF, OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. o TRUSS TRANSFERS 135.00 PLF ALONG TOP CHORD C=) DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND `D CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. o IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC z Q 24:00' OC, BC O 72.00` OC. W4X4 = H V Q O P Pr A W ' W W 8-0-0 W4X4(A2) W4X4 A2) '0-12 8-9-4 p'a'°'��'���``. L� I • 8-9-4 ®�N 17-6-8 Over 2 Supports R-1170/-489 W -3.6- R-1164/-483 W-3'.5•' ROV. Rh -2442/-2442 w 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI S7 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. NAIDLING. SNIPPING. INSTALLING AND CT - RIACIIG. REFER TO Hit -91 (HANDLING INSTALLING AND BRACING). PUBLISHED IT TPI (TRUSS FL►TE 07 - _ INSTITUTE. SRS D'ONOFRIO DR.. SUITE 200. MADISON. RI 53719). FOR SAFETY PRACTICES PRIOR To [T PERFORMING THESE FONCIIOIS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL RATE PROPERLY ATTACKED ^,. - STAICTOIAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. "IMPORTANT-- FURNISN A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DISIGI: MY FAILURE TD CV B0I1.0 THE TRUSSES IR CONFORMANCE WITH TPI; DR FABRICATING. HANDLING, SNIPPING, INSTALLING AID A L PINE - .BRACING DI TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (RATIONAL DESIGN. 51., SPECIFICATION PUBLISHED BY TNI AMERICAN FOREST AID PAPER DISSOCIATION) AND TPI-. ALPINE W CONNECTORS ARE NAGE OF 20CA ASTM A653 GR40 GACA. STEEL,ELCEPT AS NOTED. APPLY CORRECTORS TO K10 EACH FACE OF, TRUSS, AHO UILE$S OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER L,,;.,�y�,,;,, �� . DIAWINGS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A+y..... ...6.,wwu, ��� IRO. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 'SHOWN: THE SUITABILITY AND USE OF TUTS .SRC(B7IImTu, CA 9SB28 CON PDIEIT FOR 01 PARTICULAR IUILOIKB IS THE IESPOISIIILITY OF THE BUILDING OESIGHER, PER. A151/T►I I199S SECTION 2. CA/ -11/-/-/-/F TC LL' , 16.0 PSF TC DL 14.0 PSF BC DL 5.0 PSF BC LL. 0.0 PSF TOT -LD. 35.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale —.375"/Ft. REF R427-'82621 DATE 09/21/99 DR W CAUSR427 99270059 CA -ENG AEB/CWC SEQN - 159539 FROM -E.D (LAT1LE-LEE/AHRENS 'TILE ROOF' H-6 HIP/HAT [24'S8]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD .2x4 DF -L $1 WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. Q PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. o o FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 0 847,045, 3,045,810, OR 581,670. 0 z H U Q Q a G.., Ca W f� W W ' z c� W2X4(A1) a z W W2.5X4 A W7X6-e# C: � �G W2X4(A1) Go -D-2-12 0-212 L 7-9-4 12-0-0 1 7-9-4 17-6-8 Over -2 Supports, R-629 W-3.5' R-629 W-3.5' +8-0-0 cp>� v , N PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 1 —WARNING-- CA - 1 -. F Scale —.375'/Ft. pj TRUSSES AEOUIRE ETTREME CARE IR FABRICATION, tlANOIStl[PPtYG, INSTALLING AND BRACING. REFLR TO N)6.91 (DANDLING INSTALLING AYD BRACING). PUBLISHED BY TIT CTRDSS PLATE INSTITUTE. �,OfESS/p, TC LL 16.0 PSF REF R427--82622. C3,). C 503 D'ONOFRIO DR., SUITE 200, MADISON, WI $3719), FOR SAFETY PRACTICES ?*IDA TO PERFORMING THESE FUNCTIONS. UNLESS OTHEAYISE INOICATEO. TOP CHORD SHALL HAVE PAOPERLT ATTACHED TC D L 14.0 PSF DATE .--, STRUCTURAL ?ABEL S, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACNED RIGID CEILING.. 09/27/99 - •IMPORTANT'• FURNISH A COPT OF THIS DF SEW TO THE INSTALLATION COtlTRACIOR ALPINE C� N PRODUCTS, INC. SHALL NOT BE REUONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN: AMY ►AILOIE TO FAILURE DU ILO TXE 7t0Sf[S IN CONFORMANC( BC DL 5.0 PSF DRW CAUSR427 99270042 G ALPINE PITY TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AMD BRAC ENG OF itOSiCf. THIS DFS16R COtiORHS Y1T11 uPLltAel[ PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BC LL 0.0 PSF CA -ENG AEB/CWC -a W BY THE AMERICAN 104EST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE BADE OF 20GA ASTM A653 *� C/1 A(PIp� Epgjyd j'lOdyClH,l� SNa�mOo,CA 95829 G140 GALV. STEEL. [KEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TR99S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A•1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEEAING 0.ESPONS IBIL IT SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND HSE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ?E4 FOR ANT SECTION ANSI/TPI ANSI /TPT 1.1995 SECTION t. TOT . L D . 35.0 PSF SE 0 N - 159526 OUR. FAC . 1.25 - FROM E . D SPACING 24.0 " IT DANGER: A DANGER designates a condition This safety alert symbol is used to attract your where failure to follow instructions or heed � attention! PERSONAL SAFETY IS IN\/OLVED! When you see this symbol -BEC►OME ALERT -HEED ITS MESSAGE. ing will most likely result in serious personal inju, fry or death or damage to structures. WARNING: A WARNING des rc ibes a condition tructioldresultin A where failure to follow00rdamgffislPTures severe personal injry . ACAUTION: A CAUTION identifies safe operating WIN practices or indicates unsafe conditions that could result in personal injury or damage to structures. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal inju, fry or death or damage to structures. WARNING: A WARNING des rc ibes a condition tructioldresultin A where failure to follow00rdamgffislPTures severe personal injry . HIB-91Summary Sheet COMMENTARY and RECOMMENDATIONS for .44 HANDLING, INSTALLING & BRACING METAL TRUSS* PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 PLATE CONNECTED WOOD TRUSSES © Madison, Wisconsin 53719 (608)833-5900 Itis the res op nsib&oftheinstaller(builderbuildingcontractor, icensedcontractor truss industry, but must, due to the nature of responsibilities involved, be erector or erection contractor) to propodyreceive. unload, store, handle, install and presented as a guide for the use of a qualified building designer or installer. Thus, brace metal plate connected wood trusses to protect life and property. The installer the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages must exercise the same high degree of safety awareness as with any other structural arising from the use, application or reliance on the recommendations and material. TPI does not intend these recommendations to be interpreted as superior information contained herein bybuilding designers, installers, and others. Copyright to the project Architect's or Engineer's design specification for handling, installing © by Truss Plate Institute, Inc. All rights reserved. This document or any part and bracing wood trusses for a particular roof or floor. These recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. Frame 1 Diagonal brace also required on end verticals. Top chorda that are laterally braced can buckle togetherand cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed '> to the underside of the top chord when purlins 1 are attached to the topside of the top chord. 12 / —� 3 or 9• / greater // B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required—� 10' or Greatel r Attachment Required PLUMB D(n) D/50 D(ft) Up to 24' 1 3/12 8'1 17 1 12 112" 2' Over 24'- 42' 3/12 7' 1 10 16 1" 4' Over 42'- 54' 3/12 6' 6 4 Truss i P Over 54' See a registered professional engineer Depth i DF - Douglas Fir -Larch SP - Southern Pine C'•' HF - Hem -Fir - SPF- Spruce -Pine -Fir i I `i D/50 or 2" Maximum Plumb i� Line ti OUT -OF -PLUMB INSTALLATION TOLERANCES. yQF �`Jg ✓ \ Diagonal brace also required on end verticals. Top chorda that are laterally braced can buckle togetherand cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed '> to the underside of the top chord when purlins 1 are attached to the topside of the top chord. 12 / —� 3 or 9• / greater // B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required—� 10' or Greatel r Attachment Required PLUMB D(n) D/50 D(ft) 12" 1/4" 1 ' 24" 112" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' Frame 6 L(in) ,U200 L(ft) 50" 1/4" 4.2' 1 00" I 8.3' 72" 1-1/2" 6' 3/4" 12.5' 84" 1-314" 1 7' Y 96" 2" 8, j Truss i 108" 2" 9' Depth i D(in) i i I Lesser of D/50 or 2" Maximum Plumb Misplacement Line ti OUT -OF -PLUMB INSTALLATION TOLERANCES. Frame 6 L(in) ,U200 L(ft) 50" 1/4" 4.2' 1 00" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200' L(it) 200' 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. r V WARNING: Do not attachcables, chains, or WARNING: Do not lift single trusses with spans I j hooks to the web members. 11FAilt--Whi-0-013-01 .geaeby the peaA\ k. l Truss spans less than 30'. Spreader Bar Toe In Toe In SpreaderBar Toe In Approximately '/2 to Y3 truss length Less than or equal to 60' Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo rary bracing is Installed. Strongback/ SpreaderBar �10 L\LNNNVA/11V//A�1// Approximately Y3 to 3/4 truss length Greater than 60' Tag /Line Tag Line Strongback/ SpreaderBar Toe In At or above Mid -height Approximately Approximately '/2 to Yja truss length 3/3 to 1/4t I russ length Less than or equal to 60' Tag Tag Line Line Greater than 60' Frame 2 Typical horizontal tie member with multiple stakes (HT) Prue& of braced oup of trusses (EB) 60° so° or less or less TagApproximately Approximately Tag Line '/z truss length '/s truss'length Line Truss spans less than 30'. Spreader Bar Toe In Toe In SpreaderBar Toe In Approximately '/2 to Y3 truss length Less than or equal to 60' Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo rary bracing is Installed. Strongback/ SpreaderBar �10 L\LNNNVA/11V//A�1// Approximately Y3 to 3/4 truss length Greater than 60' Tag /Line Tag Line Strongback/ SpreaderBar Toe In At or above Mid -height Approximately Approximately '/2 to Yja truss length 3/3 to 1/4t I russ length Less than or equal to 60' Tag Tag Line Line Greater than 60' Frame 2 Typical horizontal tie member with multiple stakes (HT) Prue& of braced oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered End diagonalsrae ntlai for -trusses must be stability and must be dup c on placed on vertical both ends of the truss system webs in line with the support. �\ (Da 30" or greater 4x2 PARALLELCHORD TRUSS:TOP CHORD,;; Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1j 19 End diagonals are 31 fa stability and must be dup ate both ends of the truss system. Frame 5 TOP CHORD TOP CHORD DIAGONALBRAGE MINIMUM LATERAL BRACE SPACING (DBs); :SPAN DEPTH SPACING(LBs) #trusses SP/DF !SPF/HF ' 30" 8' 16 10 - 48' �Qvll 42 6' 6 4 - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered End diagonalsrae ntlai for -trusses must be stability and must be dup c on placed on vertical both ends of the truss system webs in line with the support. �\ (Da 30" or greater 4x2 PARALLELCHORD TRUSS:TOP CHORD,;; Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1j 19 End diagonals are 31 fa stability and must be dup ate both ends of the truss system. Frame 5 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine t HF - Hem -Fir SPF - Spruce-Pine-Flr Continuous Top Chord Lateral Brace –� All lateral braces Required lapped, at least 2 �— trusses. - 10' or Greater Attachment Required - Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment / Required Top chords that are laterally braced can buckle togatherand cause collapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topelde of the top chord. SCISSbRS TRUSS rs00. SAS �p TOP CHORD a 1< Top chords that are laterally braced can buckle togetherand causecollapse If there is no diago- nal bracing. Diagonal bracing should be nailed fiOp CHORD DIAGONAL BRACE 12 MINIMUM LATERAL BRACE SPACING (D�� 4 or greater SPAN PI,7CH SpACING�LBSj #trot#ses e Up to 32' 4/12 8' 20 15 Over 32' - 48' 1 4/12 6' 10 7, Over 48'- 60'- 1 4/12 Over 60' See a registered professional engineer DF -: Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine t HF - Hem -Fir SPF - Spruce-Pine-Flr Continuous Top Chord Lateral Brace –� All lateral braces Required lapped, at least 2 �— trusses. - 10' or Greater Attachment Required - Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment / Required Top chords that are laterally braced can buckle togatherand cause collapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topelde of the top chord. SCISSbRS TRUSS rs00. SAS �p Top chords that are laterally braced can buckle togetherand causecollapse If there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. i Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine t HF - Hem -Fir SPF - Spruce-Pine-Flr Continuous Top Chord Lateral Brace –� All lateral braces Required lapped, at least 2 �— trusses. - 10' or Greater Attachment Required - Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment / Required Top chords that are laterally braced can buckle togatherand cause collapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topelde of the top chord. SCISSbRS TRUSS : F I - - ' I r I ' �TI I I � I I I i I I I I i I I I