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047-670-062
Vito/ -697v- a o 7-00- 0&1 47 7-"62 00-141�" WILL W & CATHY ,I,o AUG ANE, cm 0 CONTR: STEVE IC NEW SrNGLE F Ly -6 TM &CA Y N ANE AUGAUGLI STEVESIC EVE S L MLY rSrNG E FAMI 047- -062 17 ' 7 & KATH� L WILLIAM & KATI�4 3U C 4038 AUGUSTA Hjcq- 0 T CONTR: NA Ko� '001, _9 POOL MASTER 502 7 02-97 24 02 I 7 NOTES RESIDENTIAL PERMIT NO. _ 047-670-062 00-2617 i WILLIAMS, TIM & KATHY } t 4038 AUGUSTA LN. CHICO a + . CONTR: NA POOL MASTER 502-97 j.. II SPECIAL CONDITIONS II -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER k JOB FINALED (Date) Signature . CHECKED - BY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE W t Q� o� - � 61 j OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above a dress and should be corrected. Please notice this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t -o W Date ���` InspectorI(;i.s-C REV 10/92 N X = OK N 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 8. 7. Well Clearance 8 Disconnect 9. 8. Utility Clearance 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Siding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 I, Date Card B-1 Date Card B-1 MISCELLANEOUS pate DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections Splice Decal Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses i 9. 10. 11. Siding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card 13-3 Date Card B-1 Date INAL (Plans) OK except #'s 1. s -Easements s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 1 6. Elec.; Enclosurg6','Conduit Entries -Terminals -Listed 7. Elec.; Bon ' g; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 0. PI mb.; Cir. Test -Water Supply Test . Light Niche Date �l f Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 All. V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) OK except #'s Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ext. Doors -One 3' -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 Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 79. 11. Water Pipe; Test -Anchors -Regulator -Service Test Guard Rails & Deck Construction -Post Caps 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & 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/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. 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 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Inslld./Drive Q Yes 0 NoMalks Q Yes 0 No/Planters Q Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF PUTTE - DEPARTMENT OF DEVELOPMEN— SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PE MIT NQ (Rev. 12/96) APPLICATION AND PERMIT �zq ASSESSOR PARCEL NUMBER 047-670-062 ZONING BUILDING PERMIT OWNER WILLIAMS, TIM &KATHY TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 90,000 OWNERS MAILING ADDRESS 4038 AUGUSTA LANE, CHICO CONTRACTORS NAME PERFECTION POOLS TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ n non ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAIUNG ADDRESS , Filing F@@ Permit Fee Plan Checking Fee $ 20.00 $ 916-00 $ BUILDING ADDRESS 4038 AUGUSTA LANE CHICO Energy Plan Checking Fee ' $ $ PERMIT FEE $ 259.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: POOL /MASTER PLAN # 502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. \' License Class C S 3 Lic. No. �Vo b �Z� 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 _Z"u S c a /tom Policy Number ���} /� /o 6 %q.�2.S." In a0 0 (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 ith comply those provisions. ) X/ % —T / Date l X2-3 2060 Signature of Applicant - ❑ Owner CSVContractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. 3.5QF°: OR osrS. ( ACC. M NON-RESID. 97.50 POWER APPARATUS a swGLE OLmer CIR. EX. Occup. OUTLET OR FIXTURES .00 SAL O I.so OR Ex. Occup. OFIXur rs R=.) EA5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 30-00 .30-00 P001 ELECTRIC _L PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST.ATYPE❑ TOTAL FEE$ 44.00 HAZ. DIM FLOOD e� !DF PAR D 5SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By V PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat / C) 6 O (DP-) Receipt No. 302753 / $344.00 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • `t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. - .(Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER v ll / �J O � zom:! n BUILDING PERMIT N,( // ! // /µ���/ TcuD�No`JNEK SO. FT. OCC. BUILDING VALUATION DWNER (G �/ DI /�/ / '(7 /i e OWNERS MAILING ADDRESS 5 CONTRACTOR'S NAM NT CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MNUNG ADDRESS ARCH ECr OR ENGINEER ARCWMCT OR EN"EM S WAILING ADDRESS 6ULDWOADDRESS LOTNO.,�,_i:— I SUEONSIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other aPECIFr TYPE OF WORK New ❑ Addition ❑ �Remodel ❑ Utilities ❑ Installation ❑/�Otther ❑ Describe Work: / Gl/(� �(i� `7)L:� — L C *PERMIT FEE PAID SRA '- SHERIFF OTHER NO. AMOUNT RECEIVED $ *RECEIPT NUMBER 3 6o� � 63 * TO BE PUT INTO COMPUTER Total Valuation S PERMIT FEE _ ELECTRICAL PERMIT Filing Fee S 2�Dwoa�ss 20.00 Permit Fee S 46.00 a/( lit Plan Checking Fee $ OR ADONS. 4 ACC. S. Energy Plan Checking Fee S ,p @7.50 a' PERMIT FEE $ , PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping is. 0 0 ( rU6 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 EX. OCCU . OUTLET OR FWWRES I eAL " .SO Ex. Occup. OUnETs RES D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 F: vv ✓ l vV ��� PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE PERMIT FEE _ ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 2�Dwoa�ss 23.00 Main Service 200A To I000A 46.00 NEW CONST. DWEUjNOOCCUP. 3.50 OR ADONS. 4 ACC. S. FT. NEW CONST. ( NON-8610 . ,p @7.50 EX. OCCU . OUTLET OR FWWRES I eAL " .SO Ex. Occup. OUnETs RES D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 F: vv ✓ l vV ��� PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee S VIC I GONST. TYPE ITOZAL FEE $ 3 ed -Z. I D. FEES J FLOOD CDF PAR �I-P-O I MD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIILE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET l OWNER: C L f . /,/m ASSESSOR PARCEL b ER: Proposed Building Use: OUL Building Inspector: /i Date: r G -0241-60 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ l 33. Flood elevation certificate. --------------------------------------------- 0-6r4. Sanitation and plot plan approvali/G(/ 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. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement.-------------- 1126. ------------- ❑26. Letter of intent on building use. ----------------------------------------------. ❑ 27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------• ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: _ (Date) KWh 'ou issue the permitocess; as follows ❑ Mail to owner, ❑Ma/to contractor. Telephone ?w-1 6 l ( and hold for pickup at C�T /C office. ❑ Deliver with inspector. Applicant: 2ep Date: lb a3l-?Vc-�o Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date- By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 5�1- Date: //- Sets of plans on hold in 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date 'A- f �- E.H. USE ONLY Plot Plan Attached & Floor Plan AttachedA.-IVl Sent to B.O. - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance UjJ iIio1,s Lo74 So f f 7—logo-0622 Owner L cation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for wall, Other 2��raH•�d ,aod/. Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist 8/96 /D -ZS-ao Date * MOTES ups RESIDENTIAL i 047-67-0-062- 00-1472 PERMIT NO. ' WILLIAMS, TIM & CATHY rl q 'AUGUSTA LANE, CHICO GSC CONTR: STEVE S1CKE i NEW SINGLE FAMILY s I II&Sb90 9!!t ot-4- 1; q / q - SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. I FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY ' ,k Address � k V GAS` . )1 Meter By � Date ELECTRIC Meter By Date -GrK4 lr7'6 J JOB FINALED (Date 3 —6 _0 1 Signature V=OK 0 = Not OK ` - = Not Applicipble MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete a I MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except 9's 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"N./ PLPG 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements FINAL (Plans) OK except It's 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector Elec.; Receptacles and Lighting, Distance -GR 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy Plumb.; Cir. Test -Water Supply Test 12. Permanent Foundation Only; License Decal Light Niche Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 a I MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except 9's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1 6. Carports; Windows -Doors w 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 J = OK 0 = Not OK = Not ApF = Not Rea Date RESIDENTIAL (Single & Duplex) for (Plans) OK exc pt #'s I Date o ' g -Setbacks- Ease ments od-Slope t ain; Soils-Elec. ,1 " Ftg. Depth 3 tg., Gara ; Soils-Steel-Elec. Grnd.-/ Ftg. Depth 4. Ftg.,,Pdrches & Decks; Soils -Steel-/ /" Ftg. Depth 4. �'Amwalls.Main; Steel-Blockouts-Wrapped and Special Anchors / 8. Piers -F' place Ftg.-Steel 9. .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 7 Water Pipe; Test -Anchors -Regulator -Service Test 612. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 4Q>- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P BIN ermit) OK except #'s I t r .; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection D. ; Test Fittings & Anchor -Nail Protection i O 1 Z�:> Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 44 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E TRICAL (Permit) OK except #'s Fi ie & Transformer Clearance -Ins. Protection Ele eceptacles Spacing -Lights & Switches at Doors ES!Siz oxes & No. of Conductors Stapled 2 omaernstalled Close to Edge of Studs & C.J. 2 qui round made up w/Mach Fasteners -Bond Gas & Water 2 . A pll nce Circuits in Kitchen & Conductor Size GFI Su"d Wire Size / / ga. Cu o - C. Wire Size / / ga Cu or AI 34-1�ange Circle /4:;� / gat br AI -Oven Circ. / / ga Cu or AI Insulated Neutral es O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equ'p:'Clearances Panels -Motors -Mach. Equip. U-15lotpe-c-loset Light -Shower Light -Spa Light Ue"Ilmoke Detector Date 12--V-C(;, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s V-JrA.C. Ducts Insulation & Su ort V. ' , Exhaust above insul ondensate ram & Overflow, Size & Grade ur a1 a -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date pFrAMING (Permit) OK except #'s its Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 42 Baring Walls over Girders &Floor Nailing 4 Draft Sto a s rat proo 4 ops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) v 4 . Cling. ist-Rftr. Ties- Purlin-Rolf 8 ac.-Tj6ss- hting.-Rfng. 8. ' e e Ties or Type A Flue -Fireplace Throat Clearance Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles fiil�drmWinclows or Exiting Doors -Sill Ht. & Dimensions araqpfire Protection Framing 5&Pf`6pegV Gne Firewall & Openings t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plyw,prod on Roof Overhang -Attic Vents -R fter Outriggers 56. S' ing-Nailing Veneer I 1 i tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 / 5a Q05ino Area -Glass Protection-%Oliohts-Plastic / / Z0. -,BrUe Interior/Exterior Wall Panels I 62. I of iltration-Walls-Windows r I Date %7 _ C(1 Card B-1 Date f Card B-1 Date Card B-1, Date / Card B-1 Date FINAL (PlanAs) OK except#'s E eps-Door & 'delight Protection -Landings mokO Detector urnac Vents-cle r nce-Comb, Air -Connector - In rage Above-FIoor•Ducts-Mech. Protection Se-boroom Exiting G.F Bath Fi ures &\Tub Access -Spa lec. Tri Subpanel, Beaker Sizes &Labels 69. Staol Rails r fireplace or Stove, Clearance -Hearth 7, ec.Qditiljts at Wood Panel ;,Int. & Ext. 7 :, t. & Appliance; Ground 'Air Gap -Cooking Clearance 7300-Elec.0putfets & Receptacles at Kit. Counter 7 arage Fire D6or; Swing -Landing -Closure 75. A.C. Pd�t in Garage -Damper tr.Htr.; ts- nClearance-Comb. Air Connector-P.R.V. in age; Above Floor -Mach. Protection Ib., Elec. �Mech. Equip. Listed for Location Q8. EIe eceptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -F m -Looked in Attic 80. Guar ails & Deck Construction -Post Caps 8,1,41n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under F O Yes 82. Folloving I&Kd-/Drive es ❑ No/Walks -aloe-O'lq-o-/Planters es No to 86%_14�5r II, '§connect, Electrical, Plumbing 87. eri Vic' f.F.l. Receptacle -Underground 88. t io roughout House 90"Corre ns from Previous Inspections 91, as -Meters Tagged, Gas -Electric 92 ater & Sewer Connected -C/O to Gr pproval 93. Ener Compliance Cert' cate-Other a es Date !VZgC1.1 Card B-i-tZZ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .,,. COUNTY OF BUTTE.,,.• s. li BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville; CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. i° A routine inspection indicates that the following violations of butte county Ordinances exist at the r; above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, =� please contact this office immediately. Date 'Y CO Inspector A REV 10/92 12/05/2000 10:44 MEEKS - CHI CO a 3455'.'40 v NO. 506 •' L Jan -d--0-00 07:23A wbdc 33eirJ852831 P.021 Ot Cel-fificate of Con fo -n-r-tance e cert,rlcate_ 052736 - - �__ THIS IS TO CERTIFY tha- the glued laminated tirrl0a., prndu t:� +2,L�,+; f e�l w 'i a co,tecrve mark of Englnvered Wood Systems (EWS) wore manufaetured i;i acc3:dl-.rr_v, y, th tr'-. dt.`ph-abla slkanc6�;rw and associated sp-ec fK:a;+or+s ,nu"ic&,sn below: ANSI Standari A190-"-1992, For Wocci Pro"—,I_ F=' G;A es - Urronated iir ilner -- — —_ NEP-486 G':uac l a, -un .ted Timber �a ^: ,,-a o _ " -c 'GAP Garnputer Prcg,Z: ► For Datorrninir,y 1a ,,c^ $t-. 3 Giu:+� l.et�'t���tad fim�F�r rG1'-`�a"t•�+ncj `ws�c,�s. 'I tS HESEBY CERTIFIED t V t':; ;lF s= l 5jw='tt;e* rk r Vr we!u PrO't''.ude Y', a i'ianfj1ac't:'";:•p tPleg';+C and s :e N,'^ t1le ii;i tttered th- ��drl+d dC;UrrPrg nr_ac oss aro : adt a� pf S� 6 ,ria�rlan %i p -, v, .�, o c�•r f a t1 _ �2 a r)- 1 L' - contorma„c-'e to IriCf J$tl;+ Stdil b`U'y r.i :-1i.:i' grate and +' =-i1�F .�' j r - j ' +o ,'�, 4 .4 do r � � Ste. cr i� CO2+ O v SH errs�e%s1k 1 / ' i'hornas G. iAJi'!taP^iS0n FmiGui ve K lce rn` res;denl 6kGSlNEEREA V0000 SYSTEMS' IS 9 Ma+eo Cu,pOrVIOM 01 AN - rkE ENGINEERED K100D ASS0007101r 70+ i $am 191n Stvoa+ 4 PD. Box 11700 • Tacoma, WA 99-01+-0700 T.Oephune! 52531 583.9007 I F®r Number: i2531 565.7285 ..�.......... ,COUNTY OF BUTTE .. , ,., •, _ ..�. BUILDING DIVISION------ DEPARTMENT OF DEVELOPMENT SERVICES 411" Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 4038 Augusta Lane Chico Number and StreetCitv Butte C_O U. Su.bdiAsion Lot-Rumber DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type-- erglass-aatts Thickness (inches) 13 Inches Loose Fill Type Fiberglass Contractor/s min. installed weight/ft sq. .659 ib. Brand Name Thermal Resistance (R -Value Brand Name Johns Manville Thermal Resistance (R -Value) R-38 Brand Name Johns Manville Minimum Thickness 16.25 Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material _Eib_r_g1assJatts Thickness (inches) 3.5 inches 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION inches. R-38 Brand Name J-ohns-M.anyille Thermal Resistance (R -Value) R-13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150LOERKE INSULATION CO., INC. Item #signature, a Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcont � ctor (Co. N ame) Or General Contractor Co. Name Or wner Item #s Signature, Date Installing Subcontractor (Co. Name)) Or General Contractor (Co. Name) Or Owner CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X8 2-2X6(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T -BRACING OR L -BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH ■.VARNING■■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS' PLATE INSTITUTE, 583 D•ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING -*IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO TIM INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS / DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITA TPII OR FABRICATING, C HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 1RUSS AND, UNLESS OTHCRVISC LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS, 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSq-COMPONENT DESIGN SIIOVN. TIIE SIIIIADILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICI , WILDING IS THF RFSPONS1H11ITY (IF TIIF Dim DING DESIGNER. PER ANSI/TPI 1-1995 SECTH Qv SS/O,y IS DRAWING REPLACES DRAWING 579,640 PgO LL PSF REF CLB SUBST. DATE 06 25 99 DL PSF NoDL I�LL PSF PSF DRWG BRCLBSUB0699 -ENG MLT.LD. PSF FR.FAC. ACING �� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r `7 eounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) ' I APPLICATION AND PERMIT ®©_ /Irl ASSESSOR PARCEL NUMBER ZONING 047-670-062 - BUILDING PERMIT OWNER E E OWNER S SO. FT. OCC. BUILDING VALUATION 2520 R 136 080.00 OWNMA `-� 917 U 16 506.00 coNrRAcroSTEVE SIC _ TE 5a 5740 441 CONE 5 233.00 CONTRACTORS MAILING ADDRESS 31 GARDENIA LN. CHICO 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total valuation $ 158 319.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDI VS (2A ATIGISTA LAN, C14TC.0 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1438.90 LOT No.50,. SUBDIVISIONSNAMEPHEASANT LANDING P149%28 PLUMBING PERMIT Fling Fee 20.00 Each Trap ill 7.00 84.00 USEOFSTRUCTURE SF P Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New I Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDRROM SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 + Mobile Home I S GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service p q OR LESS 23.00 93 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 1 full force and effect. y � License Class Lic. No. 3IC> OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this ' reason Main Service To 46.00so ccu000A NEW CONST. DWELLING OCCUP. DWE200ALLING OR ADDNS. ( & ACC. BL.DS. SO 3.5¢FT. NON-RESID. T. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ I'0° aAL p .so FIXEDI Ex. Occup. Our rsPP=.) En 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 186.30 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. Pr 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' c pQ. nsatio insurance carrier and policy number are: Carrier 1"c F-uN4k MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 2 GAS FIREPLACES PERMIT FEE S 110.00 Policy Number -r- - - 2, (The above sections need not Be competed 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 fo with cc ply with those provisions. J X Date h /16 QD Igna ur of Applicant - ❑ Owner MooContractor ❑ Agen 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 Is Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 1945.20 L1AZ. Xly D. FE IMP X ROOD X COF D PARCEL Po X HD X ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 20 ' O v DateQ__ are ReceiptNo. 294726/$ '3e WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT P COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7County Center Drive - Oroville, California 959#55 • Telephone 15.3()) 538.75 1 PERMI a9v � _196) , j APPLICATION AND PERMIT �� v/11/� .��ss.ns.±.caww�oi �, / .7 ` 2� Z �» BUILDING PERMIT 20.0 )WNCR nLap"Oiie SO. F ) OCC. 8UILOING VALUATION CF— — q D e •7WMM,1 vwupdo ADOPOSS oNrRAcroR s NAYe ralOFlONa CONTRACTOR'SADDRw 'a)err- .-c ,—� a L.--- C i L 9 L i _ CONSTRUCT10N 1.90011 1 Fireplace u.NDe" WAMG AooOWN Total Valuation :$ .aeNrtE�R ewolNea / 7' 5ceme YOQ / `f FilingFee i 2 0. Permit Fee 1 S Ane�e OR oiou� pwur+o PMU/ G 9+ v��y 6 r Gv , -5J73 Plan Checking Fee b 5 Mobile Home Facilities auLDWO Energy Plan Checking Fee S Mi.. Wiring G� PERMIT FEE _ LOTNo. SuaircmWM ,mac, •� P PLUMBING PERMIT Ring Fee 20..:. Each Trap % 7.0015 Et USEOFSTRUCTURE SF Ild t)uplex ❑ Mobiahome ❑ Other Soler or heat pump water heater 1 23.00 Water pipingI S.00 CPO Each gas water heater or vent ; 15.00115-0 TYPE OF WORK New 1 Addition ❑ Remodel ❑ Utlitles ❑ Inshkilion ❑ Other O Describe Work: Geo piping system t - 5 outlets 1 15.0011150V Buildingsewer t 5.00 aP Mobile Home j S G1 Wl 1 1 @20.00 PERMIT FEE S e &,--3 PERMIT FEE' S /a 62, MECHANICAL PERMIT Filing Fee 20.00 Heatingp di Cooling Hood j 6.501 A 19;r) Q PERMIT FEE 3 Q� Mobile Home Installation Fee S Energy Inspection Fee S • c� I -jr&T JTIOTIFEE S Z ,.AL. O. FCO I • C I I 1 sal,F. r- — I This permits hereby as ed under the applicable provisions of the Butte County Code and/or Resolutions io do work indicated above for which fees have been paid. By Oate PERMIT EXPIRES ON f0 -r -r -- - ELECTRICAL PERMIT I I hUng Feel 20.0 Main Service o0 o�R is Main Service 20" To 1000 j 23.001,.)-3 I 46.001NEW CONST. OWELUNO OCCUP. OR ADONS. c i ACC. SIDS. 3, L/373. &lNew CONST. NON-RES1O. I1ULT7-0UTLEr i @7.50 _ POAPPARATUS 6 SWERO CIR 1 EX. OCCU OURET OR FKr.MEI aw ,4 1.00 Ex. Occup.0 APF� .6EA E 5.001 Temporary Service 23.00 Mobile Home Facilities I 20.00 Mi.. Wiring 23.00 PERMIT FEE' S /a 62, MECHANICAL PERMIT Filing Fee 20.00 Heatingp di Cooling Hood j 6.501 A 19;r) Q PERMIT FEE 3 Q� Mobile Home Installation Fee S Energy Inspection Fee S • c� I -jr&T JTIOTIFEE S Z ,.AL. O. FCO I • C I I 1 sal,F. r- — I This permits hereby as ed under the applicable provisions of the Butte County Code and/or Resolutions io do work indicated above for which fees have been paid. By Oate PERMIT EXPIRES ON f0 -r -r -- - �t'�•jri-' t_i t,-•..r�-t-.�-..l�.rW�..'..rJf.["4.-...'-f'T•r�•.i9-/n+-i�,v^rr4Sstr,. �.-..r�..rry.�...vr�� ..-'. r.i�-.- "`''r.r ..�y +:,.y:�• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I %, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:;/4iv 11 / 1 r44w S ASSESSOR PARCEL NUMBER: /-/ % " 6 —/-'' 4 Proposed Building Use: Building Inspector: A& — Date: 41 /Z,6 /m d At time of permit application, I wAs advised the following data must be submitted prior to permit protessingAnd/or issuance: Date Received By ❑ 1. All items have been submitted- ------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9 , ufactured Home data and installation instructions including Tie Down Specifications .-----------------! ees of $ _ �----------------------------------------------------------------------------------- C pact fees as shown on the attached schedule. ------------------------ C C - ---- -- ---____-- - ----- - ---- -- California Department of Forestry plan approval/fees. - ------ - - ------------------------- AD ood elevation certificate. ---------------------------------------------------------------------------------------- C'_11 nitation and plot plan approval Department LV Health D artment. ------------------------------------------- B. ity of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval fro np the Cityof Biggs. ---------------------------------------------- kcricroachment lanning approval for (A) Use: OK / (B) Parking: -------------------------- _)-(,_070 _� ontact Land Development about Improvements, 11Drainage, gal Parcel. ----------------------- 7 r Permit for driveway (construction approval prior to occupancy). --------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑2 . ontracstor's license information. (Number, Name Style, Classification). ------------------------------------ rker' Compensation carrier and policy number.----------------------------------------------------------- -(jam 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. ------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------• ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: W;/hnn you issue thepermit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephony 5 5 and hold for pickup at C� L u ffi ❑ Deliver with inspector. S 7/2 L,GT /ZEVr C—pv 8/2 3/0 0 P// Applicant Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: ` Copy of plans sent ❑ Health Department, ❑ Fire Department, 1. Index permit application for the above items numbered: l ❑ Plan Check List 2. Additional items required: '- o? , ` Uv- IL, Contractor, designer, owner, waffadvised 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, ❑ Briildin Divsion counter, by Date: Plans reviewed by: Date: Plans approved by: �� �/O�f Date: -d Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: E.M. USE ONLY �� '`• it Piot Pion Adel tied Floor PtA` , Attached WS d Sant t0 -i.0.119-,2 i::jgp TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L�J�l1 n.,i,�s Loi 50 /�1tisN�r: X7`7— L�7d --OG�Z Owner Location AP# Plan Approved for: Sewage Disposal LS Water Supply: Public Private Well % Clearance for . Other 4"We- Hold final for: Final clearance O.K. for: NOTE: G • �o���/cJJr, l Fh'S7I Environmental Health Specialist 8/96 -7— Ze,> - oy Date •�Y�,17 fry{ �`• •�� _ ) ti. •1 } '!i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 � f' / SCHEDULE OF FEES DUE OWNER iw1 1/tJ rel l!�lt�twl S A.P. # PROPOSED BUILDING USE Pict/ DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ oo -- Additional Fees Due ...........$ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ u-0 Units Commercial (sq. ft.).. x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) P w G avv o �.>ec %t a4y�� 8. WATER TENDER FEES (Battalion # ) e9.2 0.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Z� 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) .r s�r.��* r�F��"'�'�"�-'i^' e:.it..r-T'rTTlr,+�w„'".a'. '�ihv�^r'�F1�"�'1A�"'�•l YM r, 0 ;,, . BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) a. 1 4 n n ..! i n Property Owner Project Location/Address Subdivision Lot Number(s) Residential Development: (check one) X New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units i Comment: �aiYtw Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that JtGvti JiLKc. :2 to (Applicant Name) (Phone Number) 31 (Street Address) CC4 gS9Z� - f (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by-.'. payment for -dwelling units @ $1,189 for total payment of $JJ. 4&AAA )UdEi)e_d S)1291M CARD Repre�-s_eAtakivef I Dat PAID BY CHECK NO. REMARKS: BANK NO. 36 (Q -�- z i PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink--CARD08��8i�Guold a;proc� ��C1 �t�y of XC �t� o Building a t. park.fee (form revised 11/90) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C f e- In Building Department No. A.P. Number 7"'� %� �A Jurisdiction: City County Property Owner 7/t 1W /� e -j' U �/t-J s� l /1 a1W Property Location/Address K W 1, 4 �_ ,�..�{/ � % [ 0 Subdivision P k ,e 1— 4 't N ' Lot No. .............................................................................................................. ��'}} Residential Development Sq. Footage r7�� (� No of Living Mobile Home Addition/ "Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection); €................................................................................................................... Commercial/Industrial = -- New Addition Irioor rianns reviewea oy acnooi uisinct rersonneil District Identification No. / (n l.� 6elSD School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Street Address) j (Phone Number) (City) 1, % (State) (Zip Code) has complied with the requirements of Resolution No. representing -I QQo square feet 1 cn 1/ ,7 () �/ r School District Representative , 1 Paid by Check # Remarks: 7 V6 ' 9p by payment of $# I. AB 2926 S FULL MITIGATION $ Date t Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a►, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 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: 1 M MAILING ADD PHONE:.' 7;27D y- S L1, 132 (o DATE: 9-0? y -DD LOCATION OF WORK TO BE DONE: Loi SQ -Az i%L!A 5d:& Z4 '!y 3 7 4 vz s/ -s 1-f 4h _G7o-o,0Z TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) (9 Driveway (List Type): -e- 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 CON DITIONS:--,�IQ ::?n o,/ toot:" --7( t" -7( /422-e ❑ All work shall conform to accompanying Date Issued: f ' ZO '0(9 Surety: Yes ❑ Expiration Date: No ❑ Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works By c�E- NOTIFY COq]FORE 24 HOURS B WORK IS TO BPhone: (530) 5PERMIT # 239- 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: 1 M MAILING ADD PHONE:.' 7;27D y- S L1, 132 (o DATE: 9-0? y -DD LOCATION OF WORK TO BE DONE: Loi SQ -Az i%L!A 5d:& Z4 '!y 3 7 4 vz s/ -s 1-f 4h _G7o-o,0Z TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) (9 Driveway (List Type): -e- 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 CON DITIONS:--,�IQ ::?n o,/ toot:" --7( t" -7( /422-e ❑ All work shall conform to accompanying Date Issued: f ' ZO '0(9 Surety: Yes ❑ Expiration Date: No ❑ Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works By c�E- 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 .. q 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 Permittee's part to comply with any provision will be cause 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 sub"et to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Yercmittee 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 n 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 part of the County $ighway and to iiPmediately 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 the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or 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 be kept open for trivel 'by the general public at ' all times. No public road under the jurisdiction of they Board shall be closed to travel by the gene -al public ` withdut special permission, in•writing, of the Board of Supervisors. J 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to 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 against the County of Butte or any department, official, -or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein 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 (9005) 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 ninety-five percent (95%) 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 95%. 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 90%, 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,clgse to the, right-of-way. line as possible. No portion of the backfill(s) 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 the 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 REEK 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 starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning 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. df 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. - (v (WILL -0610- •F3D DRAG)._ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1 TOP CHORD 2xw�15F-L #2• RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard c� (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (�IILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. <(DRAG TRUSS>> TRANSFERS 67.00 PLF ALONG TOP CHORD o; THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM IUEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. "' 0 PSF BC LIVE LOAD PER UBC. ' rn• "'* THE MAXIMUM HORIZONTAL REACTION IS 1754.90 ** M O ' W7X6 0 W2.5X4 , � B W5X6 a W2.5X4 8 W4X4 = W4X4 (R) /4 1 8 W3X6,0 WSX4 (R) 4, (A) A) W1.5X411 _ cA) (A) 7-8-7 (A W5X6 (R) III a� 3-5-13 , —1 5 5 l_ Ra w w - MID a 8-0-0 W3X6W4X4 B W5X8 ES W5X6 a W1.5X4 III c.5 . C-3 w 1 4-10 Q 9-4-0 3-5-8 11-0-0 1 7-6 7-10-0 7-6-8 11-5-0 Q f I 26-9-8 'Over 2 Supports R-1705 W-3.5" Rh -1755/-1155 R-1422 CV PLT TYP. Wave TPI -95\R nocinn r.i+e i. - TOYfCTII% In nwo "WARNING'* TRUSSES REQUIRE E170.EM[ CARE 11 FABRICATION, HANOI ILO. ., ..n - - c - - aLdle -.ca /rL. SHTPPIN6, I/STALLING AND ORAC AS- REfER TO NIO-91 (BRIDLING INSTALLING AND BRACING), PUULISHED BT TPI (TRUSS PLATE INSTITUI[, 501 D'OBOFAIO OR.. SUITE 200, HAOII N. WI S)FI B). FOR _weEs TC LL 1 'SF _REFy,�R427--90804 = SAF(TT.PIACTICES PRIOII 10 PIAfOAMINB THESE FURCTIONS. MESS OTHERWISE �.YN -0AT,6J )j 8. 0 0 '"•" _. - / = INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. 10110" CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '�'i' TC y� 0- .PSF � V • '•IMPORTANT•• FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTAACIOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 101 RL IESPOASIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t .II„�` ax Pll` BC D 7.0PSF LO�R',W_• ;1- � V BUILD THE TRUSSES IN CONFORMANCE WM TPI: OR FABRICATING, HANDLING. SHIPPINB, A+. N�^�'� r ALPINE INSTALLING AND BRACIRG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN B C L �0.0P'SF CA - T B C C SP[CIFICATION PUBLISHED B1 THE AMERICAN FOREST AAD PAPER ASSOCIATION) AND TPI. ALPINE 6 "SMWO 4-• 76 - � CONNECTORS ARE MADE Of BORA ASFM A663 6140 GALL. STEEL. EXCEPT AS 10110. APPLY CONNECTORf TO EACH FACE * * TOT LID. 33.0 PSF = �S. "ym0 FJIID> PSCaMCtR'IIfO' SBC>somm, CA 95828 OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P(0. D1AY11Gf ISD A•7RES. THE S[AL ON TRIS DAANIWG INDICATES ACCEPTANCE OF PROFESSIONAL IN61NE[R 110 COMPONENT I►OR AWYLPARTICULAREBUILDINGO ES TIERESPONSIBILITYOf THE BUILOIISSm SHOWN. THE ITY AND OISIGWER, P[p THIS RWSIITft JISECTION E. j �C D UR .FAC . 1.2 5 FROM , KD SPACING 24. ON a S` .(RILL -0610- .41 DRAD TOP CHORD 2x4'DF-L #1 BOT CHORD 2x4 DF -L #1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTIONS (R--398# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD.. DILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c --A **,TME MAXIMUM HORIZONTAL REACTION IS 845.74 ** ,-:N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240.00 LIVE AND 1-/180.00 TOTAL LOAD. TO BRACE TC @ 24.00' OC, BC @ 12.00' OC. 10 PSF BC LIVE LOAD PER UBC, C'73:<DRAG TRUSS>> TRANSFERS 67.00 PLF ALONG TOP CHORD' � 'HROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM C,tND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. z 0-R-3+16-5-3 54 +14-8-4 B r +12-0-4 H Q.. A W 8-0-0 W z W2.5X4 1) ERA L R-93 z w. w z _ a �--5-11-4 0-1-8 6-7-6y Q 12-7-6 Over 5 Supports - R-765/-398 W-3.5' R-321 W-1.5- R-157 W -1.5 - Rh -8461 -846 -1.5 -Rh 846/-846 6 o PLT TYP. Wave TPI -95\R Design Criteria: TPI STI —WARNING •• TIUSSEf REQUIRE EITREIIE CARE 11 FABRICATION, HANDLING, SHIM IG. INSTALLING AND C� NRACII6. RIFER TO HII.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (7NU55 (LATE C=) INSTITUTE, SB7 O'OYO/RIO OA., LUI7E t00, MAOISOtl, YI 5719). FOR SAFETI PRACTICES 14101 TO , C� IEIFORMt NG TIIEiE fORCT[OY3. UNLESS OTMERYI SE IYOl CATEO, TOP CXOYD SHAH tlAYf PROPfIII AT7ACHID N STRUCTURAL PANELS. BOTTOM CH01D SHALL MAII A 11-PERLI ATTACHED RIGID CEILING. •IMPORTANT•• FURIIStl A COPY OF THIS D(SIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS. INC. SNAIL 40T BI AES? ONS IOIE FOR ANY DEVIATION FROM IX IS 011161: ANY FAIIUA( TO n1 :01LD Till TRUSSES IN CONFOAMANC( NITM TPI; OR FARNICA TI IG. HAXOLIIO, SHIP►INR, INSTALLING AND ALPINE SIACINO OF TRUSSES. TOIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS OF NOS (NATIONAL CIS16R V,- SPECIEICAT10N PUBLISHED BI THE AMERICAN FOREST AID PAPEA ASSOCIATIOI) AID TPI. ALPINE cog IICTORS ME MAOI Of t0A ASTM A65S 6140 GAL►. SFIEL, EXCEPT AS NOTED. APPLY COYMICTORS TO Q CAC: FACE Of TRUSS, AID .,.LESS OTMERYISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS /fR DRANIRSS 100 A -I. TIE ML 01 THIS CRANING INDICATES ACCEPTANCE 01 PROFESSIONAL INS]YF(gING I AIyIoB IiD$�^"'r""E pPOlbiCtk jIIO ICSIOY31011ITT SOLELT FON TIC TIUfS COMPONENT DESIGN INDIA. THE SUITABILITY AND USE Of THIS 36aemtal0, 9SB28 COMFONI NT ►01 ANY IARTICUTAA BUIIDfIR IS THE R[fP01fIBILITT Of TNf BUIlD1YB DESIGNER. TEN ANSIFTFI 1.1993 SECTION Z. 3, �J E.. 6 �I`� q�C��Y/I XV . LNG DEPARTME, 19 CA - E Scale %'af25' Ft. �pFES TC LL 16.0 PSF REF R427--90805 TC DL 10.0 PSF DATE 08/18/00 �O BC DL 7.0 PSF DRW CAUSR427 00234001 ZEN 630tODl BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 33.0 PSF SEAN - 43881 DUR-FAC. 1.25 FROM KO SPACING 24.0" 1 7 (GABLE Elio DETAIL �[. SIRQfW),,CK I INAIL TO LEDGER 12' (BRACED AT 55' D.C. l/ ILEDGER { (NAIL �-VIIYK; IcA35 TO VERTICAL W/2 -10d NAILS) r... c/ (K) SPACING FUR H3 = 56.0' O.C. REFER. TO SIWSON CATALOG C-9411-1 FOR PRODUCT AIIACIU1EN1 SPECIFICATION (ATTACH A35 III FI DIRECTION IIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUGH111E0 BY IRUSS Mf R. n ROOT MATERIAL OII ILDIIKER I I ( C ) GaELE [ND 45 2X LEDGER CO1u10N \SIRONGOACK BRACED AT 55' O.C. (C) IX4 CONT IIRIIIIIS LATERAL DRACI14G FOP BRACE (STRONIGOACK) HL'MUER LONGER THAN (M) 2X4 F.L. OR H.F. 12 OR 72'. ATTACH AT MIDPOINT O= EACH 62ACE BTR, SIRONGOACK BRACE I/2 -8d CCOHMUN HAILS. 24' MAX IN ) PEAK PLATE TD MATCH COMM -CH TRUSSES. NOTE: CIIUP.US 10 BE 2X4 FIR-LARCII 12 Hill. (SI I SPLICE PLATE TO MATCH CLMHON TRUSSES. NOTE: TIIIS DETAIL NAY DE USED FOR (111) FEEL PLATE 10 HATCH CO)94011 IRUSSES. 1RUSSES 'TITIN PITCHED O.C. ALSO. (0) OPTION 10 WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO 111RU CIIORO INTO WEB 6 IIIRU WEB INTO CHORD ON ONE FACE FOR A NOTAL OF 6 STAPLES. (PI I. ( SI ) 6 (III ) MUST Be PLATED. (G) GABLE ENO DESIGN BASED 011 75HP11 MIND LOAD. EXPOSURE '0' AT 0-25 FT. MEAN PLATE (PI) IX3o f 5 2X4• II -10-0 a (SI ) (N) PSF (G) Q 0.0 PSF * TOT.LD. 50.0 PSF /I (S) 15-6-0 11 & BETTER. 7-9-0 LE SS 7 9-0 �-eR1t �0 (N) 6'O.C. MAX mo.L— LI o (Si N IIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUGH111E0 BY IRUSS Mf R. n ROOT MATERIAL OII ILDIIKER I I ( C ) GaELE [ND 45 2X LEDGER CO1u10N \SIRONGOACK BRACED AT 55' O.C. (C) IX4 CONT IIRIIIIIS LATERAL DRACI14G FOP BRACE (STRONIGOACK) HL'MUER LONGER THAN (M) 2X4 F.L. OR H.F. 12 OR 72'. ATTACH AT MIDPOINT O= EACH 62ACE BTR, SIRONGOACK BRACE I/2 -8d CCOHMUN HAILS. 24' MAX IN ) PEAK PLATE TD MATCH COMM -CH TRUSSES. NOTE: CIIUP.US 10 BE 2X4 FIR-LARCII 12 Hill. (SI I SPLICE PLATE TO MATCH CLMHON TRUSSES. NOTE: TIIIS DETAIL NAY DE USED FOR (111) FEEL PLATE 10 HATCH CO)94011 IRUSSES. 1RUSSES 'TITIN PITCHED O.C. ALSO. (0) OPTION 10 WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO 111RU CIIORO INTO WEB 6 IIIRU WEB INTO CHORD ON ONE FACE FOR A NOTAL OF 6 STAPLES. (PI I. ( SI ) 6 (III ) MUST Be PLATED. (G) GABLE ENO DESIGN BASED 011 75HP11 MIND LOAD. EXPOSURE '0' AT 0-25 FT. MEAN PLATE MAX. WEB LENGTH IX3o 2-B-0 2X4• II -10-0 3X46 13-6-0 6 - IOd COTUON BLOCK NAILS \ BRACE 3-IOd NAILS EACH END ONLOOKER CRITERIA HEIGHT. . PLT TYP. Wave TPI -95\R DesiEL Criteria: TPI -95i O Q Q ••YARNIMO•• IA USf(f AEOVIR[ EIIAEM[ CAA[ IN fAOgICA110N. NANDIING, SHIPPING. INSTALLING AND eA ACING, ;IF 10 N10•fl (NANDL IND INSIALIING AID ORACINO), PUOLISN(D DY 1►1 0AUSS /LAI[ Q O INS11101E, e] D'OROFIO DR.. SUIT[ 200, MADISON, YI e3/11), FOR SAF[IY PRACIIC(S PRIOR 10 (INF ORNINO IHe(S[ FUNCIIONS. VNL(SS OIN[RYIS[ INDICAI0, IOP CHORD SNAIL HAVE PROPERLY AIIACN[D Q Q fIROC1UAAl PAN(Lf. IOIIOM CHORD SNAIL HAVE A PROP(RlY AIIACH(D R1O10 C1[LINO. ••IMPtR1ANE•• FURNISH A COPY OF IRIS DESIGN 10 IN( INSIALtAIION CONIRACIOR. Al►IN( [NOINEIR[D F�TJZPISSE PNODUCIf• INC.SNAIL Not I[ R[S►*:3.111[ FO0.ANTD[YIAIION FROM IRIS D(SIGN: ANY FAILURE 10 IUILDINEIA UfS[fIACONFORNAC[YIIMP1: OR fADAICAIING. HANDLING• SHIPPING• INSTALLATION OR IRACINO OF IAHSSIS. INIf D[SIGR CONFORMS YIIN APPLICAOI( PROVISIONS OF NOS (NAIIONAL DESIGN S►(CIFICAIION PUeLISN[D IY 1N[AM(RI[AI FOR(SI ANO PAPER ASSOCIATION) AND III. AtFINE C. R A663 U((��(ACN[CIONSFACE OF NII USI"AO[ OF SOCA AND UNl(SS IOIN(AY IS['IOCAI[0 ON[ IHIS[DESIGN. AS ROI(D. APPLY POSIIIOY CONN(CIOAS[►(NIf 10 1..) 1� OI AI N(GIAUSS DIIIC IID NIR(AAND fllAll NN0'[(A'$ SIAt lift 00 IRIS DRAWIANY NG I[AAPPLIES Doty 10 IN[ DESIGN 12' MIM 24' MAX 3.5' MAX. TYP. NOICH a 24' D.C. 1.5' MAX.' 2X4 F.L. LLHOER GRADES MAX. LENGTHX. WITIIGUT BRAC ING IN) LEIRi111 V/ STRUNWACK BRACE I S ) STAIIOARD 5 -II -0 II -10-0 c>t�es A DC DL PSF DC LL 0.0 PSF * TOT.LD. 50.0 PSF /I 7-9-0 15-6-0 11 & BETTER. 7-9-0 15-6-0 r.�. SS 7 9-0 �-eR1t �0 ..TC LL 30..0 YP,fF ti4� 1\�N w y S s I C D L., ,t 15 0 PSF c>t�es A DC DL PSF DC LL 0.0 PSF * TOT.LD. 50.0 PSF NIL* Ir'ffOf CAL1F0 DUR . FAC. 1.15 SPAC I NG REF -WR992 DATE 03/19/98 DRW CDT 12 SEAN - 25458 F•RO14 PITC rs i r, Jab: 0! t G2.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 TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. `UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. ...........(A) (A) I r CD103 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED SEE ORIGINAL DESIGN FOR PROPER BEMENSION9 ING TYPES MAY BE SUBS1ITUTED1 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 WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 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 @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. _ Rev PLT. TYP.ALPINE DESIGN C81I UBC � 0 0 0 0 0 o to C� 0ATRUSS t� u o v o o xxIMPORTANTHH""ghq" I, �um"Pr"e a "- 09 tic- DCrtA11o1 taMr (roe DE91011 on THESE fgCIFICATtdD, DRAW MUSW Ta Bono TIM TVDW TH COVeMOa MIH109180 0.1 rvt. M►[We CWIYCrerK Ur MADE Or 7JW pt.V. ilEtl aR1TE0 UrH A44e Gn a uufr AS NOTED. tr" T tauA3Td1e 10 EAC" TAM Df , � Ara watts onf.wlfe aaalEe ort THIS atstr+s POS11rM PO Cat VrA 181 114 C MA -f. OESIOI 0T1111mW SEft 9FLOn T4NO 11 LL 001 OF TO JPKE T 0 DEPICTED )11 Nit iED PEPE WARNING e w a"lrt"Ee er �i OV.oi.a. SEE 1418-e1 of wt. let Tell,DUMP w0 $J3tr'CWA. SPECK Pt1A.DEH1 1pAet4o at MRPf"s. W4.te3 O"tMlfe t1DiWtEQ. tot•�r. 01010 fall R UTV%Uf eA10ED HIrH RDPte ay A"4t1Eo OLrHEm i ef"D1114i. Sol Tom nweW1Ietmots ,11TH /POPERf AVIADIOD 01810 CE11.11 '� KE rED11rGL ISIA1E v/von fal Fee ttf TPl toTIMWtDfS•UERIDIr tXIRiM ofP1His ��'•��� , �vf yf��y 1 s y � •. +^5+CD103 Ho. SW�IS P CIvo ljfpFCAL�t��� TC LL 30.0 PSF TC OL 15.0 PSF DL 5 . O PSF BC LL 0.O PSF TOT.LD. 50 • O PSF REF R992--42293 DATE 06/213/93 ORN -ENG FM1,t/o DUR,FAC. 1.15 PACING 24.0" .__1PI . Rajas ►Ta.c Trbrl»IL rps . tsP. 111TIMU& 00IMt sPEC111=1toq rots 03Do VVISH 1C1IDH IRI►ss ORAC�INc/0161 ZING DI IAIt f , 11115 DHG PR(i,mn IROII COHNIIR INPUT It0Ans 1 nmrfiCIONct cuwluIIIn .. ...... ... 1111193 IIRACTNO/01.00KING DETAIL (AT SIA'PONr) sults UIIAGINU DESIGIT-D TO STAOILIZE TRUSSES, AM) IIAS NOT BEEN 1)ESIGh[D TD RcSISt LATERAL SHEAR LOADS, (A) 2X4 13 IIE14-FIR OR DETIER CONT1IX1011S LATERAL GRACING TO DE EQUALLY SPACED. ATTACII WI111 (2)•164 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 00111 EIAS TO A SUITABLE SUPPORT GY ERECTION COUTRACTOR. , (H) IIEIGIIr OF TRUSS AT 6UPP0(ti. 1. .l— TRUSS (A V 1' VERTICAL WEB (0D) I1 NO SECTION S -S (0) 2X4 II.F. 13 OR DETIER DIAGONJ(k DRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACII 10 EACII OVERLAPPING TRUSS USIfIG BRACE IIAT DE (2)-16d NAILS AS SIID414. LOCATED Oil EIT11E6 FACE OF VEIZTICAL. (P) SIIEATIIING APPLIED TO TOP CIIORO. (L) LOADS AS IIIDICAIED DII TRUSS DESIGN. (1.1) IF TRUSS IIE1GIIr AT SUPPORT IS 10.0" OR LESS, DIAGONALS IIOT RE/QUIRED. 13 ■ APPROX. 45' (OD) CLOCKING TO BOTT014 Clan OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF DOT104 CIIORO. PlT TYP. Nave O O Q TPI -95 SD 18.2cYwt120DiCriteria: TPI -95 Q ••• AIAICAIIO,INA1DlINC, Clog'flit/110, INSIAIIINC AND &11" 10 "I'll 10"OtIAG 1961A1111& AND 94AC11C1, ►u9tl5N(0 11 Itt (INOff PtAlt O .ASlllru. ul 1 04orlo 01., split 100. N401t". rl ur111, TC LL REF R 4 2 1 Q ION sunt "'Mcts "low to Q�p1(SSIO 119UCIUISI 11111 #"otiont, pilus o1111r1St IAOICAl10, l0► CNOAD fxAll wAlt ►1O►utY AIIACNto li(' Q 111 YC IY111 ►AAll f, IOIION CN0A0 tNAll NATI A 1101"Il AIIACN(C TC DL DALE 1/12/94 E� 11010 CIIl1A0. ••INFOAlA1I•• IV41114 A COPY OF 1111 011161 10 INC INSIAttAIIOI COMIIACIOA. AMAI 1N01N("l0 {►01{1011 101 AMY OIIIAIION ING" INII ��O OC DL ( L 1 0161021 ANT FAIIYAI 10.IRACII.Im06( YIINloll01FAIAICAII&C- 2AIDLING. SNIFFING. INSIAttAIIDt OA 11ICIN9 Or 1111!11. IAIt Gl{162 COAFOANt rllw APFJICAit( G I LL �SS� /MOCISIOMS Or NOS (NAIIONAI OIIICN1 41"lolllAl ►rADINTO 11 IA( ANIIICAA Fowl AAD PAM AllOCIAlloll ANO 1r1. Atplol AAI NA01 Or 1094 AIIN ALIS 6155 &All. 11111.ITC//IA,10110.A►II►IOMAIC101{ * TBT.LD.C0111C1011 DRN J,D4D,6J4 {---�� 1_1 1-1 ICA #All or 11rt1. AND mltl olNl/rnl IOCAIIO on INII 011194. tosnloA CONlulo4s tI 10 . J` CIV,\• t Q�� n OIAr1161 110. 111 IMI 111 A•#. Al 11918111.1 1111 01 INII OSArll6 A/►Illi GAIN r'Trf I,11R .EAC . CA -ENG / CWC DT c1`�'``o 10 INT 01110. 01 1■1 11p11 DI�ICi(0 NI11`rD !1411 101 �( A1�110 0/0� 11 I1� OINII MAY. SPACING SEE ARRVr I • 1, �, • betall.for lnbr'icoLlon of bottom chord filler Lo be used Le produce a flaL boLLom chord of 110VIable length. Refer Lo opproprlaLe design for lulriber, plates, luld Wier data not shown here. (A)'IX4 continuous Intern! brncllly (J 0-U" U.C. (max.). ALLach w1Lh 2-0d nails. Furnlsh copy of Lhls drnwlny to erecLlDII contrnctor No he will know of lila re(lulrement. .� SM / 1/7/92 (UIIAWING NUMUER) (2)JIIEV. 1/21/93 011 (VERTICAL) (3) REV. 7/7/93 IM (MAX, FILLER UDEN PANEL) • 1� PLAU TYPE AL1 IIIE FURNISII A COPY OF T1119 DESIGN TO ETIECTION CONTIIACT011 WAnkma: 1111ISSES n1:DutnE DESI '�"• `•IMP011TANT: ALPO+EENannEl;n[uPnonuCIS. INC, Er<InEMECAIIEINIIANDUNO.F.IIEt:u0NAND 3I1AI l Not UE PESPUNs1ULE FUN ANY UI;VIAIInu mom IIIESE OPACINO. SEE "OW t./0" IONACIIIO WOODt SPEVIFICAtIONSOnANY DEVIATION F110M11 stitsinllnit ANY 1nusses: COMMENIAIIY AND nECOMMEN• O�GSSIO TC Ll.: 'n.•"1"r- FAIIUnE TO UIMO ME IIn1SS 91 CUIUODMAIWIF WIIII 111E DATIONS-•'1PkSEEIIOSUESIONFUnAUDI• Q� .. "OUAnIY COI41nOl MAr4lAl'OY 119. AI PINE CUNNEGIOIIS AI1E TIONAI SPECIAL PEIIMANENI OIIACINa 4,� N TC OL: ^. MAIAIFACIIIIIED IIIUM f0 OAUDE IIAI VAFOIEU SIEEI UNLF.SS nEOUIIIEMENIS.UNIESS01I1EIIVASESIIOWN. F OlrgNvhSE SIIOWN. MEEIINO IIEnUORMENIS Of ASTM A446 TOP CIlOnO SIIALL DE LAIVIALLY O.UCEO ` DL: 5.0 PSF I DATE: 7/19/88 PSF DY11 :3 D106 ,,V PSF __MG: Fll _iw OnADE A. At PLY C011NECIUIIS 10110111 FACES AI EACII JOW I WI111 PnoPENLY AT IACI+EO PLYWOOD SIIEA• oe ANO LOCATE AS SIIOWN. OEAnINO WIDNIS AIIE 4' NOMOIAL nuNa, eoltoM cnono wtnl n1mD an. 140 ►b. rOT. LD: 1 TRUSS UIIIESS OIIIEnwISE SIIOWN OESION SIANDAn11s CONFOIIM On IIIIACINO AS SPECIFIED 014 DEVON. Do bb l'; �( WII+IAPI•L1CA0LEPII0%nS10NSOF•1/0S•00 AND IPI.OI OII PCI.00. NOT USE 1109 DESIONWII1rrinE nEtAnDA11I W. DUI -I, FAC: InEAIEDLUMOEIt All SPACING 24.0" U.C. 'IPI. rnussPtAitINSI11lill: NDS -NATIONAL DESIGN SPECIrICAtIUNro11wool) cousIlluCIION. �_ CIV, _�Q. f 1TCll: VARIES TYPE: pLTA11, CALJI.1'01 NIA 1.-111; 1:'1J1tiMAN1 1"ERMANEN'1' DIZACING START OF' 'TOP CIIOItII FIAT TOP CIIORD. PURLINS. ST'AR'T' OF TOP CIIORLI EXTENSIONS. (SI.UI'IN(�\I'YI'I(:AI 0 , (CON'T'INUOUS) EXTUNSIONS. (SLOPING I'FLAT) / / I'U FLAT) #1 IIIP-1 A *SLI BACK HAY H) PURLINS 24"O.C. '1'YP, NORPIII``RIS)I,S'BRLFABRICATOR. TRUSS CREN'N16PU 'I1 11'RNISSE;S ARER' 2X (C) CRIPPLES (CONTINUOUS SPACED 46" O.C. '1'YP. RRUfl)NI G TONV1 fII'IADVONAFE:'RA A LOCAL PROFESSIONAL ENGINEER (D) BUILT' -IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. (IIORI'GONTAL MEMBER OP'T'IONAL) THIS DRAWING REPLACES DRAWING CD 110 ••VARNINCI'• IRUSSLS REOVIRL EXTREHL CARL IN FABRICATING. HANDI.M. SHIT'T'ING. INSTALLING AND BRACING. REFER 70 HIB -91 (HANDLING INSTALLING AND BRACING), IVBLISMD BY 1111 (TRUSS TC LL PSF 1 MATE INSTITUTE. 303 D•ONUI'RIO DR.. SUITE 200, HADISUM. WI. 93719) ION SAIETY TRACT CES 17(IIIR Itl I'LkIIJIMING ItIUNCIIl1NS. MESS RTNCRVISE INDICATED, T111' CIKII1D STALL HAVE (VESS/p TC DL I'SF AiIACIIEO SIRUCIUtN. 1'ANLLS AND UUIIUN CIIUI(D SIWLL HAVE A 1ltp'L111Y 06/2-9/99 DA(E BRCALIIIPUG99 AIIACHED MIGIO QQ' !t� LILIMY CEILING ••INVEIRIANT•• •URNISII A COVY Of THIS DESIGN TU 1111. INSFALLAIIDN CLRIIRACI[IR. I'll LI!INE CNGINCLMCD 1'1.•LL 1)C DL 1)SF IIDUCIS. INC. SHALL POI UL RLSVEINSIULE IIIR ANY UL'VIA110N IHUM 11115 �.T` �' ILSIONI ANY IAIt IU DRWG -ENG — UUIL0 TIC TRUSSES IN C(INIUMANCE Villi 11'11 FMl IAURICAIING, �a� �� f BC LL PSf ( • IANDLING, SUIT' -TNG. INSIALLING AND BRACING OF' TRUSSES. DESIGN CONI URNS Wllll AI'1'LICABLE .0 1111VISIFINS LII NDS UTATIUHAL DESIGN SVLCIFICAIICM VUBLISHED UY IIIL AHLRICAN FfNL'SI AND rn VAPER ASSUCIAI1lIN) AND II'I. ALMNL CONNLCIU/tS Nti NADI. 111 20GA ASIN A653 0I440 GALV. SILL o� F TOT.LU. I'SF L XCLI'T AS NUILD, APTLY CRNNLCIURS 10 EACII PACE 1.D TRUSS ANO, UNLESS DIHLRWISL IOCAILD N • IVIS OLSIGN. 1'OS1110N CONNLCIORS VER DRAWINGS 160 A-2. IUPC SEAL ITN IVIS DRAWING INDICATES UUR.FAC. F • ACCI I'IANCL 1.0 1'RW LSSIIINAL LNGINLLRING RL•SI'ONSIBILITY SU CI Y FUR TIIE TRHSS COHIYML'NT LIVE RLsmiNsionmy SIIOVN 111E SUITABILITY HIL BUILDING ILDINGE Til UIR 1'L12'ANSI/11'1X1 1995I,SLCIIIIN ;, UUILUING. .n. 'IWi1 s SPACING k all 131171 PERMANENT DIAGONALS FORM BRACED DAY. REPEAT AT ALI, HIP ENDS, MAXIMUM INTERVAL EQUALS 20. (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDI'T'IONS ARE MFT(': 1) THE CON'T'INUOUS TOP- CHORD PURLINS ARE AT'T'ACHED T'0 THE FLAT TOP C:IIORD OF' 'TIIE 11 IIIP. 2) 7TIE END JACKS ARE SHEA-1-11ED WI'!'H PROPERLY A'I'I'ACl1EU ST'RUC'TURAL PANELS.) SEC'T'ION A -A F'14:LD APPLIED UR BUILT-IN CRIPPLES CRIPPLE IN PLANE — CRIPPLE OF TRUSSES i SPACING COMMON • '1' BRACING DETl'A1 CRIPPLE SUPPORT LAYOUT SLTLIACK 1. mw*mArr. COMMON TRUSSES —I CALIFORNIA IIIP SYS'T'EM TRUSSES I 1—q 1111P PITCIIED AND SIIEATIIED B CIIORU AREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE 1'0 PLAT TOP CHORD AND EXTENDED TOP CHORD, IISINO 3 — Bd COMMON TOE NAILS OR 2 — IOd COMMON NAILS 'THROUGH FACE. _ CHORD EX'T'ENSION ('TYPICAL) rSETDACK--jtC) � * (B) (H) (B) (D) (D) (B) (d #1 IIIP GIRDER SEC'T'ION 8-d BI)I1.;1'-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER 1'U ORIGINAL DRAWING H FOR CRIPPLE SPACING. /�i(H) 11#21#31#41#51#6 SEE C'A-HIP ENGINEERING VOR PACK 'TYPE I.ISEU. NOTE: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE H) PURLINS 24"O.C. '1'YP, NORPIII``RIS)I,S'BRLFABRICATOR. TRUSS CREN'N16PU 'I1 11'RNISSE;S ARER' 2X (C) CRIPPLES (CONTINUOUS SPACED 46" O.C. '1'YP. RRUfl)NI G TONV1 fII'IADVONAFE:'RA A LOCAL PROFESSIONAL ENGINEER (D) BUILT' -IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. (IIORI'GONTAL MEMBER OP'T'IONAL) THIS DRAWING REPLACES DRAWING CD 110 ••VARNINCI'• IRUSSLS REOVIRL EXTREHL CARL IN FABRICATING. HANDI.M. SHIT'T'ING. INSTALLING AND BRACING. REFER 70 HIB -91 (HANDLING INSTALLING AND BRACING), IVBLISMD BY 1111 (TRUSS TC LL PSF REF CALIF. BRACE MATE INSTITUTE. 303 D•ONUI'RIO DR.. SUITE 200, HADISUM. WI. 93719) ION SAIETY TRACT CES 17(IIIR Itl I'LkIIJIMING ItIUNCIIl1NS. MESS RTNCRVISE INDICATED, T111' CIKII1D STALL HAVE (VESS/p TC DL I'SF AiIACIIEO SIRUCIUtN. 1'ANLLS AND UUIIUN CIIUI(D SIWLL HAVE A 1ltp'L111Y 06/2-9/99 DA(E BRCALIIIPUG99 AIIACHED MIGIO QQ' !t� LILIMY CEILING ••INVEIRIANT•• •URNISII A COVY Of THIS DESIGN TU 1111. INSFALLAIIDN CLRIIRACI[IR. I'll LI!INE CNGINCLMCD 1'1.•LL 1)C DL 1)SF IIDUCIS. INC. SHALL POI UL RLSVEINSIULE IIIR ANY UL'VIA110N IHUM 11115 �.T` �' ILSIONI ANY IAIt IU DRWG -ENG — UUIL0 TIC TRUSSES IN C(INIUMANCE Villi 11'11 FMl IAURICAIING, �a� �� f BC LL PSf ( • IANDLING, SUIT' -TNG. INSIALLING AND BRACING OF' TRUSSES. DESIGN CONI URNS Wllll AI'1'LICABLE .0 1111VISIFINS LII NDS UTATIUHAL DESIGN SVLCIFICAIICM VUBLISHED UY IIIL AHLRICAN FfNL'SI AND rn VAPER ASSUCIAI1lIN) AND II'I. ALMNL CONNLCIU/tS Nti NADI. 111 20GA ASIN A653 0I440 GALV. SILL o� F TOT.LU. I'SF L XCLI'T AS NUILD, APTLY CRNNLCIURS 10 EACII PACE 1.D TRUSS ANO, UNLESS DIHLRWISL IOCAILD N • IVIS OLSIGN. 1'OS1110N CONNLCIORS VER DRAWINGS 160 A-2. IUPC SEAL ITN IVIS DRAWING INDICATES UUR.FAC. F • ACCI I'IANCL 1.0 1'RW LSSIIINAL LNGINLLRING RL•SI'ONSIBILITY SU CI Y FUR TIIE TRHSS COHIYML'NT LIVE RLsmiNsionmy SIIOVN 111E SUITABILITY HIL BUILDING ILDINGE Til UIR 1'L12'ANSI/11'1X1 1995I,SLCIIIIN ;, UUILUING. .n. 'IWi1 s SPACING k " - Nip' Mb�cr- lu I _ =k .00 --r 0 T �-- •--- �— } 7yr. cF �-o FAZf PLAN GA.Cl-l- -- coMMoN 2l,4 0� Tib-lir � �j�c �v c? L! I I? —= -•, . -i 1�1P M�i%tz R1C�E 13{.a3L i I F 1=era: 'd df Lo.Yo1T'• - �'� —�op�T Geio1= �• N tp F Ltt��l tv/ . I / EtJD op GENT eR 2.4 aF 4*c�o C- >•!ti? Ntp Nom ¢ c�PLICE H1P Z'O RIDGE _ HIP TO HIP MASTER. . Q _.�•IIr�2�=lt,pll GGt�4�11cI+.amu STANDARDHIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A_ (916) 893-0112 rnlnl LIVE LOAO (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 01 FL STANUAnD JACK DETAIL SS a 2X6 NI FL 2X6 SS FL C/J 0o Co 0o r, I1 cm r_I SPACING a 24" 0. C. En JACO DETAIL ORW 00101 CA -ENG JS DEFLECTION CnITEnIA: a 1.;3x3 ILIVE LUAU) to r-101 1 SI_UPES < 4: 12 a L/240 w nAFTE11 SLOPES > 4: 12 < 12: 12 - L/100 "1 CEILING JOIST - L/240 PAF•TEn �I�-11 IT, IS THE RES ONSIBILITY OF !II II_ BUILDING DESIGNER AND Y C THIS UnAW1NG PRIOR TO CUTTING LUMOEII TO ALL UAIA, V11T0 0 NS THE A 1C 11TECTUnAT LOADS. AN AND C0NF0nMTIONS LSPECIFICA I AND FABnICATOn'S MUSS LAYOUT. 2X4 1.5x3 / MAXIMUM CLCArI SPAN 2X4 DIEM-FIn STANOAnU -nF0l1I Eo IF nAFTEn NO'r CEILING.JOIST SU111-1Ur1fEO AT ENO LIVE LOAO (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE 2X4 01 FL 2X4 SS FL 2X6 NI FL 2X6 SS FL nAFTEn 'SLOPE_ < 4: 12 nAFTEn SLOPE > 4: 12 BUT 1 �__ iz 16 16 30 30 16 16 30 30 10 15 10 15 10 15 IU 13 25X 25X 15% 15% 25% 25X 15% 15% CEILING JOIST 5 1.00 --MAXIMUM CLEM SPAI4-- 9_2. 0_ 0-7-0.......7-1 1-0 ... 7-5-0 -.. ..__..._ ... 0-1) _0— 0-4-0__. 7-10-0- 7=5=•0-- ---. _ 9-6-0 0-11-0 0-5-0 0-0-0 _ _ _ 9-3-0 0_-7-00-2-0_ _7-(U_[Z-••- •__•__,_• ___ -g�0— 13-4-0 12-6-0 - 10-9-0- 10-2-0 12-3-0 11-6-0-- -10-9-0 - 10-3_-0_ 13-11-0 13 -II -0 13-1-0 - 11-10-0 -I1-4-0 — -- 12-8-0 II -I1-0 II -4-0 10-10-0 _- — 13-11-0 — ALP -11'I- — — •IiCV 0 C=3d 0ATRUSS 0 0 0 0 0 0 HX IMPORTANTHAIrnE uquKtlEu rlgrnAas, 1111. dull 11151 IE IIt5110MIr11E 1,4111 Allf 0IVIA11011 r"O" Pills 111511+1 ml 151st sl•tr.Irn:Allun, v1 Am rAltum 10 Hutto lift Inuss 111 C0lrm*IA11Ct %1111 09tH Of II'1. ,:Onsts "OuulE tXiliffE c WARNING111 IIA11111.IIq, E11ECII/111 muetla, sit 11111.01 n1, Irl, Sit uns n IINI AIgIIIINIAt 31'ECIAI. 1.1.11N411E111 OnAC y �� y f�` REF 15992--90913 DATE 02/17/93 C/J 0o Co 0o r, I1 cm r_I AErlllt CO1AjClOns Ant NAllt Or ROTAr.Aly• Stitt Nf.E11110 A3IN ARU 515 E uCIP1 a OWED. Antic r.411snClwls 10 EACII TACE or 1111153 AIG u4,Ess 0nE1m15t tOCAltO al uns n15lut 1,041111111 c0uEet0ns rill 0,411111.3 130, Ise t ICOA•r, OEslral SIAIGAINIS [OII'0n1 %/APfIICMtE nnvlslan t1 ulf t Irl. Au tlgUCro'S 3tAE Oil 11111 OnA11111C 111111.1 l0 Iul CiNN'411r1A1 Otricirn ItIE IN 014,1• Alit 51111E 101 01 ntalEn 111401 111 Alit align NAI. 111 - 11-11, nAlr 11KI11111r. In. - 19`11 11AIi1111A1 14331:13 OitiF,It111/. %IA.tss n11f1Nlst 11411CAIEI 0.110 01Au Ot lAltlul.II 111urru %Iul1 Eit t/ AllAc1E0 rt1NIXN1 BACA11111q, 0011011 1P NIIII nN1I1tf Al1Al:1(11 ninlipq Al,r11E 11.11+151:+t u•OAIt Ir/V011 nm r1g1o tNmmi, AI.1,.ICAIIINI. (111NIIrAI A CIN'y Or 1111OA_t inslc11 111 nE Ilnl,s Unclim CINIIIIACi/111. ncpin Ailnn rime NOOn C1N1,I111Cl111ti . 6 I JACO DETAIL ORW 00101 CA -ENG JS PIGGYBACK DETAIL THE- DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND. 30.00 FT MEAN HOT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, SEE IIIB-91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF BRACING. CAT 1, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND DC DL=5.0 PSF. DETAIL A FLAT TOP CHORD < OR = 12' — — PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. ' 12' MIN RIGID SHEATHING OVERLAP WITH Bd COMMON QQLOFESS(�/{i,/` OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. �p W. �FATCBRACING ac No.C 5 ESIGN 2 DETAIL B FLAT TOP CHORD < OR a 20' �j9lFOF CAt�����\ PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) IOd COMMON NAILS AND 4' 2'4' SECURED WITH 2X4 y3 GRADE SCAB (1 SIDE ONLY) 2' ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' I ---- !* FLAT TC BRACING PER DESIGN -� CAP TRUSSAND ECURED WITH DETAIL C 3X8 TRULOXTPLATES E(E CHTOP 1 FAC )IATDEACHC NING D AND /3 POINTS. ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD CIRCLED NUMBER INDICATES REQUIRED NUMBER GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES.FLAT TOP CHORD < OR 30' OF 0.120' X 1.375' NAILS, OR EQUAL, PER FACE PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. ALTERNATE CONNECTION q q 4 (4) Bd COMMON NAILS EACH FACE ---------- 8" X 8" X 1 2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSE S EACH FACE. ATTACH WITH (8) C BRACING7 6d COMMON ( .113x2" ) NAILS PER GUSSET, ESIGN rFA (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. LING AND BRACING. TREFERS10 HIB -91 (HANDLING REOUIRE EXTREME AINSTALL NGRE IN IANDIBRACING), PUBLISIEDINBY IPI T(TRU S TC LL PSF REF PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI. 53719) FOR SAFETY PRACTICES DATE 3/5/99 PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL' HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC DL PSF DRWG 56],670 CEILING. rrIMPOR7ANTrr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL PSF HANDLINGNSHIPPING.EINSTABLLINGILD TANDIBRACINGES Ior RUSSES.NCEWITH DESIGNTPh OR CONFORMS WITH? PPLICABLE BC LL PSF -ENG SJP/KAR or NDS BY 7ASTMHE MA653 FOREST NSTEEL 10PI�ALPINENIARE ON PMADE S PAPERPROVISIONS ASSOCIA7 ON) AND CONNECTORS FD20GAGR40 GALV.ERICAN EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TOT.LD. MAX 60 PSF DUR.FAC. l . ] 5 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SU17ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T p lr F THE BUILDINGN/1_CT SPACING 2� 0•• (WILLUCIV-n aL«^"' !d:•P CHORD 20 OF -L #1 SIT CHORD 20 DF -L #1 b' WEBS 2x4 DF -L Standard IL ATES DESIGNED FOR GREEN LUMBER PER HOS-97 TABLE 7.3.3. 0 m 0 O z W04 V A O • a R.. A W tx W W2X4lNL) _. z W zII -2=0-0--1 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR IN LIEU OF STRUCTURAL PANELS OR RIGID Ct[LLNU uac run6.- TO BRACE TC @ 24.00. OC, BC @ 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. d 5-9-8 5-9-8 I R-370 N-3.5' R-498 W-3.5' PLT TYP. Nave TPI -95 R Desi n Criteria: TPI ST •YARNING'• TIUSSES R[OYIIE lI1BEME CARE IN fAGRtCATI011, 1A�LINI. SN If111G, I1[T (TRUSS lAT'! BRACING. LIFER TO NIO.01 CIIANDLINI 1RstAluNY AND eIACING). /Ulllftl[D /Y »t (TR INSTITYtE. Ses O'ONOfRIO 01.. 301» [00. MADI$OR. NI 53110). POR SAFETY PRACTICE[ P910 TO PERFORMING THESE FUNCTIONS. UNlt33 0T1ClY [SE INDICATED, Top TOC -,,O SAW MAYO PROPERLY ATTACX[D STROCTWL ►A1t15. BOTTOM CHORD SNAIL NAll A PROPERLY ATTACHED RIGID CEILING. I MPORTANTA STIRIIRN A COPY Of THIS DESIGN TO TME INSTALLATION CONTRACTOR. Am IE E1611EERED BRODU TSC INC.TRUSBULL CO It FORNAICE YIT I Tpl-. OR TO RtSPOISIBLI FOR ~fABRICATl G, FROM SNIPPIIO.AIISTALLI 6lAlLcIE AND ALPINE IIACIRI Of TROSSES. Tat$ DESIGN CONFORMS NI APPLICABLE PROVISIONS NDS (IATIOIAI DESIGN SPECI IICATI011 /UBIISNID IT Tat ANEIICAN FOREST AID PAPER ASSOCIATION) ANO 111. ALPINE C011RECTORSOARE TIYSS, OF 1YILt1S ASSIISE OCATEO ON THIS EOESIGNICEPT ASPOSITIOI COIIECTORSNOTED. APPLY NPER ECTORS TO - OERCA FACE RAYIIGS Ie0 A.I. TIE SEAL ON Tal$ BANNING 11DICATES ACCE►TARCE Of PROFESSIOIAL ENGINWIIG IESPOIGS160tt SOLELY PON Ta[ TGOSS COMPONENT OtSIGN SNOY1. TOE SUITAILL171 AND USE Of TRIS �1.i.. Pll G� t01r0IEIT FOR ANY PARTICULAR BUILO114 Is Tat RE[►ORSIGILITY 01 Tat 111LOIll 0111GNER. PEI " ..UUDD, G l�aAa AY[I/111 1.1016 SECTION I. -e-0-0 W. am' B. 0 0m Jun 20 2000 rqu � �yColj/V s CA 1 - R -�C 375' Ft. TC LL .0 F A�-34887 TC DL 10.0 PSF AT 06120/00 8C DL 7.0 PSF DRW AUSIR1,41iF 00172042 8C LL 0.0 PSF CA -ENG RWL/GWH * TOT.LD. 33.0 PSF SEAN - 18272 DUR.FAC. 1.25 FROM KD SPACING 24.0' n. UTDCCT A- tR (RILLVDAV—HALL/n..+ I -P CHORD 2x4 OF -L #1 T CHORD 2x6 DF -L #2 Ln WEBS 2x4 OF -L Standard IATESHDESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o )DITIONAL LOADING PER TRUSS MANUFACTURER($) HIP LOAD CASE ONLY) o .................... 695 LB Conc. Load at 8.42 #1 HIP SUPPORTS 6-0-0 JACKS TC\BC SPLIT SUPPORTED. CORNER SETS ARE CONVENTIONALLY FRAMED. W6X6 10 W3X8Ga H • C_10 Ha O C4 ' Q. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TUTAL LUAU. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION-F_OR:695# TRUSSES. SIMPSON: HUS26 .SEE CATALOG C-2000 FOR NAILING SPECIFICATIONS. USE THIS DESIGN FOR COMMON HIP TRUSSES A 24.0' OC. EXTEND ' SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.0 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.0. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR OWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W5X4ft Z W z 1.2-O-GPJ d 6-0-0 8-0-0 6-0-0 I- R -1807 W-3.5' PLT YP. Wave TPI !ii R Desi Tn Criteria: TPI S' -MCL- FABRICATIOt, HANDLING. SMI►/11G, INSTALLING AID ••WUIRIN•TROSSIS REW[RE ERACIlS. GIFU TO IU -91 (RANKING INSTALL IIG AND BRACING). PUBLISHED BY TPI (TRUSS HAT! TRtilTplt. S0] O'OIO►RIO 011., SUITE EGG. RAD IfOR. Of 3]119). FOR SAFETY PRACTICES PRIOR 70 PERFORMIRC THESE FUNCTIONS. UNLESS OTHERrIf[ INDICATED. TOP CHORD StlAll HAVE PROPERLY ATTACHED STRUCTURAL PANELS. DOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANTA S' NISH A COPY 0► THIS 0191111 TO TRE ,NSTALLA71011 CONTRACTOR. ALPINE ENGINEER[) PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR All OEIIATION FROM THIS OESIGIS ANY FAILURE 70 BUILD THE TRESSES IN C'ONFOAMABCI rill TPE1 OR FABRICATING, HANDLING. SNIPPING. INSTALLIIG AR ALP I N E BRACING OF TRESSES. THIS O[fIBI COIFGRMS r1TM APPLICABLE ►RorlflOR OF Nt (NATIONAL OE SI SPtC1FICATIOR PUBLISHED BY THE ABERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .11CTORt ARE RADE OF ?GGA ASTM AGES 6640 GALE- STEEL. LEC)►T AS NOTED. APPLY COSEECTDIS TO EACH FACE DF TRUSS, AN OIIISf GTIIERVISI LOCATED 01 THIS DES1G1. POSITION CONNECTORS ►ER pLSPONSIBILIT7 SOLELTTOE FORSELL THE TRUSSIS OWING COMP NO ENT 015191TES SBOwTA, OFABCE SCITABIL171 AID USEIONAL IOF�THIS AL.:... C NIC. ufili"TIFDR3AN MRIS SE O�C=LAR IDItDING IS TOE RISPONf1BIl1T/ OF INE BUILDING D[SIGNtR, PER R-1694 W-3.5• 4-4-7 l Scale -.25•/Ft. REF R427--34888_ DATE 06/20/00 �DpW CAUSR421 00172041 A -ENG RWL/GWH :e18283 KD CA - 1 - - K - I W. TC LL 16.0 PSF /QS 10.0 PSF ( �,01G Q� Y IT 20 2 `L'A'O� T LD 33 PS CMI• OUR.FA 1 SPACING 24.0° 4-4-7 l Scale -.25•/Ft. REF R427--34888_ DATE 06/20/00 �DpW CAUSR421 00172041 A -ENG RWL/GWH :e18283 KD (ILILLUDAII-"SL.6&nr -- �9P CHORD 2x4 DF -L 41 �)T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 cD c— z0 W1.5X4 $ B r H A O W tY A - . W tx W2.5X4 w C=3 W2.5X4(A1) o W3X4 0 c5 z w W4X4- W2.5X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGIU LtlLlnu uac runes•,.,. 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. W1.SX4 0 \'1 8 W2.5X4(A1) a z 1 Lz<2-0-0� I�2-0 Oy Q L 10-0-0 I 10-0-0 -1 o. ca 0 0 0 0 N 0 N ti *'-20=0_0-Over 2 -Supports R-764 W-3.5' R-764 W-3.5' • 7 Desi n Crlteria: TPI STD PLT TYP. Wave TPI -95 R •WARNING^ TAU{S!S 1I0Y11E EtIREIIE CANE t' FABRICATION. HARDLINO. StlV►ilG. INSTALLING ARD ►YFotSN{AFETY ►RACTICED BY TPI [SU►NIO4ATD _y _O� W i'niniE ,Ffl, O�ONOlRIO on.. SUITE t00. RADISOR,OWIMCS,711) INDICATED. TOP CBOtO INALL NAVE PROP [RlY ATjACtl[D (+� - - PIIFORNIn THESE FUNCTIONS. UNLESS OTHERWISE STBOCIVIAL PANELS. BOTTOM CHORD SMALL NAIL A PROPERLY ATTACHED Alsip CEILING. THE Ilf1AILATION CONTRACTOR. ALPINE ENGINEER ' . --IMPORT FUtRlStl A C0►Y OF TRIS DESIGN TO PRODUCTt. IRC. SMALL NOT BE 913PONSIOLC FOR ANY OETIATION /l0" THIS DESIGN: All fA1l0A[ FABRICATING. HANDLING. SHIFFINS, INSTALLING A 10110 TRE TRUSSES IH CONFORMANCE WITH TPI; OR Nln APPLICABLE 1101IS10112 Of RDS (NATIONAL DESI ALPINE BIACIRG OF TIUSS[S. THIS DESIGN CONFORMS SPECIFICATION PUBLISHED B► TBE ANEIICAN FOREST AND PAPER ASSOCIATION) AND TF1• ALPINE STEEL. EICEPT AS YOT[0. AP►lY CONNECTORS TO Un 20 2000 CONNECTORS ANE MADE Of East ASI" ABS) ORAD ULT. EACH FACE Of THURS. AIB UNLESS OTHERWISE LOCATED OB THIS DESIGN. FOf17101 CONNECTORS PER SEAL OH THIS BRAVING INDICATES ACCEPTANCE Of PlareSSIOM ENGINEERING ,,CC�� NE DRAWINGS 160 A•1. THE RESPOISI51L1TT SOLELY fOR THE TRUSS CONPONEBT DESIGN SWOWI. TNF SUITASILITT AND USE Of TUIf Ajpi06 •�" Con/oulT FOR AIT ►ARTICULAR BUILDING IS Tot RISPONSIBILITT Of TRE 00(LOIIC DESIGNER- PER 8eaftl1ic, CA 9382,8 ANSUT►I 1.1995 SECTION E• T -0-0 143 DLri 11UOPS BC DL Ce P BC LL 0.0 PSF TOT:LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.01 -62- 7-0-7 2 7-0-7 Cale —.25' Ft• F R427--34890 06/20/00 P.RW CAJSR427 00172044 CA-ENG'RWL/GWH SEON - 18285 FROM KD ;,r (IAILL0610-WILLIAMS - B3 CARR) -rnP CHORD 20 DF -L #1 SIT CHORD 20 DF -L #1 oho WEBS 2x4 DF -L Standard rGATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. )DITIONAL LOADING PER TRUSS MANUFACTURER co .................... c. ................ � C - From. 66 PLF at 0.00 to 66 PLF at 20.00 IkECOMMENDED CONNECTION FOR TRUSSES -24" O.C. TO BOTTOM CHORD: �SIMPSON_LU24. .SEE CATALOG C-2000 FOR NAILING SPECIFICATIONS. F-• V Q O a to W F1Z ' W W C-13 z ' w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR Rltilt) LLILIRTo v— 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. W5X4 e w • LE2-0-Oaf d JO -0-0 I 10-0-0 -� 0aco O O O N O N R-1424 W-3.5' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(S' ^YARNING•• TRUSSES 0.IOOIRI EITNERI CME IN FABRICATION. 6AML1/6. SNI►PINO, INSTALLIK AN ORAC114. REFER TO HE0.OL (NANDLINO INSTALLING AND BRACING). PUILISNEO ET TPI TTRUSf IRATE U1TI 200. MADISON. VI SB119). FOt SAFETY PRACTICES ►RIO' TO IMf1ITWiE. 505 D'ONDf410 0a.. S PERFORNUG THESE FUNCTIONS. UNLESS OTNIRWISE INDICATED, TOP CNOGD faAtl BAC[ P'O►[NLY A17ACN[D fTRNCTIRA► PANELS. BOTTOM CNORILSNALL NAT[ A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• FO NISH A COPY OF THIS OESI6N TO TNI INSTALLATION CONTRACTOR. ALPINE ENGINEER[! PRODUCTS, INC. SMALL NOT Of RESPONSIBLE FOA ANY OET1AT10R SROM THIS DESIGN: MT FAILURE TO N'ACUG or TRUSS ES. COTNISMANCE DESIGNICONFORMS YIiHAAPPLICABLE PROVISIONSTING. NAWOLIRG. ofNOS (NATIONALIDES GNI ALPINE SPECIFICATION PUGLISN[D NY TNI AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CORNICTORf ARE MAGE 0► IOGA ASTM 4653 CA40 GAIT STEEL. [it[IT AS NOTED. APPLY CONNECTORS TO EACH FACE OF YROff. AND UNLESS OTNERWLSE LOCATED 09 THIS 015194. POSITION CONNECTORS PER OACII FACNGS lOF TRUSS- TNI f[AL ON TUIS DRAWING INDICATES ACC[PTARCE OF PROFESSIONAL ENGINEERING et,,..,. C"ONENTIFOR All PARTICULAR[TRUSS BUILDINGO Is TatTlots go RESPONSIBILLITY OF TRE BN]LO1 GTHE SUITASIIDLSIONERTV AID SfPEN OF THIS ~ $R G NS1(111 I.199S SECTION E. 33 -0-0 7-0-7 B Lff E� �U N I' R-1424 W-3.5' p 4 Cp�� DING { p Uo +L LJ iJEf �R Go l 1_ l�-,--25"/Ft T LL 16. PSF R - -34891 pW1�1t TC DL 10.0 PSF DATE/20/00 BC DL 7.0 PSF DRW CAUSR427 00172045 BC LL 0.0 PSF CA -ENG RWL/GWH * Un 20 2000 * TOT. LD. 33.0 PSF SEON - 18287 CMV OUR -FAC. 1.25 FROM KO QF SPACING 24.04 M LITucG'T 6' SRI kTL1 LL V V 1 V LP CHORD 20 DF -L #1 :T2, T3 2x6 OF -L #2: 1'1 IT CHORD 2x6 DF -L SS :81 2x6 OF -L #l: � WEBS 20 DF -L Standard " rL.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I1 HIP SUPPORTS 6- O- 0 JACKS WITH NO WEBS. L- ORNER SETS ARE CONVENTIONALLY FRAMED. z UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. . `-' W7XB 6 W3X10 A T2 O ai W5X4(C3) M x W5X8 s HS412 s N1.5X4 N x W4X6 (C3) N3X4 S7 H5416 0 w THIS OWG PREPARED FROM COMPUTER 1RPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A)�) CONTINUOUS ... LATERAL -BRAC ING..EOUALLY_,SPACED_ON:,MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO 141P RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X6 a W3X8 @ W 7X310 E3 VX88 iX4(C3�-p-0 2-0-0 � .,� 600 I 2690 I_6-0-0 J _1 38-9-0 Over 2 Supports{ i R-2839 W -3.5" R-2839 W-3.5' PLT TVP. High Stren1,th Nave TPI -95 R )esill,n Criteria: IFL YARNINGINGWIN TO 610.01 (HANDLING IISTALLING AND B" 7f1USUS REOO'R EITREHI CAR[ IN FANN'CATIOR. HANOLI NG. SHIPPING. INSTALLING AND AC, RACING). ►UNLISNED By TPI (TRUSS 'IAT[ BR tISTlTOTE. 607 D'010►RIO OA.. SUITE t00. MADISON. Yl $3119). FOR SAFETY PRACTIC[S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0TN[RWISI INOIGTED. TOP CHOtO SMALL NAF[ PNOPENIi ATTACHED STRUCTURAL FRAIL%. BOTTOM CHORD $NALL NAF' A PFRODIcRT"msw copor ISSIROPEILT ATTACMEO RIGID CEILING. ..11HPO TfANINC. SHNIIl NOTAOE R[SIONfI6lE iORNANT TO[FIATIONL FNONHTRIS DESIGN; AYT,IFAIIORIER NC AI - INSTALL BIACINN of TROUTS11 THIS O[416NITORF VVILD THE TRUSSESCOM VITO APPLICABLE PROVISIONSSOF RDSGI AT ONALIOESI D ALPINE SPECIIICATIOG PUBLISNED IT TME AMERICAN FOREST ARD PAPI1 ASSOCIATION) AND TFI. ALPINE CONNECTORS ARE MAD[ OF LOCA AM A663 GR40 GAIT. STEEL. EACEPT AS $DIED. APPLY CONNECTORS TO EACH FACE OF TIUSS, ANO VILISS OTMERVISI LOCATED 01 THIS DISI". POSITION CONNECTORS PER DRAWINGS 160 A -l. TIE SEAL ON THIS ONAVINO INDICATES ACCEFTANCI OF PROFESSIONAL [X610111116 RESPONSIBILITY SOl[lY FOR THE TRUSS COM►0907 Desire SHOWN. THE $,IIILITI AMD us[ OF TM/f AlQfat: lb&eQad Pm&pc-s. IDD. COMPONENT FON ANY PARTICVLAR BOILD116 IS IN[ RUPONSIBILITF OF IN BUITASLDIN6 DESIGNER. PER $� CA 9582$ ANSI/T►1 1-2915 SECTION t. c I T 4-4-7 1 BUTTE UOi. N " COW .- R - ale,.–.125" Ft. �W TC LL PSF 27--348 9216.0 EF TC OL 10.0 PSF DATE 06/20/00 BC DL 7.0 PSF DRW CAUSR427 00172018 BC .LL 0.0 PSF CA -ENG RWL/GWH 20 200000P TOT.LD. 33.0 PSF SEAN - 18294 yVfa. DUR.FAC. 1.25 FROM KD Fes' SPACING 24.0° n_Un I '1AUC - 1'7 MOND HIP) Ln. _ c,,)P CHORD 20 DF -L #1 '-,)T CHORD 2x4 OF -L #1 WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 co 0 F� V A O O4 W r3 w oc C-3 C__3 x THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD - RIG HT OAD.RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 G W2.5X4 - W4X4- 14-0-0 Q 11 0 0 R-977 W-3.5" PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD NO il1!6`N mosses MORE EATRERE CAIE EI FAIMICATION. PARKING. SR1P/1N6. IRSTAI►1/8 AND RARING. it TO NIB•!l ("AOL OR INSTALLING AND DIACIIG). PYDLISMED 1t T11 (TRUSS PLATE IMMIX. TN$93 D.Olofgto ES[ FONCTIOFS�UIIL[SS OTMERYIStD ItDlttfED, TO/ICMORDF1NALl AFI PROPERLY ATTACREO STRUCTURAL PAYILS, MUTTON CONING SMALL NAYS A PROPERLY ATTACNID RIRID CEILING. --IMPORTANT— UCjj. FUNISN COPY OF THIS tfstUSSIDLE FORLNTO ANY THE INSTALLATION THISTO SIGN: ANYNEFAILUREE% ' BALD THE TRUIOSSESto C0NF0 BESIGR TO TM OIfOtM1AYITNAAPPIItAIIE Pt0Y1f10F I Of LIDS (NATIONAL IOffI10 � ALPINE SPECIFICATION OI II[CI/IAT10R PUDII SR[0 DY TNI ARE ICU FORST AND ►APER ASSOCIATION) ANO T►1. ALPINE COFN[CTORS AN[ MADE OF ROLA ASTM AGES GNFO ALS. STEEL, E1CfPT AS NOTED. APPLY COIIECTOIS TO C[ 0/ BUSS, ANO MISS OTNERYIS[ LOCATED ON THIS DESIRNSSI, POSITION CONNECTORS PER LACY IA ONAYIFAlOf It% THE SEAL 01 TRIS DAYIRa INDICATES ACCEPTANCE OF PROPEOAL ENGIIEERING •4'M RESPONSIBILITY SOLELY FOR THE TRUSS CONPOII[NT DUMP SIOYt. THE SOITAGILItt AID USE Of TtlES OMPOOBo�� 9 IDR u1S1ITEI1 TFOR ANfECTRTICULAR BUILDING IS THE RESPONSIBILITY Of TRE BYILOINS DESIGNER. Kt W. Jun 20 2000 GW c� ® �R" INS" DEP RTMEN A f P Fj � TC LL 16.0 PSF REF R427--34893 LR TC DL 10.0 PSF DATE 06/20/00 BC DL 7.0 PSF DRW CAUSR427 00172049 BC .LL 0.0 PSF CA -ENG RWL/GWH * TOT.LD. 33.0 PSF SEAN - 18303 DUR.FAC. 1.25 FROM KD SPACING 24.00 KILL061O-WILLIAMS - C3 HIP PIGGY BASE' c -':" P CHORD 20 DF -L #1 T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard l�a'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I (TEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT co (TENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 20 LATERAL c='tACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS AND DIAGONALLY z LACE PER HIB -91 13.2_1(FIG^33), OR DWG. BRCALHIP0699. AT e_ n_Ya nr SUPPORT HIP RAFT - BUILDING DESIGNE F V A O Cr. w A w 624 . . w w z C22 :z_— C=3 w al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBNITTED BY TRUSS MFR. (A_ ONTI-N000S LATERAL-BRAC-ING-EQUALL-Y-SPACED_ON_MEMBER DEFLECTION MEETS L/240.00 LIVE AND L/180.OD TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. W2.5X4,4 W3X64 C W2.5X4 b W3X8--1 8 W2X6 N o PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD t� �rARNIM6"' T1NS3[S REQUIRE EITREMI CARE Ir FABRICATION. RANDll16, LNIP►116. INSTALLING AAD p BRACING. REFER TO NIB•11 (MANGLING INSTALL NO AND BRACING). PUBLISHED BV TPI (TRUSS PLATE �y IlftilUT[, Sr] O'OlOfR10 Gt., SUITE 900, N1101208, rl SS116), FOR RAF[TV ►NACTIcis PRIOR TO PERFORMING IN fU1C110N1. r1lESS Of ISE INDICATED, TOP CHORD SPALL HAVE F10►tllf Ai7AGN[D C=; STRUCTURAL PANELS, BOTTOM CIORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. N '�IMPORTANT'� ►UINISM A COPY DF THIS DESIGN TO THE INSTLLLA7101 CONTRACTOR. ALPINE ENGINEER EO FBOOUCTf, IMC. SNAIL NOT SL OLSfONSI.LE FOR AIV DEVIATION FROM THIS DESIGN; ANY FAIIUa T BUILD THE TRNSS[f Il COVOIMARCE vm TFi; ON FABRICATING. NANOLIRG. SNIFFING. INSTALLIYG A ALPINES PINE BRAC196 of TEYSSIS. Tests oES1W CONFORMS WITH APPLICABLE PI01)S10Nf Of NOS (NATIONAL OEfI ti SPECIFICATION FNNLISNID By TOE AMERICAN FOREST AND PAPER ASSOCIATIOn AND TPI. ALPINE CONILCTOIt ARE MDE DF 9064 ASTM Ails 6140 OALV. STEEL. EICEPT AS NOTED. APPLY COIIIECTOIS TO EACH FACE OF TRUSS. AND UNLESS OTRERVIS[ LOCATED ON THIS DESIGN POSlTPRO PROCONFESSIONAL PER ORANINCS 160 A.E. THE SELL of ills OWING INDICATES ACCEPTANCE Of ►ROP Ess10lAL ENtINEERER6 RESPONSIBLITY COIIPOt[ofI FOR ART SOLELY FOR ISGTHETRissro siBILITV Of THE t01LD1163141 SHOWN. THE ITY DE9 GNTHIS TRUSS ER. PER $BDIM7>mT0.WC;A A1S1 lT►1 1.1695 SECTION i. W- 20 �4 U /® 4// . CA - 1 a11e TC LL 16.0 SF E 27--34894 TC DL 10.0 PS E fri 06/20/00 Cl, DL 7.0 PSF RW CAUSR427 00172050 BC LL 0.0 PSF CA-EKG'RWL/GWH TOT'.LD. 33.0 PSF SEON - 18313 DUR.FAC. 1.25 FROM KD SPACING 24.0' 9-8-7 (KILL0610-WILLIAMS - C4 MOND) c—r P CHORD 20 DF -L #1 N T CHORD 20 OF -L #1 WEBS 2x4 DF -L Standard IL.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 00 "D PSF BC LIVE LOAD PER UBC. 0 z H V A =4 A.. a W W z W WI z THIS DWG PREPARED CONTINUOUS .OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. RACLNG_EQUALLY—SPACE IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2X.4 III d 14 l�2•o-o.s� o2.. 0 Co 0 O O N O N ti ve ida 15-4-14-O.ver-23-Supports- R-631 W-3.5' R-490 W-3.5" - 9 5- YAR•-NIMOTRUSSES REQUIRE FITAIHE CANE IN FABRIC.—I NANNL Asb. •• •-. •^ --••_ -'- " :*ACING. RIFE* TO IIB•91 (NANDLIIG INSTALLING AID BRACIM . PUBLISHED BY TPI (TRUSS FLATS IRSTITUTE. SB] D'O20►1i0 DR.. SOITE 200. MADISON. It 53)19). FOR SAFETY PRACTICES PRI OA 70 �EIIFOBMING TRESE FUNCTIONS. UNLESS OTIERWISE IIDICATEO. TOP CHORD SMALL BAFL PR,OPEALY ATTACHED IAB[iS. NOTTOM d10AD SMLL NAI[ A PROPERLY ATTACHIO 01010 CEILING. [1RUC10AAl A MUcjvTAA• FOUISH A COPY 0/ ALIS OtfIGN TO TUE INSTALLATION CONTRACTOR. ALPINE EIGIIEEAEO PRODUCTS. INC. SIALL ROT BE RISPONSIBLE FDR ART INITIATION FROM THIS DESIGN; ANY ►AILNR! TO BVILD TIE TRUSSES TRUISM �THIWNS DESIGN CONFORM TH IYIIN APFL ITCIBL[ FA0113 ONS OFING, RANDLING. PNOS i(IATIOIALI DESIGN sFtcInCAT1OR FOOLItNEO BT TIE AMEBIC" FOREST AID PA►tl Afl9c I AS NO ANO TPP. ALPINE COUICT01f ARE MAGE OF IOTA ASTM A6SS OLIO GALS• STEEL. [KEPT AS NOTED. APPLY COSIECTdIS TO EACH FAC[ OF TRUSS. AND UNLESS OTHERWISE LOCATED 02 TNIS DESIGN. POSITION CONRECTORS PER ORAIIIGI 160 A•1. T2I SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF FIO/ESSIONAL INDINEI*INO AIYOS31BIllTW SOl[lT i0A TIIE TRUSS C011►ONEIT OISIGI SHOWN. THE SUITABILITY AND USE OF THIS c oa Tl,lff�EPARTICULAR AR BUILDING 19 THE *(SPONSIBILITY AOF THE HUItD[NB DESIGNER. PER A At_i..��peodoW. It�c. iqn Criteria: T W. Jun 20 2000 CAI -/J/-/- R - nDRW Ft. TC LL 16.0 PSF 4895 TC DL 10.0 PSF 0/00 BC DL 7.0 PSF 0172052BC LL 0.0 PSF GWHTOT.LD. 33.0 PSF 6 OUR.FAC. 1.25 FROM KD SPACING 24.0' •.,!AUS - ra MnNn HIPSET 6' LnAa.� --- -':" P CHORD 20 DF -L #1 M T CHORD 2x4 DF -L #1 WEBS 21(4 DF -L Standard IrL.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o iE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND c.OPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS FIERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT z : @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. WSX4 4a E-• V A O a 1Z. A W 04 ' W W y-. THIS DWG PREPARED' FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 - W1.5X4 YI w o�. L -SU --2 -0 - �I Q 931-00I 0 CA7 0 0 O N C� N ve irl- G R=1092 W-3.5' Design Criteria: `-WARNIRS•• TRUSSES REQUIRE LA MM(n �^+'� •- NIACIRG. REFER To 810.91 (RARDLIRO INSTALLING ASD BRACING). PUSLISNEO BY TPI 033 TLA nSTITUTR, D'OBOIRIO OR., SNST[ IDD. RADISOR, NI 57119). FOR SAFETY PRACTICES PRIOR TO rTRFOAHING THESE POWC7101S. OILESS OTHERWISE INDICATED. TDP CHORD SHALL NATE PROPERLY ATTACR[0 STROCTOIAL PANELS. BOTION CIORO SSALL HAVE A PNOPENLV ATTACSEO RIGID FACEILINS. ••IMPORTANT" PIRRISN A COPT OF TRIS 013141 TO THE INSTALLATION CONTRACTOR. Al11BE AILILUUREETRE TOO PRODUCTS, INC. SHALL NOT 0E RESPONSIBLE FOR ANV DITIATION FROM THIS DESIGN; ANY OVILD THE BRACINS OF TRUSSES. CONFORMANCE DESIGNETH COXFOINS WITHAAPPLICABLE PROVISIOH3&ICILYINS. HANDLING. S0/ SOSG(NATIO ALIof Ict ALPINE SPECIFICATION rUBLISSED BY THE APNAICAV FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF EOG ASTM AGSS 8840 GALE. STEEL. EXCEPT At NOTED. APPLY OOSNECTORS TO IACN FACE OF muss. ARID UNLESS OTRERVISE LOCATED ON THIG DESIGN. POSITION COULCTORS PER DR►YIBHt 110 A•I. THE SEAL 00 THIS MAKING INDICATES ACCEPTANCE OF PROFESSIONAL INGINIERING RES►OBStBILITT SOLELY FOR TH[ IRUSf COIS THET DESIGN S00VB. THE SUITABILITY AND USER.. 0► THIS b,G01" COSIONEITrot S 1935 TPAWFICSECTION ILAP BUILOIRG IS THE RESP00SIBIlITT OF THE BUILDING OESIORER. r[R AWwMft& W. n 20 c' 4-0-4 -0-0 IF R-1140`*- �-co IL &ra CA/'- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT .LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 4-4-7 RNr 1 - -SJ4896 DATE — 06/20/00 DRW CAUSR427 00172053 CA -ENG RWL/GWH SEON - 18322 FROM KO (WILL0610-WILLIAMS - LPGLJ Ui) C-� P CHORD 2x4 DF -L #1 :T2 2x6 DF -L Li T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 'LNIATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o ))THIS AREA DESIGNED TO SUPPORT 24' MAX TOP CHORD OUTLOOKERS. c— GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. o THIS TRUSS MAY NOT BE NOTCHED OR CUT. Im LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM. OR WITH PURLINS 24' OC, W3X4E: cn V Ll O P4 Q. A W Pd w W2x4 x THIS DNG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE OWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. SC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. x W x I (0) -0-Dai I_ _ 18-6-12 +-0-0 p- I 12-1-8 12-1-8► e c4 LJ i 1l nal n -W111 TAMS - OlA !a.)P CHORD 20 DF -L #1 -,,)T CHORD 2x4 DF -L #1 c�.f WEBS 2x4 DF -L Standard I.ATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. 0 00 o ` 0 ra E~ V to O_ W a W W W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BT.TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING 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. W4X4 - W L--2-0-0- , z w 4-2-0-0 5-10-0 J -cc 5-10-0 I �1y l -8r0 0_v_e.r 2 Supports- J a . R-489 W-3.5' R-489 W-3.5' o PLT`TYP. Wave TPI -95 R Desicin Criteria: TPI S' p ••yARNIMG•• TROSSCS REONINE EITRERE CARE IN FABAICAT101. HANDLING, SHIPPING. INfTAll110 AMO p BAACINC. REFER TO 110.81 (NAYDL110. IRfTAlLIN6 AID BRACING). POILISI(D IT TPI (TROSS PLATE N (ISTITUTE. SBS 0.0101110 ON.. SUITE 200• NADISOA. RI 0)718), FON SAfFTi PRACTICES P0.I00. TO PENFORRING INES[ FUNCTIONS. UNLESS O71ERYlSE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED C=; STRUCTURAL PANELS. NOTTON CHORD SNALL BATE A PROPERLY ATTACHED RIGID CEILING. N •IMPORTANT•• FUAAISI A COPT OF TM If D[Slat TO THE INSTALLATION CONTRACTOR. ALPIRI ENSIIEEUI PRODUCIf, IRC. SNALL 10T 0[ RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN: ANY FAILURE i BUILD TAI TRISSES IN CONF0INANCE VITN TPl1 OR FABRICATING, ORMOLU.. SOrNDSGi IISTALIItI All IIUC111 OF TRUSSES. THIS DESIGN CONFORMS V1TH At/LICABIE IRON ISIDAf 0► NDS it OISIG ALPINE SPECIFICATION PUBLISHED OV THE ARERIWI FOREST AND PAPER ASSOCIATION) AND TPI. WIRE t01RECTOIS ARE NADE OF 200A ASTM AGSS OR40 IALT. STEEL. (TCEIT AS NOTED. APPLY CORIECTORS TO EACM FACE OF TRUSS. AND UNLESS OTHERWISE LOtATEO 01 THIP DESIGN, POSITION CONB[CTORS FEB OAAVIANS IBD A.I.TH( SEAL ON TRIS GRAVING INDICATES ACC[FTANCE OF PROFEISIONAl EIININEERING _ RESPONSIBILITY I. L[LT FOR TN[ TRUSS COMPONEAT DESLIN SHOWN. THE SOITABIL ITT AND USE OF TBIS Af31C(�N SBS RESPONNSIBIITFI ITY 5uPCTUIoiCOL1Ut BUILDING Is TtE N(SP01fuu(n a TVE BOILOl1O 0[f 1GNER. IN W. Jun 20 2000 -0-0 CA - 1 . - 40 TC LL 16.0 F TC DL 10.0 PSF i BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF PSBUR,FAC.1.25PAING 24.0. �efe►-.375' Ft. j,R427--34903 DAT .► 06/20/00 URW" CAUSA27 00172071 CA -ENP .RWL/GWH SEON - 18367 FROM KD "I'LL0610-WILLIAMS - D2 COM) .'�,)P CHORD 20 DF -L $1 -)T CHORD 2x4 OF -L #1 -� WEBS 20 DF -L Standard iKATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. >o z~ n a la L. Ib ' 10 __ ___.. ........,.rn un„- rl nAnC 1 nIMFumusi SUBMITTED BY TRUSS NFR. InL� UMu I--�v , •.•• --••• -• •- --- -, - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING 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. W4X4 - ANN y 12-1-8 I 12-1-8 -.24_-30-Over-.-2s Supports R-910 W-3.5' R-795 W-3. 5' �9 r Wave TPI -9 ia: •'M1IRN IMG•• TR15SES ILOURnL LAl— INAC196. REFER TO 910.81 (BA9OLIRC INSTALLING AND BRACING), PUBLISHED B7 TPI (TRUSS PLATE I1fT170tt, fN 0'090/9I0 01., SUITE too, MADISON, 91 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TMES[ FNRCIIONf. OGIEfS OTtlERNISE INDICATED. TOP CHORD SIL4L RAVI PROPERLY ATTACHED ` STRUCTURAL PMll3, BOTTOM CGOtO SKAIL RAVE A PROPERLY ATTACKED RIGID CEILING. ••1MPORTAMT•- FWGISI A COPY OF THIS DESIGN TO TBE 115MLLATION CORTR ACi0l1. ALPINE EN6INLENLI • PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OISII ANV FAIL00E 7 BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; DO FABRICATING. HANDLING. SHIPPING, ISSVALLINO A Of ALPINE f91CIncOf ATIOA PPOOIL1t1EDTHIS DESIGN Of THE AAMERICCANO ORESTTAn PAPER�ASSOCI�YION)fAGO TPI. IDS (NATIONAL N ALPINE OlSI CONNECTONS ME Shot OF IDGA ASTM A653 Gt40 'ALV. STEEL. EXCEPT AS 'DIED. APPLY CONNECTORS TO [ACM FACE OF TRUSS. ASO UnISS OTGERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ONAHINIS 160 A•1. THE SEAL 00 7119 CRANING INDICATES ACCEPTYtt 01 PRO►153I0'Al [fGl'LERI'G RISPOISI9I►ITT SOLELY FOR THE 71110 COMPONENT DESIGN SHOW THE SUITABILITY AND OSE OF THIS / IRC �1 •YS'_ q �' COMPDIERT FOR MY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIG111. PEA 9)>5A1f ANiIIT,1 1.1995 SECTION P. GA - 1 - - n - 3Wy. TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 6 BC LL 0.0 PSF 20 200 * TOT.LD. 33.0 PSF M1. OUR.FAC. 1.25 SPACING 24.0° 4RE cale ,25* 'Ft. F'�R427-34897 DATE ;;,96/20/00 DRW CAUSR427 00172055 CA -ENG RWL/GWH SEON - 18334 FROM KD in-uTIIIAMc - n3 HIPSET 6' � )P CHORD 2x4 DF -L #1 :T2, T3 2x6 DF -L $2: ADT CHORD 2X6 DF -L #1 :B2 2x6 DF -L SS: WEBS 2x4 DF -L Standard T .LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. =DDITIONAL LOADING PER TRUSS MANUFACTURER(#1 HIP LOAD CASE ONLY) CDC - I— , .............. ......... .............. =IC - 1220LB Conc. Load at 24.25 z�1 HIP SUPPORTS 6-0-0 JACKS TC\BC SPLIT SUPPORTED. CORNER SETS ARE CONVENTIONALLY FRAMED. ((* LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24" OC. W1.5X4 N W5X84 rT2 5X4 AI H B r r* ra �(A) C=) . W3X4(0) o f(A) - w W W + W x W4X6 (0) W6X6 W6X6 - HS416 - cy W5X4 B W1.5X4 10 x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TERAL-BRACING_E PACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.0 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC m 24.0" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. RECOMMENDED CONNECTION:FOR 1220 TRUSSES. SIMPSON: HUS26 .SEE CATALOG CC=2000'FOR—NAILING SPECIFICATIONS. V3 w :2-- L "a- w C chi.. 0 ra C=� O O N 0 N 9 ,C2) a R-2435 W-3.5" PLT TYP. Hi h StrerVAKI", ve TPI -95 R Desin Criterla: TPI S' " TlOS3lS l[Otl(A! ESTMEME CME 11 fA1l""loN, MANDL116, SII►PLNC, iNSTAItIIG MD .NE6e7 D'OMO►RIO DlwTE S11TE too.KING BISON. WBAACS3119).VOBLISHED BY TPI (TRUSS FOR SAFFETY PRACTICES PRIORATo THERE FUNCTIONS. 6N►ESS OTM[RI15( INDICATED. TOP CHORD SMALL HAVE PROVENLY ATTACHIO PANELS. BOTTOM CNOED SMALL HAVE A PROPERLY AITACNED 81610 CEILING. NT'" FURNISX A COPY OF TRISDESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGIN[EREI INC. SMALL NOT 1! 1ESPONSISLE FOR MT DEVIATION FROM TMIS DESIGN; ANY FAIL tliIE T� 16ILD THE MOSSES 11 CONFORMANCE IITO TPII ON FABRICATING, HANDLING. SNIFFING. INSTALLIRa M ALPINE SPECIFICATIONWVeellSIED Of THE AAIVERSIGN ICCAN FORESTONFORMS AID PAPER APPLICABLE AssOCIATION)PROVISIONS AND TPI.(NATIONAL ALPINE OESIG CONNECTORS ME MME OF MA ASTM ASS3 6140 Gail. STEEL. ESCEPT AS NOTED. APPLY CORMECTOMS TO EACH PACE Of TRISf. AND UNLESS OTMEIMISE LOCATED ON THIS DESIGN. POSITION CONSECTORS PER DRAWIg6S 160 A•I. THE SEAL ON THIS ONMING INDICATES ACCEFTMCE OF F10TESS10NAL [NGINEIRIM6 RESPONSIBILITY SOLELY folk TRE TAUS! COMPONINT DESIGN SHOWN. THE SBITABILITT AND USE 0P TMIS $ �i28 COMPONENT NT111SLC 0ANY TIDR�M BUILD'" IS TIE lESP011SIBILITV OF TME IUELDIM DESIGNER, IElk G 95 MSI W. 20 11.8-0-0 7 '%4261 444���? CAL- 1 - - R - TC LL 16.0 PSF 8-5-7 75"/F1 900 TC DL 10.0 PSF DATE • /20/00 BC DL 7.0 PSF DRW CAUSR427 ;00172061 BC LL 0.0 PSF CA -ENG RWL/GWH TOT.LD. 33.0 PSF SEON - 18350 DUR.FAC. 1.25 FROM KD SPACING 24.0" ..nein-NTIITIMS - 03D Lnaa. a......- !AMS __ -':v )P CHORD 2x4 DF -L $1 �)T CHORD 2x4 DF -L #1 C -A WEBS 2x4 OF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0O PSF BC LIVE LOAD PER UBC. CXD0 0 z W3X40 I- R -1166 W-3.6" Rh -558/-558 W3X8 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ** THE MAXIMUM HORIZONTAL REACTION I.S..557.680 *" r(A)-CONT-INUOUS_LATERAL BRACING EQUALLY -SPACED ON_MEMBER, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ((DRAG TRUSS>> TRANSFERS 15.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X4 W3X6 a W3XB e W1.5X4 B 13-2-8 R -At -D Over 2..SUDDOrtS , PLT TYP. Wave TPI -95 R Desi n Criteria: MLOAND "YAIINIRG" TRUSSES 1111111122-91 ERINEME CARE IR ►AHRtCATION, RAN PUBLISHED BT Itt GRIPPING.F (TRUSS !LATE C NIAINC. REFER TO H1N•!1 (RARDLING INSTALLING AND IRAC1110. IRAITYTE. SBR T ONOfN10 DR.. SUITE L00, RDISON. 11 $3112). FOR SAFETY PRACTICES MIO1 TO PERFORMING THESE FOHCT1012. NNLESS OTHERWISE INDICATED, TOP CMD SHAH HAVE ►t011RLY ATTACHED STRUCTURAL PANEL. 6DTTOM CHORD MALL HAVE A PROPERLY ATTACHED HIS" CEILING. •"IMPORTANT•' FII A COPY Of THIS OFSIGR TO THE INSTALLATION CONTRACTOR. Al1IRE ENGINEERED PRODUCTS, INC. SOUL GDT OL RESPONSIBLE OF ANY UIFROM TRIP DESIGN: ART !ALLOSE TO NBUILD THE NACING OfITNUSfESIN COfMOfN TiDIVISIa (�06 ONN30Y WITH NG AID APPLICABLE PROVISIONS SOf1605 (NATIONALIDESIGN ALPINE SIICIfICAT102 /OILI&RED 6T THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONEFCT0113 ARE MADE OF DG ASTM A663 6140 OALV. STEEL. EXCEPT Af NOTCD. APPLY COINECTOSS TO EACH FACE OF TOOtt, AD ONLESS OTHERWISE LOCATED ON THIS DESIGN, ►OStT1DR CONNECTORS PEt et�wwNCE 01 PROFE33IONAL 149 OSFOI f10ILITY SOLELYTFOROTHE TIOSSAL Up ICOMPONENT 013161 SBOYN.S RAVING INDICATES EfT THt SUITABILITY A D USE FETNIR Imo, COMPONENT OM ONENTi OR ANll Y PARTICULAR HPID"& IS THE RtSPORSItILITY Of THE GUIDING DESIGNER. PER W1.5X4 W W5X4 (A2) - W. FaP 6410,2002 Jun 20 2000 a3 -b ..8-0-0 R-1166 TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF PS UR.FAC. 1.25 PACING 24.0' 1875° Ft, 1.27-- 4917 DRW CAUSR427 00172085 CA -ENG RML/GWH SEON - 39155 FROM KD W2KOL �I o rz 414 w oa w w x z W5X4(A2) W1.5X4 B W3X8 s w w x d ( 12-1-8 I- R -1166 W-3.6" Rh -558/-558 W3X8 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ** THE MAXIMUM HORIZONTAL REACTION I.S..557.680 *" r(A)-CONT-INUOUS_LATERAL BRACING EQUALLY -SPACED ON_MEMBER, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ((DRAG TRUSS>> TRANSFERS 15.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X4 W3X6 a W3XB e W1.5X4 B 13-2-8 R -At -D Over 2..SUDDOrtS , PLT TYP. Wave TPI -95 R Desi n Criteria: MLOAND "YAIINIRG" TRUSSES 1111111122-91 ERINEME CARE IR ►AHRtCATION, RAN PUBLISHED BT Itt GRIPPING.F (TRUSS !LATE C NIAINC. REFER TO H1N•!1 (RARDLING INSTALLING AND IRAC1110. IRAITYTE. SBR T ONOfN10 DR.. SUITE L00, RDISON. 11 $3112). FOR SAFETY PRACTICES MIO1 TO PERFORMING THESE FOHCT1012. NNLESS OTHERWISE INDICATED, TOP CMD SHAH HAVE ►t011RLY ATTACHED STRUCTURAL PANEL. 6DTTOM CHORD MALL HAVE A PROPERLY ATTACHED HIS" CEILING. •"IMPORTANT•' FII A COPY Of THIS OFSIGR TO THE INSTALLATION CONTRACTOR. Al1IRE ENGINEERED PRODUCTS, INC. SOUL GDT OL RESPONSIBLE OF ANY UIFROM TRIP DESIGN: ART !ALLOSE TO NBUILD THE NACING OfITNUSfESIN COfMOfN TiDIVISIa (�06 ONN30Y WITH NG AID APPLICABLE PROVISIONS SOf1605 (NATIONALIDESIGN ALPINE SIICIfICAT102 /OILI&RED 6T THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONEFCT0113 ARE MADE OF DG ASTM A663 6140 OALV. STEEL. EXCEPT Af NOTCD. APPLY COINECTOSS TO EACH FACE OF TOOtt, AD ONLESS OTHERWISE LOCATED ON THIS DESIGN, ►OStT1DR CONNECTORS PEt et�wwNCE 01 PROFE33IONAL 149 OSFOI f10ILITY SOLELYTFOROTHE TIOSSAL Up ICOMPONENT 013161 SBOYN.S RAVING INDICATES EfT THt SUITABILITY A D USE FETNIR Imo, COMPONENT OM ONENTi OR ANll Y PARTICULAR HPID"& IS THE RtSPORSItILITY Of THE GUIDING DESIGNER. PER W1.5X4 W W5X4 (A2) - W. FaP 6410,2002 Jun 20 2000 a3 -b ..8-0-0 R-1166 TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF PS UR.FAC. 1.25 PACING 24.0' 1875° Ft, 1.27-- 4917 DRW CAUSR427 00172085 CA -ENG RML/GWH SEON - 39155 FROM KD nA PinnY - c,,)P CHORD 20 OF -L #1 � 3T CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard 1 LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -71o RUSS SUPPORTS 240# MECH UNIT; UNI T3 CENTERED AT 24- 3- 0 UPPORTED BY -$Tc- UNIT'WIDTH"°2 -=4=? 0; SUPPORTED BY 3 TRUSS 0 0 z . W3X4 ® W4YR 8 H v A C7 AY.. O-. A W G4 W1.5x4 e w x W3X6 Not c> z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIT, Fel rnNTIN000S LATERAL BRACING EQUALLY SPACED ONMEQ_ DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 ,70 ...._... _ W3X6(B1) W BY TRUSS MFR. -0.8-0-0 w 2.0-0 z 1-4-0 I 14-0-0 I� 400 1 Q Is. 0 0 0 O N 0 N ti 35-4-0.Over 2 Supports= I`zJ R-1386 W-34.00 R-1210 - - necinn rritPria: TPI(STO) CA -1Ik ii;8c •YARNING'• TAUSS[S AEONIIE EXTNFMANY TPI (TUSS PLAT[ "ACING. REFER TO NIB -VI (NAIDLING INSTALLING AND BRACII6). FURNISHEDPUCTICES PRIOR ►INSTITUTE. Sn EAFORNIVO THESE FUUNNCTIONS RUNLESSRIO D..TOTHERWI2.ISE ADISONINDICATED. TOPICHORD OSHALL TE PROPERLY ATTACHER STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• FORNISN A CO►T OF THIS DESIGN TO TN[ IISTALLATION CONTMCT011. ALPINE ENCINEER[L ►RODOCTS. INC. SHALL NOT I[ RESPONSIBLE FOR ANY OEY l6TlOV FROM TR13 OESINAt ANY FAILURE TO UILDBRACING E TRUSSES IN COTHLSNAl" WITH 7TENS UITH�PPLICABIE PROVISIONSRICATING,, NANDLINS. OF lot G(IAT ITONALIOESIO` SPEtVICATIOR ►UILISIED IV Tat AMERICAN FOREST AID PAPER ASSOCIATION) AND T►1. ALAN[ COUIRCTORS ARE RACE OF EOtA ASTM A657 6040 RALF. STEEL. EXCEPT AS 40790. APPLY CONNECTORS TO EACH PACE OF TtUft. AND UNLESS 07VERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 011ANIBOf lt0 A•l. THE SEAL Of THIS DRAVING ItDICATES ACC[PTAICI OF PROFESSIONAL EIGISEIRISG COIIPOI[NTI►OR ANVIELT FOR ►ARTICULAREBUILDINGIRIS TREFRESPOASI01LITT OSHOWN'F TNI BUILOINGTHE I ESTY IG [Ru►EA of TBIt AISIMI 1-IPFS SECTION t. 1w TC LL 16.0 PS TC DL 10.0 PSF 68 5 BC DL 7.0 PSF BC LL 0.0 PSF 20 200 TOT.LD. 33.0 PSF M-9,00 VI►. �9 DUR.FAC. 1.25 cel SPACING 24.0- 9-8-7 1875' Ft: --34901 Wgninlb'r- DRW plUS1427 0OWR CA -ENG RWLLIGWH SEON - 38206 FROM KD ncTn.uT t lAm - 05 TSC PIGGY BASE ':'"P CHORD 20 DF -L #1 '�, T CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard :W2 20 DF -L {)1: rL.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. :FLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 00 :DRAG TRUSS» TRANSFERS 50.00 PLF ALONG TOP CHORD z4ROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 6 W3xR 1 E-• v s= A O C�. A W a W W x W3AlukrLy o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ** THE MAXIMUM HORIZONTAL REACTION IS 1937.62# *� CALCULATED HORIZONTAL DEFLECTION IS 0.25' DUE TO LIVE LOAD AND 0.18' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL'BRACING EQUALLY SPACED ON MEMBER. 10 PSF DC LIVE LOAD PER UBC. W3X4 1%, w z ' w 2-0-0 '4 14-0-0 1 o-n_n 7.8- WDAD�= �s X8-0-0 9-8-7 175" F1 -34902 35 4-O'_Over�2=Supports J 1 a R-1270 W-3.5' Rh -1938/-1937 �p o O Desi n Criteria: TPI STD PLT TYP. (lave TPI. 95 R •YARMItl6•• TR03S[S RE00I RE ESTREME WE EN FABRICATION. NMOL INCA. SNI►P116. INSTALLING AND INSTALLIND AND BRACTG). PUBLISHED B7 TPI (7IUSS (LATE �yy TC LL 10'. P D T� t� BRACING. REIT TO NIB•91 ("RULING OR.. SUITE 100. MAOISOW, NI SS7If), FOR SAFETY PRACTICES ►TOA TO TC DL CV 1NTITNT[. SBS D•OIIOfRPO PERFORMING THESE FUNCTIONS. IRLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED fL1 HAVE A P0.0PERLT ATTACKED TGID CEILING. BC OL 7.0 PSF CA z N ONCIORD TO THI AAE[D SlATl ►MLlSRE IATHIS DESIGN uEFALI TI DEVIATION FROM All NESPORIS[M 6 B BC LL 0.0 PSF CA -EN RML z fR00CS Inc.RC. SHALLIOTIE IIILD THE 710569S II COBFUNMItE ItTN TPI: OR 0 APPLICABLENG. MAIOLIIONgo, SOf 203 , TIONALIRG Of TRUSSES. THIS DESIGN CONFORMS WITR APPLICABLE PROVISIONS 0/ ROS (NATIONAL DESl6 TIP. ALPINE ��� 20 200 * TOT-. LD. 33.0 PSF NEON - 391 A • -� BRACING ALPINE SPECIFICATION MUSSED IT IDE ANENICAN JOUST AND PATEN ASSOCIATION) DI AID CONNECTORS M[ RAO[ OF EOG ATN ASSN GR40 IALT. STEEL. ERCEPT AS NOT[0. APPLY CONNECTORS 70 EACH PACE Of IROS•. AND UNLESS OTHERVISE LOCATED 00 THIS DESIGI. POSITI01 CONNECTORS PER DIAVIIS ACCEPTANCE Of PROFESSIONAL TSHOWN. IOFE7113 DUR . FAC . 1.25 FROM KD THETNT S9ITABII TT AND USES TRUSSIS E CON► /ERT DESIGN SPACING 24.00 SPA RDfMSf0�f1B1lITT IM COMPOfINT FOR AIY PARTICULAR B91LOI16 IS TIE RESPONSIBILITY M TNT BIILDIRG DESIDIIER, PER ��B CI► 4SB2S AISI/T►1 1-1l9S StCTIOR 2- 175" F1 -34902 (KILL0610-WILLIAMS - [PGE] D6) -1"P CHORD 2x4 DF -L #1 :T2 2x6 OF -L #2: :�•T CHORD 20 DF -L #1 c i WEBS 2x4 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. o ))THIS AREA DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS. c— GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. o THIS TRUSS MAY NOT BE NOTCHED OR CUT. z( ,LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER UJAT EDGE OF LOWER ROOF DIAPHRAM. OR WITH PURLINS 24. OC, 1 E— C=) O 04 t� THIS DWG PREPAREO.FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REOUIREMENTS. (A) CONTINUOUS LATERAL'BRACING-EQUALL-Y--SPACED-ON_MEMBER-.� IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00. OC. SC ® 72.00. OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 0 W2.5X4 1!b Ll W a W W '7�` NG.7AY LnaA � C •,,.7 1 W (� (0) .2 -0-2j ` 27-5-12 '--' -0-0 I A-3-1} �_n_l; 1 14-0-0 ,) n.n.n7-8-8 a N CO 0 O O N 0 N ti R-576 W-3.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP Wave TPI -95%R B6. TN/SSL3 REOOIN[ EN1TlKE cANR •NARNI- INACING. NEFER TO 211•!1 (HANDLING INSTALLING AMD NACINBI. PUBLISHED BY TPI PRACTICESFETY PRIOR OR 19 'a INSTITUTE TS93 101011ONf�11lES$TOTXEENISE IIDICATNB. TOPICHORD SUALL NATE PROPERLY ATTACHED STRUCTURAL PASILS, BOTTOM MORD SMALL NAVE A PROPERLY ATTACKED 41610 CEILING. •IMPORTANT•• FURIIfN A COPY OF THIS OE SIGe TO THE INSTALL CONTRACTOR. ALPINE IIGiSEE1R1 -IKpROORTAM. INC. f2Alt NOi 0E ILSPOIIf INIf U$ ABY DEVIATION FROM TRIS DLSIGNi ANY FAILURE TO BUILD NNACINO. INSTALL NOT TSUSSES11 HEIS DESIGNCE iTH 111; 01 CO2FORUf VITO�APPLICABLE PROVISIONSTING. NANDLINS.OfNOSO(NATIONAL 10[f [S�1 SPECIFICATION PUBLISHED BY Till AMERICAN FOREST AND PAPER ASSOCIATION) AND TVI. ALPINE CONI[CTOTS M[ MADE OF t00A AfTM A66S WO NALV. STEEL, APPLY CONNECTOR$ TO EICEPT AS NOTED. (ACA FACE Of TRUSS, ANO •ILESS OTNERAISE LOCATED ON THIS DESI61. POSITION CONNEROES PEN RRSPONSIIIIETA-tY SOIELYTi0RjI 1T E TTOff COMPONENT pE31 UEAL 01 THIS OWING S; THE SUITABILNCE OF ITY 0 USENAL FI THIS COMPONENT 1.PON N2ANY SLCTIDICI� BUILDING IS TUE BESPONSIRILITY IF THE BUILDING DESIGNER. PEA R-267 PLF W-19-7-8 n Criteria: TPI ALPINE AWN�CA. IDD. W. 20 9-5-7 +8-0-0 VIS C 13 CA -1 - -R-"?RE al TC LL 16.0 PSF F427 4904 TC DL 10.0 PSF DATE 06/20/6' BC DL 7.0 PSF DRW CAUSR427 00172072 BC LL 0.0 PSF CA -ENG RWL/GWH TOT.LD. 33.0 PSF SEAN - 18373 DUR.FAC. 1.25 FROM KD SPACING 24.00 (KILLUDIV-111LLLAM4 r --,)P CHORD 2x4 OF -L #1 '--3T CHORD 20 DF -L 01 N WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 C=- O O 934 - CY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID GEILIMU uac run0+. TO BRACE TC @ 24.00. OC, BC @ 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 - F I L'-2 -0-0--j a (s -2-0-0--j 8-0- ¢ 8-0- , I R-632 W-3.5" PLT EYP. Nave TPI -95 R Desi n Criteria: TPI S1 ••NARY MB•• TNOSfEi RCOYIIE UTREME CARE IB FABRICATION. HANDLING. SNIFFING, INSTALLING ASD 11fi1tOTL IGF D�O910.91 tOPl10 Olt.. SUITE ECO.HANDLING KADISON..NG 091 53119).P�ORffAFETT PRACTICES HED Dry 7PI YPIIOlATO PERFORMING US THESE FUNCTIONS. ONIESI OTHERYISE INDICATED. TOP CHOP SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A FAMILY ATTACHED RIGID CEILING. ^IIOORTANT•• FURNIfN A LOFT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALFI IE ENGINE[NED PRODUCTS. INC. _SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM TNI$ DESIOB: ANY FAILURE TO// H TPI. BUILD THE or TRUSSES , CONFORMANCE DESIGNrtCONFORNS MITI Olt AAPPLITCABLE PROVISIONS . HANDLING. OF RDS i(NATIOM (NATIONAL ALP I N E LPECIFtuTION PUBLISHED 0Y THE AMERICAN FORIST AND PAPER ASSOCIATION) AND TPI. WINE rAESICTCAT OR MALE OF TOGA NGiH AGNS LRaO GAL1. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AIM MESS OTHERYISS LOCATED OR T013 DESIGN. POSIi103 CDSNECTMS PER pRAYIIiT ICAO A•t. TX! SEAL OB TN{f BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL INOINE(RIND •1�. ��..,,,1 ORAMIRESPOIGS 160AITY SOLELY FOR THE TRNSS COYFOVER DESIGI SNOYN. TRE SDITABILITY AND USE Of THIS ryr�Bq �q CA9 7E1: SSW�PIYIFOR9ART SERIOICVLAR BUILDING IS THE RESPONSIBILITY 0► itl[ BUILDING DESIGNER. PER I. R-632 W-1�z 5" CA A2000* TC LL 16.0 PJS� TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF OUR. FAC. 1.25 SPACING 24. ON ORW gAUSR427-oOV CA -ENG kiiJL'/GW SEQN - 18375. FROM KD uTllnrTn.1111LIAMS - ISGE] E2 DTC) QIP CHORD 2x4 DF -L f1 ",)T CHORD 20 DF -L #1 cM�1 WEBS 20 DF -L Standard :W3 21(4 DF -L1: ir%-ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o HIS GABLE DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS. c- ABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 1D PSF, o HIS TRUSS MAY NOT BE NOTCHED OR CUT. 0 z t� V A O tY. t1. A W W W CM3 1x W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.17- DUE TO DEAD LOAD. SEE DWG GBLLETIN0699 FOR MORE REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC m 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6 (R) IB W L-2.0-0-� .Z-. c.. L-6-2 -0' 0-4'j 01- B-0-0 _1 d 8-0- cam,., N 0 0 0 N 0 N •—a c Z X16-0-0 Over 2 Support +/�� R-1148 W-3.5' R- 1148 Wq,.5" Note: All Plates Are W1.5X4 Except As Shown. Desi n Criteria• TPI STD CA/- 1 - -1 PLT TYP. Wave TPI -95 R TC LL 16.0 PSF TE ••ttx1MG•• 7ROSSE3 RE00IRE ESTMEME CARE 11 f"RICATION. NAADLING, srtrrlra, INSTALIiRG ASO IRACINGtt uSu DOONO►RIO DRAUDSIITE EDD MAOIfO.NIMCS3711) PUBLISHED FORSAFETY PRACTICESGPRIOR ATO �� W TC DL 10.0 PSF PERFORMING TRESS fNNCT10YS. Ull[SS Otl4FESE INDICATED. TOP PEALV TACM[DORIGID CLIIIRG.IE PROr[RLl ATTACRLD DL 7.0 PSF RD sYRUCYCIAL PANELS. BOTTOM CNOSO SHALL ••INPORTAIfP� FURNISH A COPY 01 TRI! DESIGN TO TRE INSTALLATION CONTRACTOR. ALPIIL [SGIIEERE B PSODICTS. IMC. SMALL NOT GE RISPONSIBLE FOR ANY D[fIAi10l RDN THIS S[SIGrt ANY MELDRC T BC LL 0.0 PSF IFILD TB[ TRUSSES ti COSIOtMANt[ Y1T11 TPI; ON FABRICATING, "AROLIY6. SNIP/UG, INSTAR INC ALPINE 11ACING OF TRGSS[S. THIS DESIGN CONFORMS YITN ArrlltUlE fR0YTS10R! 0/ COS (NATIONAL OEfI * n 20 2000 >t TOT.LD. 33.0 PSF SPECIr1tmoo PUIUSSIG 11 TNI AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARC MAD[ OF IDOA ASTM ASS3 0140 GALE. STEEL, (ICEPT AS NOTED. APPLY CONNECTORS TO fATJI FAC( OF TpOtt, ARO 01 ESS OTHERWISE LOCATED ON THIS DESIGN. rOSIT10G CONNECTORS Pill .(� INIArINGt 110 A -l. TRI uu ON THIS DSA1111 I[DICATES ACCEPTANCE OF PROFESSIONAL [NOINEERItG YAC OUR .FAC . 1.2 5 RESP01111t111 SOLELY FOR THE TRUSS tDp01[YT DESIGN fGOq. THE SDITABIL191LO146ITY ANDIGN OSE OF TRif SPACING 24.0' �o, P 9S ►NSI%TrlTTot l lfl6 SECTT01 OLAR /UILDISG is TSE RESPONSIBILITY OF TBE GDIt01AG D[516N[R, PER2. 5-4-4 N R: rF',R4 7;-==3'¢906 DI E t ,Q66�'%2P./00 DRW CIIUSR48j:00i7 ,O7' CA -ENG RWL/GWH SEON - 39318 FROM KD (I(ILL0610-WILLIAMS - F1 GIB c—".P CHORD 2x4 OF -L $1 -T CHORD 20 DF -L J2 N WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � )DITIONAL LOADING PER TRUSS MANUFACTURER �.......... .......... From X606 PLF at 0.00 to 606•PLF at 31.46 z BEARINfi BLOCKS: NAIL TYPE: 0.131z3.0_g_na11s BR8 X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12' 1 31.167' 1 12• 7 BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. W5X8 N. W7X8 Q W3X8 v W3X6 ♦ B r o a rs. o W6X4 (C2) tRs w c+z w w C23 W4X6 (C2) le W4X4 v W4X4 (R) M W5X8 W6X4 (R) of C=3 W6X4 e w x THIS DWG PREPARED 'FROM COMPUTER_IMP--UT_(LOADS_ATDIMENSiO)IS)_ SUBMITTED BY TRUSS MFR. iXWt*llll11: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW 0 12' o.c. BOT CHORD: 1 ROW @ 4' O,c. WEBS : 1 ROW 0 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RE_COMMENOED=CONNECTION-FOR TRUSSES:@=24' O.C. TO BOTTOM CHORD: SIMPSON HUS26. C—SEE-CATALOG C-20 FOR NAILING=SPECIFICATIONS. F I W4X4 (R) 11 a 14-0-0 3-5-8 14 -0-0 o.. OI 0 0 N O N "5=8 -Over 2 5uppor R-10570 W-3.5' PLT EYP. Nave TPI -95 RDesi n Criteria: TPI S' ••HARMING`'• TIUSSES REOUIl[ ESTIEN CME IR FABRICATION. KINDLING, SHIPPING, tN3iALl11i AND IISTCIM! IESB3 T00010NIO OR. SULITE 110.ING uRADISO LING ArolllMOn).POFat SAFETY PRACTILISNID of TPI CES PRIORATO PERFORMING TRELE IUICTIONS. UNLESS OTH[SI1SE INDICATED, iDP CNOlO SRAM MAfE PROPERLY ATTACMEO PEROCTWp PRIEIf, BOTTOM CHORD "ALL IAIE A PROPEALY ATTACHED 111810 CEILING - STRUCTURAL S. BOTTIS" A COOT 0► 1113 DES TO THE IBSTAtLATIOI CONTNACTOR. ALPINE EIGINEEREI PRODUCTS, INC. SHALL NOT of RESPONSIBLE FOR ANY DET NATION fIDM TMIf DElSF ANY FAILURE TO BUILD THE TIIUS5Ef IN CONFORMANCE 9170 TPI: Oil FABRICATING. RAIOt1Ni. NIP/IN6. [NSTAU1l6 Al ALPINE BRACING Of TRISSES. THIS DESIGN CORFORNS 917H APPLICABLE PIOYISIONS OF NDS (RATIONAL OES1i SPECIFICATION PUBLISNED BI THE AMERICAN FOREST AID ?APER ASSOCIATION) AND TPI. ALPINE CONI[CTORS MC MADE OF EOCA ASTM A653 GA40 GAl3. STEEL, EICEPT AS NOTED. APPLY CONIECTORS To EACH FAC[ Of TRUSS, AND 011Eft OTNElY1SE LOCAT[O ON TNI& DESIGN. POSITION CONNECTORS PER DRA11lG& 160 A•I. THE SEAL ON THIS DRANIRB INDICATES ACCEPTANCE OF PROFESSIORAL ElillECR1NG ltl►ONSII ILITY SOLELY FOR TIE TNOff CONPOREIR 101 or SIORI. THE SUITABILITI AID USE Of THIS CowoITI`oil ANT PARTICULAR OBILOIRG 12 THE RESPONSIBILITY OF TME BUIIDIMG OLSIGIER, PER IE W6X42�_F'-0 W4X6(C2) a R-10570 W -3:5'x' �� ® o CA - 1 R - �p W. TC LL 16.0 S R TC DL 10.0 PSF AT 9-8-7 °20100 BC DL 7.0 PSF DR CAUSR427 00172076 06 BC LL 0.0 PSF CA -ENG RWL/GWH f un 20 2000 t TOT.LD. 33.0 PSF SEON - 38210 NII- DUR.FAC. 1.25 1 FROM KD CIP SPACING 24.0' —w CACC1 (WdLLUblU'eLL.ufU9a - r—A-P CHORD 2x4 DF -L #1 SIT CHORD 2x4 DF -L #1 N WEBS 20 DF -L Standard FOLATES DESIGNED FOR GREEN LUMBER PER NDS 91 TABLE 7.3.3. to :FLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. m �CDRAG TRUSS>> TRANSFERS 78.00 PLF ALONG TOP CHORD z HROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. p W2.5X4 0 VX644 H v A O a Q., A W Cs3 W Z M7A4(PL[/ o c.C7 W LL22i x = 2-0-D 14-0-0 I 3-5-8 I 14-0-0 —� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTIONS (R--330# MAX, SEE BELOW) KtUU1KL UrLIVI CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 2720.28# ** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. .r Z wjA0IRE w 8 R-1480/-330 W-3,5" •Rh -2720/-2720 -95 n Crlteriv. •IIARNINB" TRUSSES REOU14[ EITREH[ CARL In IISAGING. REFIN TITUTE NB] DOOt0Il10 04n SUITE t00,AULING ARMADISON,LINS DNIRAC63119).ROIORSSA/ETi PtACTI[ESRPRIOR ATa /LSTITUTE. 1$03E FRICTIONS. UNLESS OTRLRNISE INDICATED, TOP CHORD SHALL SAVE PROPERLY ATTACHE D STRUCTURAL FARELS, BOTTOM CRORD ]MALL NATE A FI0/ERIY ATTACHED R161D CEILING. �jpppOCRj{�MIjC, FUANISI001 TDEYIAi10 INSTALLATION FOUR INESTDCSIGII ALPINE TO HE ANTFAILUREEIt FABRICATING, RANOLING, SIIPPIRD. INSTALLING AI 101L0 M TRUSS[f !N CONFORMANCE Nl1N TP'; 02 OF IDS CONFORKS III SPECIFICATION PUILISBED ITSTMESIGN ANTRICAI FO ESTTAND PAPER ASSOCIATION)SAID TPI. (NATIONAL DESIGN CONIICTORS ARE NAD[ OF ROCA ASTM AGS] Q40 GALT. Stt[l. [ICIFT AS NOTED. APPLY CORRECTORS TO [ACM FACE Of TRUSS, AID UNLESS OT/EBMISE LOCATED OB THIS 01 161. POSITION CONNECTORS PER ORAIINGS 160 A-1. T1[ SEAL ON TIES DRAMIRB INDICATES ACCEPTANCE OF PROFESSIONAL 11611LI1III6 RESPONSIBILITY SOLILY FOR TILE TRISS COMPONENT DESIGN STOMA. TOE SUITABILITY AND USE Of THIS CAO 01911TppilFOR9ART fAST1C1Lu BNILOING If TOE RESPONSIBILITY Of THE BUILOINO DESIGNER, PER R-1480/-330 W-3.5' o W"W i 9-8-7 CA - 1 TC LL K 16.0 v PSF av a.•;a R F �• 2 ¢�yy TC DL 10.0 PSF DAT (Y6; Z. BC DL 7.0 PSF DRW CAUS 7' BC LL 0.0 PSF CA -ENG RWL 20 2000 * TOT.LD 33.0 PSF SEAN - 391 CIV11" DUR.FAC. 1.25 FROM KD SPACING 24.0' "/Ft ter nirry RAC. ,,,JP CHORD 20 DF -L #1 ---DT CHORD 2X4 DF -L #1 Co'a WEBS 20 OF -L Standard irLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 0 N 0 z W6x4 of 111.5X4 m v 0 3-S-13 a � w = - .� CX --1 oa x W4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED B S MFR- ..nirrur CnuAil V 1,PACFD ON MEMBER -------- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 � C-:3 l z w1 x �5 9-8-7 4.8-0-0 L>:2.0 -0a1 Zo CA -1- - R# ca TC LL 16.0 PSF F 14 PLT TYP. Wave TPI-]AIM Desi Criteria: TPI S1 i, AID NIIG•* TRISSIS RE09IRE ESTREKE CARE IN FABRICATION. PANPLIKS. ED 6Y TPI TI(T1IlS LATE ING. REFER TO tlIB•Bl (NAN0I116 IISTALI IRO AILD BIACIKG). ITOTE. 365 0.010FR10 OR— SDITE 200. MADISON. Yl SSTIB). FOR SAFETY (PROPERLY PRIOR TO RRING THESE FUNCTIONS. IKLESS OTHERWISE INDICA7E0. T0f CRORD SNAIL HAVE PROPERLY ATTUNED CTURAL PANELS. BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CE ILTBG. —IMPORTANT" ►YINISN A COPY OF TRIS DESIGN TO THE INSTALLATIDN CONIBACT01, ALPINE ENGINEEREECC my FAILURE To ME YS6SSEHALLS to GOT BE GANFORKNIT. RESPONSIBLE FOR ot�FA6R CATING• HANDL NG. SKIIPIIG.INSTALL'" AwI ALPINE ONACINI of IITCAilOAB►IOLISREDT6YSFNof NOS ESION CORFOR"ll 91" APPLICABLE AKENICAI FOREST AND PAPER ASSOCIATION)SAND TPI.�ALLPINE OESI ECTORS ARE BADE OF FOGA ASTM A6S5 GRAD GALY. STEEL. ERTi►T AS NOTED. APPLY CONSECTOIS TO FAC, 0► TIBSS. AID UNLESS 0711111113E LOCATED oN THIS DESIGN. ►0611101 CONNECTOIS PER IIGS 160 A•E. THE SEAL 01 THIS DIANIKG INDICATES ACCEfTAICE Of PAOFESSIDAIDIAl OffIKEEITIS ONSIBILITY SOLELY FOR THE no$$ CORPONENT DESIGN 3110111 TRE BUILDING DE IGH R, O! THIS AJ $Dg111CQEd� 9P, S .I1bOIENT FOR ANY ►AKTICYLAR BUILDING IS THE RESPONSIBILITY 0► THE BUILDING DESIGNER, PER $�10. /T1I 1-l9NS SECTION 2. W. Jun 20 2000 TC DL 10.0 PSF DAT brz"- BC DL 7.0 PSF DRW CAUSR427 00172077 BC 'LL 0.0 PSF CA -ENG RWL/GWH TOT.LD 33.0 PSF SEON - 39144 DUR.FAC. 1.25 FROM KD SPACING 24.00 � err_r_v nAfCl �`r-1)P CHORD 2x4 OF -L #1 "-)T CHORD 2x4 DF -L #1 N WEBS 20 DF -L Standard irLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. � 0 PSF BC LIVE LOAD PER UBC - 00 0 0 z W6X4 CZ3 W1. 5X4 E-» U T A O W P-. A 3-5-13 w c�a w w x W2.5X4 � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. - e (A)—CONTINUOUS LATERAL BRACINU twnLL7 JrMec�_�.•� DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. ,5X4 liz, L0 x W2.5X4 0 w w ' 9-4-0 3-5-8 2-10-8 7-10-0 7-10-0 ..1..5,..--8-�0_O.ver 2 Supports R-517 W -3.5•°r"" � R-517 W-3.5• 7-10-15 -0-0 PLT TYP- Wave TPI -95 R Desi n Criteria: TPI ST h TRUSSES REQUIRE EITREME WEE IA FABRICATION. HANDl1M0, fNIfIgC. IRLTALLlA6 AAD ••HARMING BRACIN9. REFER TO RIN•91 (BAMOLINR INSTALLING AND BIACIRG), fYBI[SMED YT TPI (TRUSS PU INSTITUTE. EN) D'ORDiNIO DA., SNITS t00. MADISON. NFOR SAFETY PRACTICES PRIOR TO I 53719). PGIORMIYU THESE FUNCTIONS. KRLESS OTIMISI INDICATED. TOP CYORO SHALL MAKE PROfERIT ATTICtlED STTOCTURAL PANELS. 101TOM CHORD SRALI RAKE A PROPERLY ATTACHED RTO1D CLILIRO. •IMPORTANT•• FINNISH A COPY OF THIS DESIGN TO TRE INSTALLATION CDRiRACTON. WIRE ENRIIEER[0 PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TIE TRUSSES IN CONFONHMCE PITH TPI: OR FABRIGTIts. aANDL INS. SHIPPINO. INSTALLING AN PLIC It ALPINE SkkC112 Of ► C1IICATITRUSSEIISNEDTBTSTMESMIRIW [STfill CONFORNS TARD ►APER ASSOCIATII ION)SAR0 1 1.OF 05 (NAL►lAE ATIONAL DESIG CONNECTORS ARE MADE OF t0G ASIA A6S7 GYRO WY. STEEL. EIC[PT AS NDT[0. 1V PLT COMRICiO0.3 TO EAP FACE OF TRNS3. AND OALESS OTHERWISE LOG1[D ON THIS DESIGN• POSITION CORRECTORS PER ORAYIASS !BD A•E. THE SEAL ON THIS ORANIt9 11 ICAT S ACCEPTANCE OF PROFESSIONAL ENGINEERIRD RESPONSIOILTTT SOLELY f0A THE TRUSS COHFONERT DESI91E SHOWN. THE SUITAKILITY AHD USE Of IN IS A)°0� i:ntwhm .b' COMPONENT DM ONENTjTPI IIn A SECTIOI SLAB BOILDIR9 1S 111 RESPONSIBILITY OF THE BO1lDIY9 DtSiGR[0.. PE1 w Jun 20 1eq 9-9-15 CA/ -/I R Sc Ft. TC LL 16.0 PSF RE R - TC DL 10.0 PSF DATE 06/20/00 BC OL 7.0 PSF DRW CAUSR427 0172078 BC LL 0.0 PSF CA -ENG RWL/GWH TOT.LD. 33.0 PSF SEON - 39140 DUR.FAC. 1.25 FROM KD SPACING 24.0' t'. - II'r,)P CHORD 20 DF -L #1 c -'.')T CHORD 2x6 DF -L #2 � WEBS 2x4 OF -L Standard "i"r,ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. w o ECOMMENOED CONNECTION FOR TRUSSES % 24" O.C. o TO BOTTOM CHORD: 51MPSON LUS26• z -SEE CATALOG C-2000 FOR-NAIL--ING-SPECIFICATIONS. W1.5X4 N H 8 r A O LL A W Glu WI W Z wl W2X4(Al) 153 1M. W I , al GL 0 0 C=- C=; O N I THIS OWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID LLILI nu UaG ru��=..�• TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. GIRDER SUPPORTS: 11- 7- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. —6-O,s0jver 2_Suppor_ 8-692 W-3.5' R-624 W-3.5' PLT TYP. Wave TPI_ "i R Oes1 n Criteria: TPI STD I�IIACRj 6Y0-R[fEA 10 tIB•/I (HANDLING INSTALLING AND BRACING) P08LIfNED BY TPI LIN 1 (TN 7f( HATE w �f _ (/STIT3. $BI O'ONOFNIO OR.. SLIT[ tDO. MADISON. YI 63719). FOR SAFETY PRACTICES PRIOR TD ITOFOTITt. THESE IUNCTIOWS. UNLESS OTHERWISE INDICATED. TOP CHORD EMIL RAVE PROPULT ATTACHED {._ STRICTVIAL PANELS. BOTTOM CAOSO SNALL NAVE A PROPULi ATTACHED RIGID TRACTOR. --IMPORTANT-' FURNISN A COPT Of THIS DESIGN TO THE INfTALLATION HISTIIACIOR. ALPINE RNIM& TROOOCTS. INC. SHALL NOT it RESPONSIBLE FOR ANY DEVIATION FROM TI11 OEf/G1; MT ►ULU0.E TO INIAD THE TROf3ES It Cpl►OtMANtE WITH TPI: OR FABRICATING. HANDLING. SWIPPIIG. INSfAILING �Un 2D 2DOD ALPINE BRACING OF TRWSSIf. TRIS D[S16R CONFORMS STIR D PAPER A[ PROVISIONOCIATION) OF SOT (tAT10NAL oEfl SPECIFICATION PO/LISNEO BV TIE ARTUIC SOREST AND PURR ASSOCIATION) ARD TPI. ALIT NE COtNECTD111 AIN[ BADE OF FOGA ASTM A6S3 G,40 DAL,. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO ERIN FAC[ OF o MCI ARO YtLE3f DIM[RYIfE LOCATED 0R TWIS DESIGN. POSITION CONNECTORS PER BRAVING, 760 A•E. THE SUI Do THIS DRAWING JIDICATES ACCEPTANCE 01 /lOFlSSINAL [IIGINEERIIL Y, �c RESPONSIBILITY fOIEIT FOR TWE THUS CONf01ENT DESIGN SHOWN. TOE SOITM1LITV MF IBIS D DSE O ♦I.,� �I'fQ�O�CEB. 100. ACONTNSI0"NTi ORfANYEPMQIC= M BUILDING IS THE RESPONSIBILITY Of THE BUILD IN6 DESIGNER. PER (� I 4-4-7 CA - 1 - - R - `Scab" -.375" Ft. TC LL 16.0 P5F REF R427--34889 TC DL 10.0 PSF DATE 06/20/00 BC DL 7.0 PSF DRW CAUSR427 00172043 BC LL 0.0 PSF CA -ENG RWL/GWH * TOT.LD. 33.0 PSF SEQN - 18280 DUR.FAC. 1.25 FROM KD SPACING 24.0" (IIILL0610-WILLIAMS - H1 HIP HA c.,IP CHORD 20 DF -L #1 "-lT CHORD 2x4 OF -L $1 N WEBS 20 OF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. $1 HIP SUPPORTS 1- 9- 3 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. iYLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. CA - TC LL 16.0 PSF � UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. C=� OR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. O�O� `C 0 z ►[1/[NITS fT1UCTBIAL PANELS. BOTTOR CIOND SMALL MAIC A PROPERTY ATTACYED RIGID CEILING . tBANY THE 6 B C D H BC LL 0.0 PSF YITNAAPPIICABLE P0.0r1 IIONS1. BUILD TAX TRUSSES(NATIONAL 14 COTNrommef IS DEfIG1C0 ASD TPI. ALPINE TOUST AN PAPER ASS v A W2.5X4 0 SPECIFICATION PUBLISHED BY TNI AMERICAN CollECT093 ARE NAD[ OF LOGA ASIM A863 6140 GALT. STEEL. EXCEPT AS NOTED. APPLY CONN[CTORS 10 OTIIRYISt LOCATED ON tHIS DESIGN. POSITION CONNECTORS PER W2.5X4 a o EACH FACE OP TNNSS. AND UNLESS CATES DRAPING TRUSSEAL 01 ICOMPONENT DS DRAWING ESIGN SHOW ACCEPTANCE Si1TABILITY AND USE PROFESSIONAL IOFtTN(S PER W3X8 w e Sm.. ANSITTtyPI IBNSNYEC"DI`4LAl A 4W3X4wX W1. 5X4 0 W3X4 W2X4(Al) MGM w W2X4(Al) C=3 TRUSS BELLOW 0-2-13 w 0-2--13 Q 1-9-3 1 6-9-0 10-3-6 Over 2 Supports R-359 W-3.5' R-359 W-3.5" T TYP. Wave TPI - ALPINE A}v �'edCA 938n inD USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.37 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR OWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 4- 9- 4 OC. +B-0-0 1+I T 1-6-9 I /��` ` I� wd "couN r p p 1 _ _ ID _ Se�1 a —.37 Desi 113n Criteria: TPI To i R AID CA - TC LL 16.0 PSF •MARRING" TRUSSES 1lOU1RE EXTIRNE CARE IR FABRICATION. HUDLIN6. SHIPPING. ]'STALLING MID-9INSTALLING ABU By Yn ES PRIOR TO W,h� �Q TC DL 10.0 PSF SB1Tl too, MMMIADISON. mlR�S371o).PU/ R SAFETY PRACTICBLISHED 11 AGING. st6B1 DO ORM�CLIMB ]MESE FONCTIORS. UNLESS OTNERYISE INDICATED, TOP C10R0 SHALL RATE PROPERLY ATTACHED O�O� `C 7.0 PSF ►[1/[NITS fT1UCTBIAL PANELS. BOTTOR CIOND SMALL MAIC A PROPERTY ATTACYED RIGID CEILING . tBANY THE 6 B C D DEVIATIONL FROMNTNR DESIGN: ANTYt► FAILURE OD PROD CTS.] C. SHALLINOTABE�RLSS/DAf1BLt FORP THIS INSSofP10Stt0LSIG im OR►O1Hf BC LL 0.0 PSF YITNAAPPIICABLE P0.0r1 IIONS1. BUILD TAX TRUSSES(NATIONAL 14 COTNrommef IS DEfIG1C0 ASD TPI. ALPINE TOUST AN PAPER ASS Un 20 2000 * TOT.LD • 33.0 PSF SPECIFICATION PUBLISHED BY TNI AMERICAN CollECT093 ARE NAD[ OF LOGA ASIM A863 6140 GALT. STEEL. EXCEPT AS NOTED. APPLY CONN[CTORS 10 OTIIRYISt LOCATED ON tHIS DESIGN. POSITION CONNECTORS PER . EACH FACE OP TNNSS. AND UNLESS CATES DRAPING TRUSSEAL 01 ICOMPONENT DS DRAWING ESIGN SHOW ACCEPTANCE Si1TABILITY AND USE PROFESSIONAL IOFtTN(S PER �� ( SPACING 24? 0 ' 111ESTT.fOIlIYtFORSTHE Too 601/0116 IS THE RESPONSIBILITY OT THE BUILDING DESIGNER. ANSITTtyPI IBNSNYEC"DI`4LAl REF R427--34912 DATE 06/20/00 DRW CAOSR427 00172080 CA -ENG RWL/GWH SEON - 38218 FROM KD I'll LLUDLU....... � rte-, )P CHORD 2x4 OF -L i1 �)T CHORD 20 DF -L $1 CLD WEBS 20 OF -L Standard RLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IrOR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. o o z W4X4 rn H V 0 A4 ' Q+ W ' W x t" w W2X4 (Al) w TRUSS BELLOW THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING UbL rLIMLIM4: TO BRACE TC ® 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. NCA4kA1J -r z :r 0-2-13 a i 0-2-13 5 -1-11 1 5-1-11 — ,l 10-3-6 Over 2 Supports R-351 W-3.57 a R-351 W-3.5' PLT THP. Wave TPI -95 R Desi n Criteria: TPI S' "MARMIN6'• ISO SES 1E001Rf EXTREME CARE ID IA881GTION, NANDl IM6. SMIPPIN6. 1lfTAllllO AND II RACING. REFER TO 010.91 (DANDLING INSTALLING AND GRACING). PUBLISHED BY TP1 (TRUSS PLATE INSTITYTE, FIR D'Or0i110 SP1.. SUITE 200. NAOISOD. YI S7T19). FOR SA/!ri IIICTICES PRIOR TO PLIFORM/N0 IN FUIGT10lf. NNIESS OTIIERNIS! INDICATEO. TOP CHORD SHALL NAI! PROPERLY ATTACHED _ y STROCTVA PANELS, SUTTON CHORD SHALL HAYS A PAOf[RLY ATTACHED RIGID TRACING. -IMPORTANT" IDINISN A COPY OF THIS 095161 TO YNE 1NSTALLAT1Or CONTRACTOR. ALPINE AILCIELREI ►Rt1011C'FS. INC. E1All NOT 1E HIS"" FOR ANY OEYIATION FROM THIS DESIGN; ANY IA1101E TO BUAlO THE TRUSSES ID TOIIDUTANCE YITM Tt; of FABRICATING. HANDLIAG, SHIPPING, IISTALLIRG AN ALPINE (RACING OF Tl1S5ES. THIS OES1611 CODFOUK rITN APPLICABLE PROVTSOCIATI1N1s OF Nos ( ALPINE D[SIG SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATIOq AND ill. Al►11E CONNECTORS Alf WADE OF SODA ASTM ASS! GR40 CALM. STEEL. LfCEP7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AID UNLESS OTflERNISE LOCATED 01 TRIS VISION. POSITION CONNECTORS PER CRANING% 160 A•[. IN SEAL ON THIS ORAVISG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •"1""� COMPONENT SOLELY 10l ri[ TRDSS COMPONENT DESIGN 1"011. THE SUITABILITY AND USE OF THIS $DO�I�q c Inc. COMPONENTAISIJTPI ) FOR ANYECTt01 t AX 911LOING IS THE RESPONSIBILITY OF THE 801LOING DESIGNER. ►ES � f CA/-/11-1-/K/- W. A - 1 - - K - 3W. `- TC LL 16.0 PSF "'�rC TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF 20 2000 * TOT.LD. 33.0 PSF YVi�. OUR. FAC. 1.25 SPACING 24.0 - 3-9-9 Scale —.375' Ft. REF R421--34911 DATE 06/20/00 DRW CAOSR427 00172079 CA -ENG RWL/GWH SEON - 38220 FROM KD (IIILL0610-M1LL1AM� - no n 1 ,-°r)P CHORD 20 DF -L f1 '-.)T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard irLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. o OR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. w r 0 0 z H v A' 0 as w W4X4 a A W - FN w, w - �WI.514 M w 11 W2X4(Al) w TRUSS BELLOW z 0-2-13 0.2-13 +^• ca.. La 3-5-3 3-5-3 NLA4IA.L) IIS +8-0-0 THIS DWG PREPARED-FROH COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGIU GtiLInU u3r r�n�. .+• TO BRACE TC ® 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �e----6-10-6 Over 2 Supports--� R-239 W-3.5' R-239 W-3.5' Desi n Criteria: TPI S� o 701LAWINGS TPI-9151111R oARNING• TIUSSlS R[DN1N[ EITREMICMI IN /ABIIICATION. RANpIINO. SNIPPING. 1NS ALL PIAT!oACHK. REFER TO NIS•91 (HANDL IMO I1fTAtlING AND IRAG53719 PUFOR SAD SY TPI RCVSTIME. S00 D'D10IIID DR.. Solt'too'MADISON,YI SS719). IOII !Ai[TT ►RACTICES PNIGR TO RFOR)i IN[%[ FUNCTIONS. UNLESS OTIERYISE INDICATED. TOP CHORD SOALL NAVE PROPERLY ATTACHEDpRDCTUNAL IAN[lf.BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RI410 CEILING. CVMPORTANT•• FOM1IfH A COPY 0/ TN If OESIH TO THE INSTALlATI01 CONTMACTDR. ALPINE tlGlNt[REOPORTADUCTS. T—lottMALI 10i B[ NEfOf THISE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURETILD TIE TRUSSES a CDMroRNANCE Im Ift7 oR rABRtunlc, HANOIING. S11P►IMG, ATIOINSTNAL OI Eu1FICTIONUIUBLISIIEO BYST11[fIB, CONFORM$ WITH APPLICABLE PROVISIONS OF AM[IICAN i0AE3T AND PAPER ASSOCIATION) ASD ITro►f1.(NALPIREIDISI IM[CTOMS ME MADt OF TOG ASTM A6SS 6140 SALV• STEEL, EICIPT Af NOTED. A►PLV CONNECTORS t0 ACH FACE 0►TRUSS. AND Y1L[Sf OT6ERNISE LOCATED ON TRIS DISI H, POSIi[ON CONIECTON3 PEM RESPONSIB160ALITY SOl[LYTFO1fT1E TR9SStAL ON ICOI110lE�T D[fINITES Stl0Y10EPTATHE NHTABILITY AID USEC9 Or PtOff SIGNAL IOFEIN S CO PORINTAFORSANY PARTULAR 3210110 15 THE RESPONSIBILITY OF TOE VOTLDINR DESIGNER. PER ♦A.{...�IJ10� f/5 T 2-7-15 1 ,qd Nd C A,Std -.375" � - 1 R- � Ft.. �yy TC LL 16.0 PSF R 47--34913 TC DL 10.0 PSF A E 06/20/00 s8 05 BC DL 7.0 PSF DRW CAOSR427 00172081 BC LL 0.0 PSF CA -ENG RWL/GWH Lin 20 200 * TOT.LD. 33.0 PSF SEAN - 38222 IV cr rUR CING 24?ON FROM KD IRILLVD1v-eil.ann.a ..� .••• ....., C)P CHORD 2x4 DF -L #1 --,)T CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. Co o OR.PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. 0 z H v o W2.5X4 A W6X40 Br _ A a� W • z W3X4 - W1.5X4 N w W2X4(Al) SIR W2X4(A1) x o-2 13 TRUSS BELLOW 0-2-13 w 2- Q 1 1-9-3 I 3-4-0 I_1 -9-3J --6-10-6 Over 2 Supports---� . R-220 W-3.5' R-220 W-3.5" +-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 IUTAL LUAv. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.67 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC m 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699- SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 4- 5 OC. PLT TYP. Wave TPI -95 R Desi n Criteria: TP1 B ••MANNING" TtUSfC] AEO1IRE tITAENE CAFE 11 FABRICATION. HANDLING, SNIPPING. INSt►Ll1NG ARO BRAC IRO. ART, TO tIN•91 (NAXKINB INSTALLING AID BRACING). PUBLISHED By TPI (TRUSS PLAT[ IIfTIIUTE, SB] D'ONOfRI0 DR.. SUITE 100, MADISON. NI 53710). FOS SAFETY PRACTICES PAIOR 10 PERFONN1A0 THESE FUNCTIONS. UNLESS OTHERWISE MADISON. Top CHORD SNAIL NATE PAO►lRIV ATTACNID STRUCTUML rAIELS. BOTTOM CKDRD SHALL NAVE A PROPERLY ATTACHED RIGID CEILIRG. IMPORTANT' FNRNtfB A COPY OF THIS DESIGN TO THE IMSfALLATION HIS DESIGN; ALPINE AILUREZD PRODUCTS. INC. $BALI N0T BE RESPONSIII[ FOR ANY pEYIATION FtOM ri[S DESIH: ANY FAILURE •• BUILD THE TINSSES IR CONFORMANCE VITT TPI: OR FABRICATING, HANDLING. SHE PINe. IRSYAIIUiALPINE 9[CIFICATIOON PUBLISHED BYY INS AMtIOCANOFOREST AID PAPER ASSOCIATION)MS VITR APPLICABLE SOf 03 AND TPI.(NALPINELDEt [ACBEFACESOfRE MADE Of ROCA ASIR A633 TRUSS, AND OALESS OTHERVI31 LOCATED 01 THIS SALT- STEEL. EDESIGICEPYN- POSITION CORNECTONS AS NOTED APPLY PER TO DIANIB05 LBO A•1. ri! f[AL ON THIS DNANING INOICATES ACCEPTANCE OF P00FESSIONAI ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1113101 SHOWI. TRE SUITABILITY ANO 031 0► THIS •bimmlB.�.�,f CON►OFENT fOR MT PART ICYIAN BOILIBC If TRE Nt SPOSSISILITY OF THE 6UILDIIG OISIHEA. PER ry$Ogq G ASSL/TPI 1.1003 SECTION I- d ct CA - R � y� TC LL 1'6.0 PSf� 3 W TC OL 10.0SF BC DL 7.0 PSF BC LL 0.0 PSF 20 20001*)lTOT.LD. 33.0 PSF AoeDUR.FAC. 1.25 SPACING 24.00 Sca11e ' .375' Ft. ft", 1'd• Q E �6P6 20/00 bRW Ausaa27 00172082 CA -ENG RWL/GWH SEON - 38224 FROM KD IER NATI c OP CHORD 2x4 DF -L #1 \ OT CHORD 2x4 OF -L #1 cNs WEBS 2x4 DF -L Standard p`YLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I'OR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. m r 0 0 V A W4X4 n 0 0 w Ina �.8-0-0 C=3 mW1.5X4 0 x W2X4(A1) o WZX4(A1) e w w TRUSS BELLOW z D -z-13 ca. Q I 1-5-15,1-5-15 J 2.11-14 Over 2 Su orfs a R-111 W-3.5' co R-111 W-3.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.00" OC - DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLT THP. Neve TPI-9IASSI FANDesi n criteria: TPI STD S 8•t[fE AT91p.91 UI i filling it inINA INSTALL i AND DEALING) j. u PDELIffED fY TN►01� 1 (TRUSS PLAT[ 11TE, !0f D'GNOft10 DR.. SUIT[ zoo. NAOISON. Y1 $3119). /DRSA[ETT PRACTICESPRIONToNI,12 1![211 FSNCT[ONS. UNLESS oT,1[RY ISE INDICATED. TOP CHORD SPALL NAVE ►10►[RLY A7TAC,1ED , URAL PANELS. BOTTOM CHORD SNAIL NAVE A PROPERLY ATTACHID AIS10 C[ILING. RTAAT't FURAISN A COPY OP THIS DESIGN To THE iNSTAlLAl10N COATNACiOR. K1INE11,121,111[![ Tt[ TIg,ROSSIS iN CONi01lN MC[L CUT gg oY1TNLTPI:Olt ASRICATIRG. NAIDLISg SHIPPING DESIGNI �t,1STAtt"St TH APPLICABLE PROVI ALPINE ICAA`TION P:siSHco_DYSTN[fAYEAIIGN OCAN FORESTgrolfig TAND PAP(N ASSOCIATION)ISIomSANo.D 7PI.of 103 �ALPIAILO[fACEfOF TROK O40 Y[LESS OTERYISEALOCATED O•0 GALV- [THIS DESIGN'POSEL. EICEPT AS ITION COEICTORSAPPLY E#ERON OAf TO OAAVIIGS SIDINAL EIGIOEIRINS SO A SOLEl1THE STA[ iAOSfEXI,ICOMPONEfl DtS[GNS DRAWING TfNOYES a[PTITHEE SUITTAABILITYOAND USE Of 7119 Esti OR ANYEPPAAAION iLu NYILOING 13 THE RtSPONS101"lY OF THE BUILDING DESIGNER. PER Jun 20 2000 1+5"' 1 E. L W'*d • ""e: 2 TC DL •OY BC DL 7.04 BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° T 1-4-7 J_ c 1e -.3758/Ft. 427--34915 DA}T 06/20/00 SRW ex tO172083 - CAs RWL/GWH SEON - 38226 FROM KO (W.LLLUDIU-tI1LL1n•'1.. - ,,,)P CHORD 20 DF -L #1 "-)T CHORD 2x8 DF -L SS ^' WEBS 20 DF -L Standard IMATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ECOMMENDED CONNECTION -FOR -TRUSSES 0_24' O.C. z TO BOTTOM CHORD:\ S.IP_SON�LUS28..� SEE CATALOG C-2000 FOR 2 MNAICI'NG"SPECIFICATIONS. W1.5X4 In C B� A 0 cc w ca C=3 oc w w z � W2.5X4 n CE W4X4(A1) a w I x w IQ 0 co O O O N O N ti 0_=0_Ov.er_ 2_SuppOrtS73 R-1351 W-3.5' R-1219 A Abiw&g.he&ia0. 4-4-7 -0-0 THIS On PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID FtlLlnu u-Nc run�an +. TO BRACE TC 0 24.00" OC, BC 0 72.00' OC. GIRDER SUPPORTS: 24- 3- 0 SPAN TO BC ONE FACE, AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. I 4-4-7 ' R Desi n Criteria: IMI aIu '" - TC LL 26.0 QS 6F 7 •YARNIN6•• TRUSSlS R[OR[R[ EXTREME, CAN I FASTICATICK HANDlIY6. "I►FIRO. IYSTALl1N0 Apo ss PLAT[ BRACIR/. REFER 10 RIB -91 (NANOIIRB IMSTAIIINS AMD SNACIN6). POLI! By TPI (TIOPik I TO MADISON• YI SSIIfI, /OR SAFETY PRACTICE, J) W. TC OL 10.0 PSF TE 0=0/00 IB,TITBTl, 693 D'ONOFRIO DR.. SUITE 200. ATTACHED ►ElfplNlT6 THESE NNCT10Nf. UNLESS OTHEAWISE INDICAi[D, TOP CNDNO StlAll HAVE MO►[RLI ATT►CNED SMALL HAVE A PROPERLY ATTACHED 81610 CEILING. BC DL 7.0 PSF DRW causa4z 00172.058 STIOC10lAL OMEIf, BOTTCII CtlORO CUFT FOR TD[TIATIOMLPRCMNTcojTNNACHIS IOR. ALPINEFAILURE EREO •PI 6 8C LL 0.0 PSF CA -ENG RWL/6WH PRODUCTS, toe. BUILD TME TRUSSES IN CO,FORKANCE WITH TPI: ON FABRICATING, HANDLING. SNIPPING. INSTALLING A DESIO CONFORM, WITN INR3 OF NDS (NATIONAL DESI PAPER 33.0 PSF SEON - 18346 "ACT" OF TRUSSES. Tllf l AS OCTA SPECIFICATION ►UBl1S1I0 0T THE MERICAN FOt[fT ND PAPER ASSOCIATION) AND TPI. Al►IN[ EICEPT AS NOTED. APPLY Cp9tlECTORS 10 i Jun 20 20 D IN TOT. LO. CONNECTORS ANE MAO! OF EOG& ASTM A663 GRAD SALE. STEEL. EACH FACE or moss. AND UNLESS OTNERNISE LOCATED DN THIS DESIGN, POSITION CONNECTDpi PER SEAL ON THIS DMANING INDICATES ACCEPTANCE OF PROFESSIONAL ENOINEERIMU�C DUR .FAC . 1.25 FROM K OUWINGS LOO A•1. THE RESPONSIBILITY SOLELY FOR THE TRUSS CONPORENT DESIGN SHOWN. THE f:ITABIL ITT AND USE OF THIS IS THE RET►ONSYBILITT OI TRE SNILDIRG DESIGN[11. ►[A SPAC 1 N G 24.0 ' AllBUILDING SECTION 2. ne,n_Ln1I TAALc . NI MONO GIR � )P CHORD 2x4 DF -L #1 3T CHORD 2x6 DF -L SS cMn WEBS 2)(4 DF -L Standard ILATES DESIGNED FOR GREEN LUMBiR PER NDS -97 TABLE 7.3.3. o N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Co. 0 BRACE TC 0 24.00' OC. BC 0 72.00' OC. c=�I)EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES @ 24'.0-C. TO BOTTOM CHORD: SIMPSON HUS26. .SEE CATALOG C-2000 FOR NAILING SPECIFICATIONS. E-• v A O a A W f�G W W x C W4X4 w WZX4 W w TRUSS BELLOW a THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. om ete T NAILING SCHEDULE: (0.1310.0_9_na11s) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS: 31- 5- 8 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. �I 9-0-13 -0-0 1------13-0-8 Overt-Supports----� RR -36' 50 W-3.5' �R-3487 W-3.5' TPI -95\R Desigin Criteria: TP ex nsua_ IKSTALLI ••YARNING•• TRUSSES REOYIRE LAMM ""- - - TRUSS PLATE BRACING. REFER TO NIB -91 (NANDUNG INSTALL I NO AND BIACIN6). ►VBLISNEO BY TPI INSTITUTE. SBS D-ONOiRTO OR.. SUITE 200. MADISON. YS &1119). OR SAFETY PRACTICES PNEOR TO FERFORMING THESE FUNCTIONS. UNLESS 0Ttl[RYIiE lIDEGTED. TOP CHORD SMALL HAVE PIDPERLY ATTACKED SYROCYVRAL PANELS. SUTTON CACAO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••INpORTANT'• FURNISH A COPY Or THIS DESIGN TO TV[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IRC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGA: ANY FAILURE TO SOLID THE TRUSSES IN CONFORRANC[ KIT" TTL' OR FABRICATING. BAAOI[N6. Stl1PlING. INSTALLING A ALPINE BRACI{{ OF TRUSSES. THIS DESIGN COIF VITN APPLICABLE PROVISIONS OF YDS (NATIONAL 0ES1G SPECIFICATIOR PUBLISIEO_IV THL AMERICAN FOREST ARO PAPER ASSOCIATION) AND TTI. ALPINE CONNECTORSACH FACE Of TSOSS[ AND UNLESOGA S OINERYl3tA►OCATEO ON0 GALV- E THIS EOEf16N POSITION CONNLCTORSXCEPT AS NOTED- APPLY NPE ORS TO CRAVINGS 160 A•1. THE SEAL ON THIS CRANING 1,"ICATtS ACCEPTANCE OF PROFESSIONAL ENGINEERING w1,,i.,.���,�,5 RESPONSIBILITY SOLELY FOR THE TRNSS CONFOREIT DESIGN SHOWN. TKE SUITABILITY AND USE OF THIS ry�BB - E:A COMPONENT TAnsirrrl IFOR ANY CT10K 2LAA BUILDING 19 THE RESPONSIBILITY OF TIE BUILDING DESIGNER. PER 4 IV H. Fj202000 A TC LL 115.01P�F TC DL 10.0(P -SF BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF �P DUR.FAC. 1.25 SPACING 24.0° ,<SCfaig'-.25'/Ft. REf 0 -k?:. -34916 DATE `'""a•%20/00 DRN ca0SR427 00172084 CA -ENG RWL/GWH SEQN - 38231 FROM KO This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. H113-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor. licensed contractor erector or erection contractor) toproperty receive. unload, store, handle, install anc brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structura material. TPI does not intend these recommendations to be interpreted as superiors to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition where failure to follow instructions or heed wan- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guideforthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility fordamages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood) publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ''TRUSSSTORAGE• '. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to tie truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. Fra me DANGER: Walking on trusses which are lying i6k A is extremely dangerous and should be strictly 1prohibited. Up to 24' 1 3/12 8' 17 12 1/4" Over 24'-42' 3/12 7' 1 10 6 36" Over 42' - 54' 1 3/12 1 6' 1 6 4 4' Over 54' See a registered professional engineer 5' DF - Douglas Fir -Larch SP - Southern Pine 6' HF - Hem -Fir 1-3/4" SPF - Spruce -Pine -Fir og 0 ry 2" 8' 108" 2" 9' tial ey�� 5Q�\ C�Jc, Diagonal brace also required on end verticals. Top chords that are laterally braced ran 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 24' are attached to the topside of the top chord. �QSg PLUMB I I I Truss Depth D(in) 12 —�3or e greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater X4e Attachment Required WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. I Lesser of D/50 or 2" Maximum Plumb Mispladefnent Line I T ±y; i T ±'/4" L(in) L(I. U20. L(ft) 50" 1/4" 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 11" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' I T ±y; i T ±'/4" L(in) L(I. U20. L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of U200 or 2" L(In) L/200 L(ft) 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2'T25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AT r WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. • Frame 6 lAWARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line so° • so° or less or less Approximately ApproximatelyTag '/Y truss length '/2 truss length Line Truss spans less than 30'. Liftil Spreader Bar Toe In Toe In Approximately 1/2 to iii truss len th Less than or equal to 60' Tag Line Spreader Bar Toe In Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. 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. Less than or equal to till' Tag Line Strongback/ At or above mid -height Tag Tag Line Line f' 0 t Approximately I '/i to 3/1 truss length ' Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1�10 i L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS TOP CHORD' Lateral Braa TOP CHORD; ,,., DIAGONAL BRACE MINIMUM LATERAL BRACE .SPACING: (DBS SPAN. DEPTH SPACING(kBs) #trusses nal bracing. Diagonal bracing should be nailed SP/DF SPF/HF Up to 32' 30" 8' 16 110 Over 32'- 48' 42 6' 6 1 4 Over 48'- 60' 48" 1 5' 41 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1�10 i L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS Top Chord Lateral Braa Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped / at least two trusses. End End diagonals are essential for stability and must be duplicated_on both ends of the truss system. =45° Attachmer Required 2p1(D@s) 10),r }9� SPWfF 2�P.C. `e99 g2 ot. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1j All lateral braces lapped at least two End diagonals are essential for stability and must be duplicated on both ends of the truss system. 30, �OBs) lg Trusses g 2, D.C. X450 Frame 5 30° or greater Continuous Top Chord Lateral Brace RequiredI 10° or Greater Attachment Required - 3%' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 --1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir — All lateral braces lapped at least 2 trusses. 6 Bottom chord diagonal bracing repeated at each end of the building and at same a spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. WEB MEMBER PLANE BOTTOM CHORD ;: Mil CHORD DIAGONAL BRACE', Mill i i! 1 MINIMUM' ; LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB [# trusses] Up to 32' 4/12 15 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir — All lateral braces lapped at least 2 trusses. 6 Bottom chord diagonal bracing repeated at each end of the building and at same a spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. WEB MEMBER PLANE 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 topaide of the top chord. Over 32'-48' 1 4/12 1 6' 10 1 7 Over 48'-60' 1 4/12 1 5' 6 1 4 Over 60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required o<�ess 32 / �yY WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous T^^ ^�^•' Lateral Brac Required 10' or Gr Attachment Required - All lateral braces lapped at least 2 trusses. L POO@ryo. ee ZQ Top chorda that are laterally braced can buckle yh togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should h: nailed to the underside of the top chord whey, purlins are attached to the topside of the top choid. SCISSORS TRUSS Frame 3 4. •_moi '. F.A.U. '*�-1 1/8" x 1 1/8" ANGLE W/(2)1/4" X 2" THREAD LONG LAG BOLTS INTO ROD TOP CHORD OF TRUSS TYP. TYP. 45°— 0' SEISMIC RESTRAINTS (4)DIRECTIONS ,% --1 1/8" x 1 1/8" ANGLE W/NUTS do WASHER TYP. &1cai iocnho"l Enon.ing ech August 4, 2000 Philo Hunt 7 County Center Drive Orovllle, CA 95985 Re: Response to plan check, APA! 046-291-008, Dear Mr. Hunt, Following is a list of responses for your review: , Item 1. See attached details as provided in revlsed drawings. Item 2. Note 3 on Sheet 12 is in regard to.a vertical reinforcing bar in the foundation lvo TL5 PO'ES that is to be lapped with the 'hold down anchor, bolt as a measure of good' N07-1VfWxE construction practice. Item 3. See attached calculation for revised garage header size. Garage header shall be 3.11W X 15°.24F -V4 Glue -Lam Beam. Item 4. Note on sheet 5 regarding header sizes: is labeled "unless noted otherwise' which is aver -ridden by the specific calculations applied to the specific conditions listed on page 9 of the caiculadons. See revised plans For header sizes. Item 5. By others. Item 6. Some footing designs provided in calculations are'not applied to plan as they were not required. The designs are therefore un -necessarily provided and should be Ignored. Sincerely, We Hubiey P.E. - A E•d 0880-668(OES) ,.rawoW 20-1 WJJeTS F dTi:bo 00 to gnu 13 August 4, 2000 Steve Sicke 31 Gardenia Lane Chico, CA 95928 Department -of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-0526 Assessor's Parcel Number: 045-291-006 Dear Mr. Sicke: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: A- rovide shear transfer details of typical eave and gable end connections. Please clarify note 3 on sheet 12 of the plans regarding holdowns. The garage door header appears to be undersized. The calculations indicate that a tributary area width of 6 feet was used. The tributary area width should be 21 feet for truss C1 and 15 feet for trusses C2 and C3. Note header sizes on the plans. The header sizes specified on sheet 9 of the structural calculations contradict sheet 5 which requires all openings larger than 4 feet to have 6 x 10 DF#1 headers. r/bb 5O. Provide confirmation from the truss manufacturer that all trusses supporting drag S ��' loads have been designed accordingly. X.Provide all footings on the plans as specified in the structural calculations. �I r✓ 519 � ►N� i ' g�Zl/ o0 Plan check will continue upon receipt of the above items. Additional items may be required when- plan check is resumed. If. you wish to discuss any requirements,. you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Hubley, P.E. RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCFLLAAEOUS ONLY Owner: /�����,G/y�/� Building Permit Number: Plans Examiner�d-- ��-zR A P. Number: GE RAL: mng requirements – (number of permitted living units). ilding permit valuation. Pl signed by the designer. per description of work. on the application. 4.sting violations on the property. Recorded notice of violation. f PLAN: mplete parcel size and dimensions. backs, side yard, easements, etc. er buildings or structures. ading, fills and/or drainage. od hazard ecial conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage s)•...U & FAS road setback. ilding or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code" section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment"(Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood store location- Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 `— 1 STRUCTURAL DETAILS: —4- Conventional construction – Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building: Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. lace construction details and calculations if necessary. Garage door header size(s). orch header size(s). Stud heights. Expansive soil - special foundation design required. twining walls requiring design. pecial Inspection requirements. Bader sizes. _ Gypsum wallboard nailing inspection required. CELLANEOUS 1TEMS: Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): f Guardrails (Uniform Building Code section 509). ._ . Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.– weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). :.., :-- Roof covering type - (fire hazard). Foam insulation - protection. 36!' halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three –story dwellings (Uniform Building Code section 1004.2.3.2). .: Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Atticaccess and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances = LPG requirements. . ound requirements. Energy design compliance and supporting documentation. Hashing at all exterior openings. CDF responsible area requirements. 17 Building Permit requirements: 17.1. SRA. 17.2. Hood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. - Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 If er l A AAA ech Verticaffechnology Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Project: Crete Design Williams Residence Location: Lot 50 Pheasant Landing Subdivision, Chico, CA BUTTE COUN R &VILDING- DEPARTMP-W N� ��oFqAoO� U 4DDQPVFD 4-9�-,��� Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest.qualiity and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. r 4 / / VerTech Engineering Project: ky 5 Page: Engineer: ��4, H Date: esign of :. General Notes 1. General a) All work shall conform to the 1997 UBC and all applicable local codes. b) The Engineer (VerTech Engineering) is responsible for the structural items in the plans only. Should any changes be made from the design as specified in these calculations without the written approval from the Engineer, then the Engineer will assume no responsibility for any. element or system of the structure. c) The drawings and calculations represent the finished structure, and, unless specifically noted otherwise, do not show the method of construction. The contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc... d) If a particular feature of construction is not fully shown on the drawings or in the calculations, then it shall be constructed in the same character as similar conditions that are shown on the design documents. ' e) Any conditions noted as existing must be field verified by the contractor, and any discrepancies must be brought to the attention of the engineer without proceeding with construction prior to the review of the Engineer. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. 2. Site Work a) Assumed maximum soil bearing = 1000 psf per requirements of 1997 UBC. b) Building site is assumed to be drained and free of clay or expansive soil. Any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level'or stepped footings. Any other conditions should be brought to the attention of the Engineer prior to the construction of the foundations. J) All footings including retaining wall footings, spread footings, wall footings, and grade beams shall bear on undisturbed soil with a footing depth below frostline. (18" to 24" as per local requirements) e) All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet horizontal. 0 This engineer has not made a geotechnical review of the building site and is not responsible for general site stability or soil suitability. Fill and Backfill Fill material shall be free from debris, vegetation, and other foreign substances. Backfill at foundation walls shall be compacted to 90% relative density u.n.o. Use 4" diameter perforated pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight. 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45% by weight. c) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter. 19. d) Concrete shall be air entrained a minimum of 5% and a maximum of 7%. e) Slabs on grade shall be 4" thick and placed over. 4" minimum of free draining aggregate base compacted to a minimum of 95% relative compaction. 4" slabs on grade shall be reinforced with 6X6X10WW mesh per ASTM A185. f) Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. g) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 1/2" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4" h) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. i) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. VerTech Engineering 2 Project: Y`�/ ►+ S Page. Engineer: —moi Date: Design of: General Notes ii. Masonry i) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open snd bond beam units. �) fm min shall be 1,500 psi. ;) Each cell shall be completely filled with grout conforming to ASTM C279 Type S with a minimum strength of ?,000 psi. J) Lap reinforcing the greater of 60 bar diameters or 2'4". :) Locate anchor bolts within 2" of the center of a cell. D All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or S. Framing/Lumber a) Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. b) Floor sheathing shall be T&G APA rated sheathing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they are structurally equivalent. d) Unless specifically noted on plans or in calculations, headers shall be the typical header specified on plans. Where opening is greater than 5'-0", (2) trimmers shall be used. e) Floor joists shall be manufactured "I" joists (such as Truss Joists), installed per the manufactures recommendations using a deflection limit of U480. Use a manufactured rim board (such as timber strand) with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). f) Sill plates shall be pressure treated Douglas Fir or Hem Fir. g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact. h) All framing lumber shall.be Douglas Fir Larch, u.n.o. I) Glue -lams shall be 24F -V4 u.n.o. with Fb = 2400 psi and Fv = 165 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. j) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min. k) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) 1) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor level continuous down to the foundation. m) Where posts with column caps or bearing plates are specified, the load is to be transferred to the foundation by vertical grain only, u.n.o. n) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 6" o.c. u.n.o. o) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. p) All framing members specified in these calculations are minimums, larger members may be substituted at contractors option. q) When using "green" lumber, care shall be taken to allow for effects of shrinkage. S. Hardware I Structural Steel a) All hardware called shall be Simpson Strong Tie Co., installed as per manufacturer's recommendations. b) Structural steel shall conform to ASTM A36. Pipe members shall conform to ASTM A501. c) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. d) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi e) Bolts shall be ASTM A307 u.n.o. f) Provide 2X2X3/16" plate washers on all foundation anchor bolts. 0 S VerTech Engineering -7Project: (/'(/ � Page. 60 Engineer: Date: V U PROJECT L��%� Michael Hubley ENGINEER CIVIL ENGINEER DESIGN OF Gt�EL- / psc koic �s-� iC y Lj /. y cj1 f�0 G( 'ice �- Ge s �✓ fir►. p Q tie 13o i�lp� 9' 4,C-- -iTz 112,ZS `'",-::I iInasK0ss'��- Lj /. y cj1 f�0 G( 'ice �- Ge s �✓ fir►. p Q tie 13o i�lp� 9' 4,C-- -iTz 112,ZS `'",-::I iInasK0ss'��- VerTech Engineering S" Project: /l^4 Page:� Engineer: Date: �l v asign of: Roof Framing Roof Loads DL= 17 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 10 psf B.C. Dead Load = 7 psf Total Load = 37 psf ` Headers (uno) S Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". n� M ' x ZOO �M c— Zl- Ono Q 4 �9 � � '� 'r� L•#� d `S y a u-00 s Beam Sizer Design Program R VerTech Engineering Project: Williams Residence Date: 6/10/00 Location: Rear Girder (Example) Slope of roof 6 :12 Select Beam Width 5.125 in Dead Load 17 psf . ❑Round Member Live Load 20 psf Glue Lam 24F -V4 Q Horiz. Member Deflection Criteria 240 (V) Fb' 2980 psi P 3000 Width tributary to beam: ft Fv' 206 psi #1 -z 37.5o Length of Beam 15 ft Unbraced Length 2 ft Height Required 11.9 in CD 1.25 CF 1.00 A Req'd 47. in^2 CM 1.00 CV 0.99 S Req'd 97 in^3 Ct 1.00 Cfu 1.00 1 Req'd 724 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 35127 le= 4.1 RB= 4.7 Fb"= 3000 Total Uniform Load 858 plf Vmax 6436 Ib Mmax 24135 ft -Ib - a EI Req'd 1303 "10^6 #-in^2 PROJECT Wlh S C Mi haeI Huble ENGINEER ��j_ CIVIL ENGINEER FENre+NZFR DESIGN OF V GNB 4t / 12rA- ,2. c , /zj) 4��-/3,� G�` S� c Ito, Ile el v1i /911 '1 OR- `6/t Or Ik2 eyt Z. f ofvr C 12, ✓c PROJECT `S / ` Michael Hubley 1 Pei ENGINEER CIVIL ENGINEER DESIGN OF 66(An..5 �rr i �C.vo o 1 00 Z- L -f 41�- G PROJECT ups Michael Hubley ENGINEER !V, i' CIVIL ENGINEER DESIGN OF PA6JEAT E A QAWrEfR W -8-A 1 --r- f Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KcE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 5 0.83 829 10156 15960 21763 27567 6 0.73 733 8975 14104 19232 24361 7 0.63 625 7656 12031 16406 20781 8 0.52 523 6409 10072 13734 17396 9 0.44 436 5347 8402 11458 14513 10 0.37 366 4484 7047 9609 12171 11 0.31 310 3794 5961 8129 10297 12 0.26 265 3241 5092 6944 8796 13 0.23 228 2.795 4392 5988 7585 14 0.20 199 2432 3821 5211 6600 15 0.17 174 2133 3352 4571 5790 16 0.15 154 1885 2963 4040 5117 17 0.14 137 1678 2636 3595 4553 18 0.12 123 1502 2360 3218 4077 19 0.11 110 1352 2125 2897 3670 20 0.10 100 1223 1922 2622 3321 21 0.09 91 1112 1748 2383 3018 22 0.08 83 1015 1595 2175 2755 23 0.08 76 930 1462 1993 2525 24 0.07 70 856 1344 1833 2322 25 0.06 64 789 1241 1692 2143 26 0.06 60 731 1148 1566 1983 27 0.06 55 678 1066 1453 1841 28 0.05 52 631 992 1352 1713 29 0.05 48 589 925 1262 1598 30 0.04 45 551 865 1180 1494 4X12 33370 29490 25156 21059 17569 14734 12465 10648 9182 7990 7009 6195 5512 4935 4443 4020 3654 3335 3057 2811 2594 2401 2228 2074 1935 1809 Project: �/ 61 S Engineer. lm Psi n of: Foundations VerTech Engineering Soil Bearing: 1000 psf (::based upon requirements of the 1997 UBC Concrete st m Non -retaining 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: Width Thickness Cap (off) Reinforcing 12 12 1000 (2) #4 cont. Spread Footings: Label Size Thickn F2 2'-0" Sq. 12 F2.5 2'-6" Sq. 12 F3 3'-0" Sq. 12 F3.5 3'-6" Sq. 12 einforcin'd Cap. Connnector Ea Way Kips Simpson (2) #4 8 PB (3) #4 12.5 PB (4) #4 18 CB (5) #4 24.5 CB Page: Date:` 2 a I2 PROJECT V`� �`-�1 Michael Hubley f ENGINEER • M 1Lk CIVIL ENGINEER DESIGN OF ��%�� Cr /� cr F %gGfir'; -As�1 Zoo 0 a ti 1- 4 Zia (/yG) 4 -s -o p- /0F f Apt %0 �7- l� �' Nt- �o PROJECTyn" Michael Hubley ENGINEERV ` �� CIVIL ENGINEER DESIGN OF . 3���/(off': S'1 0 -. 3 116 / I Z,' 4 44 X 395/ ok eq 1�,1 p, O -(-z ms's'/A ` l < INE • 0 k, Tip, X VerTech Engineering Project: {,J 1 Page: Engineer: /�-� Date: --- Design of: Shear Walls Panel Shear Walls . . overtumin4 Righting Net Wall Length Load/ft Edge Nail Moment Moment M/D A 3.5 322 3 10143 613 2741 B 4 322 3 11592 800 2718 C 13.5 265 4 32198 21870 927 D �1"1N 283 4 28017 6050 2052 E C12.q 234 4 26325 3125 1881 F �5 160 6 6840 451 1355. G 41.5 34 6 12699 335839 -6977 16 108 6 5832 7920 -216 2 8 108 6 7776 3200 612 3 3 108 6 2916 450 837 4 4 108, 6 3888 3520 180 5 4 108, 6 3888 3520 180 6' 3.67 108 6 3567 673 807 7 3.67 108 6 3567 673 807 8 11 108' 6 10692 6050 '477 9 9.5 313 3 26762 1805 2646 10 7.5 224 4 15120 1125 1881 11 3 224 4 6048 1980 1422 12 4 224 4 8064 3520 1224 13 3.5 173 6 5450 613 1400 14 3.5 173 6 5450 613 1400 11 VerTech Engineering Project: '� Page: Engineer. ^,n 4-1 Date: '. /;U esign of : Shear Wall Schedule 6 6" o.c. edge nail 200 4 4" o.c. edge nail 3M 3 3" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 3W and stagger nailing 2 2" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member 510 and stagger nailing 4/2 4" o.c. edge nail, double shear 6W when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing 3/2 3" o.c. edge nail, double shear 780 when abutting edges are nailed to 1 framing member,, use 3X member and stagger nailing 2/2 2" o.c. edge nail, double shear 1020 when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing Notes: 1 Use 3/8" or 1/2" APA rated sheathing, plywood or OSB (or 5/8" T-1-11 siding) 2 Where a wall is "double shear' apply sheathing and nailing requirements to both sides. 3 Use 8d common (or 10d box or gun) nails, field nail at 12" o.c. 4 Edge nail at top plate, sole plate, mud sill, all posts and all studs with holddowns. 5 Use (12) 16d sinker nails at top plate splices U.N.O. 6 Where holddowns are attached to double studs, nail studs together with 16d sinkers at 4" o.c. 7 Strap plates across all beams with Simpson ST6224 with 16d sinkers. Holddowns 1 bolt holddowns to (2) studs u.n.o. 2 bolts embedded in concrete: HD2A SSTB 20 HDSA ' SSTB 20 HD6A, HDBA SSTB 28 w/ nut embed 36" 3 Lap splice all HD bolts to (1) #4 vertical developed into footing (lap length embedment length of SSTB) Anchor Bolts: H�YLIZONTs�c � - 5/8" A.B. in 2X sil plate: 790' 1.33 = 1053 #/bolt (350#/ft max) 5/8" A.B. in 3X sil plate: 1040' 1.33 = 1387 #/bolt -"Combined Footing Program VerTech Engineering Project Williams Residence Date: 6/14= Location: Center Wall Footing (Wall 10) Input Information: %Snow Load: 0 % Concrete Cover (Bot): 3.5 in % Roof Lire Load: 100 % fc, 2.5 ksi Concrete Wt: 150 pcf fy' 60 ksi Cover Concrete Cor (Top): 3.5 in Lt Wt. Factor. 1.00 Loading: Cnfr Line Dead Load Live Load Wind Load Soil Retaining Load Description Coord. Length t On) P M P M P M V P M V 1 0 9.5 6 0 0 0 0 0 .15.1 0 0 0 0 2 0 9.5 6 1.9 0 0 0 0 0 0 0 0 0 • 0 0 0 0, 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 D 0 0 0 0 0 0 0 • o D 0 0 0 0 0 0 0 0 0 0 0 Footing Bearing Pressure Left Coordinate: -5 - Left Right OT Load Right Coordinate: 5 Coord. Pressure Coord Pressure Safety Case Fooling Length: 10 DL -5 0.2 5 0.2 Stable 12-7 Width: 2 DL+LL -5 0.2 5 0.2 Stable 12-0 Depth: 1 Service Loads Per UBC 1612.3.2 (Decreased 75%) (Altemate Load Combinations) Max Lefl Pressure -5 0.6 0.8 0.0 1.6 12-13 Max Right Pressure -0.7551 0.0 5.0 0.6 1.6 12.13 -a -b Min O.T. S.F. -0.7551 0.0 5.0 0.6 1.6 12 -13•a -b Load Case: 1612-12:.75(D+L+(Lr or S)) 1612-13:.75(D+L+(W or E11.4)) 1612-14:.75(D+L+W+SR) 1612-15:.75 (D+L+S+W/2) 1612-16:.75(D+i-+S+EtI.4) Reactions and Reinforcement Bottom Top Punching AsTOP ABBOT Av AsTRANS AsTRANS vu/phi Location Em Coord, Ili USA IdBOT &a Y fln31 ba ba M 1 Left 4.75 0.0 0.0 0.0 0.0 0.3 0.00 0.01. 0.01 WA 1 Right 4.75 0.0 0.0 0.0 0.0 -0.3 0.00 0.01 0.01 WA 2 Left 4.75 0.0 0.0 0.0 0.0 0.3 0.00 0.01 0.00 WA 2 Right 4.75 0.0 0.0 0.0 0.0 -0.3 0.00 0.01 0.00 WA • Left • Right • Left • Right ' Left • Right • Left • Right P1 - 0 P2 - 0 P3 - 0 ' P4 - 0 d Combined Footing Program VerTech Engineering _ - Project: Williams Residence Date: 6114A0 Location: Center Wall Footing (Wall 9) Input Information: %Snow Load: 0 % Concrete Cover (Bot): 3.5 in % Roof Live Load: 100 % fc': 2.5 ksi Concrete Wt: 150 pcf fy: .60 ksi Concrete Cover (Top): 3.5 in Lt Wt. Factor: 1.00 Loading: Cnt'r Line Dead Load Live Load Wind Load Soil Retaining Load Description Coord. Length t (in) P M P M P M V P M V 1 0 9.5 6 0 0 0 0 0 26.7 0 0 0 0 2 0 9.5 6 1.9 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 Footing Bearing Pressure Left Coordinate: -7 Left Right OT load Right Coordinate: 7 Coord. Pressure Coord Pressure Safety Case Footing Length: 14 OL -7 0.2 7 0.2 Stable 12.7 Width: 2 DL+LL -7 0.2 7 0.2 Stable 12-0 Depth: 1 Service Loads Per UBC 1612.3.2 (Decreased 75%) (Alternate Load Combinations) Max Left Pressure -7 0.6 0.9 0.0 1.6 12.13 Max Right Pressure -0.8689 0.0 7.0 0.6 1.6 12 -13 -a -b Min O.T. S.F. -0.8689 0.0 7.0 0.6 1.6 12-13•a•b Load Case: 1612-12:.75(D+L+(Lr or S)) 1612-13:.75(D+L+(W or E/1.4)) 1612.14:.75(D+L+W+S/2) 1612.15:.75 (D+L+S+W2) 1612-16:.75(D+L+S+E/1.4) Reactions and Reinforcement Bottom Top Punching AsTOP ABBOT Av AsTRANS AsTRANS vu/phi Location Face Coord. MIDE ba MBO Gau Y Qn2/fit &Z >7n31 (mil 1 Left -4.75 -0.6 0.1 2.1 0.2 1.7 0.00 0.03 0.03 6.31 E-05 1 Right 4.75 -0.6 0.1 2.1 0.2 -1.7 0.00 0.03 0.03 6.31 E-05 2 Left -4.75 -0.6 0.1 2.1 0.2 1.7 0.00 0.01 0.00 .0.000464 2 Right 4.75 -0.6 0.1 2.1 0.2 -1.7 0.00 0.01 0.00 0.00D464 ' Left ' Right ' Left ' Right ' Left ' Right ' Left ' Right P1 - 0 P2 -- 0 P3 - 0 P4 _- 0 4 PROJECT_ ��, Michael Hubley F�ing14R �.iz V __ ENG NEER .,,.L. CIVIL ONGINEEA . ~' DESIGN! OF 44 @ ?A ' Tfl- � A u i PROJECT_ ��, Michael Hubley F�ing14R �.iz V __ ENG NEER .,,.L. CIVIL ONGINEEA . ~' DESIGN! OF 44 @ ?A ' Tfl- � A u crete' d esign A ti R C H I T E C T U R' E A N D P L A N N I N G Timothy J: Crete - Architect ( C - 24094 ) 2540 Esplanade #12 Chico, CA. 95973 tele (530) 345 - 6676 fax (530) 898 - 0586 www . cretedesign . corn experience you ca bul.Id on Date Project lk l f I have reviewed the truss documentation and it conforms the proper information as set forth In the plans of the above mentioned project. 1DMIG RE/—STEDBY_ IFImELJTY l�xT{t;yN�1 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 2GD00-0027537 Recorded Official Records CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 19 -Jul -2000 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Maureen Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT i Sectiori 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, smokenoise. 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. necessan• farm operations. All that real property situate in the County of Butte. State of California, described as follows: Lot 50, as shown on Phase 3", which Map State of California, 30. Date: that certain Map was filed in the on January 13, entitled, "Pheasant Landing Subdivision Unit 2, Office of the Recorder of the County of Butte, 2000, in Book 149 of Maps, at pages 28, 29 and PRO RTY OWNERS: othy 4L'Williams I I,. /J)-12�` ZIA Kathleen JV Williams State of California ) County of 34zu ) OnU 1�,2629 before me, (/0, L7- 1&:� 7� personally appeared 44 / C01k' S ()-personally known to me (or proved to me on the osis of satisfactory evidence) to be the person( whose names) is/arc 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 •i ature(s) on the instrument, the person(s) or the ent' 4 t f f Whigh tbqp�rsQ acted. executed the instrum W. J. GOLLENG WITNESS my hand official seal. 0. COMM. #1109370 +� "/�q 10+� ROTARY PUBLIC-CALIFOMIA 0 Vi� •� BUTTE COUNTY N11 `�.� My Comm. Expires Sept. 20, 2000 Signature Seal: A. P. 047-670-062 -NOTE TO RECORDER: DO NOT RECORD THIS SIDE IM 031 Sy] 7 j LSA r.V es) i Instructions for recording Agricultural Statement of Acknowledgement: .1. Insert`the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on -your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.06 -` 1st. Page ' $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER V CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R P-rQje.c-t• Title- :.: - 'E re,Williams .Residence Date..06/12/00 18:02:52 Project Address ..�:'."' Lct� 50 PYieasarit 'Landing **:**** y� -- v Chico- *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone 11 Field Check/ Date Compliance Method....'.. MIC.OPAS5 x5:10 for'1996 Standards'by Enercomp', Inc. MICROPAS5 v5.10 File -00236S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 2520 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 170 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.8 °s of floor area Average Glazing U -value.... 0.65 Btu/hr-sf-F Average Glazing SHGC....... 0.68 Average Ceiling Height..... 9.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total. Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-4 R-17 0.063 FRONT, FRONT -LEFT LEFT, BACK, RIGHT Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Wall n/a R-13 R-n/a R-13 0.088 KNEE WALL Wall Wood R-13 R-0 R-13 0.081 GARAGE WALL Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO GARAGE FENESTRATION Over - Area U- Interior Exterior"""' hang/ Orientation (sf) Value SHGC Shading Shading r, Fins Window Front (S) 4.0, 0.650 0.680 Standard a 1. None Window Window Front (S) Front (S) 16.0 4.0' 0.650 0.650 0.680 0.680 Standard Standard vMarc k, d - None None Window Front (S) 9.3. 0.650 0.680 Standard d d None Window Front (S) 6.0- 0.650 0.680 Standar Stdard Yes Window Front (S) 3.5 0.650 0.680 Standar tandard Yes Window Front (S) 6.0 0.650 0.680 Standar`di tandard Yes Window Front (SW) 24.0- 0.650 0.680 Stan o} •d Standard Yes Window Front (S) 36.0. 0.650 0.680 Standa Standard Yes Window Front (S) 24.0` 0.650 0.680 Standa Standard Yes Window Left (W) 12.0 0.650 0.680 Standard Standard Yes Door Left (W) 20.0 0.650 0.680 Standard Standard Yes CERTIFICATE OF,COMPLIANCE,:,RESIDENTIAL. _ Page 2 CF-1R "Fo�ect.yTitxear,;r, �` :�;, ,Y`I`iet_Fl�lzams Residence _.... . l. 06%1'2`/00= 18:=02' 52 ... MICROPAS5 v5.10''File-002365 Wth-CTZ11S92 Program-FORM CF-1R User#-MP1333 User-Energy Calculation Servic Run-2520 SF Residence Equipment Type Gas ACSplit Over' Exterior hang/ Shading Fins Standard FENESTRATION Standard Yes Standard Yes Standard Yes Standard Yes ' Standard None Area U- Standard Interior Orientation None (sf) Value SHGC Shading Window Left (W) 12.0 0.650 0.680 Standard Window Back (N) 72.0 0.650 0.680 Standard Window Back (N) 36.0 0.650 0.680 Standard Window Back (N) 24.0 0.650 0.680 Standard Window Back (N) 24.0 0.650 0.680 Standard Window Back (N) 8.0 0.650 0.680 Standard Window Back (N) 16.0 0.650 0.680 Standard Window Back (N) 8.0 0.650 0.680 Standard Window Back (N) 14.3 0.650 0.680 Standard Door Right (E) 20.0 0.650 0.680 Standard Window Right (E) 12.0 0.650 0.680 Standard Window Right (E) 12.0 0.650 0.680 Standard Window Right (E) 20.0 0.650 0.680 Standard Window Right (E) 12.0 0.650 0.680 Standard Window Right (E) 18.0 0.650 0.680 Standard SLAB SURFACES Area Slab Type (sf) Standard Slab 2520 HVAC SYSTEMS Equipment Type Gas ACSplit Over' Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes ' Standard None Standard None Standard None Standard None Standard Yes Standard Yes Standard Yes Standard None Standard Yes Standard Yes Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.780 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 .6 50 REMARKS External Insulation R -value R- n/a syr,,CERTIFICATE. O -F. COMPLIANCE:: -RESIDENTIAL page 3 CF -1R D ,Pzofect `T"itle ... .... ... T te'Wihliams- Residence . . w =���- - Date ..06/12/00 18:02:52 MICROPAS5 v5.10 File -002365 Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -2520 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and' 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in' the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Timothy J. Crete Name.... Marty Runnells Company. Arch',ct Company. Energy Calculation Services Address. 2 E%;;w lnAddress. 1907 Mangrove Avenue, Suite E Chico,. CA 95926 Phone../." ... 530-894-8466 Lice e.S'-,ed.. Signed.. ate Name.... Title... Agency.. Phone... Signed.. date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R rw , ,Praj�ct:�Title _, :�e=.Williams .Res.idence , -� -*;. Date - 06/:1,2/..060,. .1.8 ,02,:-52 D., Project;'Address `. .Lot, 5.0; Pheasant Landing''.*�*-* * * * * a, Chico . - *v5. 10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone............. 11 . .... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -002365 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as 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 manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.301, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control .2. No continuous burning gas pilots allowed. r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R �roj?ect.:T:ist.le::i�r,.........wt:....,.r,�'ff?;:.G�'1:Ilia_ms-•:Resdence•':��... 'f:-,. �Date�:=:,A6/•12/00>�-18°c02•:52 "`"MICROPAS5�v5.10 File -00236S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch._ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). ✓ CI MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R �Rra3eEt T�,tl� f.y, y, 'MWllams Residence y ,y x;,Date^ .N06/ ��W-•••,-MICROPAS5 v5.10: Fzlcy-002.36S---Wth-CTZllS92,-Program-FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R .0.2 --....5:2 ******* _t.Lcr� fnP h easant- Lan ing Chico *x5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan C ec Dat Chico, CA 95926 530-894-8466 Field Check/ Dat Climate Zone-.:......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00236S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 19.58 20.59 -1.01 Space Cooling.......... 13.19 12.65 0.54 Water Heating.......... 11.31 9.96 1.35 Height Total 44.08 43.20 0.88 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2520 sf Single Family Detached New Front Facing 170 deg (S) 1 1 ReducedYear Slab On Grade 1 24189 cf 2520 sf 18.8 % of floor area 0.65 Btu/hr-sf-F 0.68 9.6 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2520 24189 1.00 Yes Setback 2.0 Standard No _COMPUTER METHOD SUMMARY TM' lliams.. Page 2 C -2R ..Date..06/12/00 18:02:52 MICROPAS5 v5.10 File -00236S Wth-CTZ11S92 Program -FORM C -2R User##-MP1333 User -Energy Calculation Servic Run -2520 SF Residence Surface HOUSE 1 Wall 2 Door 3 Wall 4 Wall 5 Wall 6 Door 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Roof 13 Roof Surface HOUSE 14 S1abEdge 15 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Door 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 246 0.760 R-0 No TO EXTERIOR 39 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (S) OPAQUE SURFACES 0.650 0.680 Area (sf) U- Insul Act- 16.0 Solar Form'3 Location/ 90 value R-val Azm Tilt Gains Reference Comments 90 339 0.063 17 170 90 Yes WALL.R13.R4 FRONT 20 0.330 0 170 90 Yes None ENTRY 30 0.063 17 215 90 Yes WALL.R13.R4 FRONT -LEFT 43 0.088 13 170 90 Yes None KNEE WALL 232 0.081 13 170 90 No WALL.RI3.GAR GARAGE WALL 20 0.330 0 170 90 No None TO GARAGE 386 0.063 17 260 90 Yes WALL.R13.R4 LEFT 22 0.088 13 260 90 Yes None KNEE WALL 444 0.063 17 350 90 Yes WALL.R13.R4 BACK 596 0.063 17 80 90 Yes WALL.R13.R4 RIGHT 49 0.088 13 80 90 Yes None KNEE WALL 1867 0.031 30 n/a 0 Yes None TO ATTIC 710 0.031 30 170 24 Yes None VAULTED 90 Back PERIMETER LOSSES 0.650 0.680 Length F2 Insul Solar 8.0 0.650 0.680 (ft) Factor R-val Gains Location/Comments HOUSE 14 S1abEdge 15 SlabEdge Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Door 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Window 20 Window 21 Window 246 0.760 R-0 No TO EXTERIOR 39 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (S) 4.0 0.650 0.680 170 90 Front (S) 16.0 0.650 0.680 170 90 Front (S) 4.0 0.650 0.680 170 90 Front (S) 9.3 0.650 0.680 170 90 Front (S) 6.0 0.650 0.680 170 90 Front (S) 3.5 0.650 0.680 170 90 Front (S) 6.0 0.650 0.680 170 90 Front (SW) 24.0 0.650 0.680 215 90 Front (S) 36.0 0.650 0.680 170 90 Front (S) 24.0 0.650 0.680 170 90 Left (W) 12.0 0.650 0.680 260 90 Left (W) 20.0 0.650 0.680 260 90 Left (W) 12.0 0.650 0.680 260 90 Back (N) 72.0 0.650 0.680 350 90 Back (N) 36.0 0.650 0.680 350 90 Back (N) 24.0 0.650 0.680 350 90 Back (N) 24.0 0.650 0.680 350 90 Back (N) 8.0 0.650 0.680 350 90 Back (N) 16.0 0.650 0.680 350 90 Back (N) 8.0 0.650 0.680 350 90 Back (N) 14.3 0.650 0.680 350 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C-2R ..,�F��:�'ect.�rTa.le:��=..;:.,w._ ..�..:e ,..T.h�'�Wi;la;Tamsw.�Res>isd_enc��,:�s.•�,���;��:���:r�� Da:te;:,�:�:0�6%1.2-/00�:18:k0�2::f5.2•,,�><+ �'�` "NfICROPASS x5...10 --F 'le""00236S • Wth-CTZ11S92 -'Program-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence FENESTRATION SURFACES -Are a�:"._U:-,. . _%'2 -..Exterior Shade rr:I•nterior Shade::.-. Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 22 Door Right (E) 20.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 23 Window Right (E) 12.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 24 Window Right (E) 12.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 25 Window Right (E) 20.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 26 Window Right (E) 12.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 27 Window Right (E) 18.0 0.650 0.680 80 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 5 Window 6.0 n/a 6 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 3.5 n/a 1.5 8.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.0 n/a 6 8.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 n/a 6 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 36.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 24.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 2 6 18 .33 3 1 n/a n/a n/a 1 18 .33 12 Door 20.0 n/a 6.67 18.6 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 n/a 6 18.6 .33 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 72.0 n/a 6 6.67 .33 n/a n/a n/a n/a n/a n/a. n/a n/a 15 Window 36.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 24.0 n/a 6 14 .67 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 24.0 n/a 6 14 .67 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 20.0 n/a 6.67 18.6 1 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 12.0 n/a 6 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.0 n/a 6 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 12.0 n/a 6 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 18.0 n/a 6 2 1 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2520 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.780 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY— Page 4 C -2R --MICROPAS5-v5.-lo-,,,,,il7'i�et'--002'36S'-"'Wth CTZ11S92 --Program-FORM C -2R User#-MP1333- User -Energy Calculation Servic Run -2520 SF Residence WATER HEATING SYSTEMS -Numbers i;_n, in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .6 so R- n/a REMARKS CONSTRUCTION ASSEMBLY Page 1 3R : +F ojec:t+ T-Ltle,. ... ,. QTY e �.W .11:i.ams lRe;sa;.dence- 4 _.� t ,:Date ..06f/.12/,00,,.1- :>02.o:_,52;�r44; 10°','°'File'=`0023'6S" "Wth-CTZllS92 "'Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method _.Refer.ence -Name _,.,WALL. R13. R4,t, . i. _ ,__ , .; , Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing .......16 inches on center Framing Frac.. 0.15 Material 2 3 4 Frame Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method _.Refer.ence -Name _,.,WALL. R13. R4,t, . i. _ ,__ , .; , Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing .......16 inches on center Framing Frac.. 0.15 Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 4.0 RIGID R-4.0 Insulated Sheathing 4.00 4.00 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 18.48 8.94 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R ��o3e:c_t�;-T>tl;e.�...:......r•w.� 'E�e>.°W�11-iarris- Resdencer- ��°Dat`e�..�06%12/00"1'8`-02c52 .i . CROPAS5"v5-..10>-File--00236S Wth-CTZ11S92 Program -FORM 3R User#-MP1333. User -Energy Calculation Servic Run -2520 SF Residence P, 2 - Sketch Sketch of Construction Assembly Parallel Path Method Reference Name . 'WALL.RI3-:GAR' e Description .... Wall R-13 To Garage 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description O. FILM.IN.WLL Inside air film: heat sideways 1. GYP.0.63 0.625 in gypsum or plaster board 2c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 2f. FIR.2X4 2x4 fir 3. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity U -Value: (1 / 15.37 x 0.85) + (1 / Framing Cavity Frame R -Value R -Value 0.68 0.68 0.56 0.56 13.00 -- -- 3.46 0.45 0.45 0.68 0.68 15.37 5.83 Total 5.83 x 0.15) = 0.081 Btu/hr-sf-F Total R -Value: 1 / 0.081 = 12.34 hr-sf-F/Btu HVAC SIZING Page 1 HVAC ..Proaj-e:ct._Title. The.Williams Residence Date..06/12/00 18:02:52 ".Profj;:ect Address . Lot :::5:0 Pheasant Landing _ �." Chi-"c.c,- . *v57 10 *..._. Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date ClimateZone. .. .. 11 Compliance Method..'.... MICROPAS5 v5.10 for 1998 Standards by Enercomp Inc. MICROPAS5 v5.10 File -00236S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2520 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2520 sf 24189 cf Front Facing 170 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Sensible Load .................... 52219 32972 Latent Load ...................... n/a 6594 Minimum Total Load 52219 39566 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 18952 6712 Glazing Conduction ............... 13223 7380 Glazing Solar .................... n/a 8756 Infiltration ..................... 15296 5026 Internal Gain .................... n/a 2100 Ducts ............................ 4747 2997 Sensible Load .................... 52219 32972 Latent Load ...................... n/a 6594 Minimum Total Load 52219 39566 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ❑ APPROVED NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: o 0 — Z–% 2 Date: Genera/C ' / AP D Owners Name: 7' I ?� (.. {�"J, ���% 7 LL_ 1'41, Fv- <�, Parcel Acreage: t Z—Z A C Owners Address: C/0 2D (S IVA LAI 1 LO C A - 1'S'7 Building Site Address: �i (% & PronertvJnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Muld-Family >2 units per parcel ❑ Septic , ❑ Well ❑ Other Zone District: Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: ` Parcel Is In: land Conservation Agreement E No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan ® No ❑ Yes Violation Area No ❑ Yes Cs Specific Plan ® No Yes ( Chico ❑ D2N Enterprise Zone No © Yes, chedc use Floodplain ® No ❑ Yes Zone: 1 X 9 No ❑ Yes Watershed Protection Zone Proposed Use Complies With: General Plan Zoning Procosed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Orainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: , ❑ Other El Other CJ Cohasset Panel Number: as -2�� ❑ Accessory Building Use Cede Street & Highways Fre Prevention Subdivision Ma Front CCZcninq V Side 3 O Side street Rear O O Heiaht `✓ / Septic Permit Review: Well Permit Review: Land Development Review: -6 Map Permit C/oranee Agricuihue Affldavlt Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Con>/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road'Name: Compiles with County Standards for Deed Creation: ❑ No ❑ Yes Comments: }`�N�gS� LYa�JDiN(r Sofa VN11 2 PKi� 3 Date of Recording: I -- ).--� _ a -e-) Lot: J® 2nditions That Must be M t Prier to Issuance of Permit Block: Book: I_ Pale: w ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Appikadon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EWO requirements. ❑ Other ler.eral Comments: L E �c r°1 TSN Gt a S �(� tt� N mT �3 I iy CTiALZ 1 C:o)Jb i-ri aK;S 'P2 C LA 2 14 ATr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Client: Kathy & Tim Williams Project: Pheasant Landing Phase III, Lot 50 Contact: Kathy & Tim Williams Soil description: Brown Sandy Clayey Silt Sample location: Lot 50, Middle of Building Pad Sample taken ey: ATC Depth of sample: -1' Moisture determination Reading 7:30 Gross wet wt: 331.3 Start Gross dry wt: 299.9 8:50 Pan wt: 85.1 0.0107 Net dry wt: 214.8 11:00 Moisture Loss: 31.4 0.0123 Moisture content: 0.0124 16:30 Density determination 7:00 ; Wt of soil & ring: 563.0 f Tare of ring: 200.1 t Net compacted soil wt: 362.9 V Dry Density, pcf: 96.0 4/21/00 1 Saturation determination 1: Volume of solids: 0.569 1: Volume of water: 0.225 14 Volume of air: 0.206 1! Degree of saturationq 52.2% 11 Gross final wet wt: 404.7 1l Gross final dry wt: 315 1! Final moisture loss: 89.7 21 Final net dry wt: 229.9 Final Final moisture content: This test was perfo Reviewed by: per AgTM D-4829-88 Date: 20 -Apr -00 Tech: B. Carter Time Reading 7:30 0.0000 7:50 0.0012 8:10 0.0024 8:50 0.0091 9:35 0.0107 10:10 0.0112 11:00 0.0116 14:30 0.0123 15:30 0.0124 16:30 0.0124 7:00 '0.0130 8:00 0.0130 9:00 0.0130 16:30 0.0130 Expansion Index: 13 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 a Facsimile: (530) 891-4243