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047-670-069
9 1-4 c, I 0 00 0994' OWE&LAFFfNaS,R r SPYGLASS, CHI _O !� I _ NEW SINGLE FAMILY IC 047-6 00-3051 C-NGLISH, P r 4034 SPYGLASS RD—GQICO7• CONTR: NEW SHOP/GARAGE 047-670-069 01-050 s `" ENGLISH, PAUL & LILLY IN LED 4034 SPYGLASS ROAD, l.� CON'r: CAREFREE POOLS 17l NOTES t _ 4' f L r R!ESIBENTIAL 047-670-069 0-1--0502 ENGLISH, PAUL & LILLY 4034 SPYGLASS RD. CHICO CONT: CARE FREE POOLS NEW POOL Q o P V , �ji 11 SPECIAL CONDITIONS -A CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r JOB FINALED (Date) a DL Signature ,/—/-- 9 -1— ./=OK 0 = Not OK = Not Applicable = Not Ready I MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'tt. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date 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 Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s etb ks-Easements oils ompaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Linins 4. Elec.; Receptacles and Lighting, Distan -GFI 5 e .; Pool Lighting; 15 Volts -GF Vac.; Enclosures; Conduit Entries -Terminals -listed 7. Ele ., Bonding; Metal w/5' -Circulating Equip. -Heater G Iec.; Grounding; p. w/5' Circulating Equi of L Boe/s-Encl res-Panelboards-Ins. to M n in Conduit ' 9yflealth Department Approval 10. Plu ; Cir. Test -Water Supply Test 1 fight Niche Date r �/ Card -PDatj Card B-1 Date / / Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Continued) RESIDENTIAL (E Date 47. Underfloor (Plans) OK except #'s 48. 1. Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 51. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth Property Line Firewall & Openings 4. Ftg., Porches & Decks; Soils -Steel-/ f' Ftg. Depth 54. 5. Stemwalls, Main; Steel- Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Stemwalls, Garage, Steel- Blockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped 60. 8. Piers -Fireplace Ftg.-Steel Insulation -Walls -Ceilings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Exterior Elec. Trim, G.F.I. Receptacle -Underground 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 89. 11. Water Pipe; Test -Anchors -Regulator -Service Test Corrections from Previous Inspections 12. Electric Underground 92. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Energy Compliance Certificate -Other Certificates 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Card B-1 Date Card B-1 16. Insulation Date Card B-1 Date Card B-1 Comments at Final: 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 AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes 0 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. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 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 Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes ] No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: d COUNTY OF BUTT' - DEPARTMENT OF DEVELOPMENT SERVICES - 6UILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �bl-osn2 ASSESSOR PARCEL NUMBER 047-670-069 I"G BUILDING PERMIT OWNER ENG TELEPHONE - SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4034 SPYGIASS RD- 04IM, CA CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4034 SPYGLASS RD. Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDN6ION'S NAMEPARCEL MAP P. d PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IR Other Pea SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER 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 $ 23,00 T ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 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 r - S3 Lic. No. 2 R O SICa 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 rformance 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' cc m agsation insurance carrier and policy number are: Carrier o Q'S Policy Number CA le-lew( 22.57 D -'16 U (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. y , X Date i6-3104?indicated Signature of Applicant'- ❑Owner [3 Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction4"r structures over 3 stories in height. Main Service YOOA TO 46.00so CCU000A NEW coNsr. DwEwNo occuP. 3.5QF°. ( ORw corgi . Mu�irlCoi�meT NO"ESID.BRANCH @7.50 POWER APPARATUS a swoLF ourLtT CIR. OUTLET OR FIXTURES @''50 B20 w Ex. Occu Ex. Occup. ops R� D FIXED -°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECT 30.00 0.0 PERMIT FEE $ 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 362.00 HAz. D IMP cDF/ PAROL PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. p ©of By D tJReceiptNo. PERMIT EXPIRES ON J 2 JO fe Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Frna,(,a ASSESSOR PARCEL, NUMBER: O q -4 — (n�O-- � G 17 Proposed Building see: P� U Building Inspector: AW Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By . �items have been submitted -------------------------------------------------------------------------------------- 02, Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- 07. 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 ---------- El10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- 1 Flood elevation certificate. --------------------------------------------- n 1. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. -------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- �❑ 17. Planning approval for (A) Use: ® (B) Parking: ------------------- 18. Contact Land Development about C6mprovements, ❑ Drainage, gal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- E130. ------- ❑30. Other: . o- (Date) When you issue the permit, process as follows ❑ Mail toowner, ❑ ail to contractor. ❑Telephone^�3 and hold for pickup at (� office. ❑Deliver with inspector. r Applicant: a 2AW—Date:Z5�/ _.l 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: Pontractor, �J 1. Index permit application for a above items numbered: _ ❑ Plan Check List dditional items required: �y designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, by Date: tractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: tractor, 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 Divi ' counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. N TO: '' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY • Plot Plan Attached P�.S Floor Plan Attached Sent to B.D. / caner Locat on AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for gelling: Other ih52211.11 d Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 3-1-5--o,) Date SITE PLAN REVIEW APPLICATION Date: 3 19 - Q) A AP# Permit Number (if applicable) D I- D S 0 2 otj-�- /C�nd- d ('9 APPLICANT INFORMATION Parcel Size: 1 82 A C Owners Name: Li Lt -.:q P N G 1,1 S JA Owners Address: L4O 3 4 SPY CCAS S (217 GW l C-0 CA 9 59 Telephone No.: S g Ll — 2L1 Situs Address: Proposed Use: Residential ��irrgt 1 ❑ Single Family Addition ❑ Mobile Home X Residential Accessory�— ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New'Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPA1EtVT SERVICES INFORAIA TION (For Staff Use) ❑ Approved a Conditionally Approved 0 Resolve Problems Prior to Approval Site Plan Stamped Approved By Date 3 — Pace I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) J@ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------=------------------------=---- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: �— Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning'Code Streets & Highways Fire Prevention Subdivision Map Front p C L Side 3C) Side Street Rear ZD 3 Height 3 Waterway—T N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development, Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads 0 Sheriff ❑ Drainage ll NCSP/CSA 87 ❑ Chico Urban Area Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Amount ``�� Formula I ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑: Other (per map) * Check with school district to verify actual fee if pre -application review. A fmal determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel EJVerify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements . Page 3 of 5 Iff Subdivision Map/Parcel Map: Map Date of Recording: 1-13— Oo Lot: f; -7 ❑ Use Permit/Minor Use Permit Permit Number: Book: I LI 9 Page: 2-8j so Date of Approval: 11 Comply with the following Conditions of Approval: 2 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family, dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 � SPCC I-�'1 C. 6.2�t71 N (� � • �T�S1 O.n) ('� iJ�'i2.02r � uti DSU tJ��, , J Q� t L-TmQ a- -To axe LEf�G1-t 17Q�C- U -As N oT io 'r3 ► TaL 'Jut2i1J(,- S Summary of Specific Requirements: This information.provided in this summary is based on the application information and on the best available data at the time of review. CANly Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 PAUL ENGLISH 4034 SPYGLASS ROAD CHICO, CA 95928 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Re: Buif� neirermi�f' 01-0502 Expiration Date: 3/23/02 A.P. # 047-670-069 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the'category. marked below: [X] Permit work started, but not completed.- Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing"fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with. the fee shown. Please return all copies of the.application form. [ ] No inspections have been made on permit work., Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work'may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any.questions concerning this matter, please contact the SH_Ti�'.n - office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: CAREFREE POOLS, 9 ALYSSUM WAY, CHICO, CA 95928 Chico Office - 411 Main Street, Chico / 891-2751 r ,N,OTE.S z� ,off l y l •t: c T U X` f! RESID,EINTIAL,�� 047-670-069 e00-3051 ENGLISH, PAUL 4034 SPYGLASS RD., CHICO CONTR: NEW SHOP/GARAGE poo/ SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) \� Signature i V = OK 0 = Not OK Not abl>? Read Not ReadMOBILE HOMES = y Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / ';� MI CELLANEOUS Date DECKS, COVEF1119, CA5PORTE GARAGES tans) OK except k's Zo ' Requirements- ac s -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel ' 3. D s; Girders and/or Joists-Deckin -Bracin •Stairs -Rails `•i r0 ` y '` , ood Awn.; Posts-Beams- 4- , i� Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Con nections-Splice- Decal- Enclosures 6.Carports; Windows -Doors Elec ' . Frmg.; Sills -An ors-Studs-Rttrs- usses S iling-Veneer-Stucc esh 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. BIACed Wall P els Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL -(Mans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 5AW �� o� /'Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ff's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ';� MI CELLANEOUS Date DECKS, COVEF1119, CA5PORTE GARAGES tans) OK except k's Zo ' Requirements- ac s -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel ' 3. D s; Girders and/or Joists-Deckin -Bracin •Stairs -Rails `•i r0 ` y '` , ood Awn.; Posts-Beams- 4- , i� Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Con nections-Splice- Decal- Enclosures 6.Carports; Windows -Doors Elec ' . Frmg.; Sills -An ors-Studs-Rttrs- usses S iling-Veneer-Stucc esh 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. BIACed Wall P els Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL -(Mans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 5AW �� o� J = OK 0 = Not OK ti - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date 51. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope / t 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth / 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth t� 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test ` Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date 66. Card B-1 Date Card B-1 Date 67. Card B-1 Date Card B-1 Date 68. 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 75. A.C. Duct in Garage -Damper Date 76. Card B-1 Date Card B-1 Date 77. Card B-1 Date Card B-1 Date 78. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes • ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 90. Corrections from Previous Inspections Date 91. Card B-1 Date Card B-1 Date 92. Card B-1 Date Card B-1 Date 93. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation Date 37. Condensate Drain & Overflow, Size & Grade Date 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Date 39. Attic Access & Platform if Furnace in Attic Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Acc6ss 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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE k BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Stieet, Chico, CA - (916)•891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 • CORRECTION NOTICE no OWNER— PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and uld be corrected. Please notify this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please conta is office i mediately. X' ✓i u ✓ �� Gc G i ,,, S ' /7 :t Date 71 L / Inspector Y r ' REV 10/92 COU[+TV Of BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-754 L3� PE NO. (Rev. 12/96) APPLICATION AND PERMIT - 142 ASSESSOR PARCEL NUMBER 047-670-069 ZONING SRI BUILDING PERMIT OWNER TELEPHONE 894-2419 SO. FT. OCC. BUILDING VALUATION 16,524.010 MAIUNG ADDRE . OWNERS S 40-14 SPYGI ASS RD-, CHIM CA 95971 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is 16,524.00 ARCHITECTOR C ENIEJACKSON LICENSE NO. FilingFee $ 20.00 Permit Fee $ 180.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 117.00 BUILDINGADDRESS 4034 SPYGLASS RD., CHICO CA 99973 Energy Plan Checking Fee $ PERMIT FEE $ 317.00 LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 31 7.00 21.00 USEOFSTRUCTURE SF 11 Duplex ❑ Mobilehome ❑ Other SHOP/GARAGE SPECIFY_ Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONSTRUCTION OF SHOP / GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 800V I.E Main Service 200. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) t$I 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 f withcomply with those provisions. �y X ` Date t2�� (f tJ6' Signdture of Appl' t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDS. `3.5¢Fr. 32.13 INJOON-REOSI�T 11=1OUTLET CIRCUITS 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. B20 00 EX. OCCU OUTLET ORFDrrURES 0''00 Ex. Occup. GUT TS FIXED R °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 52.13 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Ucc cOVNrT. rPE TOTAL FEE $ 440.13 HA2. D. FEES IMP FLOOD COF PARCEL Y PD HD X ISS This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON provisions to do work paid. �. to ReceiptNo. 10S'2'W (308780) 440.13 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i . ••�.r�... � - �.:ti ,�-` .."'-�.--,:.•t.v��+�``ti-r.��•Jri+..}'`Y .Y'� ��'"ti."Y�r�i .f'y .�'•r`•" -- `'i..L.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' V 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 64t) / �^&'Al( ASSESSOR PARCEL NUMBER: 1/ 7' 6 7-6 5 Proposed Building Use: . 2+ -G Building Inspector: Date: /2 - L 7, 2 0 At time of permit applica 'on, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have,been submitted ------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 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. ------ rolt 1---------------------------------------------------------------------------------- �❑ 9 anufactured Hom d allation instructions including Tie Down Specifications .------------------ Fees of $ ------------------------------------------------------------------------------------- ❑ 1 Impact fee as shown on the attached schedule.---------------------------------------------_-�--------------- California Department of Forestry plan approval/fee§'. X ❑1 .Flood elevation certificate. --------=------------------------------------ Sanitation and plot plan approval 6&/ `'health Department. 5. City of Chico plumbing permit. ---------- ---------------------- El 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑ 26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- ❑29 433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ �OyO. Other: d aazgs. b 14 11 r..-rl When you issue the permit, process as follows ❑ Mail towner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: B Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: , , Date: B (Date) 1. Index permit application for the above items numbered: V !1n Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter,- by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di Sion counter, by Date: Plans reviewed by: Date: Plans approved by:Date: G Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: t?i Date: �O Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Not Plan Attached D� Floor Plan Attae • P,S Y'` -Sent to 8.0. E-h�j-,'6b 40,3 4- S U,S5 47—&76)-Ao°i n e r Locati 8 n AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well x Clearance for 4wetliftg. Other 6ora4y= w/fo, Cew;,w Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date a 'i 9ct-05-00 01:56P P.O1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING ILDING PMT. N OWNER: 140/ UL— -ll���i PHONE: MAIL ADDRESS: SITE ADDRESS: PROPOSED USE: J�-i o P PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION 0) CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: �_ No: 17. Will this building have a sink? Yes: �_ No: 18. Will this building have a water heater? Yes: ✓ No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building have?Y(s� GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: ✓ 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: V 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: V 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a Irving area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: / V CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: �_ No: 17. Will this building have a sink? Yes: �_ No: 18. Will this building have a water heater? Yes: ✓ No: 19. What type of floor covering will the building have? 20. What type of wall covering will the building have?Y(s� �OCt-05-00 01:56P P.02 i ADDITIONAL INFORMATION: 11 I hearby affirm under penalty of perjury the above irdromation is true and correct. t understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. /A &� 2q 41A OWNER'S SIGNATU E V DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: NOTES I1 - _ -- - - RESyDENTA + i 647-47-0`-0 00-0994 PERMIT NO. OWEN, & LAFFINS, RON U 3 SPYGLASS, CHICO NEW SINGLE FANI LY t N -pD"A'I"o Tv 0'4('qo I . OP`FI—CE CUMPYe� Address 7 GAS Meter By Date ELECTRICQ �'3-AV Meter By Date — — - - —j 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY . — USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature �� 4 p r� r `t 7 c e: i x r` t N -pD"A'I"o Tv 0'4('qo I . OP`FI—CE CUMPYe� Address 7 GAS Meter By Date ELECTRICQ �'3-AV Meter By Date — — - - —j 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY . — USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature �� P'4* Q_ � "41p� _VM"MFW' Raw mrflFr'Rl� ..... ..... ....... COUNTY OF BUTTE BUILDING DIVISION ISEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-275.1. 7 County Center Drive • Oroville, CA - (530)538-7541 CORRECTION NOTICE OWNER PERMIT NO. A A routine inspection ind' ates that the following violations of butte county Ordinances exist at the above address inspection be corrected. Please notice this office when correction of work is I you v completed. If you ve any questions pertaining to this matter, or need additional explanation, 'tt . office immediately. please contact th' office immediately. t t? /:r Lbile e - A T F1 - > \ f'�- p5 qq y INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DMSION, OROVILLE FROM: C �a 1CQ1. , ENVIR. HEALTH, CHICO DATE: 7-31-00 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Our s _SEPTIC: WELL: AP#: 47- 67o- o& r ADDRESS/LOCATION: ZeT Comments: OtJme�osMeksa6otd = o1 •• ,O = Not OK = = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except e's Zoning Requirements -Setbacks -Easements _ 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect 12. 8. Utility Clearance 11. Light Niche Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 r - i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft'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 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels r - i i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ' i 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GF] 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1 7. Elec.; Bonding; 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 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 r - i i ' i w V = OK (L= Not,M = Not Applicable = Not Ready RESIDENTIAL (; Date Vnderfloor (Plans) OK except #'s angers -Post Caps -Anchors -Connectors o mg -Setbacks -Easements -Food -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Br .- russ- ht' - tg., Main; Soils-Elec. Grn /%'t -/" Ft Depth 3.(F . Garage; Soils-Steel-Elec. Grn - 'U Fig. Depth c Acces ze mex Protection-Dra ns. Baffles Wind r Exitin oors-Sill Ht. &Dimensions g., Porches & Decks; Soils -Steel-/ / Fig. Depth 5. St walls, Main; Steel-Blockouts-Wrapped rop Line Firewall & Openings t walls, Garage; Steel-Blockouts-Wrapped 0 6 of owns and Special Anchors 7t,sorab, Steel -Wrapped B. Pipr<-Fireplace Ftg.-Steel Sidin -Nailing Veneer W.V.;.Fall- Fitting -Test -2 Way C/O -Sewer Test 10. OF as Pipe; Size Anchors - Yard Gas Piping; Size Test A�Aater Pipe; Test -Anchors -Regulator -Service Test )2_6leeHie-ijndergrou nd 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date r 1„_Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s `~ at1 Htr.; Vent -Access -Combustion Air Baffle ate p Test & Anchor -Nail Protection 1 . W.V., est Fittings & Anchor -Nail Protection 20. S er Pan; Test, First Floor -Tub Access &L / u & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 G✓6ate Card B-1 Date EL CTRICAL (Permit) OK except #'s 2 ixture & Transformer Clearance -Ins. Protection EA,offTe_QAq'e'cevtacles Spacing -Lights & Switches at Doors 5 ize '& No. of Conductors Stapled 2 ex Installed Close to Edge of Studs & C.J. . Equi round made up w/Mach Fasteners -Bond Gas & Water 26--I'Appjonce Circuits in Kitchen & Conductor Size GFI fe -Wire Size/ / ga. Cu or AI-A.C. Wire Size / / gja Cu or AI 3 ange Circle / / g Cu Oven Circ. /$1 / gCCAr At Insulated Neutral • es I] No 33c -6e onductors & Ground Main Disconnect qui . Clearances Panels-Motors-Mech. Equip. lot 's Closet Light -Shower Light -Spa Light moke Detector Date &YMel Card B-1 --Z�k/ Date Card B-1 Date Card B-1 Y Date Card B-1 Date MEQHANICAL (Permit) OK except #'s Q5/A.0 ucts Insulation & Support ent an, Exhaust above insulation dens e'Drain & Overflow, Size & Grade Fu ce-Vent Access -Comb. Air -Return Air Vent 115 outlet lle'Altic Access & Platform if Furnace in Attic Date LY/ Card B-1� /bate Card B-1 DateCard B-1 Date Card B-1 Date FRAMING (Permiif) OK except #'s Sits oper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound 2 ing Walls over Girders & Floor Nailing 0.6 'Stop in Wa rat pro f F' Stops, Furred Ceilin - hasers-Tubs Headers & Beams -Si Bearino Tingle & Duplex) Date FRAMING (Continued) , angers -Post Caps -Anchors -Connectors (40 Cling. Joist-Rftr. Ties- Purlin-Roll Br .- russ- ht' - Fire ace Ties or Type A Flue -Fireplace Th Kat Cie--arancay tj�Kqw' c Acces ze mex Protection-Dra ns. Baffles Wind r Exitin oors-Sill Ht. &Dimensions rage Fire Protection Framing 2 rop Line Firewall & Openings Doors -One T -Check Garage 3rd Story, 2 Exits ;.Alidf�i-Headroom- Rise- Run- Landing- Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidin -Nailing Veneer 7 ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 . lazing Area -Gla rot ' n -Skylights -Plastic r r alls; Nail f Bl -ace Interior/Exterior Wall Panels 1. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 1 Date Date Card B-1 DVA Card B-1 Card B- Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings 4. S oke Detector Furna a Vents -clearance -Comb, Air -Connector - In arage; Above Floor -Ducts -Mach. Protection 6. edroom Exiting & Bath Fixtures & Tub Access -Spa Elec. rim & Subpanel, Breaker Sizes & Labels irs & Rails W�V' F replace or Stove, Clearance -Hearth 1 EleL Outlets at Wood Panel, Int. & Ext. 2. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter Vldpldge Fire Door; Swing -Landing -Closure . A.C. Duct in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location V41%c. Receptacles in Garage (F.F.I.)-Romex Protection rig. Insulation -Foam -Looked in Attic uar ails & Deck Construction -Post Caps 81( Fd Bents & Crawl Hole Door Drainage & Wood -Earth arance Looked under or I] Yes o wing Instld./Drive 0 es Q No/Walks es 0 No/Planters 0 Yes ;A cco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 5. Yots Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xt for Elec. Trim, G.F.I. Receptacle -Underground ntilation Throughout House W. ss Protection q)F(egfio'ns from Previous Inspections Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval 3. 4neray Compliance. Certificate -Other Certificates Address Posted Date,n;�� 6/1 Card B-" V Date Card B-1 Date �(/( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I � 1 ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cou4 Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) • -16 APPLICATION AND PERMIT 60 -eqqq ASSESSOR PARCEL NUMBER UWZONING 047-070- 5R-1 BUILDING PERMIT OWNER MARK D Owen/RON J Laffins TELEPHONE 896-0915 SO. FT. OCC. BUILDING VALUATION 2992 161,568.00 OWNERS MAILING ADDRESS 82 Fairway Dr., Chico CA 95928 381 4,953.00 CONTRACTOR'S NAME Mark D Owen TELEPHONE A-96 091-5- O (J U O 838 T7 15 , 084.00 CONTRACTORS MAULING ADDRESS 3783 Keefer Rd., Chico CA 95973 CONSTRUCTION LENDER Fireplace 1,500.00 LENDERS MAILING ADDRESS Total Valuation $ 183,105.00 ARCHITECT OR ENGINEER Janice Lee LICENSE NO. Filen F@@ $ 20.0 Permit Fee $ 933.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 315 Wall St Suite A Plan Checking Fee $ 606.78 BUILDING ADDRESS 4034 Spyglass Rd Energy Plan Checking Fee $ 46.00 PERMIT FEE $ 1,606.28 LOT NO. SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF XX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 91.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:Mobile 4R�ed�sem Single Family "Landscape" Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service .OA OR LESS 23.00 9,1 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 Pusiness and Professions Code, and my license is infU force and effect. ) ®S , License Class Lic. No.LEI OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation la(one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �- Date S-�' Signature of Applicant - O Owner .® Contractor ❑ Agent An OSHA permit is required for excavations over '0 deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADONS. ( & ACC. BLDS. 3.5¢'T. CONST. MULTI -CIRCLET CIRUITS @7.50 a OWEL ING E a T IC R. 20 @ 1.O0 Ex. Occup.OUTLET OR FIXTURES BAL @ .50 NIS Ex. Occup. ovrEiE s RESID.OFR-A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 177.05 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 6 50 Ventilation PERMIT FEE $ 124.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3/U CONST. TYPE VN TOTAL FEE $ 2,139.83 HAZ. FEES MP OOD C F ARCEL HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Vate �Cfi lot)- PERMIT EXPIRES ON d efe R cel tNo. tLI qZq 7 a7 9 WHITE-D.D.S.-B.D. CA ARY-ASSESSO K -INSPECTOR GOLDENROD -APPLICANT COUNT' OF BU)"I`f '-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-754)�� off PERMIT APPLICAT��ATA SHEET % 1 OWNER: 1 9!e2,&_A l we J ASSESSOR PARCEL NUMBER Proposed Building Use: AK jydA- r464 Building Inspector: At time of permit application, I was advised the following data must be submitted pt r $" ermit processing andQ issuance: j f�( � DrAteReserved GOBy ❑ 1. Allfitems have been submitted.---------------------------------�------------------------------ J Z. -Plot-plans, 3/4 sets, signed by the preparer ofplans.------� -- -- ------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------- 04. =---------- - -- - ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- El 5. Engineered truss details and layout in duplicate ! `i(required prior to plan review) No faxes! ----------------- 0&, F 06. Energy Design Compliance and suppoitiing?d�bmentation-----------------1,-11--1- -------------------------------- �(p ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ardourMaterial Form.------------------------------------------------------------------------------------------ •• (99.1 anufactured Home data and installation mstrucii 33S in hiding Tie, wn Specifications.----------------- f ees of $ - -- ----------- -- - --'-t------------------------------------�•t C CJ -Impact fees as shown on the attached schedule.---------gf�- ---- t- - --1 ---- ----� rp - DCJ-S `j012. California Department of Forestry plan approval/fees. ---X A- - �1--�f ��- f , /') 'u","%"'' ❑ Flood elevation certificate.---------------------------------------------------------- ------ Sanitation and plot plan approval CN/ d J Health Department. 21Ls f----------------------- �� _�-� a - 1 ❑ 15. Ci f Chico plumbing permit.---------------------------------------------------------------------------------- ❑ lot plan and business license approval fro the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: -------------------------- . t Land Development about 9 Improvements, ❑ Drainage, gal Parcel. ----------------------- t 1 i 0(�l 9 Encroachment Permit for driveway (construction approval prior to occupancy). ------- 02g. I re -inspection for required.. Request to Building Inspector on _ _ 1' -, (Da 6)�� 021. Contractor's license information. (Number, Name Style, Classification). ----- ==----------------------------� (i ❑22. Workers' Compensation carrier and policy number. -----------------------------------------------------------1 ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- �tter ofsignature authorization. --------------------------------------------------------------- ❑26: rded copy of Agricultural Acknowledgment Statement. ------------------- ------------------------------- / Letter of intent on building use.----------------------------------------------------,----,------------------------ A 7,0 1127. Manufactured Home utility clearance.----------------------------------------------------------- Cfq W> -~ ❑28. xisting violations and/or expired permits. ---------------------------------------------------- ---------------- 433 --------- YV433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ -Plebe J 1130. Other: Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone B 56 9i and hold forcku p� ip at CIff"O office. ❑liver with inspector. Applicant . &/C Date: De Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:_ Da> �i,A �'��►` NJ S— V i v 1. Index permit application for the above items numbered:C / � , % t'U , I n, El 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 databy ❑ phone, ❑ mail, ❑ Building Divi ' n counter, by Date: Plans reviewed by: I Date: Plans approved by: Date: (g 5--&'0— Sets of plans on hold in 0 Plan Cabinet, 13 A.P. folder. Note transfer by: Date: ' — E.H. USE ONLY Plot Plan Artached e— "�_ Floor Plan Attachedg_cr Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance oeuer, L.of 57 S -- el7— 670 -069 Owner Loc tion AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well x Clearance for g. Other Hold final for: Sem �;-- Final clearance O.K. for: NOTE: G. /0o e4 Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 Q� SCHEDULE OF FEES DUE OWNER fowl- v PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ G -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ...... F1 DOL DISTRICT FEES C S at District Office) /174,/ f'V ,aW .V- 3—SRERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ $60 — 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. 5. :CE:::ITO ON DISTRICT FEES (paid at District Office) . DRAINAGE DISTRICT FEES P40.00 (paid at Building Division) Sk�_SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) 00.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # Y2- 67- 0"? DATE 5` - B - -2 000 RECEIPT # DATE REC c - 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. JAPPLICANT AK 6 aw'6- DATE - J L v 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) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per l� Building) %� School District D 4 `^ ! ' e� �U 10 Building Department No. A.P. Number D `i / —0 70 ]Q rtJuris%diction: City County Property Owner �� /. owl A , Property Location/Address L JC461 aztEa—ed. Subdivision "' "� wJ;�/ �t,�%� Lot No. 57 .................................................................................................................... 12, 9 q z Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # foundation inspection)` ' Commercial/Industrial New Additiontq Sq. Footage (Including Exterior Roofed Areas) -5-1/5,490 Date Irnoor rians reviewea oy acnooi vislnci rersonneq District Identification No. ci<�n .�� g % O,. 110 School District certifies that �(A p p L(�Ati ) Qv. (Street Addie: (City) has complied with the requirements of Resolution No. representing a99R square feet. School District Representative Paid by Check # Remarks: (State) (Phone Number) (Zip 7Vig. j,� by payment of $ _S �!-*2 $� r AB 2926 $ FULL MITIGATION, S �J Leo Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the Disirict, 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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 6�: -0 Ar r - BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT r � �,y a Assessor Parcel Number (s) a�7 (0 /V -Ut 9 (J(,, Property Owner MaoL Project Location/Address t3 qla,,�4_ 1-5�9: Subdivision e_hLot Number(s) .52 Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential e Itl-i' %, k ,t yt i ► Total Number nffDwelling Vnit- � 4 Comment: M Buildin De tment Rep ese tative Date �ryr�r�rrr�rx�r�rx�r�r�r�r�r�r*�rvr�rvr�r�r�r�r�r,�rt�rxvr�r�r�r�c�r�r�r,trrrrir�r�rw��r�rx�r�r�r�r�r�c�r�rvr*x�rvr�rx�r�r�r�r�r***kir Chico Area Recreation and Park District (CARD) certifies that aws Applicant Name) (Phone Number (Street Address) City 73 (State) f (Zip Code) has complied with, theirequiremFnts�of �utte Co. Resolution'?No. 90.140 by ..r payment for dwelling units @ $1,189 for total payment of $ k.0"r N &I 4Vd" A Representative PAID BY CHECK NO. 0205 REMARKS: BANK NO. ��_!D� PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) �/(, /&o - lbatef Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 06/06/00 1:2&OH 0014#9540 CHECK, $1189.00 0 AND WHEN RECORDED MAIL TO: 2 0 0 0— 0 0 921 1 1 1 1 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ^ �� Recorded Official Records County BUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:34AM 08 -Jun -2000 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 7.00 COPIES 1.00 Myles Page 1 of 1 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: % 1" S� .� QS Show✓ O� � a'i CCY'iGii•� Mr?j� Pv�il� �/'d, "Php�nt ���� Sa/o1UiSiG✓1 (Avo-'- Z) Phase 3," Ljk�cll Mct'4 wos ('ecorctpq i 'A 0 A ce, o-` �-Jv' 2QCdrdw o`R `Ap- Cou.+�.`1'� o -P A�tff,, � '�► O� eo,�I �iGI on nua� i 13, Z 000 , ; A/ ( 00/< ) W 9 o P Alps IA't Page (s) Z Y Z 9, G no( 30. Date 6 - 6 " ZDOQ PROPERTY OWNERS: State of California ) County of ) On _h i.00(�' Q, 2.000 before me, personally appeared MRS he b, 0 &J /:'A_) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature �4ezmg� XZ riLt,1 Seal: ("'-t -1 6 Z U- b ce C) A.P. # 007 6,�7D 0f 4 ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: 00-6971-1 Genera/Informab%on Owners Name: O 1W Ej,) Owners Address: g Z -PA 1 fz z12 I-4 1 Co ,CA Building Site Address: ProoertYInformation Date: & LL Q. AP#•og77- 16 —.6�� Parcel Acreage: 0, (�`Z A C L(7 H 03 Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ED SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: �— 1 Front so Date of Zoning Ordinance:'—Z. — General Plan: _AE Development Agreement: Use Permit: 0 Variance: Parcel Is In: Land Conservation Agreement gi No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area SNo ❑ Yes Specific Plan ❑ No Yes Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain No ❑ Yes Zone: x_ Panel Number: ��ZO Watershed Protection Zone &.No ❑ Yes. Proposed Use Complies With: General Plan Zoning Proposed 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 Drainage Improvements Required: ❑ No ❑ Yes--, Applicable Setbacks: ❑ Other 71 Other ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front so Side 0 Side � � �'' Rear s�eet v Height / Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Permit clearaece Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Pian (Corn/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No Deed Reference: Legal Access Required: ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: [--]NO ❑Yes Comments: - LaaaJnI I) &- U VQ IT f�- IS Map Date of Recording: )—IS- WD Lot: S-7 Block: Book:_ 'l ) Pagec�� �J =onditions That Must be Met Prior to Issuance of Permit: ❑ 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 Apprication/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 anent EHD requirements. ❑ Other :eneral Comments: 4 CPQ,:{ a lw.e�¢ � M4iz-r#A-- - - - i -?../"o �on LU QS1 c =a "• or gwgl��l .. '~ 11 gat AiNO jjs a d0i: r K, N12o 1,� 'ice z �� r�aozFU0l� d . �r7 20-. '9._ - + E C g .01 a R LONGFELLOW LUMBER CO., INC. DAM AMOUNT 10371 O � 7 1 Quality Muss Design • Roof & Floor Sg5tems 89 Loren Avenue • Chico, CA 99928-7434 (530) 893-0112 • Fax (S30) 893-0140 90-3504/12 It i T iT 300d, Tr! Cotn tie8 Bank 't'0 10 3 7:n' 1: b 2 i b 3 504 5l: 0010,36099jj@ OVTO 668 oss: Xd3 *00 2138WM M03n330NOT Q I 5Z: 5T 00, 90/ZT £90' ON ' 30I3 CERTIFICATION OF INSULATION ADDRESS OR TRACT �- bv\) cy-) Ylc�D SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER OCF SACRAMENTO INSULATION CONTRACTORS LOT M� P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 Dg, 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.O. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED ' THICKNESS WEIGHT PER INSTALLED THICKNESS SQUARE FOOT 4`2 coe" 405) KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R•VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT I W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE -INSULATIONTRACTO TITLE DATE/ -� MANAGER V/ SIGNATURE -GENERAL CO R TITLE DATE ((// REMARKS SIC -303 BUILDERCOPY IL 77NMN�� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submitral this form is not complete, as to all correction items, we will not be able to accept your re -submittal for re -view. There must be a v response to every item requested in our pian correction letter. "By others" is not considered a valid response.- please indicate � response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUP. PLAm RMEW LETrEP. AND R.ETllRN wrm REMEO AN® OKC PLAP85 OWNERS NAME _ DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER D Y7 —(a 70 -- 01� 0() RESPONSE FOR PLAN CHECK LETTER DATED: Iff �-�✓ an Low G ig PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: )` S z d%% ff'/ �U vh�t e COMMENTS: GOWe- 5 �--" 17 ►4�1�� J��h �� ��'Fec� PLAN CHECK rTEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Z SLI2 �=`rC A&C� Tp A944 rdCm -?- /'Z cJ 611 S 7-C . PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 5 S C-�T �} COMMENTS: e )a A 3 e 4 r - CHECK ITEM # MENTS: SE BY: LOCATION ON P PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: May 23, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Mark Owen 8783 Keefer Road Chico, CA 95973 e)o 9� Re: Building Permit Number - 0 O -1,6 QAssessor's Parcel Number:-047--IM-01 / Dear Mr. Owen: 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: Provide shear transfer details for typical eave, gable end and interior shear wall /connections. A. Provide gravity calculations addressing the 6851 Ib. and 5712 Ib. reactions from /truss C4. Provide columns and footings as necessary. �3 Provide beam design calculations for the garage door headers. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on May 15, 2000. 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, 6L � Philo Hunt, P.E. Plan Check Engineer cc: � Charles Roberts May 15, 2000 Mark Owen 8783 Keefer Rd. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-019pt Building Permit Number: 00-0998 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your school and park fee form. Pay any required fees at the district offices and return yellow copy of forms to the building division. l2 Have trusses been sized for mechanical loads? �3 Engineer of record is to review and approve trusses per his lateral design. Interior braced wall panels have ,not been provided with a foundation for specific attachment of panels. Detail correct locations and call out attachment on the plans. if-waAw r - No 1290 5. Plan shows additional skylights not detailed in energy calcs. Either eliminatefTnm plan or revise calcs. Provide manufacturer's specifications for AC unit with SEER of 12 and for gas fireplace. Truss C1, C2, and C3 are shown at two locations on the truss layout. These trusses have different spans. Provide additional trusses for the garage. Parcel is located in area with highly expansive soils. Provide a soils test with the index rating of the soil. A rating over 19 will require that the foundation be designed by an engineer. Land development and Planning Department reviews have not been conducted at this time. I will contact you regarding any additional requirements from these departments when review is received by me. Plan is in line up for structural review. Our engineer will contact you when this review is complete. Enclosed with this letter is a new plan review response form. Please wail until all reviews are complete them respond ach item. Both structural and non-striZ'fural review must be done when plans are resubmitted (if appropriate) and review is done in the order received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Janice Lee PRWtCT PROCESSING RFrORD APPLICANT: OWNER: PERMrr A. P. #: WORK DESCRIM DATE pESCRIMON OF STEP A(ng -5-f-C e a c-, Ito, no :�jw a -m 'o • • ..RESIDENTIAL-- PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Ow ee) Building Permit Number: 00 =0 9a r Plans Examiner: m U A. P. Number: —& �70 —0 (9 Pt - GENERAL: ::.. • ._ :. . 1. ' Zoning requirements — (number of permitted living units)../ - 2. Building permit valuation. Ck7IO r, 3. • Plans signed.by the,designer. 4. , Proper description of work. on the application. 5.• Existing violations on the property. 6' Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). l 7 FAU & FAS road setback. Building or utilities across"lot lines (record form). FLOOR PLAIN: 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). 4'max d6oV Egress windows (Uniform Building Code section 310.4). i Skylights (Uniform Building Code section 2409 & 2603.7). tea:' Glazing in Hazardous locations (Uniform Building Code section 2406). ' le 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). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage fireN mll separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ,1-Y. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Z. 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 F/%. STRUCTURAL DETAILS: OConventional construction - Unu�suall�shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineere ded sign (Uniform Building Code sedtion 2320.11.3). Clerestory requiring alloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. 'Floor construction details complete enough to construct building. 7. , Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. �r 9. Rafter ties or bearing ridge beam. , 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). IL�,� ,_,-Stud heights. r xpansive soil - special foundation design required. rn�� C&k-. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. (gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). ! 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). J� "Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). /0 Roof coveriug*t}ype - (fire hazard). /K Foaim. insulation -protection. 6" 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). X-- Attic access and ventilation (Uniform Building Code section 1505). ,1 Combustion air for fuel burning appliances - LPG requirements. k3`.- Sound requirements. 14. Energy design.compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. 7' uilding Permit requirements: �ti1G✓� c5 17.1. 17.2. 6E� 1 Z ood elevation certificate. �j �P i�2��� 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 • jr�f�ii t� .�t i��SI 315 WALL STREET; SMITE 4A CHICO CA 95926 r PHONL 4 FAX: 530-892-1937 95- 5I -o0 -I*z" 047 - 470 -U I �� Ff �- # � o -0qTg�i' lor CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Owen Residence Date..05/17/00 15:33:56 Project Address........ Lot 57, Pheasant Landing ******* Chico *v5.10* 00"0 Documentation Author... Marty Runnells ******* BuWkco-1 g. Permit Energy Calculation Services Icl__ 00 1907 Mangrove Avenue, Suite E P n C ecc 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 -00125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... 2988 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Cardinal - N,E,S,W Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 22.8 % of floor area Average Glazing U -value.... 0.53 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.4 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-15 R-0 R-15 0.055 PLAN FRONT, LEFT RIGHT Wall n/a R-15 R-n/a R-15 0.081 KNEE WALL, BACK TO GARAGE Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC 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 Fins Window Front (N) 3.0 0.520 0.650 Standard Standard Yes Window Front (N) 25.0 0.520 0.650 Standard Standard Yes Window Front (N) 40.0 0.550 0.650 Standard Standard Yes Window Front (N) 24.0 0.520 0.650 Standard Standard Yes Window Front (N) 25.0 0.520 0.650 Standard Standard Yes Window Left (E) 48.0 0.520 0.650 Standard Standard None Window Left (E) 25.0 0.520 0.650 0.670 Standard Standard Standarsd ���� Standard 7fi Yes Yes Window Left (E) 10.0 0.510 Y rg ger Door Left (E) 42.0 0.550 0.650 Standard Stan�d'ard yVr� r Yes Window Left (E) 12.0 0.510 0.670 Standard StandarQ,0, t1Y%es Window Left (E) 25.0 0.520 0.650 Standard Standard Standard F�O� ' � . Standa= dam Yes lyas Window Left (E) 10.0 0.510 0.670 U� t' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title ............ ..The Owen -Residence nnf-o niz i, -, inn , ff . n- , -. MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal FENESTRATION //VG ©FP � ,gip '�'`;. w Area U- Interior. Exterior Over- hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Left (E) 24.0 0.520 0.650 Standard Standard None Window Left (E) 48.0 0.520 0.650 Standard Standard None Window Back (S) 40.0 0.550 0.650 Standard Standard Yes Window Back (S) 12.0 0.510 0.670 Standard Standard Yes Window Back (S) 22.5 0.520 0.650 Standard Standard None Window Back (S) 20.0 0.520 0.650 Standard Standard Yes Window Back (S) 10.0 0.520 0.650 Standard Standard Yes Window Right (W) 9.0 0.520 0.650 Standard Standard None Window Right (W) 22.5 0.520 0.650 Standard Standard None Window Right (W) 7.5 0.510 0.670 Standard Standard None Window Right (W) 25.0 0.520 0.650 Standard Standard Yes Window Right (W) 10.0 0.510 0.670 Standard Standard Yes Door Right (W) 49.0 0.550 0.650 Standard Standard Yes Window Right (W) 10.0 0.510 0.670'Standard Standard Yes Window Right (W) 25.0 0.520 0.650 Standard Standard Yes Window Right (W) 10.0 0.510 0.670 Standard Standard Yes Window Right (W) 27.0 0.520 0.650 Standard Standard None Window Right (W) 9.0 0.510 0.670 Standard Standard None Skylight Horz 4.0 0.940 0.730 None None None Skylight Horz 4.0 0.940 0.730 None None None Skylight Horz 4.0 0.940 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback AirCond 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 2 .62 40 R- n/a //VG ©FP � ,gip '�'`;. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.........: The Owen Residence Date..05/17/00 15:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should, -be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS 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.... Name.... Marty Runnells Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... Phone... 530-894-8466 License. Signed.. Signed.. ate) (Cidte) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project,Title........... The Owen Residence Date..05/17/00 15.:,33:56 ******* Project Address........ Lot 57, Pheasant Landing 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 -00125S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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- 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. iNG ®ve 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 0.30, water vapor transmission rate no greater than 2.0 perm/inch. NA 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(g): 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. iNG ®ve MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title .......... t�Jhe Owen Residence Date..05/17/00 15,.:33:56 MICROPASS v5.10 File -00125S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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(1): 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 ICBO 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). 'Ro v MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project.. Title....... _.,The .Owen Residence D.,.Ate..05/17/00•x-1,5,x;=33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal LIGHTING MEASURES 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. Design- ;Enforce er ment 'Olt COMPUTER METHOD SUMMARY Page 1 C -2R Project Title ............ Thev,Owen Residence s„ .Date.... 05/17/00 15:33:56 Project Address Lot 57 Pheas t L d' ******* -•••••.. an an ing 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........... 11s Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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.. 2988 sf Single Family Detached New Cardinal - N,E,S,W 1 ReducedYear Mflt;�� �^ C Slab On Grade MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 21.15 19.63 1.52 Space Cooling.......... 13.39 14.03 -0.64 Water Heating.......... 9.54 10.09 -0.55 North Total 44.08 43.75 0.33 Space Heating.......... 21.15 18.83 2.32 Space Cooling.......... 13.39 13.05 0.34 Water Heating.......... 9.54 10.09 -0.55 East Total 44.08 41.97 2.11 Space Heating.......... 21.15 19.44 1.71 Space Cooling.......... 13.39 14.42 -1.03 Water Heating.......... 9.54 10.09 -0.55 South Total 44.08 43.95 0.13 Space Heating.......... 21.15 19.94 1.21 Space Cooling.......... 13.39 12.51 0.88 Water Heating.......... 9.54 10.09 -0.55 West Total 44.08 42.54 1.54 *** 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.. 2988 sf Single Family Detached New Cardinal - N,E,S,W 1 ReducedYear Mflt;�� �^ C Slab On Grade COMPUTER METHOD SUMMARY Page 2 C -2R Project.Title.._........ The Owen Residence natA nr,/1�7/nn 1C.�'].CC MICROPAS5 v5.10 File -001255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal Zone Type HOUSE Residence Conditioned Volume......... 28026 cf Slab -On -Grade Area......... 2988 sf Glazing Percentage......... 22.8 0 of floor area Average Glazing U -value.... 0.53 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit 2988 28026 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 1076 0.055 15 0 90 Yes WALL.R15.R5 PLAN FRONT 2 Wall 42 0.081 15 0 90 Yes None KNEE WALL 3 Wall 368 0.055 15 90 90 Yes WALL.R15.R5 LEFT 4 Wall 701 0.081 15 180 90 Yes None BACK 5 Wall 86 0.081 15 180 90 No None TO GARAGE 6 Wall 42 0.081 15 180 90 Yes None KNEE WALL 7 Door 18 0.330 0 180 90 No None TO GARAGE 8 Wall 354 0.055 15 270 90 Yes WALL.R15.R5 RIGHT 9 Wall 54 0.081 15 270 90 Yes None KNEE WALL 10 Roof 2986 0.025 38 n/a 0 Yes None TO ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 11 S1abEdge 363 0.760 R-0 No TO EXTERIOR 12 SlabEdge 12 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 3.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 25.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 40.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 24.0 0.520 0.650 0 90 Standard/0?'(76� Standard/0.68 5 Window Front (N) 25.0 0.520 0.650 0 90 Standa:7rd-/0.76 �St'andard/0.68 6 Window Left (E) 48.0 0.520 0.650 90 90 Standard%O0l,�7'& Standard/0.68 7 Window Left (E) 25.0 0.520 0.650 90 90 Standar0 . X16 ClStandard/0.68 8 Window Left (E) 10.0 0.510 0.670 90 90 Standalty'.=.7,6 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Dyn-iart- Title.......... The Owen Residence Date..05/17/00 15:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 9 Door Left (E) 42.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 10 Window Left (E) 12.0 0.510 0.670 90 90 Standard/0.76 Standard/0.68 11 Window Left (E) 25.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 12 Window Left (E) 10.0 0.510 0.670 90 90 Standard/0.76 Standard/0.68 13 Window Left (E) 24.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 14 Window Left (E) 48.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 15 Window Back (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 16 Window Back (S) 12.0 0.510 0.670 180 90 Standard/0.76 Standard/0.68 17 Window Back (S) 22.5 0.520 0.650 180 90 Standard/0.76 Standard/0.68 18 Window Back (S) 20.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 19 Window Back (S) 10.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 20 Window Right (W) 9.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 21 Window Right (W) 22.5 0.520 0.650 270 90 Standard/0.76 Standard/0.68 22 Window Right (W) 7.5 0.510 0.670 270 90 Standard/0.76 Standard/0.68 23 Window Right (W) 25.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 24 Window Right (W) 10.0 0.510 0.670 270 90 Standard/0.76 Standard/0.68 25 Door Right (W) 49.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 26 Window Right (W) 10.0 0.510 0.670 270 90 Standard/0.76 Standard/0.68 27 Window Right (W) 25.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 28 Window Right (W) 10.0 0.510 0.670 270 90 Standard/0.76 Standard/0.68 29 Window Right (W) 27.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 30 Window Right (W) 9.0 0.510 0.670 270 90 Standard/0.76 Standard/0.68 31 Skylight Horz 4.0 0.940 0.730 0 0 None/1 None/1 32 Skylight Horz 4.0 0.940 0.730 0 0 None/1 None/1 33 Skylight Horz 4.0 0.940 0.730 0 0 None/1 None/1 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 1 Window 3.0 n/a 1 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 25.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 40.0 6 6.67 25 3 3 .67 n/a n/a n/a .67 25 3 4 Window 24.0 n/a 6 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 25.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 25.0 n/a 5 9.5 3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.0 n/a 2 9.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 42.0 n/a 7 9.5 3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 n/a 2 9.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 25.0 n/a 5 9.5 3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.0 n/a 2 9.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 40.0 6 6.67 25 3 .67 3 .67 25 3 n/a n/a n/a a n/a n/a n/a n/a n>/ 16 Window 12.0 n/a 6 1.5 .5 „n/a n/a n/a 18 Window 20.0 n/a 4 1.5 .5 n/a n/a n/a n,/4 n/a` n/a n/a n/a 19 Window 10.0 n/a 4 1.5 . 5 n/a n/a n/a n/a`4' V a� , n/a n/a n/a 23 Window 25.0 n/a 4 8 3 n/a n/a n/a n/a n% n/a, n/a n/a 24 Window 10.0 n/a 2 8 1 n/a n/a n/a n/k-'j rji1a __ n/a-J� n/a n/a 25 Door 49.0 n/a 7 8 3 n/a n/a n/a n/a",4/a" p://a n/a V , COMPUTER METHOD SUMMARY Page 4 C -2R D,�r,;cnt T;r1P---------- The Owen Residence_. Date. .05/17/00 15:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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 26 Window 10.0 n/a 2 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 25.0 n/a 4 8 3 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 10.0 n/a 2 8 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 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE 0.800 AFUE Attic R-4.2 No No 0.737 Gas AirCond 12.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS 'R kms. wuly) 1� eg-r..JIVU DEPAR p� PV CONSTRUCTION ASSEMBLY Page 1 3R Project Title...:...... The Owen Residence :,: Date..05/17/00 15:33:56 MICROPAS5 v5.10 File -001255 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal Sketch Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R15.R5 Description .... Wall R-15 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 15 Hr-sf-F/Btu Framing LIST OF CONSTRUCTION COMPONENTS Material Name Description Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Cavity Frame R -Value R -Value O. FILM.EX Exterior air film: winter value t 0.17 1. STUCCO.0.88 -2- .0.17 0.17 2. R 5.0 RIGID R-5.0 Insulated Sheathing 5.00 5.00 3c. Sketch Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R15.R5 Description .... Wall R-15 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 15 Hr-sf-F/Btu Framing LIST OF CONSTRUCTION COMPONENTS Material Name Description Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Cavity Frame 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 5.0 RIGID R-5.0 Insulated Sheathing 5.00 5.00 3c. BATT.R15 R-15 batt insul (cavity = 3.5 in) 15.00 -- 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 21.48 9.94 FRAMING ADJUSTMENT CALCULATION Cavity Framing U -Value: (1 / 21.48 x 0.85) + (1 / 9.94 x 0.15) _ Total R -Value: 1 / 0.055 = Total 0.055 Btu/hr-sf-F 18.29 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Titl-e........... The Owen Residence. Date..05/17/00 15:33:56 ******* Project Address........ Lot 57, Pheasant Landing Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit if 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 -00125S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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....... 2988 sf 28026 cf Front Facing 0 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 (N) Sensible Load .................... 62018 46746 Latent Load ...................... n/a 9349 Minimum Total Load 62018 56096 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...... 23021 7147 Glazing Conduction ............... 15637 8727 Glazing Solar .................... n/a 18699 Infiltration ..................... 17722 5824 Internal Gain .................... n/a 2100 Ducts ............................ 5638 4250 Sensible Load .................... 62018 46746 Latent Load ...................... n/a 9349 Minimum Total Load 62018 56096 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. HVAC SIZING Page 2 HVAC Prn;P-c-t' Title:......... The -Owen Residence Date .05/17/00 15-:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. 2988 s•f. Volume ...................... 28026 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 23021 7147 Glazing Conduction ............... 15637 8727 Glazing Solar .................... n/a 14834 Infiltration ...................... 17722 5824 Internal Gain .................... n/a 2100 Ducts ............................ 5638 3863 Sensible Load .................... 62018 42495 Latent Load ...................... n/a 8499 Minimum Total Load 62018 50994 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. ccvv7� % G HVAC SIZING Page 3 HVAC Project Title.......... The Owen ResidenceDate:.05/17/00 15:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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....... 2988 sf 28026 cf Front Facing 180 deg (S) 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 Description Heating(Btuh) Opaque Conduction and Solar...... 23021 Glazing Conduction........ 15637 Glazing Solar...... n/a Infiltration ................ 17722 Internal Gain .................... n/a Ducts............................ 5638 Sensible Load .................... 62018 Latent Load ...................... n/a Cooling (Btuh) 7147 8727 18625 5824 2100 4242 46665 9333 Minimum Total Load 62018 55998 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. 4 'A 7E coup) v H f�✓ �s f � ��i � HVAC SIZING Page 4 HVAC Projec Tit.le........... The Owen Residence .05/17/00 15:33:56 MICROPAS5 v5.10 File -00125S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF Res. -Submittal 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....... Description 2988 sf- 28026 cf Front Facing 270 deg CH ICO 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 Heating (Btuh) Opaque Conduction and Solar...... 23021 Glazing Conduction ............... 15637 Glazing Solar .................... n/a Infiltration ..................... 17722 Internal Gain .................... n/a Ducts ............................ 5638 Sensible Load .................... 62018 Latent Load ...................... n/a Minimum Total Load 62018 50311 Cooling (Btuh) 7147 8727 14317 5824 2100 3811 41926 8385 (W) 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. MAY -23-2000 11:47 FROM: T0:916 532 4768 P . ow / ew .kI STRUCTURAL CALCULATIONS RCE Job #2000-043 for anice Lee Owen Residence Calculation Index: Page A • Gravity Loads i • Lateral Analysis Ll — U • Footing Analysis F l Revision Summary: cx '*4 These Calculations have Indicated property. The Incorporated on said pians. Initial Issue Changes were made to page F 1 after review of the tiim calculations. r* for )anice Lee for the above - of the calculations have been ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: ci@r-c-e.com at Website: http://www.r-c-e.com MAY -23-2800 11:48 FROM: TO:916 532 4768 P.a03'e03 Foot2000 ver. 1.0, Copyright O1999-2000 Spyder Software 5/19/00 11:53:50 AM F F) Company Info I Project Info R. C. E. (Project: project Owen Residence 336 Broadway; Suite 1 ILocation: street Chico, CA, 9592E I Phone: (530) 894-8801 (Client: client Janis Lee Fax: (530) 894-8805 (Job No.: job rummer 2000.043 E-mail: cj@r-c-e.com IFooting Io: South -East Corner Living Area FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type.......... ............................................ HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength,Fy........................................ 40.0 ksi Column Size ........................................................ 5.50 in. by 5.50 Gravity Only Soil Bearing Strength ..............................:.. 1.0 ksf Footing Width ...................................................... 2.00 ft. Footing Length ..................................................... 2.00 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 3.76 psi Beam Shear Stress .................................................. .36 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 ing Transverse Bottom Reinforcement Required for Strength .............. 00 in' Gravity Only Soil Bearing .......................................... .4 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) PDC, (ft -kips) M,2, (ft -kips) Dead Load 0.75 0.00 0.00 Live Load 0.15 0.00 0.00 d = 12.00" D W - 2.00' Cover = 13.00" Roberts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com ex Website: http://www.r-c-e.com Butte County Building Department 7 County Center Drive - Oroville, CA 95965 (530) 538-7541 RE: Owen Residence Lot 57 Spyglass Rd. Chico, CA To Whom It May Concern, Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. for the above residence. The layout and design are in agreement with our structural package. We found that the reactions seen in the truss calculation package were higher than we had expected in the initial design of the footing- located on page F I. The new loads have been added to this footing and it was re -designed. The footing stayed the same size and no changes need be made to the drawings. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts; PE APPLIED TESTING CONSULTANTS �*�- MATERIALS ENGINEERING April 10, 2000 Owens & Laffins 3783 Keefer Road Chico, CA 95973 Attn: Mr. Mark Owens TESTING AND INSPECTION We have completed an Expansion Index (El) "fest per the 1994 Uniform Building Code (UBC) Standard 18-2 on the underslab soil obtained from the building pad of Lot #57 at Pheasant Landing Subdivision in Chico, CA. It is our judgement that the sample obtained for testing is representative of the worst case for expansive soils on this Lot. The soil described above was sampled for expansion index testing. The test result was an EI = 10. The UBC classifies this soil as having a "Very Low" potential for expansion, The Butte County Building Department requires no recommendations for mitigating the effects of soil expansion if the El is less than 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the Opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, X::�44 Brad Forsythe Vice President Director of Operations 3060 Thomtres Drive, Ste.10 - Chico, CA 95973 , Telephone: (580) 891.5525 , Facelmlls: (530) 891-4243 To -d 2vzb I68 029 DNIlS31 a3I1ddO-310 W" b£:01 00-6I-At$w Aimr APPLIED TESTING CONSULTANTS M4TERIALS ENGIN , ERING TESTIN Expansion Index Test client: Owen & Leff ins Project: Owen & Laffins Spec. Home "Ano Q» soil description: Lig t Brown Sandy Clayey Silt :ample k=tion: Pheasant Landing, phase 11, Lot # 57 ®�U Sample taken by. g. Carter, ATC Depth of ompte; l` PG -1 Moisture determination cross wet wt: 415.9 Gross dry wt 375.6 Pan wt: 84.8 Net dry wt 290.8 Moisture Lose; 40.3 Molsture content: 13,946 Density determination VA of sells ring: 584.2 Tore of ring: 2001 Net compacted soil wt: 384.1 Dry Density, pct: 97.0 Saturation determination Volume of solids: 0,675 Volume of water: 0.215 Volume of air: 0:210 Degree of saturation: $0.6% Grose final wet vat: 478.1 Gross rinW dry wt: 395.3 Final moisture loss: 82.8 Final net dry wt: 310.5 Final moisture content 28.7% This test was pert Revlewed by: r 40C Date: 7 -Apr -00 Tech: S. Carter Expansion Index; 10 3060 Thomtrse Drtvo, Ste. 10 - Chleo, CA 95973 - Telephone; (630) 891-6625 • Facslmlle: (530) 891-4243 Z0 -d £bzb 168 029 DNIis31 Q3I-lddd-oit% W!i 9£:01 00-6T-A0W 11 Roberts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com Plan Check Comments Owen Residence - 8783 Keefer Road, Chico, CA 95973 1. Added shear transfer details to the plans. 2. Provided calculations for the truss C4. Footing and column were analyzed. See pages F2 and CI of the structural calculation package. 3. Provide calculations 'for the garage door header. See page B 1 of the structural calculationVackage. Charles J. Roberts, PE (530) 894-8801 STRUCTURAL CALCULATIONS RCE Job #2000-043 for Janice Lee Owenn Residence Calculation Index: Page # • Gravity Loads 1 • Lateral Analysis LI - L7 • Footing Analysis F 1 Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for Janice Lee for the above - indicated property. The results -of the calculations have been incorporated on said plans. _ (-I^ ©9 7r BUTTE CC,3UN T )ILDING- DEPARTM 4r)DP V ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 9 - (530) 894-8801 E-mail: cj@r-c-e.com ex Website: http://www.r-c-e.com 04/10/00 - Owen Residence - R.C.E. job 2000-043 Pg. 1 Gravity Loads: Roof Dead Load 5/8" CDX Ply. 1.8 psf Slope = Roof Trusses or Stick Framing 5.0 psf 8 Comp Roof 5.0 psf to Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 2.7 psf Total (sloped) 18.3 psf Total horiz 22.0 psf Total axial .-,10.2 sf Roof Live Load 11construction 16.0 psf Wall Dead .Load 3/8" Ply 1.5 psf Stucco .10.0 psf 2x6 Framing @ 16" o.c.. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.6 psf . Total 19.0 psf ;),ODO.Dy3 I P. (/C?'/ r Linc A)6 3 �} . O^f 'hG►- �wG ��s �tPP acs r -� r?'tcG I u lJ G 05/02/00 - Lateral Analysis - Owen Residence - R.C.E. job 2000-043 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW rll W IWR nWR OI R nPR p= p= P= P= P= P= a - Wind Speed: 75 mph ✓ MA 111" 5&%m U46A RIM Us C S �MULAM"IMSSSSIS s . 6 Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' a - nd Loading @ Roof Wind Speed: 75 mph ✓ Exposure: C where; Wall Lines A- B, C -E Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce = 1.23 @ 25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall C nd Loading @ Roof Tributary Normal Cq = 0.3 (IWR) Inward @Windward Roo Wall Lines A- B, C -E Cq = 0.9 (OWR) Outward @ Windward Roof Force Cq = 0.7 (OLR) Outward @ Leeward Roof feet @ 12.2 psf = 55 lbs. (IWW) Cq = 0.7 (OPR) Outward @ Parallel.To Ridge 13.0 feet 0.00 feet @ 13.0 psf = qs = 14.4 psf @ 15 to 20' Uplift Pressure = 10.7 psf 4.50 I = 1.00 Importance Factor _ 34 lbs. (OLW) @ 0 to 15' Roof Slope = 5 Rise to 12 Horiz.. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Wall Lines B -C, 3-4 @ 0 to 15' Area Pressure 7.00 Force 10.7 psf = 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' Mean Roof Height = 17.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 11.0 psf 4.50 feet @ 7.8 psf = 35 lbs. (OLW) @ 15 to 20' Wall Lines 1- 2 @Ridge 12.50 feet @ 4.7 psf = Pressure 59 lbs. (IWR) @ 15 to 20' 12.50 feet @ 11.0 psf = 4.00 137 lbs. (OLR) @ 15 to 20' 12.2 psf = 49 lbs. (IWW) @ 0 to 15' Fp =1 286 plf - horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal Wall Lines A- B, C -E Area Pressure Force 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 4.50 feet @ 7.6 psf = _ 34 lbs. (OLW) @ 0 to 15' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 0 to 15' 7.00 feet @ 10.7 psf = 75 lbs. (OLR) @ 0 to 15' Fp = 196 plf - horiz. nd Loading @ Roof Tributary Normal Resultant Horizontal Wall Lines 1- 2 @Ridge Area Pressure Force 4.00 feet @ 12.2 psf = 49 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 4.00 feet @ 7.6 psf = 31 lbs. (OLW) @ 0 to 15' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 0 to 15' 7.00 feet @ 10.7 psf = 75 lbs. (OLR) @ 0 to 15' Fn =1 IRA nlf - horn_ 01 Clb Drr- ZZs, � J -2sjo -T 3,53.5+-3 05/02/00 - Lateral Analysis - Owen Residence - R.C.E. job 2000-043 P9q L 3 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.414 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) h„ = 27.00 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Cc = 0.020 All other Buildings Foot print area, AB= 3780 ft2 T = 0.237 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R N, = 1.0 Table 16-5 Na = 1.0 Table 16-T W = Building Weight Seismic Roof Loading Tributary Weights = 23.00 feet of Roof @ 22.00 psf @ Between A and B 9.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = p - onz.ULT 79 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 65.00 feet of Roof @ 22.00 psf @ Between C and B 9.00 feet of Ext. Wall @ 19.00 psf 22.50 feet of Int. Wall @ 10.00 psf V 299 p - onz. ULT 213 Of - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 19.00 feet of Roof @ 22.00 psf @ Between C and D 9.00 feet of Ext. Wall @ 19.00 psf 4.50 feet of Int. Wall @ 10.00 psf V 104 p - oriz. ULT 74 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 24.00 feet of Roof @ 22.00 psf @ Between C and E 9.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 114 p - or z. ULT 82 pif - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 69.00 feet of Roof @ 22.00 psf @ Between 2 and 3 9.00 feet of Ext. Wall @ 19.00 psf 13.50 feet of Int. Wall @ 10.00 psf V = 1 298 p - horiz. ULT 213 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 45.00 feet of Roof @ 22.00 psf @ Between 3 and 4 9.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 190 p - onz. ULT 136 Of - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weight = 37.00 feet of Roof @ 22.00 psf @ Between 1 and 2 8.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wali @ 10.00 psf V = p - horiz. ULT 113 pif - horiz. W/S (ULT/1.4) OS/02/00 - Lateral Analysis - Owen Residence - R.C.E. job 2000-043 Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length ft. Unit Loads Seismic Wind p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 14.00 79 196 1.108 2.746 Wind Controls B -West Side 14.00 79 196 1.108 2.746 Wind Controls B -East Side 13.50 213 286 2.881 3.862 Wind Controls D -West Side 6.50 74 196 0.482 1.275 Wind Controls E -West Side 9.00 82 196 0.735 1.765 Wind Controls 3- North Side 10.00 213 286 2.132 2.860 Wind Controls 3- South Side 13.00 136 286 1.764 3.719 Wind Controls 1 13.25 113 186 1.496 2.467 Wind Controls OS/02/00 - Lateral Analysis - Owen Residence - R.C.E. job 2000-043 UN 1st Level (UBC Secdon. 1630. 1) North-South Direction: Story Shear 6.31 kips 0.171 U.77 U.daj p Max 1.10 Seismic a Line cera all a a Applied ones Applied orces Resisting Resistive et UpliftComments 9.00 ID • Load Height Length r i Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note kis (feet) feet 12.36 I (1d kis (foot -kl s (kl kis (foot -kips) kis Simpson Products UN 0.171 U.77 U.daj w x PUS 1 81 . ISE Seismic Level 9.00 3.50 0.25 174 5.48 0.171 0.89 1.311 PHD2 w/ DBL 2x POST Bt SSTB 16 A.B. 2.75 9.00 3.50 392 12.36 0.171 0.70 3.331 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Wind 9.00 3.50 392 12.36 0.171 0.70 3.331 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses Fast Side West Side LBolt Sill Plate Shear Anchorage for above wall line (feet) (If) feet if) L Bolt Dia. in.) Capacity (kips) Spacing 17.5 157 1 0.50 0.618 18 in o.c. . w x P051 BE SS FBI 6 A.B. Ist Seismic - Level 9.00 3.50 0.36 251 7.89 0.171 0.89 2.000 PHD2 w/ DBL 2x POST er SSTB 16 A.B. 9.00 9.00 0.36 251 20.29 0.171 5.89 1.600 PHD2 w/ DBL 2x POST Bt SSTB 16 A.B. 6.61 9.00 5.00' 378 16.99 0.171 1.43 3.113 PHD2 w/ DBL 2x POST u SSTB 16 A.B. Wind 1'rM S f 9.00 3.50 378 11.89 0.171 r,,e�/\Cf 0.70 3.199 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 9.00 9.00 378 30.58 0.171 4.62 2.885 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses Fast Side West Side Sill Plate Shear Anchorage for above wall line (feet) pin) (feet) (in -► Bolt Dia. (in.) Capacity kis Spacing 62 62 62 44 0.50 0.818 24 in o.c. 0.171 0.89 0.11 /6 0.426 PHUZ w x PUS I BE 55 1 B 16 A.B. ISE Seismic Level 9.00 3.S0 0.11 76 2.38 1 0.171 0.89 0.426 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.27 9.00 3.50 182 5.74 0.171 0.70 1.440 PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Wind 9.00 3.50 182 5.74 0.171 0.70 1.440 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feet (I (feet) I (pin -► Bolt Dia. (in.) Ca aci kis Spacing 0.50 0.818 48 In o.c. UN 0.171 U.77 U.daj PHD7-w7-DFCx PUS I & 5b IB 16 A.B. 1st Seismic Level 9.00 3.25 0.18 124 3.64 0.171 0.77 0.883 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.77 9.00 3.25 272 7.94 0.171 0.60 2.259 PHD2 w/ DBL 2x POST u SSTB 16 A.B. Wind 9.00 3.25 272 7.94 0.171 0.60 2.259 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Dlaphragm Lengths 8t Stresses East Side West Side LBolt Sill Place Shear Anchorage for above wall line feet (plf) (feet) (pin ► Dia. (in.) Capacity (kips) Spacing 0.50 0.818 1 32 in o.c. UN 05/02/00 - Lateral Analysis - Owen Residence - R.C.E. job 2000-043 r. G 1st Level (UBC Section 1630.1) U. East-West Direction: story shear 3.90 kips . p Max 1.00 Seismic Wall ne Lateral Wall Wall WallApplied Forces Applied Forces ResistingOTMesistive Level et p Comments 'ID • Load Height Length r i TStress 0.152 Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note kis (feet) feet 4.60 I (kinkis foot -kis ld kis (foot-kips) kis Simpson Products r. G U. . w x 9E . 1st Seismic Level 8.00 3.00 0.24 164 3.95 0.152 0.58 1.121 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 6.58 8.00 3.50 0.24 164 4.60 0.152 0.79 1.089 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 2.47 8.00 r .. 3.50 ,/ 247 6.91 0.152 0.62 1.797 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 9.00 15.50 212 29.61 0.171 13.69 1.027 / •w/ Horizontal Diaphragm Lengths 81 Stresses 8.00 3.00 ✓ 247 5.92 :0.152 0.46 1.822 PHD2DBL 2x POST 8t SSTB 16 A.B. -► Bolt Dia. (in.) Capacity (kips) Spacing 8.00 3.50 0.50 0.818 36 in o.c. 247 6.91 0.152 0.62 1.797 PHD2 w/ DBL 2x POST 8X SSTB 16 A.B. Horizontal Diaphragm Lengths 81 Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (feet) (I Bolt Dia. (n. Capacity (kips) Spacing 0.50 0.818 36 In o.c. r. G . w/ UBLZxPQ5I U . ISE Seismic Level 9.00 15.50 0.20 126 17.53 0.1.71 17.46 0.005 PHD2 w/ DBL 2x POST U SSTB 16 A.B. 6.58 9.00 15.50 212 29.61 -0.171 13.69 1.027 PHD2 w/ DBL 2x POST u SSTB 16 A.B. Wind 9.00 15.50 212 29.61 0.171 13.69 1.027 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Horizontal Diaphragm Lengths 81 Stresses North Side South Side Sill Plate Shear Anchorage for above wall line (feet) I (I (feet) I (I -► Bolt Dia. (in.) Capacity (kips) Spacing 62 46 62 60 0.50 0.818 36 in o.c. r. G 04/10/00 - Lateral Analysis -Owens Residence - R.C.E. job 2000-043 oo goo mo mu ao .0 mo Seismic Drag Forces 0.5 0 n -0.5 Y_ -1 V LL -1.5 A -2 -2.5 -3 0 10 20 30 40 50 60 70 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 60 70 Distance along wall line (ft) Drag Force Summary Wall LIne : B Openlngl Unit Wall estide Last bide et Applied rag orce Lateral Loads: Seismic (kips) Wind kis Wall Between Stress Dia phStress Dlaphram Stress Stress end of segment West Side 1.11 2.75 Length Walls Seismic Wind Seismic Wind Seismic I Wind Seismic Wind Seismic Wind East Side 2.88 3.86 feet feet I I I I I I I I I I 1.00 17 43 45 61 63 104 0.06 0.10 Diaphram Length Start ft End ft 9.00 228 378 17 43 45 61 -165 -274 -1.42 -2.36 West Side 0.00 63.50 / 5.50 17 43 45 61 63 104 -1.08 -1.79 East Side 0.00 63.50 3.50 228 378 17 43 45 . 61 -165 -274 -1.66 -2.74 18.50 17 43 45 61 63 104 -0.49 -0.82 Drag Force (kips) Seismic (kips) Wind kis 5.00 228 378 17 43 45 61 -165 -274 -1.32 -2.19 @ 0.00 ft 0.00 0.00 21.00 17 43 45 61 63 104 0.00 0.00 @ 0.00 ft 0.00 0.00 Max Drag Force (kips) Seismic (kips) Wind (kips) 0 1.00 ft 1.66 2.74 oo goo mo mu ao .0 mo Seismic Drag Forces 0.5 0 n -0.5 Y_ -1 V LL -1.5 A -2 -2.5 -3 0 10 20 30 40 50 60 70 Distance along wall line (ft) Wind Drag Forces 10 20 30 40 50 60 70 Distance along wall line (ft) Py FI Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 5/2/00 4:38:04 PM Company Info I Project Info R. C. E. IProject: project Owen Residence 336 Broadway; Suite 7 ILocation: street Chico, CA, 95928 I Phone: (530) 894-8801 (Client: client Janice Lee Fax: (530) 894-8805 (Job No.: job number 2000.043. E-mail: cj@r-c-e.com (Footing Id: South -East Corner Living Area FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ..................... .... ..... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........... ............................ 40.0 ksi Column Size ............. 5.50 in. by 5.50 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width... ........................... ... ... ............ 2.00 -ft Footing Length ...................................................... 2:00 -'ft. Footing Depth ...................................................... E12^OO�n. Punching Shear Stress ...................:.......................... 4.26 psi Beam Shear Stress ...................... .26 psi Reinforcing Standards per ....................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing... ....... .3 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.55 0.00 0.00 Live Load 0.55 0.00 0.00 d = 12.00' X W = 2.00' Cover = 3.00" September 20, 2000 Mark Owen 8783 Keefer Rd. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-069 Building Permit Number: 00-0998 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a letter from Charles Roberts that he has reviewed and approves the truss changes and that he has checked reactions over 5000 pounds for foundation design requirements. (Truss F3 has new reactions over 5000 pounds) Enclosed with this letter is a new plan review response form. Please wail until all reviews are complete them respond to each item. Both structural and non-structural review must be done when plans are resubmitted (if appropriate) and review is done in the order received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney I Plans Examiner Roberts Consulting Engineering 3060 Thorntree Dr. #10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Owen Residence Parcel Number: 047-670-069 Building Permit Number.: 00-0998 To Whom It May Concern, The truss calculations for the above residence have been redesigned such that truss F3 has reactions less than 5000 lbs. Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Charles ti • PLAN RESEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vat response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate yo response to each item and the location where the information can be found on the plarWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL, Ptaws_ ASSESSORS PARCEL NUMBER rercnn rv�mo�R 01/7 6'7 01 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM it 7'Y� RESPONSE BY: OW6 LOCATION ON PLANS/CALCS: COMMENTS: f&urE'rw PLAN CHECK ITEM # IRESPONSE BY: MENTS: COMMENTS: PLAN C ENTS: SE BY: CHECK ITEM N (RESPONSE BY: TION ON LOCATION ON PLANS/CALCS: LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: Address: 0 WA 89 Loren Avenue Chico, CA 95928-7434 Job No: `�` S5 lbK�: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Productsmy.1 • bE- PAR EZ-%' P.O. Box 20455 Portland, OR 97220 APPROVEn (503) 254-0204 sr c LU uj0 CL sr c NEP LAFF342t = 83) " - ' " - •THIS•DWG. PREPARED FRON•COBPUTER INPUT• (LOADSb DIMENSIONS) SuBt1LTTED.8ti-TRUSS MFR.. . REPAIR TRUSS TO STUB RIGHT END 5-1/4- (REPAIR PROCEDURE N SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. p i) ADD WEDGE. INSTALL WITH PLYWOOD GUSSETS. i'P) 1/2- PLYWOOD OR 1/16` OSB GUSSETS; APA RATED 24/0 SHEATHING. M EXP.1. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24" SQUARE. N NAIL ONE GUSSET TO EACH FACE OF TRUSS. THROUGH ALL CHORD AND o WEB MEMBERS. WITH 6d BOX (0.099X2.0-) NAILS TO ALTERNATE FACES z SPACE NAILS NO CLOSER THAN 2. 0/C AND STAGGER ROWS TO PREVENT SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. (W) NEW Wedge 1.jc nr-I sv H U A 0 a W W W W U z W z ':0-0 p- ) 13-9-0 _L3 15-0-12 Over 2 Supports- —1 R-566 W -3.5- R-484 N-3.5' w N 7P PLT TYP. ]lave TPI -95\R Design Criteria: NOTE: SEE DRAWING CAUSR427 00118015 FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. 0 0 N AA 7 .� ALPINE ti Ift SGa�n6mftb CA� tK IDC` I- WIDE GUSSET 0-7-6 �-0-0 -YARN TAD" TIOssIS AIO01Nr 1ITR[IE CARE IN FABRICATION. RANKING. SPPPING. INSTALLING AND ItACut. RIPER TO 1I11•/1 (WAIOtI16 3111TAll11G An BAACING). /nl1St10 NY TTI (TRUSS PLAT[ IISilT1Ti, Su O'uoRIO OR., tW11E 'Co. NAOISot. NI Sim). res SAFETY PRACTICES PRIOR TO IIRFO&HISD TNEt[ ►ONCTIOts. GUESS 070[11111 1161CATID. TOP CHORD STALL HAVE /ROPIAIT ATTACIED STROCTUAAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED 4I610 CEILING. -IMPORTANT-- F11119N A COPY OF flit DiSIGN TO 1N1 IOSTALLATION CONTRACTOR. ALPINE E161111AtD I ODVCIS. IMC. SNAIL NOT 6i RISIOISIBLN FDA AIT OtIIATION fNOR THIS DESIGN: ART FAILURE TO 8110 THE TAulsis t1 cotrummet Win TPI: so FAINICATtn. RAIOIIIS. SNIFFING. IRSTALLII{ AND uACIM Or TRUiftl. THIS DISIOS CORYDINf WItN AP►IItAIIi ►t011ftOAf Or NOS (N4T10IAl of PIH or IS Pott LINED Nl TIE An it (CAI FU EST AID PAPER ASSOCIATION) TAD T/I, µFur COIA(CTONS All MAD[ Or 90" ASTM A613 GRAD GALI. STEEL, uCIPT AS NOTED. APRV COII[CTUS TO IACN FACE OF nut. AID MUSI OTMIN1u1 t6uIED ON Tut OESICI. POSITTON COMItC70113 Flo DIANIn3 160 A•1. THE MAL 00 Isis OR►IIIG INDICATES ACCEPTANCE OF PROFESSIONAL 116111141MG AISICISIBILITV SOLELY FOR THE TAISS CON►0111T DESIGN SHOWN. THE 201TABILITI AND OSl 0► IN 11 CoH/ONE r In ARV 'ARTS 6UILDIR9 IS tat AEt►ONSI11lt TY Or TIC NuIIDING OIsissto. Pit AISIIIPI f•Ilu SICT106 E. __1, vzepA A— JUM-, W(LUNG DEPARTMF,. n LA/ - III - I - I - /r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF SC LL 0.0 PSF TOT.LD. 33.0 PSF DUR JAC. 1.25 SPACING 24.0• Scale—.25'/Ft. REF R427--66225 DATE 07/25/00 ORW CAUSR427 00207013 CA -ENG AEB/CHC SEON - 35062 ' (oyan-cut------ 07-11-00 - dl 6' mono h1p gird I TOP CHORD 2x4 DF -L #1 Lc -,OT CHORD 2x6 OF -L #2 N \ WEBS 2x4 OF -L Standard ,,.:LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IRECOMMENDED CONNECTION FOR 15-6-0 TRUSSES FRAMING TO THE BOTTOM cm HORD @ 24' O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-2000. I- 0 z THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. GIRDER SUPPORTS: 15- 6- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 o W4X4v I H O r V �1 A 2-10-10 A � W a Cws1 -D-0 x W5X4 SIR W1.5X4 w W2X4(Al) So E=3 z a 1-1-2 �p Q 1_ 4-10-14 _1_ I LN ®��8' RTYI EN- IEI-7) �-0-0 Over 2 Supports --- :21R-895 W-3.5• f i. p•- R-808 LT - L17 - N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale —.375"/Ft. ••WARNING•• TRUSSES 1[0111! ISTA[R tAltl If FABRICATION. HANDLING. SHIPPING. INSTALLING AND 0 SAACIK. .1t TO KII.91 (MAK►INC INSTALLING AND aRAC119). POILILNID IV TPI (THIS$ PLATE p1.0 W -N TC LL 16.0 PSF REF R427--54659 O 14LTITUTE. 111 D'O1OFR10 DR.. SUIT( 500, MADISON, WI 11711), lot $AF[TY PRACTICES PRIOR TO N PER►ONN116 THESE FUNCTIONS. UNLESS OTHINVISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/13/00 C-iSTRUCTURAL ►MELS, 107104 CHORD SMALL NAP[ A PROPERLY ATTACHED 4IGIC CEILING. IMPORTANT-- FUINISN A COPY OF TVIS DESIGN TO THE IISTALLAT101 CONTRACTOR. ALPINE INGIIE[XEO BC DL -7.0 PSF DRW CAUSR427 00195031 '--' PRODUCTS. 11C. "AIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILORI TO NNIL0 TNI MOVES 13 COITORIWNCt VITH TPIN 01 FABRICATIIG. HANDLINI, SNIFFING. INSTALLIII AN ALP I NE NIL w TRUSSES. TRIS 011181 CON►o1MS VITO APPLICABLE PROVISIONS DF RDS (NATIONAL DISI BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION PIOLISIED IV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 111. ALPINE TOT. LD. 33.0 PSF SEAN - 18274 CONNECTOR$ AXE MADE a EPT 10SA AM A6S1 U40 GALV. STEEL, EICAS NOTED. APPLY CONNECTORS TO � Jul 13 20 0' # EACH FACE OF TRUSS. AND UNLESS OTICIVISE LOCATED 01 THIS OES181. POSITION CONNtcluS Fit ouWnts ILO A•t. TRI SIAL OR TNR$.TARING INDICATES ACCEPTANCE OF PROFESSIONAL 11Gutu[tG cmL DUR.FAC. 1.25 FROM Old Alyi�e 9 NEaeuuutT Sato ro Tot Huss COMPONENT otstaH fNOVB. SME suITAlutlr AND USE OF rHTN -� Swrimmem06 CA COMMENTFOR NAIV PARTICULAR BUILDING Is THE RESPONSIBILITY OF THE BUILDING 0111611H. Pet � $PACING 24.0' =P CHORD 2x4 OF -L $1 '�, T CHORD 2x6 DF -L SS WEBS 20 DF -L Standard :W3 2x4 DF -L $1: :ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m ECIAL LOADS CM, . from 602 PLF at 0.00 to 602 PLF at 9.00 Ln' - From 14 PLF at 9.00 to 14 PLF at 13.38 2630 LB Conc. Load at 9.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6(R) E-• V A d - 04 Q. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. 2 Complete Trusses Kequirea NAILING SCHEDULE: (0.131x3.0_g_na11S) TOP CHORD: 1 ROW @ 12' O.C. BOT CHORD; 2 ROWS @ 6" O.C. (EACH ROW) WEBS : 1 ROW @ 4` o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC (b 72.00" OC. a I M c_tx w W3X10(B3) ONE w YIJAIV (YJ7 a. 6-9-0 I 6-9-0 J 13-6-0 Over 2 Supports r- C R-4883 W-3.5' R-3928 W-3' C-), C71 o PLT TYP. Wave TPI -95 Desi n Criteria: TPI STO C=)- -`NABNIN6^ TRUSSES RIOOIAf 1972IN[ CARE 1N FAB91CAT101, tlANDI ItlG. StliPPINO, INSTAI IINO AND 11ACING. REFER 70 811 91 (HANDLING INSTAILIH6 ARD BRACING), PUBLISIED BF IPI (TRUSS PLAT[ N I.STIYUYC. 503 0'0101110 DR.. SUITE 200. HADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ` PERFORMING THESE FURCTIONS UNLESS OIN[RNISt 11DICATEO, TOP CHORD SHALL NATE PROPERLY ATTACHED IOI STRUCTAL PANELS, BOTTOR CHORD SHALL HAIL A PROPI'LI ATTACHED 91010 CEILIN, N ..IMPORTANT-- FOANISB A COPY OF THIS DESIGN TO THE INSTALLAT101 CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. 3NAtl NOT BE RESPONSIM FOR ANY DCII AT IDR PRO'. THIS DESIGN: AMY FAiIURF TO M. I BUILD THC MOSSES IN CONFORMANCE NITR TPI: OR FABRICATING, HANDLING, SHIPPING - 1C A W BRACING 01 fROS3E S. TU15 DESIGN CONIORNS YITN APPI ICABIf Il0►ISIOR3 OF MDS (NATIONAL DESA R ALPINE SPECIFICATIOI POOLISR[0 BT THE AMEIICAM FOREST AND PAPER ASSOCIATION) AND ill. ALP 11[ I CONNECi01S V[ MADE 0► 2OOA ASTM AOS! 611(1 OM T. STEEL. ft[IPT AS NOT[0. APPLY CONNECTORS TO [ACM /At[ Of TRUSS, AIID tl11f 55 OTN[RVISE LOCATED OR IRIS DESIGN. POSIT IDR CONNECTORS PER �p ..."uce IAB A•7_ TH[ FILL 01 THIS CRAVING INDICATES ACCEPT POS 0/ IROI[SSIONAI INBIREIRING -F,5 ...10-0-0 am " PO COp Od c \^�• V ° s -ul ING D7�C"Ai d l 6ir� � a CA/ -/l/ -/E/ -/F Scale —.375'/Ft. 10 W. �® TC LL 16.0 PSF REF R427--34707 �. TC OL BC DL 10.0 PSF GATE 09/21/00 7.0 PSF DRW CAUSR427 00265012 b8 OS WL �j BC LL 0.0 PSF CA -ENG TSB/GWH p 21 * TOT.LD. 33.0 PSF SEON - 45800 :20 CIVI DUR.FAC. 1.25 FROM SS SPACING 24.0" (cawen-cUt------ 07-11-00 - 11 11.10-7/8 comp TOP CHORD 2x4 OF -L #1 En1T CHORD 2x4 DF -L #1 WEBS 2x4 OF-L'Standard L".t Slider 2x4 DF -L Standard: BLOCK LENGTH - 1.546' (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C`7 C7) L O W4x4 C H A 0 a -T Y'' 0-7-9 W a :2-- .r ..—.. I --Y — THIS DWS PREPARED FROM COMPUTER INPUT (LOADS 9 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. 10 PSF BC LIVE LOAD PER UBC. z w w AL -Tl 0 Wzx4(A1) - z 41-11-10-j + l_ 5-5-13 I_ 5-11-7 I 11-5-4 Over 2 Supports R-479 W-3.5' R-378 N-3.5' c 0 c�-•a PLT TYP. Wave TPI -95 R Design Criteria: TPI(S O "YARNING— TRISSS 91CUSAI 1NT119I CME It FABRICATION. RANDLINO,' SNIPPING. INSTALLING All O - 1tACINt. RIVER TO HIB -11 (NAMGLING INSTALLING ASO $RACING), POILISVID 11 YPI (TRUSS PLATE O INSTITUTI. SAS O'OROFIID DR.. SUIT[ too. NMISON, MI $3719). FOR SAFETY PRACTICES PRIOR TO N PIRFORMINS THESE FUNCTIONS. UNLESS OTREINIS[ INDICATED. TOP CHORD $HALL NAVE PROPERLY ATTACHED STNUCTUTAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACNID 81410 CEILING. Ch •IMPORTANT^ Fo811SN A CPPV OF THIS DESIGN TO 711 INSTALLATION CONTRACTOR. ALPINE ENGINIERE �•+ PROONCTS. IOC. SHALL 801 It RES►ONSTILE IBR MI 0111ATION FROM THIS DESIGII ANY FAILURE T ALPINE WILD THE TRUSSES 11 CONIORRANCE MITO TPI( OR FABRICATING, HANOLUG. SMIPPIRS, INSTALL 10 ....7 IIAllBt OF 181111[1. TILS DEfltll COMFOMS MITI APPLICABLE PROVISIONS of NDS (NATIONAL OESI 'rte S/ICI/(CATION tUILIfS[0 lY TME AMERICAN FOREST MD PAPER ASSOCIATION) AND TPI. ALPINE CO11EtTO8i AAI MAOI 01 LOCA ASTM MSS SR40 GALT. STEEL, INCIPT AS NOTED. APPLY CONNECTORS TO SACS FACE 0I TRUSS. MD NILESS O1'NLRYIi[ LOCATED 01 TRIS DESIGN, POf IilOI CONNECTORS PIA ORA SS lt0 A•t. TME f[RL OM TMIS DRMING IMO ICAT[f ALC[/TMC( Of IROFtff1011A1 tNA1N[[RIMO RESPO1SIMLITY SOLELY FOR TIE TRUSS CNKPONERT OESIAN SSOIDI. 701 SUITABILITY AND USE 01 THIS 8Bai1Rt1t10.CA9 �TaD Cow01UT FOR ANY FMTICILM $NUOING 11 THI RESPONSIBILITY DF THE OOILDING 01210414, PER AMSI/TPI 1•INNS SECTION 1. 0 Jul 13 A CA - 1 - - - F Scale -.375-/Ft. TC LL TC DL BC. DL BC LL TOT.LD. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF REF R427--54660 DATE 07/13/00 DRW CAUSR427 0019SO24 CA -ENG AEB/GWH SEQN -'18295 DUR.FAC. ;1.25 FROM and SPACING 24.0" (LAFF0424-MARK OWENS / LAFFINS - MI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 OF -L Standard LSI PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 11-6-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24' D.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99. o z W1.5X4 p 7 r E~ 3-10-5 o _ r� Fes.. A W W i w -0-0 W x W2X4(A1) a W1.5X4 m z w w x A1. d I 1-6-0-0 Over 2 Supports—loi R-687 W-3.5' R-620 W-3.5' co c --A o PLT TYP. Wave TPI -95\R Des ••WARNING `• TRUSSES REQUIRE [TTNEME CARE III FARIICA TION IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC @ 72.00' OC. GIRDER SUPPORTS: 11- 6- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. teria: TPI M ,...,.a .... a• .... .o,aaa..0 .. O IAAC►IG. Rif IRS TO Yl/ -P1 (NARDLING IBSTALLINS AND BRACING). PUBLISNID 01 TPI (TRUSS PLATE O IN STI TUTS, SBS 0.ONOfatO D1., SUITE 100. MADISON. HI 11111). 101 SA►ITV PRACTICES PRIOR TO C=> 1[Bi00.NII0 THESE f0ICT101S. OBL[SS OTN[lY1S( 11DI GATED. TOP CHORD SNAIL NAV) PROPERLY AiiACGFD N STIUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . •'IMPORTANT" FURNISH A COPY Of 1011 DCSISY TO TS[ INSTALLATION CONTRACTOR. ALPINE ENGINEEAED L� PRODUCTS. INC. 7Na BOi OI R[S►OYSIBII FOR ART DEVIATION fADN THIS DESIGN. ANY FAILRRE TO N BUILD TM! TRUSSES IN CONFORMANG2 H.1 TP1: 01 FABRICATING. NANDLINB. SHIPPING. INSTALLING AND/ A`L P I N E BIACTAI Of TRUSSES. THIS OESIGY CDN/URNS MITI APPLICABLE PROVISIONS OF NDS (MAT IOIAL O[SIGUL o SPECT►)CATION PUaIISBED BT TSE AMEIICAN IOSETi ANO PAP AS IATIDI) ARID TPP. AL►INl p... CONVECTORS ARE MADE Of TOGA AST" A657 GILD ULT. SfEEI. EXCEPT AS NOTED. A/PLY CON 1[CTORS TO Q EACH FACE OF TRUSS. AND UNLESS OTNIRNISE LOCATED ON THIS DESTGI. POSITION CONNECTORS PEI OAIMISGt !60 A•E. THE SELL 01 TRIS ORANIIG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alp �� � Cd pt AI s►OISnILITT SOtEIT FO1 •"Y THE TRUSS COMPONENT DESIGN $HOUR. THE SUITABILITY AND OSI Of THIS CA 95923 C011PDNENT ►OA ARY ►ARTICOLAA BUILDING IS THE RESPONSIBILITY Of THE BUIl01NO DESIGNER. PER a ANSIPTPI 1.I9P6 SECTION I. 1! � MI b+ DEM " PPRONPEO CA - 1 - - R - D W.; TC LL 16.0 PSF TC DL 10.0 PSF os BC DL 7.0 PSF BC LL 0.0 PSF 27 2000 * TOT.LD. 33.0 PSF P416P416DUR.FAC.; 1.25 caL SPACING 24.0' Scale -.375'/Ft. REF R427--76482 DATE 04/27/00 DRW CAUSR427 00118034 CA -ENG AEB/GWH SEON - 37509 Scale -.375'/Ft. REF R427--76482 DATE 04/27/00 DRW CAUSR427 00118034 CA -ENG AEB/GWH SEON - 37509 -cut------ 07-11-00 - n3 24'5-5/8 flat ITOP CHORD 2x4 DF -L $1 N OT CHORD 20 DF -L #1 \ WEBS 2x4 DF -L Standard ca ,,.;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. �1,�10 PSF BC LIVE LOAD PER UBC. C73- . --:,LL FRAMING TO THIS TRUSS MUST HAVE A 4/12 PITCH OR GREATER. 0 z W1.5X4 I W2.5X4 • W2.5X4 1a W3X41a W2.5X4 C"ni 7-0-4 A O AG _ a G W AG W W cs W2.5X4 !$ YTL.;JA'P z w w z nom. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 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/24D.00 LIVE AND L/180.00 TOTAL LOAD. END VERTICAL(S) MAY NOT BE EXPOSED TO WIND PRESSURE. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2.5X4 m W1.5X4 01 W3X4® Mr- .:AA'P W2.5X4 e W2.5X4 e 7-0-4 -0-0 fMIX ILIG 24-5-10 Over 2 Supports ®SPAR � MEN W-3.5' R-807 W-3.5' Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA/ -/11-/-/-/F Scale —.250/Ft. o••MMNIN2•• O C= N TRESSES REQUIRE 91TREME CME 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. SHEER TO MIB•BI (MANDLING INSTALLING AND 11MING). P19LISMED BY TPI MUSS PLATE IUSTITM. SU D'OKOFRIO OA.. SUITE 200. MADISON. MI 57110). F04 SAFELY FRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTREAUISE INDICATED. TOP CHORD SUALL RATE FAMILY ATTACHED W. y � TC LL TC DL 16.0 PSF 10.0 PSF REF R427--54661 DATE 07/13/00 ['�'i '--' STRUCTURAL PANELS. BUTTON CHORD SNALL HAVE A PROPIALY ATTACKED AIBID CEILING. •INPOSTANT" rO5E1SB A COPY OF THIS DESIGN TO TNI INSTALLATION CONTRACTOR. WINE [HGIIEENED PRODUCTS. INC. SNAIL ROT NE BESPONSIILE FOS ANY DEIIATI01 FRON THIS DESIGN$ ANY FAILFIE TO BC DL , ,� , X7.0 PSF DRW CAUSR427 00195025 CA -ENG AEB/GWH ti ALPINE BBRRACING OF Mists12 . COTHIS a4I0YTCORFOANOR S VITY NILIWLE PROVISIONSHIPPING. Of a SG(1ATIONALID[5IGD SPECIFIC 100 PM/ISEIO 1Y TxL An[lICA1 /ORLST A1D FArEA A11oc1ATI0R) Aro TPU. ALPINE CONBICTONS ME NADI Of EOG ASTM ANSI SANG QALY. STEEL. INCEPT AS NOTED. APPLY CORNECTOR3 TO ♦ Ul 13 2OO BC LL TOT.LD. � ��� 0.0 PSF 33.0 PSF SEQN - 19304 �.5S....�,. ` �A 11w EACH FACE OF TRUSS. AND UNLESS OTNIBUISI LOCATIO ON IBIS DESIGN. POSITION COMMONS PIA oRAN1Nu NSB A•2. TSL SEAL ON THIS CHIMING INDICATES ACCEPTABCE Of PRorLS1111AL [1911[[11112 COMPOHENTUSPOIFOmAITCPAATICGLM UIL011B 15104 TM TAUS$ 0TNIT1ESP0rSIBIIITY or THE NNILDIIGIOEI UMTY AND .I ER TRIS AKslnn L•IEBI S[CT[19 2. �i' cnm. ' DUR.FAC. ; 1.25 FROM 'md SPACING 24.0' , � o (awen-cut------ 07-11-00 - n4 49'4-5/16 hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY iTRUSS MFR. ITOP CHORD 20 DF -L #1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. N OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. END VERTICAL(S) MAY NOT BE EXPOSED TO WIND PRESSURE. 110 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: C301 TO BRACE TC ® 24.00' OC. 8C @ 72.00" OC. 0 z � I W2.5X4 i W3X8 a W3X4, W2.5X4 ® W3X4 O 7 r" W2.5X4 m W3X4 ® W2.5X4E3 717 (A) (A) (A) (A) v 7-7-9 7-7-5 A o - oq A W ' W WBj -O-D c5 W1.5X4 0 W2.5X4 s W3X4m W2.5X4 a WHO x Ems' W1.5X4 Y z W3X8 g W1.5X4 B ia° +moicmwly 21-4-5 _1_ _I � • Nt�- NG DEDAM II� 24-5-10 Over 2 Supports. R-807 W-3.5' C)D' o R-807 W-3.5' 0 M PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - F Scale -.25"/Ft. o O ••WARNING— TIUSETS 1E101NE EETNENE CANE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND 11lACING. REFER TO NIB•111 CRANKING TNSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE owwy TC LL 16.0 PSF REF 8427--54662 o N IN1f1 TIRE, 163 D-010FRIO DA.. SUITE 200, MADISON. It E3718). FOR SAFETY PRACTICES PRIOR TO PEAFORH116 TIED INACTIONS. UNLESS OTHEIAISI INDICATID. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/13/00 C'i SIRUCTUAAL PANELS. BOTTOM CODED SMALL NATE A PROPERLY ATTACHED 41610 CEILING. ^� ••IMPORTANT•- fUINISN A COPY Of "it DESIGN TO THE INSTALLATION COVMtl01. ALPINE ENGINEERED PRODUCTS, FOR BC DL i 7.0 PSF DRW CAUSR421 00195026 A L P I N E INC. SRALL IDT NE RESPONSIBLE ANT DEVIATION ►lOM THIS GUINN; All FAILURE TO iiACIK OrlTiiiiis1N COTHIS DESIGN CoA ORMS WITS APPLiCuie HANDLING. SHIPPING. ADS jNATIONAL DISK 6 iS BC LL 0.0 PSF CA -ENG AEB/GWN SPICIf1CATIGN VISLISNEO BY THE AN921CAS FOREST AND PAPIA ASSOCIATION) AND TPI. ALPINE CON:IC10RS ARE NAGE Of 2084 ASTN A6E1 6140 Gut. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO # ul 13 200 # TA AD. 33.0 PSF SEQN - 18311 EACH IAC[ OF YIIIS, AAO UNLESS DTAIAIISE LOCATED 01 TANS KENNA, POSITION CONNECTOIS PER DNANTIGS 140 A•1. THE UAL UN THIS BRAVING INDICATES ACCIPTANCI OF PNOFISSIONAt 10 :11NG u CIV11- DUR. FAC. ; 1.25 FROM Ind 4EE►a1SIXILIrY sOICLY FOR THE TRUSS COMPONENT DESIGN S9091. THE SUITABILITY AID USE OF THIS AB 111)110186 15 THE RESPONSIBILITY Of THE BUILDING OIETAIEl, PER � A�/T/ITl•I�SSISECTIOICt SPACING 24.0' ...... (REP_o,den-cat.. •. n4 49'.4 -S/36• -h4 ) EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. " EPAIR TRUSS FOR REVISED BEARING CONDITION C nEPAIR PROCEDURE Lc::') SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. N ) ADD SCAB TO ONE FACE OF TRUSS. x S) ADD 2x4x3-0-0 DF -L Standard OR BETTER SCAB TO BE ATTACHED TO ONE FACE WITH 16d (0.136"X3.60•) NAILS AT EACH OVERLAPPING MEMBER. E-• a 0 x 7 r- T•NI•S••BWG PREPARED fROM COMPUTER INPUT •(L'O�KOS 4 OIHE'NsroW51 SUBMITTED BY TRUSS HFR. . • NOTE: SEE DRAWING CAUSRS634 00195026 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 7-7-5 -0-0 Alm tTe-Z 1-6-7 I- -I- 21-4-51:-11.pp R J807 W-3.5• 24-5-10 Over 2 SupportA%fmg,�:� t 4473tS! D. PLT TYP. have TPI-95IR Design Criteria: TPl STD 19.Ob2 CA/ "VA4AC IItrO•• T1Nfset NE00I1I « nne CARL « iuLICATION' .A1OLtaa, sal i -A. LSTALLICI AND I4Ac«G. u►« To N01&lO (NANIING INSTALLING AND «ACuf), Putllseto II III ((no1S PLAT; IIAiTaiE. {q O'010►AIO ON.. 7lITE l00. MAOI FON• rl pill). ►OR SAFETY PRACTICES IAIOA TO s -/11-/-/-/F TC LL 16.0 PSF Scale -.25• Ft. REF R427 --54662 PEI►ORMIM false FUNCTIONS. unless OTIERNISE INDICATED, TOP CS 10 SMALL NAGE IAOPIRLT ATTACNtO V SiNUCT1ILL PANELf. NOTTOM CNOID SIAL/ sale A IRDPEILI ATTACNID 41010 CS IL IRa. TC D L 1 0.0 PSF DATE 07/24/00 ••IM►OMTAIT•• ►MNISC A COPY OF TINS OISIGN To TNL INSTALLATION C011iRAC10R. Anile [NGIIEEIEO PCODIICI{, Inc SHELL COT IE I[SPONSISLE IDA All DE111110N FROM THIS DESIGNS AST ►A1L041 TO BC OL 7.0 PSF DRN CAUSRE27 00t060J0 i AMID ENI UAsIF 11 C0.F01"m 'It. 1.1, on PAARICATINS, NAIDLIND. GNIPFIKS. INSTALLING AND ARACINf a lA.111sl THIS OLfIiA CONIOIMf YIIN APPLICAALE PROVISIONS of SDs (IATIONAL DESIGN ALPINE SPECIFICATION ►PILI SHED 11 INE ANI.ICA. BC LL 0.0 PSF CA -ENG AEB/CWC /041ST ALIO PAPER ASSOCIATIOR) AND TPI. ALPINE j COINLC101f A4l NADI Of TOGA ASIR ASS$ G.Eo IALl. SPELL. «CEPT AS Norco. APPLY CORIECTOAS To EACH FACE 0I TANSS, AND UNLESS OTNERIISI LOCATLD ON III$ DESIGN. POSITION COMBIC70AS PIa OWINGS 140 A•l. THE SIAL 01 TRIS OIAYINO INDICATES ACCEPTANCE OF PROFESSIONAL [NGINEECENG CONOI[Ii"1041311l►a SN IlILY PA1TINLAAEtauss IlIlO1Nt ISOTNITR[s►ONSIIIIIT/ Of TM[ O ILOIYGITT Ago OEflf.11i[P`4 TNIf It �3x 9=8 InG YSt/iPl I•ItPS fICT10R t. * TOT. LD. OUR .FAC . SPACING 33.0 PSF 1.25 ;24.0• SEAN - 18311 FROM Cod (nilen cut------ 07.11-00 - n5 42'6 hip ) TOP CHORD 2x4 Of -L1 c`r's OT CHORD 2x4 OF -L #1 o WEBS 2x4 OF _L Standard rs:LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: c' 0 BRACE TC 0 24.00. OC, BC @ 72.00" OC. N 0 z W2.5X4 9 W4X4q(A) N A O fYr a _ A W - W2.5X4(Al) . W1.5X4 N W3X8. R� z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2. SX4 W3X8 a W2.5X4 E3 W2.5X4 —E 7 W3X4 0 (A) (A) (A) 5-7-5 W2.5%4 W3X6 � W2.5X4 s W3X8.. '0-0 W1.5X4 m W1.5X4 ■ ¢ 12-6-14 17-4-4 3-6-14 I I` 33-6-0 Over 3 Supports R-211 W-3.5" R-1207 W-3.5' ci. cli R-863 W-3.5' C=- ,7-; r,.; Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95IR Design Criteria: +FF,%Y, 19ITALLIIE AID O BNACIRI. [1111 TO NDH1 (NAsot IM6 IISTAL-tINC AID IlAC11Q. PUBLISHED 1T TPI IT 065 PLATE O IISTITITE. EOS O'DIORID W., self[ 100, KWISol, NI ;71111. Fob MT as PIACTEC'S ►1104 i0 N P11F00411I TIES' RNCTIONS. IILESS OTIERMISE INDICATED. TOP CHORD SHALL RATE PROPERLY ATTACHID fTRUCTIRAL PANELS, I0TION CHOAD SHALL RAVE A PROPERLY ATTACIED 11610 C[IL110. C -i —IMPOITANT— FURNISH A COPT OF THIS DISIGH TO THE INSTALLATION CONTRACTOR. ALPINE EIGIArtUO -"� PRODUCTS. INC. SMALL NOT It RESPOISIILE FOR All DEVIATION FROM To's DESIGN; ANY FAILURE TD NUIL`a A L P I N E—012ilofTli sm. COnni oisism cairn S�ITn�APPLICABLi HANDLING. SHIPPING. (IiiioiAL OlS N6l� b SP'CIFICATIOI PUBLISHED IV THE AMERICLI FOREST AMD PAR[ ASSOCIATION) AND TPI. AL►IN[ CONNECTORS 04E MADE OF RISA ASTM Asti 0440 GALT. STEEL. ISCIPT AS NOTED. "FLY COINICTORS TO EACH FACE Of iWSS. AND UMLESS OTHERWISE LOCATED w THIS OES104. POSITION Cou1CTOI; ►ll DRAWINGS 160 A-1. THE SEAL 01 TN11 DIMING INDICATES ACCEPTANCE o1 nOFEssIo1AL L1Cu't11N6 AI CA 9 her-1ESIOISIIIL ITT SOLELY FDR THE TIIs$ CONFORENT DESIGN SIOMN. THE SUITA81LITY AND ISE OF THIS COHPOlt1T 104 ANY PARTICULAR IGILDIII ES TIE R'SPOMSIMILITT OF THE 8UIL01NG DESIGNER, PER . ANSIIT/1 I.1/IS SECTION E. E Wuiv ON CA - 1 - - F Scale -.1875-/Ft TC LL 16.0 PSF REF R427--54665 TC DL •10.0 PSF DATE 07/13/00 s 6 BC DL • -'j • 7.0 PSF DRW CAUSA427 00195029 BC LL 0.0 PSF CA -ENG AE8/GWH Jul 13 2000 * TOT.LD. 33.0 PSF SEON - 18318 CNiI, ��� DUR.FAC. ;1.25 FROM and SPACING 24.0• -cut------ 07-11-00 - n7a) ITOP CHORD 2x4 DF -L #1 OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard a LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3, INN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: cc.',,''O BRACE TC 0! 24.00. OC, BC 0 72.00' OC. c- 0 z W2.5X4 ♦ W3X8 ANY v W2.5X4 ra 0 7 r a w W4X4 ca w x T 2-4-5 W3X8 _ x W2.5X4(R) a W5X8 . W1.5X4 B w x THIS DWO PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS] SURNITTEO RV TRJKfZ HCR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 o W2.5X4 a W2.5X4 a W2X4 n +10-0-0 a +8-0-0 A)•P7A ,a 33-4-5 I d 12-6-14 17-4-512-6-14 HE CC ht j v 35-8-9 (`— 42-6-1 Over 3 Supports=� �e DPN r NR-1034 R-1713 W-3.5- R 0 -59 crs PLT TYP. YMvp TP11-0511 Design Criteria: TPI(S' '-BANNIBa-- TRISSIS l(GU11E Ern[11[ CARE IN FABRICATION. NAIDIINS. SNIF►Ira, IN'TARRING AND IRACING. 11FIN TO MID -91 (RABDLINN INSTALL116 AND $RACING). PUBLISHED OT TPI MUSS PLATE INSTITITE. SIS O'OA00,210 on" SOI][ EDD. M OIS01, 91 LSM). FOR SAFETY PRACTICES 111101 TO P[RFORAIN& THESE FUNCTIONS. OELESS 071ERNISE IMOICATIB. TOP CAORD SMALL HAVE PROPERLY ATTACHED STIIU=AL PANELS- NOTION CHORD %NALL NAS[ A PROP(RLT ATTACHED AIa10 CEILING. '-IMPORTANT"- fURBISR A COPT OF THIS DESIGN TO TN[ INSTALLATION CORTMAC70A. ALPINE E111NEER[0 PROOOCTS, INC- ""t NOT If RESPONSIBLE FOR ANY OEYIATI01 FROM THIS 015160. ART FAILGAE TO IOILO T/[ TIOSS[S 11 CONFOAMABCI VITN T►1: OR 1A1RICAT116. HARDLINS. SHIPPING. INSTALLING AND' IRAC116 If TINSSES. TMIS DESIGN CONFORMS YITN AnuCABRE P1O►ISI0111 of NpS QAtIDRAL DES10N AICI, ICATION PUILISMID BY THE AMERICAN FOREST AND PAPIA ASSOCIATION) AND TPI. ALPINE CON41CIOAS AA[ MADE OF EOaA ASTM ACLS 6140aAa►. STEEI, [ICCPr AS WED. APPLY CONNECTOAS TO EACH FACE Of tAUSS, AMD UNLESS OTNERBISE LOCATEp OA T/1S OESI W. ►OSIT101 CONNECTORS PER MARIANA ISO Aq. TNI SEAL 01 THIS ORAVFN IADIC►T(S ACCEPTANCE Of PROFESSIONAL INGINEIAI" RESPONSIBILITY SOLELY lea TINE TIOSS COMPONENT OISISI SIOUN. THE SUITABILITY ARD USE OF THIS COMPONENT FDA All PAATICBLAA U]1O11G IS THE RESPONSIBILITY OF THE BUILOIR DESIGNER, PIA ANSI/T/1 1-1905 S(CT70N E. 0 G CV ALPINE A� 4 CNgtZt b' W - Jul 13 2000 TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0,0 PSF TOT.LD. 33.0 PSF DUR.FAC. ;1.25 SPACING 24.0' Scale -.1250/Ft. REF R427--54666 DATE 07/13/00 DR W CAUS0427 00195030 CA -ENG AEB/GWH SEON - 18327 FROM and (siren -Cut------ 07-11-00 - n8 36111-1/8 mono hip [TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #lbBet.: OT CHORD 2x4 DF -L #16Bet. :82 2x4 DF -L #1: c�1 WEBS 2x4 DF -L Standard '—'Lt Slider 2x4 DF -L Standard: BLOCK LENGTH — 1.500' ate: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cy),.DOITIONAL LOADS r' C - 620 LB Conc. Load at 11.44 (H) x DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 5-6-6 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. (H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS24. SEE SIMPSON CATALOG C-2000. W3X8 0 W3X8 m W3X40 A T2 ooa 74 (A) 11. - A� C=3 0-7-9 ria w W6X8 (E1) � W4X6 w W4X4 SIRx - z as, , w THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (16d—box—nails) TOP CHORD: 1 RON 0 12" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS ' : 1 ROW 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 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 DNG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-16 OC. W3X4 o W3X8Ea 143X613 143X8 im W6X6 es W2.5X4 a W1.5X4 II HS416 e W3X4 sm W Hen 141.5X4 IN �) T 3-6-4 .�8-0-0 W6X6 /6 a L_ 5-6-6 _I_ 30-11-2 I '-VJ rrE C(XW1, 36-5-8 Over 2 Supports �ii �A� � R-3128 N-3.5" - MA R-2982 W-3.5" ; N �o1�r 0 PLT TYP- Minh Straneth_UAva TPT-49%R nocinn ToTFeTM ..._.,._._. .r .•__,_ =3- � V ,7 -' ALPINE �a..A.. •MANI NO•• TIUSSIS IEOUIIt EITIEME CARE 10 FABRICATION. HANDLING. SNIPPING, INSYALLING AND _ •NSSTTI1TVTL. GIST D 0101410 DR.. UIT[ 100T4MADISON. NJ S371Y).P Uf00SfAFETY PRACTICESNPRIOR To ►ERFaNING THESE FIRCTIOIR. UNLESS 611ERNISE 1RDICATED, TOP CNOAD SHALL HALE PROPERLY ATTACHED STRUCTURAL PANELS. IOTTGN CMD SAALL NAIL A PROPERLY ATTACHED 11910 CEILING. '•IMPORTANT— FINNISH A COPY OF THIS 099101 TD THE INSTALLATION CONTRACTOR. ALPINE (NAINEIR[ PRODUCTS. INC. STALL 107 It REVOASIILE FOA All DEVIATION FROR TNT$ DESIGN= ANY FAIL 0l1 T INILO 111 TRUSSES II CON►OAMARCE HIT$ T►1; OR FABRICATING. HANDLING, SHIPPING. INSTAII)NG AN IAACt 6 OF TRUSSES. THIS DESIGN CONMAS N1TN A►►IICAel1 PIOIISIORS OF NDS (AAnoIAL DISIG SPECIFICATION FIILISN(D IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALP11E CONNECTORS ARE $A1C OI tOGA ASAI ARS(' GAD IALV. STEEL. EICIPT AS NOTED. APPLY COIIICTOAS TO EACH /ACL OF Tlt$I. AS MM OTHIAIISI LOCATED ON TRIS DESIGN, POSITION CONNICTOAS PEA DIANI10S 160 A4. Til SEAL 01 THIS OAA9116 INDICATES ACCEIIAICE Of P20FISSIONAL 116111[1[1, AESPORSINILITV SOLELY IDA TNI TROIS CONPOIIIT DESIGN $NOVA. TIE SNITAPILTTV AND USE Of TNI, COOUNT 10 ANT PARTICULAR INILOING 1$ Tot RESPONSIBILITY Of TRI 111LOING DESI6IG. PIA ANS,FTVI 1.1919 SICTIIR I. 03'Q W. �y # Jul 13 2000 * QVI1- 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 REF 8421--54667 DATE 07/13/00 DRW CAUSR127 00195033 CA -ENG AEB/GWH SEON - 18330 DUR. FAC. ; 1.25 FROM and SPACING 24.0N M n -cut------ 07-11-00 - n10 49'4-5/16 hi I -OP CHORD 2x4 DF -L #1 RIOT CHORD 2x6 DF -L 02 :B2 2x4 DF -L f1: �• WEBS 2x4 OF -L Standard p,;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS cpic - From 75 PLF at 0.15 to 75 PLF at 2.96 SIC - 1313 LB Conc. Load at 2.96 (H) 0 z ;H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-2000. [/j h L> Ci 0 0 04 �-', -0-7-9 E; W6X6 (83) o WJX4 = N3XH m THIS DWO PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC 0 72.00' OC. W3X4 %# W3X8 . W3X4 m W2.5X4 Q 5X4(R) 6 7-7-5 A/O -0-0 "''A° — W3X4 a W5X8 me W1.5X4 II W5X4 0 W1.5X4 0 w 18-0-0 18-5-9 z 15-6-6 _1_ 17-4-5 _1_3-6-14_1 AJ IJ ECDp, I ,j- I 36-5-9 Over 2 Supports �.y�• T R-2630 R-130] W-3.5' RO al0 crs PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale —.1875' Ft. o 1F ^• -' "`I"'i' ALPINE ���1� �W• �' s.Q alo,c,► an •rARrtri-- TROSSES REOUIRE IST19RE CARE 11 FABRICATION. NAADLING. SNIFFING. INSTALLING AND •IRACIRG. REFER TO 111.01 (MAYOLING INSTALLIMB AND IRACISC). PUBLISMID BY TF1 GNUS$ PUT[ TO FESTOONING TAME31 FUNCTIONS.RUNLLST UT 583 D'O10F1IO, D.. SS101MIIE RYIS[ INDICATED. TOPICMADISON. VI HORDFSMALL L HAVE PROPERLY Ayr -OR SAFETY PAACTICIS PRIORNig STRUCTNAAL PANELS. BOTTOM CHORD SMALL RAMI A PROPEALT ATTACKED RIGID CEILING. -•INaFORTANT-- FIANISI A COPY Of TOTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EMOIRIERID 020DUCTS. INC. SMALL 10T BI RESPONSIBLE FOR All DEVIATION FROM TRIS DESIGN: ANY FAILURE TO BUILD TME TRUSSES IR CIMFORMAM VLIN TP 11 DR PARAICATING. MARBLING. SNIPPING. INSIAtLIMG Al nACING DF TRUSSES. THIS DESIGN COuoANS NITO APPLICABLE PROVISIONS OF IDT (RATIONAL DISIG SPECIFICATION PUILISNED It TIE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NADI OF IOU ASTM A653 $110 "LT. STEEL. ESCEFT AS 0070. APPLY CONIECT014 TO EACH FACE Of TRUSS, AND UILISS OTHIIMISI LOCATED DN THIS DESIGN. POSITION CONNECTORS tea 1:AMINIS 160 A•1. TME SEAL 01 TITS OIAIIII INDICATES ACC90TAI I OF PROFESSIONAL 106119ER181 CONPON[ TSPONSIB1LITY Fd ARYLELY ►ARtICUIY RYILOINiTHE TRUSS �l iOTM[T1[[►OK10AMiLO [fT 0/ ME UIL01 C OESIGNO[RSEOf PIR TMIf ANSI "1 T•II9T S1CTIOS 2. C W. y ( I 13 2000 '� CiV1L '7�� TC LL TC DL BC DL BC LL TOT.LO. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--54669 DATE 07/13/00 DRW CAUSR127 00195035 CA -ENG AEB/GWH SEQN - 18338 OUR. FAC. 1.25 FROM and SPACING 24.0• 0 n-Cift------ 07-11-00 - n10a 49-4-5/16 hi ITOP CHORD 2x4 DF -L #1 N OT CHORD 2x4 DF -L #1 1-1 WEBS 2x4 DF -L Standard Ab Lt Stubbed Wedge 2x4 DF -L Standard: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c=uN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0 BRACE TC @ 24.00. OC. BC @ 72.00' OC. 0 z W3X4,0 H U' b Ca 0 r�4 w - A C-3 04 w -0-7-9 z_ H5X6(G1) n W1.5X4 8 W3X8 s z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. W3X8 a W2.SX4 n W3X6em W4X4(R) d> W2.5X4 - W3X41m W2.5X4 ® W1.5X4 N W3X4 a W3X10 = W3X6 ® W1.5X4 /,(qA 7-7-S — -0-0 FTE CWM 4 I_ 13-6-6 _I_ 21-4-5 ,SS 9tlG PARWEN 6 1s A I 36-5-9 Over 2 Supports�,y -' R-1203 W-3.5" 1 p- R-1203 W-3.5• o • PLT TYP. Nave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.1875"/Ft. [� ••YAKYINC•• TlUtflt 4[OYIIC t[T,INt CARE If /A14lCAT10M, NA,Dllfc, t+IPr1,G, INSTALLING AGO o /ucui. Etta To MID -91 (YAroua INSTALLING AND IKAeuc). ►uausN[D by Irl (T4Yfi PLATE i7�r W. TC LL 16.0 PSF REF 8427--54663 � INRITYT[, Sq O'040f410 ON., f01Tt 100, KAOISO,, 01 1771+). /04 WRIT IRAtTICIi ft104 TO ¢ N IE+fOMUf T,lft /f+CT10Kf. Oft[ff OTY[,YISf INDICATED, T01 tY010 SMALL HAVE ►1Oftflr ATTACMlD plr TC DL 10.0 PSF DATE 07/13/00 C� STRUCTURAL PANELS. BOTTOM 011040 ffA1A ,Att A /RO►I+LT ATTACHED II610 C[Ill,i. ••INPORTAMT•• ruua A �OFr Of Tf1f D[Slil To THE 3UTAllAT[Of CONTRACTOR. AltuT c+irfcc11t0 BC DL 7,0 PSF DRW cAUSR427 0019s027 MOOlkti. ICC. 11 GOT f0i O[ Ktf►OtStOIL fOt Amy 0[YIAl10K ftOK TKIS O[SItK: All ►A1lUtt TD s ALPINE luno tot nlo[1 a cof►D4KAut ,Iro r►[1 a rAfneAnu, ,A,DL1K0, st+v►nf. I+fiutl,0 M IKACIKI 0/ T++sitf. TYII 011141 tOUDAK3 417M ArfIiCA/lt /,OIISI0,2 Of +Of (NATIONAL DISI BC LL 0.0 PSF CA -ENG AEB/GWH frttl►14TIOf fU1llSK10 OT T+[ AMERICAN l011[fi A110 fAfCK ASSOCIATION) AND TPI. ALPINE - Jul 13 2DDD , coYflCTOlf A4[ MADE a !OG ASTM AIf3 /440 LAIN. full, t[C(►T AS NOTED. Arrlr co,4[cTo4s TD �► * TOT.LD. 33.0 PSF SEQN - 16313 EACH ►Act 0► TIYff, AND UKl[ss OiKEUIfE LOCATED 0, WS DLSIfII. POSITION CO„[(TORE ►C1 DUN 111 uo A-!. Till su( of THISDAAruc ImICATfs Acc[rTA,ct o► rfartssto,u [,+utc4t,0 C1yI1. OUR. FAC. � 1.25 FROM IBd NpieeEf�eet°aPfoAoetf.iac• fmvoiiiitia AiriuTwui[liiioi,ao[iofraTuivoiilititti of ni iuiiolic oiuu[isE►o� THIS �� s�cNlaeato►CAlsa2t A,ITnrt run SECTIO., 7 t. SPACING - 24.0” 7 Q -(4wen-Qut------ 07-11-00 - nil 49'4-5/16 h1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. !TOP CHORD 2x4 DF -L #1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. Lr -.,OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS -L/240.00 LIVE AND L/180.00 TOTAL LOAD. s� LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 110 PSF BC LIVE LOAD PER UBC. C-3 - N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.0 BRACE TC ® 24.00' OC. BC A 72.00. OC. x W2.5X4 0 W3X8 s W2.5X4 Sol W2.5X4 d —t 7 W4X4 � 7 r CNS v W2.5X4 ♦ (A) (A) (A) A W4X4(R) d o (A) A) 7-7-5 ��/ a w 2-4-5 a w -0-0 C1 W1.5X4 W W4X4 o W3X8 a W1.5X4 m W2.5X4 NBC W5X8 a W1.5X4 6 x w W3X6 � _ COUNj Q 1— 12-6-14 I 17-4-5 —L -3-6-14 —i UNG�� 33-6-1 Over 2 Supports k.: R-1176 W-3.5' VED nom. R-1104 W-3.5• C= - PLT PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/11-/-/-/F Scale —.1875"/Ft. •p •-AAMM NO— TRUSIES R1001RE tITIENt CANE IN FABRICATION, NUKING. SNIPPING, INSTALLING AND C=2 %ACIRS. 1EFTR TO MUUSNEO 9Y TPI (TRUSS PLATE •91 (MANDLINS INSTALLING AND BRACING), PSIptA W- TC LL 16.0 PSF REF R427--54664 o tNITttUTc. ENS 6.0201110 D1.. SUITE 200. MADISON, NI 53710), FOR SAFETY ►RACTICIS PRION To IEIL TC DL 10.0 PSF DATE 07/13/00 N I►OANIN9 THIS[ FRICTIONS. UNLESS OTNIANISE INDICATED. TOP CHORD /NANATE PROPERLY ATTACHED STRUCTURAL fact 1. BOTTOM CNUD SMALL NAIL A PROPERLY ATTACNID 114ID C[ILING. Cri -•IMPORTANT•'FUR11S1 A COPT of THIS 019161 TO THE INSTALLATION COITILUTOR. ALPINI c101NEtAED BC DL 7.0 PSF DRW CAUSR�27 00195028 r. PRODUTS. INC. SNAIL NBT 91 R[SPONSTILE FOR ANY DEVIATION FROM T11S DESIGNt ANY FAILURE TO ALPINE 10I1D TIC TtU3ip 19 N9f0INaCE YITN TPI: a MNSICAFIRh MAADll1i. INP►PIN. INSTAlL119'AID q . a uACIa or nUSst9. TALI Of9.GN CON►DAMS NITN A►PUCABLE PROVISIONS D► IDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION rGO Br THE ANIRICU FOUST AND PAPER ASSOCIATION) AID TPI. ALP1Nc J 1 13 2000 TOT.LD. 33.0 PSF SEQN - 18315 - COUICTORS All NAD[ or 260A ASTM ASSa BRAD SALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS ro t►CN FACE Or TAUSS, ASO INL[SS OTHE1NISc LOCATED ON THIS 013160, fOSITTOI CONN[CTUS Itl U►NINa 160 A4. Ta SEAL 09 TRIS DRUI89 INDICATES ACCUTUCC Of PROPESSIOUL craututgo .{� OUR.FAC. 1.25 FROM R1d NESPONSI&per, COR►UENTIFOI a1LITY L1A1TICOlAIELY 101 EBU lD[M�JiOitlETB[9/09i16[lT Of Tpt NUIIOlNC2DESI6TY �E1u►IL 01 TtlAlpil3 l'4 401Pp�- �8i2� X91 USI/TPI l•199S SECTION I. SPACING 24.0' • a • ( Uen lut------ 07-11-00 - pl 4'4-3/8 mono ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. STOP CHORD 2x4 DF -L J�1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: �IOT CHORD 2x4 DF -L #1 - TO BRACE TC @ 24.00' OC, BC @ 12.00' OC. Ln NESS 2x4 DF -.L Standard DEFLECTION MEETS L/240.00 LIVE AND'L/100.00. TOTAL LOAD. ,,;'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. c"). rn E- 0 z d I 1--44-6 Over 2 Supports __. R-240 W-3.5' ate. R-117 0 C` -A - PLT TYP. Wave TPI -95\R Des1 n Criteria: TPI STD o •;WARNING-' TRIMS AEOUIRE ISTREMf CASE 11 ►ABRICATIOB. NANDLIIG. SNIPPING, MIMING AND C= BRACING. AIFEI TO NII.01 (HANDLING INSTALLING AND IRACING). PUBLISHED BY T11 (TRUST PLATE C=) IRIfITOTf, fW D'ONOfR10 Dt.. SRIT! t00. MlIDISON. Y1 SST1fJ, ►OR fAFET1 PRACTICES PRIOR TO N ►ENI OR I/i TMEfE PUNCT IOSf. OIl[Sf OTYEAYIif; IIDICATID. TOP CAC1LD SNALL 1ATE PAOPEALT ATTACHED STIBCTUTAL ►ANIIT. BOTTOM CIDID SR►LL HAVE A FAOPIRLV ATTAC14[0 RIGID CEILING. M ••.IMPORTANT`- FURBISH A COPT Of THIS DESIGN TO TN[ INSTALLATION COSTAACTOS. ALPINE ERBIBECRE PAOOUCTS. INC. SHALL NOT BC AESPOISIILE FON All 0191ATION FRON THIS 011161; ANT FAILOIIE T IUILD TIC TIOSSES IN CONFORNANCE LITH TPI; ON FABRICATING• HANDLING. SNIPPING. INSTALLING AM A L P I N E OACIIG Of TRUSSIt. THIS DESION CONFORMS PITO APPLICABLE PROVTSTOSS Of 603 (NATIONAL DESIGN S►CCI/KATION PUBLISHED IT AE AMERICAN F019ST AID PAPER ASSOCIATION) AID TPI. ALPINE CO21ICTORS AGE HAD! Of 906A ASTM AM BRAD GALT. STEEL. LICE►T AS NOTED. APPLY CONNECTORS 10 EACI FACE Of TRUST, AID GILETS OTHEIYJSE LOCATED OR THIS DESIGN. POSITIOI CONNECTORS ►EA �•1'.,,�.,.. c�....� e.,..�.... ORANINNI 160 A•1. 719 SELL 01 111$ OAAYISI INDICATES ACCEPTANCE Of PlOfCSSIONAL E1G1Nlf111G "'1""` "--"mg, �' COBPOIEBSIfOATWILT FOR TIE TRUSS ABY PAAlIC1Ut BUILDING 13 Afi►OAf I1 [tITT OF TNI! BUIlD1IGENT DESIGN &Inn. THE 1TY 0Ef filEli[POi THIS t G �� AHI/TPI 1•1001 SECTION t. W. Jul 13 20 {.w! i B E� A:I..4.A4FtiG DEPA #APPROVED) ' CA - 1 - - F Scale -.37S"/Ft. W1.5X4 N y � REF R427--54670 _ Ts E V 7 F SEAN - 18344 A . 1.25 2-10-14 0 w _ 24.00 w B-0-0 Ax W1 .5X4 N w W X (Al) m z ' d I 1--44-6 Over 2 Supports __. R-240 W-3.5' ate. R-117 0 C` -A - PLT TYP. Wave TPI -95\R Des1 n Criteria: TPI STD o •;WARNING-' TRIMS AEOUIRE ISTREMf CASE 11 ►ABRICATIOB. NANDLIIG. SNIPPING, MIMING AND C= BRACING. AIFEI TO NII.01 (HANDLING INSTALLING AND IRACING). PUBLISHED BY T11 (TRUST PLATE C=) IRIfITOTf, fW D'ONOfR10 Dt.. SRIT! t00. MlIDISON. Y1 SST1fJ, ►OR fAFET1 PRACTICES PRIOR TO N ►ENI OR I/i TMEfE PUNCT IOSf. OIl[Sf OTYEAYIif; IIDICATID. TOP CAC1LD SNALL 1ATE PAOPEALT ATTACHED STIBCTUTAL ►ANIIT. BOTTOM CIDID SR►LL HAVE A FAOPIRLV ATTAC14[0 RIGID CEILING. M ••.IMPORTANT`- FURBISH A COPT Of THIS DESIGN TO TN[ INSTALLATION COSTAACTOS. ALPINE ERBIBECRE PAOOUCTS. INC. SHALL NOT BC AESPOISIILE FON All 0191ATION FRON THIS 011161; ANT FAILOIIE T IUILD TIC TIOSSES IN CONFORNANCE LITH TPI; ON FABRICATING• HANDLING. SNIPPING. INSTALLING AM A L P I N E OACIIG Of TRUSSIt. THIS DESION CONFORMS PITO APPLICABLE PROVTSTOSS Of 603 (NATIONAL DESIGN S►CCI/KATION PUBLISHED IT AE AMERICAN F019ST AID PAPER ASSOCIATION) AID TPI. ALPINE CO21ICTORS AGE HAD! Of 906A ASTM AM BRAD GALT. STEEL. LICE►T AS NOTED. APPLY CONNECTORS 10 EACI FACE Of TRUST, AID GILETS OTHEIYJSE LOCATED OR THIS DESIGN. POSITIOI CONNECTORS ►EA �•1'.,,�.,.. c�....� e.,..�.... ORANINNI 160 A•1. 719 SELL 01 111$ OAAYISI INDICATES ACCEPTANCE Of PlOfCSSIONAL E1G1Nlf111G "'1""` "--"mg, �' COBPOIEBSIfOATWILT FOR TIE TRUSS ABY PAAlIC1Ut BUILDING 13 Afi►OAf I1 [tITT OF TNI! BUIlD1IGENT DESIGN &Inn. THE 1TY 0Ef filEli[POi THIS t G �� AHI/TPI 1•1001 SECTION t. W. Jul 13 20 {.w! i B E� A:I..4.A4FtiG DEPA #APPROVED) ' CA - 1 - - F Scale -.37S"/Ft. TC LL TC OL BC OL BC LL TOT -LD. 16.0 PSF 10.0 PSF • 7.0 PSF 0.0 PSF 33.0 PSF REF R427--54670 DATE 07/13/00 DRW CAUSR427 00195032 CA -ENG AEB/GWH SEAN - 18344 DUR.FAC.; 1.25 FROM and SPACING 24.00 (awen-cut------ 07-11-00 - p2 4'4-3/8 mono grd ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. T OP CHORD 2x4 OF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: cv SOT CHORD 2x6 DF -L SS TO BRACE TC 0 24.00" OC.- BC ® 72.00" OC. C�-3 WEBS 2x4 DF -L Standard SPACING 24?FROM ON DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,:L;'LATES (ADDITIONAL LOADS SIC - From 582 PLF at 0.00 to 582 PLF at 4.36 c :ECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE z BOTTOM CHORD AT 24' o.c.: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. W1.5X4 N R.7 F• - A 7 r o 2-10-14 A w • W - 8-0-0 z W2X6 N rz W4X4(A1) SHE - I F--4-4-6 Over t Supports-- sl R-1515 W-3.5 " per, R-1313 0 Era PLT TYP. Wave TPI -95\R Design Criteria: TPI(S O —WARNING" 1403395 IE4UIIE [STREW CARE 11 FABRICATION. HANDLING. SNIPPING. INSTALLING All C=- BRACIAG. REFER TO HIB•91 (HANDLING INSTALLING AND INACING). PUBLISHED BY TPI (TRUSS ►IATE O INSTITITI. 503 0.01011110 OR.. SUITE 100. MADISON. NI 53116), FONT SAFETY ►IACTICIS PRIOR TO N PIRFOANINA TRIAL FUNCTIONS. 111LISS OTHERWISE INDICATED, TOP CHORD SHALL RATE FAMILY ATTACHED STRUCTURAL PANELS, HUTTON CHORD SHALL 44VE A PROPERLY ATTACEID 41610 CEILING. C -i IMPORTANT— FURNISH A ---. ► ODUCTS. INC. SHALL HOT BEOIES►BRSIILI PY OF THIS FDAGNANY To TOETIATIORIE LFIOMATHIS DESIGN: Ali R. EFAILUREETO ALPINE BOILO TRE TRISSES IN m4FORNAACE WIN T►11 01 FAIRICATIIG. HANDLING. SKIP P[4B, " T, His .� eRACBR1 Oi TIDUEN. 7119 DESIGN CONFBRNi WITH APPLICABLE PROVISIONS Or Hos WTIOSIL Ohl SPECIFICAT10e PUBLISIED BY THE AMERICAN FOREST AID PAPIA ASSOCIATION) AND 103. ALPINE CDIREC101S ARE NADI OF IDSA ASTM A663 OHIO GALV. STEEL. EICEPT A3 NOTED. APPLY CONNICT043 TO SACH FAU IF IIISS. AND UNLESS 07NERVISC LOCATED DI THIS 011164. POSITION CONNECTORS PER .1,,kIgiSoold �D,,..,,,,LI,,,,,.,..,.. DRAWINGS 190 4.9. THE SEAL 04 THIS OIAWINI INDICATES ACCEPTANCE OF PROF133IONAL IN6INEERIIIU "�� """�"", �' ACOPP0Hl4 19S1ttlY SOLELY FOR INC IRUSS FOR .1 PARTICULAR 1011.0116 IS Tot FRIS►ONSISILITI OF THE BUILDINGSIGR SHOWS. ?If IDESIGNER.TY AND `R THIS '4 CA 9= ANSIITPI 1.1606 SECTION R. �0 &J ff E ce PAPPROVEW CAL- 1 - - F Scale -.375-/Ft. s * ul 13 20 IT OP TC LL 16.0 PSF TC DL 10.0 PSF BC DL j: 7.0 PSF BC LL 0,0 PSF TOT.LD. 33.0 PSF REF R427--54668 DATE D7/13/00 DRW CAUSR427 00195034 CA -ENG AEB/GWH SEAN - 18342 and SPACING 24?FROM ON LONGFELLow LUMBER CO. INC. ■ Quality Truss Design s Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 Yj N Job No: L o rr--, / c, �� y G � •�lSS Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products M,E DEPARIVEP14' P.O. Box 20455 _ Portland, OR 97220 ^ PPROVE (503) 254-0204 ^n _ jy^Q ,/- r LONGFELLOW LUMBER CO. INC. ya Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140j�' 89 Loren Avenue ISI II II II II Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for - handling, installing and bracing of wood trusses. Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. r �I - F3 F2 � i MINI E c x o v ®' 0 ccccr - - - cncncncnc N N N N N aommamr 1 , I, N 1 1 K1 Emu ■ ■ i - F3 F2 i F1 G2 HE E c x o v WIN ®' 0 ccccr - - - cncncncnc N N N N N aommamr 1 , N 1 1 K1 Emu m NOW,0m �I■■■■■■■��I1 Milli ONE wills I ■■.��■r ��a■eKMEMO- PAO _ ■ ■ i - F3 F2 F1 G2 HE E c x o v nnonn ®' ccccr - - - cncncncnc N N N N N aommamr 1 , N 1 1 K1 Emu m GAUL'[ 11111 TIL IAII. \SI )\ \ \ \ \ S 11PONGUACK 0-1-0 a (PI ) PEAK PLATE 10 MATCH COMILIN TRUSSES. (NAIL 10 LEDGER 12' U.C. ) 2X4 FIR -LARCH 02 NTN. 15.0 (SI) SPLICE PLATE TO MATCH (BRACED AT 55' U.C.) NOTE: IIIIS DETAIL MAY BE USED FOR d883� (111 ) HEEL PLATE 10 MATCII CUMI-UN 1RUSSES. TRUSSES WITH PITCHED O.C. ALSO. BRAC (0) OPTION 10 WED PLATING: USE (3)-2' 15-6-0 SS _3 A35 15-6-0 LEDGER (NAIL * TOT.LD. 50.0 PSF TO VERTICAL - 25458 SIL A114 � `113( K 1.15 W/2-I0d NAILS) FIZUM PDC (K) SPACING FUR 143 = 56.0• U.C. REFER. TO Slf'PSIIII CAIALDG C -9411-I FOR PRUUUCT AIIACIIIILIIf SPECIFICAIIUN (AIIACII A35 IN FI DIRECTION (PI) 0 (SI) (N) (G) 0 J — T �- (S) LEOGER (N) 6'0.C. II MAX (M) 2X4 F.L. OR H.F. M2 OR BIP SIP.OIIGOACK BRACE IIIIS DWG 1'flU'AlICII FROM CUI11'IIIER 1111-Ul (LUAUS 6 DIMENSIONS) SI18HIII[1) BY II(l1SS Hf R. r RUI F MATERIAL-, OUILOUKER (C) GAELE END -- 2X6 DI !- .IS 2XLEDGER ) C01111U11 1P.USSES SIRUNMACK BRACED AT 55' O.C. (C) IX4 FONT IlRIIJUS LATERAL ORAC114G FOP. BRACE (STP.UNGDACK) MEMOER LUNGER THAN 72'. ATTACH AT MIOPOl111 CIF EACH GRACE W/2 -8d (COMMON HAILS. 24' MAX GABLE END OUILOOKER WIRE STAPLES (0.1172 OIA./15 GA.) TOENAILEO 111RU C11020 INID WEB 6 IHRU WED INTO CIIURO 011 ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (III ) 14UST BE PLATED. (G) GABLE END OESI01 BASED ON 75MPH MIND LOAD, EXPOSURE 'G' AT 0-25 FT. MEAN PLATE \SI )\ \ \ \ \ (III )I 0-1-0 a (PI ) PEAK PLATE 10 MATCH COMILIN TRUSSES. NOTE: 1110POS TO BE 2X4 FIR -LARCH 02 NTN. 15.0 (SI) SPLICE PLATE TO MATCH COMMON TRUSSES. NOTE: IIIIS DETAIL MAY BE USED FOR d883� (111 ) HEEL PLATE 10 MATCII CUMI-UN 1RUSSES. TRUSSES WITH PITCHED O.C. ALSO. 15-6-0 (0) OPTION 10 WED PLATING: USE (3)-2' 15-6-0 SS WIRE STAPLES (0.1172 OIA./15 GA.) TOENAILEO 111RU C11020 INID WEB 6 IHRU WED INTO CIIURO 011 ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( SI ) 6 (III ) 14UST BE PLATED. (G) GABLE END OESI01 BASED ON 75MPH MIND LOAD, EXPOSURE 'G' AT 0-25 FT. MEAN PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 MEIGIT. PLT TYP. Wave TPI 95 It DesiEll Criteria: TPI -95 STD Q Q O Q "•YARNIHG- " TRUSSES REQUIRE EXTREME CARE 19 FABRICATION, HANDLING, SHIPPING, INSIALLIRG ANO BRACING. RIF(R IO HIB•91 (HANDLING INSIALIING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE Q INSIITUIE. $BO D'ONOFIO OR., SUITE 100, MADISON, YI 57719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING IHSS[ FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY AIIACHEO O O SIR UC TUR AI PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIEIING. .!'IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED o AL,P1N L o PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TSS RUES IN CONFORMANCE WITH TPI: OR FABRICAIING. HANDLING, SNIPPING, INSIALLAIION OR BRACING OF IROS S[S. IHIS DESIGN CONf ORMS WITH APPI ICABIASSOCOII PROVAIION) AND IPIALPINE ISIONS OF MDS (NAI IONAI OESIG S M . TRU S S SPECIFICATION PUBLISHED BY INE AMERICAN FOREST ANO PAPER CONN(CIORS ARE MADE OF TOGA ASIR A653 CR31 GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF IRUSS. AND UNLESS OTHERWISE IOCAIEO ON THIS DESIGN. POSITION CONNECTORS PER -� R[ll[p UPONIN ANY OTHER WAY. DRAWINGS f AI N[GIRUSS O[PICI(0 II(R[AL AND S�IIAllNN01[0[ HNCI�P[S ONLY 10 THE DESIGN 6 - IOd CI111MUN BLACK HAILS \ BRACE 3-I0d HAILS EACII E110 ONLOOKER L2ITEP,IA 3.5' MAX. T'(P. 1101CH a 24. D.C. 1.5' MAX. 12' MI11 24' MAX 2X4 F.L. LUIDER GRADES MAX. LENGTH WITIICUT BRACING (N) MAXAX—LEti TII V/ STRUNGBACK BRACE ( S ) STANDARD 5 -II -0 II -10-0 W 9,a yc TC DL 15.0 PSF DATE 03/19/98 d883� DC OL 91 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESS/pyo TC LL 30.0 PSF REF R992 W 9,a yc TC DL 15.0 PSF DATE 03/19/98 d883� DC OL PSF DRW CD112 b OC LL 0.0 PSF " * TOT.LD. 50.0 PSF SEQN - 25458 SIL A114 � DUR.FAC . SPACING 1.15 FIZUM PDC Job: ''' OE'Al L-02'ALIEMIAiE BnACING 1 NOTE: SEE DRAWING onlNINAL FOR LUMBER, PLATES. AND OTHER UATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION ANO .BRACING. REFER TO 1P1 1118-91. SEE THIS DESIGN FOR lADUI110NAL SPECIAL PERMANENT BRACING REOUIREMENTS. UNLESS OTHERWISE 1NOICATEO, TOP C11ORD SHALL BE LATERALLY BRACED W1111 PROPERLY ATTACHED PLYNODO SHEATHING, BOTTOM CHORD W1111 PROPEITLY ATTACHED CEILING. C0103 IA) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, MANY OF TIIE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTEUK 2X4 'T" BRACE. SAME GRADE AS IIE13 MEMBER. ATTACII WIT11 16d NAILS @ 4' O.C. BRACING MATERIAL 10 BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WIT11 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. GRACE AND LENGTH AS WEB MEMBER. ATTACII WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER OEIAENSION9 J�) 4e--rAII— m m ' P T EA v SC 0 1875 U) - '4 p o p o 1m E� MXII4PORTANTI+H/[FINE EIG11EEr'Eo F►SD s- I1r-. WARNING'Ir�ssEs rEaut11E tr.IrrHE aa[ �Q4 yf( TC LL 30.0 PSF REF R992--42293 d c o o SNAIL 1103 K rf"(11s1e11 ton tiff )X IUldrr,. 11ttrlau 01 3 11 1 10 11 FN)Y (IIS OESICII Oh HESE VIECIFICIII(VIS. on AIN EP101'1). SCE "Is -EI er Ipl. SEE THIS OESISIl _°' y y TC OL 15.0 PSF DATE 06/213/93 o 11[11[11-E ro luuo IIAE 1+1157 111 rol1DMCICE MIM OtI71 Bf IFI. ICF g7IIlO1Al fPEt)!L rEONIUEIII �ACIUO PI �' o �) o o ASPINE tWPRC11Ps AFC NAVE or :JOA mv. SIEtL f"llfA1 ASM SUIFIAEIIIS. UTA.CSS oH[MIte 1:'I E0. 10► �" F " �C DL 5.0 PSF DRN CD 103 0 o n o AAAI CA 1 vun AS "DIED, Am r Ca"Et"" s Te uEX rA" Or 010F0 Swlt DE LITMUS an10ED XII PPOYp Ila, _1�4138/S C'3 ALPIN o muss Arr UAllt 011FMISE LOCAIEO as THIS 11151311 POS[TIDI CT 4184[160 PtWOCO S1EIMINC. Emtrw DAVID 631191 * BC LL V . U PSF -ENG FM r It/ c� v COr11lC101S Nn rMNPv7S In 110 O 16SA-F. Dtslca lT1uoAPoS s)IN PPQFVI-f AIIILACA P1610 CEILl10 -- CCE * W TOT, LD. 50.0 PSF p TRUSS O COMES" ■/t1TCICAOLE I'mVISIONS Or 109 C a1. 111 EUATIEws ALPINE TECHNICAL LTOAIE (r/1/VII FLP PPCPEP ATf FI�(`t .1 / p SE/l OI 11113 OXU1110 APPLIE7 10 IME C"OVIT OEPICIED NAPE O1fE1Lt ►►REGINDI, rL"H'. E CaPY OI 11117110. DUR.FAH.•. 1.15 C1 17 O O p v IIT OLY. 410 tXILL LOT 1E PELIEO UPON )11 pif ODEA WAS. OES101 10 THE (PUSS EAECgaN CC11I1L1C100. ` Of CA` 1 A --IPI • MIS PLANE 11613101E /us - tips IIIUONAt Rims SpECI11U mi r00'0700 tursimicRaN SPACTNA 24.0 I TRUSS DRACING/DLOCKIII(i IICTAIL SAES DWG PREPARED FROM COHPUT(R INPUT (LOADS A DIHEI151011S) SUBI1111(D BY TRUSS HER. 1IWS IIRACIIJO/BLOCKING DETAIL (AT 6U1('OIIT) 14OTE: BRACING DESIGNED TO STABILIZE 1RIISSESP AMT HAS NOf BEEN , DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII W1111 (2)•164 NAILS. BRACING MATERIAL TO BE SUPPLIED AIA ATTACHED AT 80111 EWS TO A SUITABLE SUPPORT BY ERECTION CONTRACIOR. , (M) I(E1GNr OF TRUSS AT SUPPORT. 1. A I I NG -- TRUSS SECTION S -S (0) 2X4 N.F. 03 OR BETTER DIAGONAL BRACE. APPLY 114 PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACH TO EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE MAY BE LOCATED 014 EITHER FACE OF VERTICAL. (P) SIIEATIIING APPLIED TO TOP WORD. (L) LOADS AS IIAICAIED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 8 APPROX, (BB) BLOCKING TO BOTTOM C11CRD OVER SUPPORT, 45' II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD. PLT TYP. Have TPI -95 Design Criteria: TPI-95(STD 18.2c3 "BRYAR CA 1 R - O O Q 1ING'• IAOSS[S A(OVIAI MAINE CAI( 11 FABRICATION. RANKING. SNIFFING. INSIAIIIMO AND O ACING. 11FIR 10 NIB•11 (NANOIING INSIAIIUG AND BRACING(, PUBLISNfo 1Y T►I (TRUSS PLAT[ O nS1111) su o G'0F10 W. SUITE 100. MADISON. YI SIPSB). FOR SAFETY PAACIICIS PRIOR to I(RFOIn11G IN[Sf iUNC 11011. VIIISS two OQ� TC LL REF R427 Q OINIAVIS( IAOICAI(D, 10► CNOAO SNAIL NAZI PAO►tIttY ATTACHED O SIAVCIUTAt ►AItt T. 10110" CHOAD SNAIL NAY( A PROPERTY ATTACHED RIGID CI(IING. _44, Ii�Fyc W TC DL DATE 1/12/94 " I M►ORTARI•• FUARISN A COPY OF THIS DESIGN 10 IN( IRSIAtt Al10A CONTRACTOR. Al►IN( ENGINEERED y D C D L (L ) O ALPINE f100VCif, INC, fNAll 101 11 I(ff OAflBI( F01 ANY DEVIATION FROM IRIS DESIGN: ANY FAILVRE 10 O 1VI10 IN( IIVS SES IA (ONIOIMAN([ YIIM IPI: 01 PABA ICAIING, RANDIING, [J Weke - LL fMI►►INO, IISIAll A1l01 OR IA A(IRG Of IAtlS3(f. IVIS OETIGN CONE ORNf REIN A►IL ICABI( ►AO1ISIOAf Of NOS (NAIIONAI DESIGN6��1 RR CC C r�l\U1,J MCIFICA1101 PUStISHID of IN[ ANIAICAN FORISI AND PAPER AST0C1AlloN) AND IPI. ALPINE GRPNOTED. AFPtT (►IIAS 10 III tU �S TOT . L D . DSR H 3,048,634 (''� 1,J IACM(/A((SOI YS I. A0:.1.111'A'11" O l ll Si101N[AYISI IOCAIIO ON IMI f(OISIGNICIPI AS►Of 1110" CONIICIORS I'M110. ISO IND / J, 01411 (OQ�\� �',�E BUR. FAC. l.A-E11G/ C H C IJ IFO I•f, AN ENCINITA'S FEAT ON TATS OA AYING AP►I IIF ONLY 10 IN[ 0(fION `—• OT C',�'\` OF I. I Of IM( IAUSS OIIICIID "111 AAD SNAIL N01 BE AEl110 UPON II ANY OINII NAY. SPACING SEE ABOVE CA 1.11'URN1A a-I1.P F11_1jRM.A PE'I:MANI�NT BRACING START OF TOP CHORD FLAT TOP CHORD. PURIANS. START OF TOP CHORD EX'T'ENSIONS. (SLOPING ('TYPICAL) (CON'T'INUOUS) EXTENSIONS. (SLOPING V * SET A BACK i BRACED DAY I A •—_. ROOF' SHEATHING. F PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED NAY AT THE #1 HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE AT'T'ACHED TO THE P'LA'T' TOP CHORD UP' THE #1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED ST'RUC'TURAL PANELS.) SECTION A -A OR BUILT-IN CRIPPLES -SETBACK— * F ,LLD APPLIED CRIPPLE CRIPPLE SPACING 1 tl111(C) (B) - IN PLANE OF' 'TRUSSES COMMON D 13) II (B) I",I I (B * SET BACIC ►RACIN'G- DETA -1.1-1 CRIPPLE SUPPORT LAYOUT SETBACK i SETBACK (CONTINUOIJS 2X4) CAUTIONED TO SEEK ADVICE; OF' A PROFESSIONAL ENGINEER .LOC.AL (C) CRIPPLES SPACED 48" O.C. TYP. REGARDING CONVEN'T'IONAL FRAMING. (D) BUILT-IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION I''ACTOR REQUIRED. C ••WARNING•• TRUSSES REOUIRE E%TRL CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING �0 RLF CALIF. BRACE Oit 6� DAME 06/25/99 PRIOR TD PERF ORMING THESE FUNCTILINS. UNLESS OTHERWISE INDICAIEU, TORT LIIURD SHALL HAVE eOFESS/p 11RCVLRLY ATIAC14ED CHORD SHALL HAVE A VROPLRLY ATTACHED RIGID l TC DL I'SF DRWG 13RCALHIP0699 STRUCTURAL. PANELS AND 80110M COILING. —IMPORTANT— IURNISH A COPY OF THIS DESIGN TO IFIL INSTALLAHON CONTRACTOR. Q � �si� i BRACED DAY I A •—_. ROOF' SHEATHING. F PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED NAY AT THE #1 HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE AT'T'ACHED TO THE P'LA'T' TOP CHORD UP' THE #1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED ST'RUC'TURAL PANELS.) SECTION A -A OR BUILT-IN CRIPPLES -SETBACK— * F ,LLD APPLIED CRIPPLE CRIPPLE SPACING 1 tl111(C) (B) - IN PLANE OF' 'TRUSSES COMMON D 13) II (B) I",I I (B * SET BACIC ►RACIN'G- DETA -1.1-1 CRIPPLE SUPPORT LAYOUT SETBACK i SETBACK —I— COMMON TRUSSES CALIVORNIA HIP SYSTEM 'TRUSSES —L— �# 1HIP PITCHED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C:), SUPPORT LOCA'T'IONS, SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 F'LA'T' TOP CHORD AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — 10d COMMON NAILS 'THROUGH FACE. SECTION B-8 BIJILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER ORIGINAL DRAWING FOR CRIPPLE SPACING. � (B) CHORD EXTENSION ('TYPICAL) #1 HIP GIRDER �SETBAC CI<I'l FOR CAJA-HIPYPE EN EE USEDING NO'T'E: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RE'SPONSIBILI'TY OP' THE 'T'RIISS DESIGNER PLA 1'I MANUP'AC:'T'URER, U(B) PURLINS SPACED 24"O.C. 'T'YP. I NOR'I'R11SS I''ABRI(.:A'1'UR. PERSONS EREC'T'ING; '1'HL 'I'RIISSES ARE (CONTINUOIJS 2X4) CAUTIONED TO SEEK ADVICE; OF' A PROFESSIONAL ENGINEER .LOC.AL (C) CRIPPLES SPACED 48" O.C. TYP. REGARDING CONVEN'T'IONAL FRAMING. (D) BUILT-IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION I''ACTOR REQUIRED. (HORIZONTAL MEMBER OP'T'IONAL) THIS DRAWING REPLACES DRAWING CDI10 ••WARNING•• TRUSSES REOUIRE E%TRL CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING TC LL PSF RLF CALIF. BRACE AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5U3 D'ONOFRIO 017., SUITL 200, MADISON, WI. 53719) fUK SAFETY PRACTICES DAME 06/25/99 PRIOR TD PERF ORMING THESE FUNCTILINS. UNLESS OTHERWISE INDICAIEU, TORT LIIURD SHALL HAVE eOFESS/p 11RCVLRLY ATIAC14ED CHORD SHALL HAVE A VROPLRLY ATTACHED RIGID l TC DL I'SF DRWG 13RCALHIP0699 STRUCTURAL. PANELS AND 80110M COILING. —IMPORTANT— IURNISH A COPY OF THIS DESIGN TO IFIL INSTALLAHON CONTRACTOR. Q � �si� BC DL PSF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE VOR ANY DEVIATION FROM THIS v DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T1111 OR FABRICATING, �a�\ �.O = BC LL PSF -ENG f • HANDLING, SHIPIING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONIORMS WITH APPLICAULE PROVISIONS NDS PUBLISHED BY THE AMERICAN FOREST AND OF (NATIONAL DESIGN SITECIF1CAlI0N I`AI'ER ASSOCIATION) TIT,. MAUL 01 20GA ASTM A653 GRgO GAL V. STEL cc r T❑T.Lll. * PSF AND ALPINE CONNECTORS ARE L%CETT A$ NUIED. APPLY CONNLC1012S 'i❑ EACH 1 ACE Of TI7ll$S AND. UNLESS OIIILRWI$t LOCATED N t�., THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES 4'71+ DUR.P AC. ACCE PTANCL CII' PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR Till_ IRIISS CONVONENT DESIGN SITU VN. TILL SUIIAUILIFY AND USE LIF' 7111$ COMPONENT ffll7 ANY I'AI7TICIILAI7 BLIIL DING 11Z 1111' I.'Tfl,nm 11111 I1V 111 T141 111111 II TNI: nrI if.N1N I'1N ANC,/11,1 1-IQQS 4z1111fw 7 .n. /'7V111 SPACING r 3 —I— COMMON TRUSSES CALIVORNIA HIP SYSTEM 'TRUSSES —L— �# 1HIP PITCHED AND SHEATHED B ` CHORD AREA. o—CRIPPLE (C:), SUPPORT LOCA'T'IONS, SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 F'LA'T' TOP CHORD AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 2 — 10d COMMON NAILS 'THROUGH FACE. SECTION B-8 BIJILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER ORIGINAL DRAWING FOR CRIPPLE SPACING. � (B) CHORD EXTENSION ('TYPICAL) #1 HIP GIRDER �SETBAC CI<I'l FOR CAJA-HIPYPE EN EE USEDING NO'T'E: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RE'SPONSIBILI'TY OP' THE 'T'RIISS DESIGNER PLA 1'I MANUP'AC:'T'URER, U(B) PURLINS SPACED 24"O.C. 'T'YP. I NOR'I'R11SS I''ABRI(.:A'1'UR. PERSONS EREC'T'ING; '1'HL 'I'RIISSES ARE (CONTINUOIJS 2X4) CAUTIONED TO SEEK ADVICE; OF' A PROFESSIONAL ENGINEER .LOC.AL (C) CRIPPLES SPACED 48" O.C. TYP. REGARDING CONVEN'T'IONAL FRAMING. (D) BUILT-IN FILL CRIPPLES *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURA'T'ION I''ACTOR REQUIRED. (HORIZONTAL MEMBER OP'T'IONAL) THIS DRAWING REPLACES DRAWING CDI10 ••WARNING•• TRUSSES REOUIRE E%TRL CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING TC LL PSF RLF CALIF. BRACE AND BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5U3 D'ONOFRIO 017., SUITL 200, MADISON, WI. 53719) fUK SAFETY PRACTICES DAME 06/25/99 PRIOR TD PERF ORMING THESE FUNCTILINS. UNLESS OTHERWISE INDICAIEU, TORT LIIURD SHALL HAVE eOFESS/p 11RCVLRLY ATIAC14ED CHORD SHALL HAVE A VROPLRLY ATTACHED RIGID l TC DL I'SF DRWG 13RCALHIP0699 STRUCTURAL. PANELS AND 80110M COILING. —IMPORTANT— IURNISH A COPY OF THIS DESIGN TO IFIL INSTALLAHON CONTRACTOR. Q � �si� BC DL PSF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE VOR ANY DEVIATION FROM THIS v DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T1111 OR FABRICATING, �a�\ �.O = BC LL PSF -ENG f • HANDLING, SHIPIING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONIORMS WITH APPLICAULE PROVISIONS NDS PUBLISHED BY THE AMERICAN FOREST AND OF (NATIONAL DESIGN SITECIF1CAlI0N I`AI'ER ASSOCIATION) TIT,. MAUL 01 20GA ASTM A653 GRgO GAL V. STEL cc r T❑T.Lll. * PSF AND ALPINE CONNECTORS ARE L%CETT A$ NUIED. APPLY CONNLC1012S 'i❑ EACH 1 ACE Of TI7ll$S AND. UNLESS OIIILRWI$t LOCATED N t�., THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES 4'71+ DUR.P AC. ACCE PTANCL CII' PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR Till_ IRIISS CONVONENT DESIGN SITU VN. TILL SUIIAUILIFY AND USE LIF' 7111$ COMPONENT ffll7 ANY I'AI7TICIILAI7 BLIIL DING 11Z 1111' I.'Tfl,nm 11111 I1V 111 T141 111111 II TNI: nrI if.N1N I'1N ANC,/11,1 1-IQQS 4z1111fw 7 .n. /'7V111 SPACING r 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 BC 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 8d COMMON fESS101 OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. W. h�Q�D �FATCBRACING No. C 5ZESIGN D DETAIL B NZ111- FLAT TOP CHORD < OR = 20' fl�Al\E���\� PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND 4 SECURED WITH 2X4 y3 GRADE SCAB (1 SIDE ONLY) 2 4 2' ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' — --------- I I I ---- T - - - - FLAT TC BRACING /7 PER DESIGN I �\ t /r CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH DETAIL C3X8 TRULOX PLATES AT EACH END AND TS CIRCLED NUMBER INDICATES REQUIRED NUMBER ALPINE 62PB PGGYBACKCCONNECT R PLATES OR 8x8 PLYWOOD OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. FLAT TOP CHORD < OR = 30' PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. ALTERNATE CONNECTION 4 4 q 9 (4) 8d COMMON NAZIS EACH FACE ---------- 8" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) CBRACING TESIGN 6d COMMON ( .113x2" ) NAILS PER GUSSET, rPLE (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. TRUSSES 70EHIB-91 (HANDLING CARE NSTALLNGFABRICATING, ACI G), PUBLISHED NBY INSTALLING AND BRATE TC LL PSF REF IACING. PR OR TOSPERFORM NG THISEFRIO FUNCTIONSUIIE 200. SAFETY ' UNLESSMO7HERWISEI INDICATED, OP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC DL PSF DATE 3/5/99 DRWG 581,670 CEILING. ■■ IMPORT ANT .• FURNISH A COPY OF THIS DESIGN TO ]HE INSTALLATION CONTRACTOR. BC DL PSF • ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNi TPh HANDLING. ANY FAILURE INSTALLINGTHE IOFCRUSSES.NCE WITH BC LL PSF -ENG SJP/KAR ANDTRUSSES BRACING DESIGN CONFORMS WITHFABRICATING. 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 TOT.LD. MAX 60 PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON DUR.FAC. 1.15 THIS DESIGN, POS17ION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING ,1 2`f.0 , DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THESP NS IY F T U N R P N /1 5 SECTION (LAFF0424-OWENS / LAFFINS - -Al hvac) TOP CHORD 2x4 DF -L $1 oROT CHORD 2X4 DF -L $1 WEBS 2x4 DF -L Standard co 'LATE$ DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. jTRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION: JNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. CSI 0 Cn C D L1: Q. C7 W Feu GcX r z W2.5X4(A1) o z W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 Em W2.5X4(A1) - C-3 L1 -D Dj Li: -O -J � -0-0 ;61l6 T,E COUNl 1 ( 8-3-0 I 8-3-0 1 WIk D ? ®�CP�f 4a 16-6-0 Over 2 Supports =I R-665 N-3.5" Y ED - R -665 W-3.5' AWK 0 o PLT TYP. Wave TPI -95 R Design Criteria: TPI(S ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. KINDLING. SHIPPING, INSTAILIXI ANI O BRBAILING. 71 F, TO NI0.91 (NANDIING INSTALLING AND BRACING), PUBLISHED BY 7PL (TRUSS PLATE C=)INSTITUTE, SBI D'OIIOFRIO DR.. SUITE X00. MADISOR. NI $3719). FOR SAFETY PRACTICES PRIOR TO C=D CV PERFORMING THESE FUK IIOXS. OILESS OTHERWISE INDICATED. TDP CROTID SMALL NATE PROPERLY ATTACHED STRUCTNIAL PANELS, BOTTOM CAOIO SHALL RAVE A PROIEILT ATTACHED RIGID CEILING. Com..) ••IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENOINEERE PAOOItTS. INC. SHALL NOT Of RESPONSIBLE FDA ANY DEVIATION FROM 7011 DESIGN; ANY FAILURE TO N ALPINE 16ILD TBE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPIIG. INSTALLING ANgo SRACING 0/ TRUSSES. THIS DESIGN CONFORMS V1711 APPLICABLE PROVISIONS OF RDS (NATIONAL OESI SI It IT, CATION PUBLISBID 01 TIE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE tooIECTORf ARE MAD[ 0► 10&A ASTM ASS3 GR40 GAL 1. STEEL. EXCEPT AS ROTED. APPLY COXNECTOAS TO LACK ►ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OSAIINSS 160A". TIE SEAL ON TNI. ORA .... ..DILATES ACCEPTANCE OF Il0►[SSIOUL ENOINEIAI.R RESPONSIBILITY SOL EIV FOR THE TRUSS COMPONENT DESTRN SNOWN. INC SOITABILITY AND USE OF TRIS •'7^"" .�•• ^ COMPONENT FOR ANY PANTICULAR BUILDING IS TIE RESPONSIBILITY OF IN[ BUILDING DESIGNER. PEN 95828 ANSI/TPI I.1.RS SECTIOR 1. CA - 1 - - R - Scale —.3750/Ft. DW,y 6 23 20 0 * PJV6 CNS TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF 8427--10181 DATE 05/23/00 DRW CAUSR427 00144059 CA -ENG AEB/GWH I SEON - 31856 DUR.FAC. 1.25 SPACING 24.0° (LAFF0424-OWENS / LAFFINS - A2 hvac) TOP CHORD 2x4 DF -L #1 Cx1V90T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 2LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE '7.3.3. rz: (TRUSS SUPPORTS 240if MECH UNIT: SUPPORTED BY TC AT ANY LOCATION: --.JNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES, rn 0 C.103 E~ A O. a A W W- W z W2X4(A1) _ z w .THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC. BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2X4(A1) s +16-2-0 L) 0-0 Az z 1--0-0 (_ 12-3-12 11-0-0 j L< 12-3-0 I 4-3-0 UL - G ®EPARENa 16-6-0 Over 3 Supports !/ EIJ R-648 W-3.5' R-612 W-3.5' 0 o PLT TYP. Wave TPI-95kR Desian Criteria: 0 O N N ALPINE At°'°°sG '°a°dcA hod", , I= BRAcuc, REFER TD MI O.91 (IIAe"IM IT LING AND ORACINO), PUBLISHED BY Tot (TMOSS PLATE tISTITUIi. SBS O'OtOFR10 DR.. SOt7t 200, MADISON. HI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIDiCATED. TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL RAR A PROPERLY ATTACHED 91610 CEILING. '•IMPORTANT•- ►ORIISH A COPY 0► THIS DESIGN TO THE INSTALLATIO1 CONTRACTOR. ALPINE ENGINEER[ PRODUCTS. IMI. "AL HOT OE R[SP0113IBI[ FOR AMY DEVIATION FROM THIS DESIGN: ANY FA It "It T BUILD THC TRUS S[S IN CORfORMMC[ WITR Tf I: OM /AOpICATIM6, HMOLIRB, SS IPP IMG, IHSTALLIR6 AH ORACINO Of TRUSSES. THIS Of$IGN toplot HS WITH APPLICAOLi PRO MSIOMS Of NDS (NATIONAL DISI SPECIFICATION POOLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMD TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AGS3 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TI9SS, AMI( UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONMECTOAS PER 01"INGS 160 A•1. THE SEAL OM THIS OIAMING INDICATES ACCEPTANCE OF PROFESSIONAL ERBIMEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPORENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPONEAT FOAAMT PARTICULAR BUILDING 1S TIRE AESPONSIBILITY Of THE JOUILOIN6 DESIGNER, PER ANSI MI 1.1f9S SECTION Z. MUSE1,Al/-/1/-/-/K/— D W'j" TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 ,PSF BC LL 0.0 PSF 23 200 * TOT.LD. 33.0 PSF I .P DUR.FAC. 1.25 " SPACING 24.0' Scale-.375'/Ft. REF R427--10182 DATE 05/23/00 DRW CAOSR427 00144060 CA -ENG AEB/GWH SEON - 31858 (LAttU4z4-MARK OWENS / LAFFINS - B1) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 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. j DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. +9-0-0 W2X4(A1) = W2X4(Al) s 1-0•o I1-0-0( TE COMY L 7-9-0 I 7-9-0 ( IV ®������. 15-6-0 Over 2 Supports R-567 W-3.5' R-567 W-3.5" V PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - R - Scale —.375° Ft. --WARNING iR023ti 0.EOUllIE EXTREME CAR[ to FABRICATION. HANDLING. SNIPPING. INSTALLING AND GMAC IRO. RIFIR TO MI B•91 (NAROL ING INSTALL IN6 AND BR AC ERG). PURI ISHED BY T►1 (TRUSS PLATE 'ONOFI110 Qy. W y TC LL 16.0 PSF REF R427--76466 IN3I IT UTE. S0, DDR.. SUITE IOD. MADISON. NI 53719). FOR SAFETY ►AACTICES PRIOR TO PERFORMING TRIS[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PAOPERIF ATTACNEO STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERIV ATTACHED R1SIO CEILING. ••IMPORTANT•• G.� TC DL 10.0 PSF DATE 04/27/00 DRW CAUSR427 00118005 • FURNISH A COPY Of TRIS DESIGN TO TNF INSTALLATION COMTIIACTOA. Al►IR[ IRllnIlRED PRODUCTS. INC. SHALL NOT B( RESPONSIBLE FOR ART DEVIAT901 FROM TMS DESISH: ANY FAILURE TO BC DL. 7.0 PSF ALPINE BUT LO THF TRUSSES IN COMFORIIAMCE WITH TPI; 02 FABRICATING. HANDLING. SNIPPING. 11STALLTRO BRACING OF TRUSSES. TRIS CIS)61 CORFORMS WITH APPLICABLE PROVISIONS OF ADS (RATIONAL OE SIO BC LL 0.0 PSF, CA -ENG AEB/GWH ' CON NECTORSSPECIFIAREPMADEOf i0GA7ASIR A651 GAAOHE ANIRICAN REST Alto PAPER GALT.. STEEL, EXCEPTIASINOTEDI.D 7PI. ALPINE APPLY CONNECTOR$ TO Or Pr 27 2000 # TOT. LD. 33.0 PSF SEAN - 37473 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION C01R[CTORf PER DRAWINGS 160 A -I. TME SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL (N6INEERING � �11. D U R FAC 1.25 �y,.� A Enontzro=8 T DESIGN SHOWN. THE IDESISRERTY AND SEPEA THIS FOR THE TROSS OTAX ." . . to. C0MP01EMTIFORYANYaPARTICULAI 031LOIN6 3ELY RESPONSIBILLTY OF THE BUILDING AM s IITT 1.395 SECTION E. SPACING 24.0 (LAFF0424-MARK OWENS / LAFFINS - B2) TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a W4X4 = W2 -5X4 H v 0 C 2-4-13 ra w Nx w cs z C' W1.5 z w X4 T 2-4-13 �9-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 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. 10 PSF BC LIVE LOAD PER UBC. 0 L 4-3-0 I 4-3-0- 8-6-0 Over 2 Support s R-280 W-3.5" R-280 W-3.5" C-), PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD "HARMING" TRUSSES REQUIRE EXTREME CARE in FABRICATION, HANDLING. SHIPPING, INSTALLING AND O 64ACIRG. REFER TO N15.91 (NARDl IMG INSTALL UG ARO BNACIH6), PUBLISHED BY T►[ .(TRUSS PLATE O IM311T67I. X07 D'OMOfR 10 DA.. SUITE 200, HAOISOM. NI S3119). FOR SAFETY PRACTICES PRIOR TO O PEAFOAMING TB[SE FUNCTIONS. UNLESS DTNLRWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED N STAUCTORAI PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IHPOATANT— FURNISH A COPT OF TRIS DESISR TO THE INSTALLATION CONTRACTOR. ALFIME ENGSHEEREO� L� PAODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; AN FAILURE 10 //, CV 6000 TBE TRUSSES TM CONFOANA4Cf WITIITPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ARO H L P I N E BMACIIG OF TRO SSES. TRIS OISIGN CONFORMS WITH APPLICABLE PROVISIONS Of AOS (NATIONAL DESIGN a SPECIE (CATION PUBLISHED BY TN[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE p•+ CON4ECTOR$ ARE MADE OF FOGA ASIR A6S7 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CORNECTORS TO ¢ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 A.E. THE SEAL OR THIS CRANING INDICATES ACCEPTANCE 0► PROFESSIONAL ENGINELAINO A)P1�01.`II� PlOdllC� R[SPO4f IBILITY SOLELY FOR THE TRUSS COHPO"[NT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �bu^^e+$R�Iredo. P odup COMPNES17 FOR AMY ►ARTICULAR 591101 NG IS THE RESPORSIBILITV OF THE BUILDING DESIGNER. PER ANSITTPI 1.1995 SECTION 2. f6OLDING ®EPARTMEN p VD CA - 1 - - R - Scale —.375"/Ft. D W. 71 TC LL 16.0 PSF REF R427--76467 TC DL BC DL 10.0 PSF DATE 04/27/00 7.0 PSF DRW CAUSR427 00118006 BC LL 0.0 PSF CA -ENG AEB/GWH 27 2000 * TOT.LD. 33.0 PSF SEQN - 37475 IV11- OUR.FAC. 1.25 SPACING 24.0", rn rz: tLArrU444-MARIL UP1tMS / LAFrINS - 63) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. `LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM. OR WITH PURLINS 24" OC. W1.5X4 III IRIS UNG 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. 10 PSF BC LIVE LOAD PER UBC. "JAo = W2X4(A1) =— +9-0-0 W1.5X4 III W2X4(A1) = 1-0-0 11.0 4T 6 E NI ' 1-9 0 13-9-0 •MARK ING-- TRUSSES REOUTAE EITAEME CARE 11 FABRICATION. HANDLING. SHIPPIIC. IRSTALLING AND "BIACIWG. AEFER TO RIO -91 (HANDLING INSTALLINC AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INS117UTI, S0] D;* *111* DR.. SUlIE I00, "ADI SOI, MI 53719), FOA SAFETY PRACTICIS PRIOR TO PINFORMING THESE fUltT10NS. UNLESS OTBERYISE IADICATEO. TOP C. SRALI NAPE PROPERLY ATTACHED Q1,OW,y TC LL TC DL 15-6-0 Over 2 Supports PSF PSF R-567 W-3.5' V �'°�, R-567 N=3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - R - Scale —.25"/Ft. •MARK ING-- TRUSSES REOUTAE EITAEME CARE 11 FABRICATION. HANDLING. SHIPPIIC. IRSTALLING AND "BIACIWG. AEFER TO RIO -91 (HANDLING INSTALLINC AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INS117UTI, S0] D;* *111* DR.. SUlIE I00, "ADI SOI, MI 53719), FOA SAFETY PRACTICIS PRIOR TO PINFORMING THESE fUltT10NS. UNLESS OTBERYISE IADICATEO. TOP C. SRALI NAPE PROPERLY ATTACHED Q1,OW,y TC LL TC DL 16.0 10.0 PSF PSF REF 8427--76468 DATE 04/27/00 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORT NT- fUlRiSB A COPY OF THIS DESIGN TO THE INSTALLA7101 CONTRACTOR. ALP11E ENGINEER PRODUCTS, INC. SRALI 107 1E RE SPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN; A1, FAILURE 00 BC DL 7.0 PSF DRW CAUSR427 00118015 A L P I N E BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; 00. FABRICATING. HANDLING. SHIPPIIO, INS7ALLINB D BAACIN0 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OESI BC LL 0.0 PSF CA -ENG AEB/GWH tog ECT SPECIFICATIONLPINE AR I MADL SOfDEOGABY TMASTM A86]AGRlORBAIV STEEST AND ILER[1C[PiIASIA TEDD TAPPLY AC011ICT0A9 TO Apr 27 2000 TOT.LD. 33.0 PSF SEON - 37697 ,,,.....,E p.,,,t,,,�� ��� Saca�B"' q L.A"' I= EACH fACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OK THIS OIAWI66 INDICATES ACCEPTANCE Of PROFESSIONAL INGINIERINA COMPOIEITI(SPONSIBAFDA ANYELY FOR PARTICULARETRUSS BUILOUB ISOTHETRESPONSIBILITY OF TIE BUILDINGSHOWN. TIE IDESIGAEA, PER THIS ANS1/iPI 1-1995 SECTION I. c lu 0' 7�� DUR . FAC. 1-. 25 • SPACING 24.0 0 rn rn 0 z E O O O CV C -Z N a O-. a (LArF0424-MARK OWENS / LAFFINS - C1) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L 02 :82 2x4 DF -L 01: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LOADING PER TRUSS FABRICATOR TC From 52 PLF at 0.00 to 52 PLF at 6.00 TC From 74 PLF at 6.00 to 126 PLF at 10.00 TC From 126 PLF at 10.00 to 126 PLF at 10.50 TC - From 126 PLF at 10.50 to 74 PLF at 14.50 TC - From 52 PLF at 14.50 to 52 PLF at 21.50 BC - From 27 PLF at 0.00 to 27 PLF at 6.00 BC - From 27 PLF at 6.00 to 27 PLF at 14.50 BC - From 27 PLF at 14.50 to Z7 PLF at 20.50 TC - 317 LB Conc. Load at 6.00 BC - 809 LB Conc. Load at 5.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W3X10(B3) E3 W1. 5X4 m VE'L A'P d W3X6 (B1) im GI 1-0-0 6-0-0 6U] TE COUNI i Lt I 8-9-9 1 5-8-7 I 20-6-0 Over 2 Supports ,,UING DEPARIWENi R-1848 W-3' R=1346 W-3.5'mPPR OVEJ' PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA - 1 - R - Scale -.25° Ft. 'WARNING**,, TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND •BAACIK. 1IN TD M11.91 TC LL 16.0 PSF (NANDLIN3 INSTALLING AILD BRACING), PUBLISHED BY 1P1 (71939 PLATE INSTITUTE. SB] D'ONOF110 OR- SUITE 200. 00 W. Q REF 8427--76469 MADISON. W( 52719). FOR SAFETY PRACTICES PRIOR TO PE0.FORMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPEALY ATTACMEO T� TC DL 10.0 PSF DATE 04/27/00 STNUCTUAAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• F REISH A LOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 0� ALPINE ENGINE[0.E PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE BC DL 7.0 PSF ORW CAUSR427 00118028 ALPINE T BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING BNACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0► NDS (NATIONAL DES , P BC LL 0.0 PSF CA -ENG AEB/GWH ECIFICATIORPS0BY T ARSTEEL. CONNECTORS AREMADEO►20GAASTM ABS7A6440ETAPPLYACONVECTORS f Apr 27 2000 GALT EXCEPTASNorio. APPLY TO EACH FACE OF TAOSS, * TOT.LD. 33.0 PSF SEON - 18489 Alpine cripeend AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P[1 DRAWINGS 160 A•1. THE SEAL ON THIS GNAWING INDICATES ACCEPTANCE Of PROFESSIONAL EEG(1EERING DESIGN SHOWN. THE TY ANDTHIS FOR EBUILDINGTRUSS OIS FRESPONSIBILITY �(� /• CIVn. '01�� DUR ,FAC . 1.25 FROM SS � •�D' .� 9 COMPOAESPONENTIFORVANTL►ARTICULARILT THE OF THE BUILDING DESIGNER, PUSE IN AIS IFTP11.1995 SECTION 2. . SPACING 24.0 (LAFF0424-MARK OWENS / LAFFINS - C2 SBB) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n.. (EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL Cr BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY � BRACE PER HIS -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. o SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. z W2.5X4 0 W2.5X4 Q ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4(A1) VIC. JA4 E0 W1.5X4 9 W4..,)A4 im W2.5X4(A1) m 1-0-0 I_ 8-0-0 _I 6-9-9 I 5-8-7 I 20-6-0 Over 2 Supports R-7.09 W-3" R-772 W-3.5• N C`7 C: PLT TYP. Wave TPI -95 R Design Criteria: TPI STD lod —WARNING •• TRUSSES REQUIRE EITAEMt CME IN fABR LCAT IDR, HANDLING. SHIPPING. INSTALLING AND O ORACIRR. AC►q TO NlB•91 (HANDLING INSTAILIN6 AND BRACING), PUBIISMFO BY TP! GROSS PLAT[(*A C� INSTITUTE. SB3 D'ONOfR10 OA., SUIT[ 200. A. SON. WI 5]119). f0N SAFETY PRACTICES PRIOR TO C� PERFORMING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED. TOP CNOAD SNAIL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING- •IMPORTANT-- FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IR GI REE RED L� •PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION PROM 7NIS DESIGN; Mf FAILURE TO CV fOi LO THE TRUSSES It CONFORMMCE WITH TPI; Ol FABRICATING, NANDLIRG, SHIPPING, INSTALLIIG A A L P I N E :1111[116 Of TRUSSES. .THIS OESIGN CONFORMS GLYN APPLICABLE PROVISIONS OF NDS (NATIONAL MI a SPECIFICATION FUBIISH(D Of THE AMERICAN FOREST AILD PAPER ASSOCIATION) AND TPI. ALPINE Cm- CONNECTORS ME MADE Df tOGA ASTM A663 G940 QALY. STEEL, EICEPT AS NOTED. APPLY COINICTORS TO d. EACH FACE OF 1RUSS, ARD DNLEIS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AV- p_,,;neem,LProda B ID, RESPOMSIBI/ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS 9nant6a(o,CJ1 95COMPONENT FOR ARY PARTICULAR BUILDING IS TIE RESPONSIBILITY 0► THE BUILDING DESIGNER. PER AISI/TPI 1.1995 SECTION t. Gz auTm ��aa ae�1 � NIY M—ALC 0ING ®EPa�IRIAA%i`_ CA/-/l/-/-/R/- D A - 1 - - R - D W.p TC LL 16.0 PSF TC DL 10.0 PSF 6 BC DL 7.0 PSF BC LL 0.0 PSF 27 200 * TOT.LD. 33.0 PSF IVIS- _.aP DUR.FAC. 1.25 CAO ISPACING 24.0" Scale—.25"/Ft. REF R427--76470 DATE 04/27/00 DRW CAUSR427 00118008 CA -ENG AEB/GWH SEON - 18491 FROM SS LAFF0424-MARK OWENS / LAFFINS - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. rn rn r o W4X4 = 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. W2.5X4(Al) a ~' W2.5X4 (A1) Es L 10-3-0 I_ 10-3-0 1 20-6-0 Over 2 Supports R-674 W-3.5' R-735 W-3.5' C"I o PLT TYP..Wave TPI -95 R Design Criteria: TPI S• **WARNING*' TRUSSES REOUINI (2TREME CME IN FABRICATION. HANOLIHG. SHIPPING. INSTALLING AND O BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITOT[. 5105 D'ONOFRIO DR.. SUITE 200. MADISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO O ►IR/ORMIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED N STROCTOR AI PM ELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT. FUR SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN; MY FAILURE TO N GUILD THE TRUSSES IN C01FOlMANCE KITH TPI; OR FABRICATING, HANDLING, SKIPPING. INSTALLING AND /a L P I N E BRACING OF TRUSSES. To DESICR CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A' fP[CIFICATION PUBLISHED BY THE ANEW A To MD PAPER ASSOCIATIOR) AND TPI. ALPINE CONNECTORS ME MADE OF 2064 ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COMMIC7015 TO 'Q EACH FACE OF TRUSS, AND NIL(SR OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF(SSIONAI ENGIAIERIIS Alpine Enon mW pmt I(SPONfIB1LITY SOLELY FOR THE TRUSS CORPOBENT DESIGN SHOWN THE SOITABILITY AND USE 07 THIS SNIaGIDenla, CA 95628 CORPONEIT FOA AMY PY TI CIIAq BUILDING IS THE RESPONSIBILITY OF 1Mf BOIl01N6 OESI6NCN, PER ANSIITPI 1 .1995 5X[1100. L. EMP 840-:002 Apr 27 2000 C3 f 9011LOING DEPAR + O CA - 1 - - R - Scale —.25"/Ft. TC LL 16.0 PSF REF R421--76471 TC DL 10.0 PSF DATE 04/27/00 BC DL 7.0 PSF DRW CAUSR427 00118009 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEON - 18496 DUR.FAC. 1.25 FROM SS SPACING 24.0" (L.AFF0424-MARK OWENS / LAFFINS - C4) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x8 OF -L #1 :82 2x8 DF -L SS: WEBS 2x4 DF -L Standard :W3 2x4 DF -L f1: M PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 (ADDITIONAL LOADS d BC - From 554 PLF at 0.00 to 564 PLF at 14.47 rn BC - 2965 LB Conc. Load at 14.48 rn o IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: z TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. *********DO NOT TURN TRUSS END FOR END********** W6X6(R) i W3X8-0 7 I— W3 H V o W3X8(A3) g a rs. - A w a w W3X10 N W6X6 W7X8 m C-3. W3X8(A3) E3 W3X10 ?a, \1 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_9_na11s) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 4' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BEARING BLOCKS: NAIL TYPE: 0.1310.0-g-na11s BRG X•LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000, 1 12' 3 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAD NOTE: SIMPSON HUS28. SEE CATALOG C-PT99 W3X8(A3) Ea W3X14I1 W3X8(A3) Ea wz 11tis0 Q. I_ 10-3-0 _t_ 10-3-0 _I c+ -A 0 O O O N C-- N V3: Q 20-6-0 Over 2 Supports R-6851 W-3.5' R-5712 W-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD ••WARNING- ' TRUSSES REQUIRE EITNIME URE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND "'ACING. REFER TO 118.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEQV• w INSTI IUfE, S03 D•011OF110 DR.. SUITE 100, MADISON. N1 57719), FOR SAFETY PRACTICES PB101 TO PENFORMING THESE F. CTIOAS. UNLESS OTHERWISE INDICATED, TOP CNOID SMALL RATE PROPERLY ATIACNE1) ST0.UC7URAL PANELS, 80TTO" CN ORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT••FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALF IMI [XGINEE0.ED PRODUCTS, INC. SNAIL NOT DE RESPONSIBLE FOR ANY DIVIA7108 FROM THIS DESIGN: AMT ►AIIWRL TO D BUILD THE T1U53t5 IN COMFORNANCE WITH TPI: 01 FABRICATING, HANDLING. SHIPPING. INSTALL IN6 AN ABRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL L P I N E OLS( SPEC NON PUILISREO BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) ARD TPI. ALPINE A r 2 7 2 CONNECTORS ARE MADE OF TOGA ASTM AA53 SRAO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ArD EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTONT PER AI). CIVILDRAWINGS LBO A-(. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIN(CRING 100 � 0.ESPONSIBIL PTY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYN. THE SUITABILITY AND USE OF THIS 9% AlP Sengbe�t eCA Prod". CORPORENT FOA ANT PARTICULAA BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER QFCALII AMS'/TP) 1.1990 SECTION 1. FM • 1 1 F' C- PILDING ®EPARTMEK CA/-/1/-/-/R/- TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25'/Ft. REF R427--76472 DATE 04/27/00 DR W CAOSR427 00118029 CA -ENG AEB/GWH SEON - 37596 FROM SS LAFF0424-MARK OWENS / LAFFINS - Dl) TOP CHORD 20 DF -L #1 BOT CHORD 2x6 DF -L SS WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. aj (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 15-6-0 TRUSSES FRAMING TO THE BOTTOM i= CHORD 0 24" O.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99. 0 z W5X4Ta W1.5X4111 ni N 7 r H c-> a 0 3-2-7 r_tic ga- A w 9-0-0 Lar.T z W1.5X4 19 W2X4(A1) m w W2X4 10 w .�7 L 4-10-8 I �-6-0-0 Over 2 Supports R-895 W-3.5" R-808 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. GIRDER SUPPORTS: 15- 6- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. W)UHNG DEPARTWICN. Fj VE PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/l/ -/-/R/-- p p p N ••WARMING• TRUSSES REQUIRE EITREME CARE II FABRICATION. HANDLING, SNIPPING. 1NSIAL118G AND BRACING. REFER TO KID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PL47E INSTITUTE. S07 O.ONDFRIO DR., SOITE EDO. MADISON. WE 57119)• FDA SAFETY PRACTICES PRIOR 70 PERFORMING TRESS FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SWAM HAVE A PROPERLY ATTACHED RIGID CEILING. TC L L TC DL 16.0 10.0 P SF P SF L� `V gm -:i P1. ¢ AjpjW A L P I N E �� SRo'er�n, CJ195828 ^IMPORTANT•- FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P7IODUCi3. INC. SNAIL ACT BE RESPONSIBLE FOR ANY OEVIA71ON FROM THIS DESIGN: ANY FAILURE T BRACING TRUSSES.THIS 13 IG "FORMSw APPLICABLE PROVISIONSSOF NOSO(NATIONALIOESI PNBLISHED BY 111E AMEAICAN FDREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAD( OF YOGA ASIR A657 GRND MY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO POSITION CONNECTORS PER EACH FACE OF TRISA-Z. AND UNLESS OTHERWISE LOCATED ON THIS DESIGACCEPTANCE DRAWINGS 160 A•1. THE SEAL OA THIS DMWIR6 INDICATES ACCEPTANCE OF PROFESSIONAL f161,11911 NO RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17AMILITY ABO USE OF THIS COMPORENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGIER. PER MSIFiIT 1.1995 E. - 5? A r 27 200 ♦ P # � CIVIL 0pSECTION CAIS'' _ _ B C D L 8 C L L TOT. LO. 7.0 0.0 33.0 P S F P SF PSF DUR. FAC. 1.25 SPACING 24.00 Scale–.375'/Ft. REF R427--76473 DATE 04/27/00 DRW CAUSR427 00118010 CA -ENG AEB/GWH SEQN - 18479 FROM SS (LAFF0424-OMENS / LAFFINS - F1 hvec) TOP CHORD 2x4 DF -L #1 I BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Ln PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; --UNIT WIDTH 02-64-00; SUPPORTED BY 3 TRUSSES. cr3 C" 0 W4X4 = -- 7 r 7 W1.5X4 1D W1.5X4 1D C.3 H V Q O W. p' .2-3-1 PSF PSF 2-3-1 ca w PSF a2 BC LL -0-0 PSF May 23 2000 w. z 33.0 PSF CIVIL. DUR.FAC. C-�i W2.5X4 e W2.5X4 Ea z w .w z 3-6-0 _1_ 3-6-0 _I -a I rc-7-0-0 Over 2 Supports—� R-296 W-3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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. 10 PSF BC LIVE LOAD PER UBC. rn .. R-296 W-3.5' 0 IL; PLT TYP. Wave TPI -95 R Design Criteria: TPI(S •WARN 116•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING MI t� O BRACING. REFER TO HIB•91 (HANDLING INSTALL34G AND DIALING). PUBLISHED BT TPI (TRUSS PLATE O INSTITUTE. SBS 0.010FI10 OR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO N mf AXING THESE FUNCTIONS. OIL($$ OTBE4NIS( INDICATED, TOP CHORD SHALL HAIE PROPERLY A77ACIIED STRUCTURAL PANELS. BOTTOM CHORD SHALL MATE A PROPERLY ATTACHED RIGID CEILING. C. -i '-IMPORTANT-- FUSBISN A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE' N PRODOCTS, INC. SMALL NOT B( RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH T►I; 01 FABRICATING. HANDLING. SNIPPING. INSTALLING A14 BI ACING 0/ TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0► IDS (NATIONAL OISISY SPECT/KATION POBLISH(0 BY THE AMERICAN FOREST AND PAPER ASSOCIATIOI) AND TPI. ALPINE CONNECTORS ARE NAD( OF 20SA ASTM A633 SNAG BALV. STEEL. EXCEPT AS NOTED. APPLY COINICY04S TO EACH I. OF TRUSS, A10 ON LESS OTHENYISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS VIA 01ANINGS 160 A•1. TIE SEAL 01 THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ,L 1,,,r p�.,�_.,,,f p�,,,f,,,,.. IIIPONSIRILITV SOLELY FOR THE T1YSS CORPOYI RT DESIGN SHOWN. THE SUITABILITY AND USE 0► THIS �"M"^' .�9•' CCHPDNUT FOR ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY Of THE BUILDING DESIGNER. PER A1SI/TPI 1-1495 SECTION 1. Fl i WILDING ®EPAR EN"' Scale -.375'/Ft. REF R427--10180 DATE 05/23/00 DRW CAUSR427 00144058 CA -ENG AEB/GWH SEAN - 31853 W. TC LL TC DL 16.0 10.0 PSF PSF BC DL 7.0 PSF a2 BC LL 0.0 PSF May 23 2000 TOT.LD. 33.0 PSF CIVIL. DUR.FAC. 1.25 4` SPACING 24.0" _R Scale -.375'/Ft. REF R427--10180 DATE 05/23/00 DRW CAUSR427 00144058 CA -ENG AEB/GWH SEAN - 31853 (LAFF0424-OWENS / LAFFINS - F2 hvac) TOP CHORD 2X4 DF -L #1 CO.90T CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard M SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. az: (TRUSS SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION: --•JNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. c= -A rn o WM Ta 7F- c - 9=1 HQ O . 0 L7 w w - ��W.5X4 Q' w W2X4(A1) a z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. --1 7 WI. 5X4 +# W2X4(Al) 11-0-0 z I 6-9-0 _I_ 6-9-0 _I 13-6-0 Over 2 Supports R-566 W-3.5'��i R-566 W-3.5' 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI TO CA - 1 - - R - C� ••NARIIMG'• TRUSSES REQUIRE ESTREME CME 10 FABRICATION, HANDLING, SHIPPING, INSTALLING AND A TC LL 1 6 . 0 PSF O BRACING. RERN TO H10.91 (HANDLING INSTALLING MD 0RAC116), PUBLISHED BY TFI ITAISS PLATE p:.� w y , C==) INSTITUTE, GBS O.O1OFR10 OA., $UITE 200. MADISON. 41 63)19), FOR SAFETY PAACTICES PRIOR TO N PERFORMING THESE FUNCTIONS• UNLESS OTILINISE INDICATED, TOP CHORD SHALL HAVE P40PLALT ATTACHED TC DL 10.0 PSF SITUCTUAAt PANELS, BOTTOM CBORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPT OF TITS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 7.0 PSF N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR MT DEVIATION FROM THIS DESIGN. ANY FAILURE BUILD THE TRUSSES IN CONFORMANCE VITA TPI: OR FANRICA1110, NAMING. SHIPPING, INSTAL, 100 AN B C L L 0.0 PSF ALPINE NRACINB OF TRNSSES. THIS DESIGN CONFORMS HIT11 APPLICABLE PROVISIONS Of NDS (RATIO RAt DES( SPEC If ICAT101 PUBLISHED BY THE AMERICAN FOAEST AND ?APIA ASSOCLATIOP) AND TPI. AL►IN[ May 23 200 COIHECTON3 ARE (UDE OF 20GA ASTI A6$3 GN40 GALS. STEEL, EECE►T AS NOTED. APPLY CONNECTORS TO * * TOT.LD. 33.0 PSF EACH FACE OF IN USS. AND UNLESS OTRERNISE IOCATEO 01 IH1S DESIGN, POSITION CORRECTORS PER CRAVINGS LBO A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL [211NEER1IG DUR.FAC. 1.25 ��TT,,,, AFS►CAST91LITY SOLELY FOR INE TAISS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Off OF THIS •"Y � '• COMPONENT FOR ANY PARTICULAR BUILOIIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA a' BHa�•>k AMSIJT►I 1.1995 SECTION 2. SPACING 24.0" �Z JUITE COUP n Scale -.375"/Ft. REF R427--10179 DATE 05/23/00 DRW CAUSR427 00144057 CA -ENG AEB/GWH SEON - 31851 F0424-OWENS / LAFFINS - F3 hva ITOP CHORD 2x4 DF -L #1 o BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W2. W3 2x4 OF -L #1: N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. GIRDER SUPPORTS: 36- 6- 0 SPAN TO BC ONE FACE --- AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. C•7 'RECOMMENDED CONNECTION FOR 36-6-0 TRUSSES FRAMING TO THE BOTTOM o CHORD @ 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-2000. W1OX10 9 W1.5X4 11 TJ] N H v o W3X8(A3) a W2 0 Li a n.: A w a 7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_9 nails BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12' 9 1 13.208' 1 12' 10 BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3XB(A3) a +-0-0 F5 C-0 W5X12 (R) III W5X12 (R) 10 1 1 v z W3X8 (A3) Es W3X8 (A3) z U20 JO w 6-9-0 _I_ 6-9-0 ,I I 13-6-0 Over 2 Supports BIN �DEPACST @V EN R-4252 N-3.5' EII R-4315 W-3.5' ® W o PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD CA - 1 - R - Scale —.375" Ft. • WARNING'* TRUSSES REQUIRE ERTI[RE CME IN FAINICATION, HANDLING. SNIPPING, INSTALLING MD TC LL 16.0 PSF REF /427--10178 O .RACING. 1[F[N TO :11.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Qyv W. o IN$IITOTI. SBS D'OAOfR 10 DN.. SUITE 200. MADISON. VI 17719), FOR SAFETY PRACTICES PRIOR TO N #ENFOBRING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED of TC OL 10.0 PSF DATE 05/23/00 STRUCTURAL PANELS. 807TOR CNOBD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. C..; *-IMPORTANT*" FOR RISV A COP► OF THIS DESIGN TO THE INSTALLATION CORTRACfOR. ALPINE E1611[ER[D BC DL 7.0 PSF DRW CAUSR427 00144018 cli PBOOVCTS, INC. SHALL ROT 1E RESPONSIBLE FOR ART DEVIATION FROM THIS OESIGR: AMY fAIIVR[ T aO 1/ILD TBE igUSS[f IN CORfOR11A1tE WITH 1►1: OR FABRICATING. HANDLING. SHIPPlH6, INSTALLING A ALPINE BRACING OF TRUSSES. THIS DESIGN CONfORRS WITH APPLICABLE P0.0tiS101S Of LA0. (1ATIOYAL OESI N BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATIOR PUBLISHED BY THE AMERICAN FOREST MO PAPER ASSOCIATION) AND TPI. ALPINE May 23 2000 CONNECTORS ARE MADE Of 1OOA ASTM A6S3 CA40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * 1 TOT.LD. 33.0' PSF SEAN - 19443 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ON►VINGS 160 A-1. TIE SEAL 01 THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER{/G CMT, DUR.FAC. 1.25 FROM SS 1[SPORf[DILITY SOLELY FON THE TRUSS COMPONENT 01916A SHOWN. THE SUITABILITY AND USE Of THIS C � Alpim CA 95828 �•�' COMPONEIF FOR ANY PANTICOLJN BUIl0ING 1 TIE RESPONSIBILITY OF THE 201LOING DESIGNER. PER SPACING 24:U" ANSIFTPI 1.1993 SECTION 2. (LAFF0424-MARK OWENS / LAFFINS - G1 SB6) TOP CHORD 2x4 DF -L #I BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard _ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cL: IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND d, SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS Cr EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER p HIO -91 13.2.1(FIG.33), OR OWG. BRCALHIP0699. z SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X4,0� W3X4ia v F� 0 a o.. o - w na w z ; W4X6 (84) Is ..��� — W2.5X4 z w THIS DWG PREPARED FROM CONPUTFR INPUT n nanc a nIMFMc1nBA:1 cURMTTTrn Rv TD11CK YAra DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 7 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4 a W5X4 @ IY'FA•P = W4X6 (A2) m z 1-0-0 110-.0 Q- 6-0-7 12-9-2 5-8-7 le 24-6-0 Over 2 Supports R-1697 W-3.5" R-1697 W-3.5' N +9-0-0 JUS -TE Coul-yj y+ 'HELI INN DEqPr`ir-j AYE :--t�, " APPROVED PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - R - Scale —.25"/Ft. 'WARNING-- TRUSSES REQUIRE EITAENE CARE IM FABRICATION. HANDLING. SNIPPING. INSTALLING AND IIS. I TUTE.IEIEI SBS TO .11110 DR.. SUITE t00DLING ?ANADISDILLING MOM14AC33719).FUFOX SSAfETY PRACTICES 01 TPI UIRIOA SS ATO t, _Q0� W •7� TC LL 16.0 PSF REF R427--76477 FE FORMING THESE FUNCTIONS. UNLESS OTMERV13F INDICATED. TDP CHORD SMALL HAVE PROPERLY ATTACHE. TC DL 10.0 PSF DATE 04/27/00 STAUCrURAL PANELS. BOTTOM CHORD SMALL HAVE A PIOFERLY ATTACHED RIGID CEILING. ('�* IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAIL.11 TO 6B O6 8C DL 7.0 PSF DRW CAUSR427 00118016 ALPINE BUILD THE TRUSSES 11 CONFORMANCE N17H TPS; OR FABRICATING. HANDLING, SNIPPING. INSTALLING AA BRACING OF TRUSSES. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL DES IG BC LL 0.0 PSF CA -ENG AEB/GWH AND PAPER I LPINE CONNECTORS MEPMADESOr 209AHED Of TASTM C140HE AMERICAN RGALT. TAPPLtACONOCCTORS * pr 27 200 A653 STEEL. ERCEP TEST AS NOTED. TO EACH FACE TAUSS, * TOT.LD. 33.0 PSF SEON - 37490 Alpine EnjhwaW PmdDT�ta,InD SeamlLato,CA 95828 OF AND UNLESS OTYEIIY ISE LOCATED DN rN IS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRANIRG IIOICATES ACCEPTANCE OF PROFESSIONAL ERGIM[ERIN6 RESPONSIBILITY SOLELY TOR THE TRUSS COMPONERT DESIGN SHOWN. TIE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BOILDIHG IS THE RESPONSIBILITY OF TIE BUILDING DESIONEA. PER ANSI/TPI 1.1995 SECTION 2. �p �.IVI�- �P 'Q/� CA"" lop t`juj D UR .FAC . 1.25 SPACING 24.0• i (LAFF0424-MARK OWENS-./ LAFFINS G2 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. al 10 PSF BC LIVE LOAD PER UBC. �1• Cr rn 0 z W04 =— In e-• v ' 0 C=- 934 V1,- 0 w I� w z' W2X6(B1) Ea I�L.JAY= z w W2X6(B1) in +9-0-0 6 12-3-0 J., 12-3-0 I JUTTE CO f-' 24-6-0 Over 2 Supports allWILDING ®EPARTN P, R-864 W-3.5• • . R=864 W-3.5' F InPPROWED M - o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - R - Scale -.25"/Ft. C=D ••MARHI NG-- TRUSSES -A 109 IRE (ITREME CARL IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACINGBEfER TO HIB•91 DIANDLINB INSTALLING AHO GRACING). PUBLISHED BY TPI (TRUSS PLATE pLD W, y TC LL 16.0 PSF REF R427--76478 p O 11STTTOit, SOS D'ONOFRID OR.. SUITE t00. MADISON. IT 53719), FOR SAFETY PRACIICFS PRI DR TO PERFORMING TIES[ FUNCTIONS. UNLESS OTAERVISE IKDICATCO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.0 PSF DATE 04/27/00 N C� PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSINEERED PRODUCTS, INC. StlAll NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AAY FAILURE TO BC DL 7.0 PSF DRW CAUSR427 00118014 N ALP I N E BtlIto THE TRISS[S IN CONFORMANCE MITI TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AH BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (KATIONAI DESIG BC LL 0.0 PSF CA -ENG AEB/GWH pC c>. SPEC IF.CA7101 1151"MEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIP IEE COtlNEC1ONS ARf NAD[ Of EDGA ASTM AG 53 CR40 GALT. STEEL. EXCEPT AS NOTED. APPLY COAIECT00.5 TO f Apr 27 200 * TOT. LD. 33.0 PSF SEON - 37484 ¢ EACN FACE Of TIN lS, AIID UNLESS 07NfRYlSE LOCATED ON 1N It DIfi GY, P01111. CONNECTORS 1, AlpineEngin �Dc�( ^W DRAMIKGS 100 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIYEERINa RESPOAS IB Il 1TY SOLELY FOR THE TRUSS COMPONENT DCSIGM SHOHA. TINE SUITABILITY AND OSL OF THIS _l CML OUR. FAC . 1.25 •acclD"®Lm"W' CA 95928 COHPOIENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION Z. SPACING 24.U" . (LAFF0424-MARK OWENS / LAFFINS - G3 SB6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURMITTFn RY TRUSS MFR TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 0 `" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: )USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND -r SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER! o HIB -91 13.2.1(F1G.33), OR DWG. BRCALHIP0699. z SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W5X4o W3X4= cn H V 'J- O O a Ni. w 0-6-10 x w W6X4(bz) am W2.5X4 e z w w WH4 = DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 7 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W 5 X 4 ,?,* mann. W4X6(A2) = z 1-0-0 1— 5-8-7 1_ 12-9-2 I 5-8-7 I a L I f� 24-2-0 Over 2 Supports R-1629 W-3.5' R-1687 W-3.5" l.L') P T -.,k}9-0-0 63 +WIVE COUNIV r:: e Tir. Wave TPI -95 R Design Criteria: TPI(ST CA - 1 - - R - O O O ••NARNIMG•• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING, SNIPPING, INSTALLING ANO BIACIlOT REFER TO NIB•91 (HYpl1BG INSiuIINB AILD BRACING). PUBLISHED BY TPJ (TRUSS PLATE INSTITUTE, SB) O'OMO/910 OR., SUITE 200, MADISON. NI 53719). FOA SAFETY PRACTICES PIIOR TO PERFORMING TNESE p1,D W h TC LL 16.0 PSF N FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP C1010 SMALL HAVE PROPERLY ATTACHED STRUCTURAL FARM. TC OL 10.0 PS F Lam• BOTTOM CHORD SNAIL RATE A PROPERLY ATTACHED 11610 CEItING. -•IMPORTANT• ►11MISN A COPT 0► TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIRIERFD P&OOtlCY3. INC. SNAIL B C D L 7 PSF N ROT B[ A[SPONSIBL[ FOR ANY DEYIA110N FROM THIS DESIGII; ANY FAILURE TRO BUILD TN[ TRUSS CS IM CONFORMAILCE YITN TP 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLI96 .0 A L PINE AMD BRACING OP TA USSR$. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASSOCIATION) AMO TPI. AL►iNl F1. Q ,PAPER CONNECTORS ARE MADE OF 2OGA AST" A653 6940 CALF, SEEL. EXCEPT AS NOTED. APPLY COXNECTOAS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS Apr 27 2000 * TOT.LD. 33.0 PSF Alpine EtlgioeeMd P2odncro,IM SeLSNmrntq CA 95828 DESIGN. POSITION CONNECTORS ►E& DRYINGS 160 A•2. THE SEAL ON TRIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL IRGINCENRG I RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGN[&. PER ANSIITPI 1.1996 SECTION 2. �- CIVIL 'V>� OUR. FAC. 1.25 SPACING 24.0* Scale —.251/Ft. REF R427--76479 DATE 04/27/00 DRW CAUSR427 00118017 CA -ENG AEB/GWH SEQN - 37498 (LAFF0424-MARK OWENS / LAFFINS K1) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU8MITTED BY TRUSS MFR. (TOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L J1 TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard cv GIRDER SUPPORTS: 6. 0- 0 SPAN TO BC ONE FACE PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 6-0-0 TRUSSES FRAMING TO THE BOTTOM c-- CHORD @ 24" O.C.: SIMPSON LU24. SEE SIMPSON CATALOG C-PT99. 0 z . A W a W z W2X4(A1) E3 W4X4 EFB W2X4(A1) Ea zL:JO0-o 11.0-0 Lr 5-6-0 I 5-6-0 I a I 11-0-0 Over 2 Supports R-700 W-3.5" - R-700 W=3.5" co ` C+ -A PLT TYP. Wave TPI -95 R C=) O C=D N C -Z N a a +9-0-0 1� 1 JUM MUNI I MAILUI G DEPAS"5ji Ei EN ( ••YARNING•• TRUSSES REQUIRE EITRENE CARE IN FABRICATION, tlA1DlING, SHIPPING. INSTALLING AND � R1 BRACING Rf iER TO MID •91 ([AIDl11C INSTALLING AND BRACING), PUBLISHED BY TPI (TADSS PLATE Or,.D W, L, A TC LL 16.0 PSF REF R427--76480 PRIOR TO PERFOITHESE FUNCTIONS. DOROFRIO ORLESSTOTHERVISEE INDICATED. TOPtoo. KADISON. 91ICHORDFSHALL HAVESAFETYPRACTICES PROPERLY ATTACHED TC DL 10.0 PSF DATE 04/27/00 STRtUCTURALIG PANELS. BOTTOM CNDRD SRAM HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED BC � DL 7.0 PSF DRW CAUSR427 00118030 PRODUCTS, INC. SHALL NOT BE RE SPOISIBLE FOTPI;R SHIPPING. AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BRACINGUILD NOFTTRUSSESRUSSES TOT$ DESIGN !I COICONFORNS WITH APPLICABLE PROVISIONSOfOA FABRICATING, HANDLING. 103 (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/GWH CONNECTORSION AREPMADESHED BY OF 20GATII ASTMMERICAN FOREST AND A653 SR40 GAIN. STEEIFR EXCEPTIASI"DIED.O TPI. APPLYALPINE CONNECTORS TO # Apr 27 2000 EACH FACE OF TRUSS, AND ONIESS OTNERNISE LOCATED 01 TITS DESIGN. POSITION CONNECTORS PER- .n CL + TOT .LD. 33.0 PSF SEQN - 37624 y_,. BRAY1165 I60 A•i. THE SEAL 01 TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL [MGI NEERIMG !' DUR .FAC . 1.25 FROM SS ^/Y� F.[IgIQ=ed PEodads. LRD. CONDONE•TI►ORYANYLPARTICULARENU[IIIINDTIM OISOTMETACE PONSIBILITV DF THE BUILDING SIGN SHOV1. THE I DESIGNER, PTY AND USE ER THIS ii 'VSO BBtt[ Mb% CA 95828 MSI/T►1 1 IP➢S SECTION 2. SPACING 24.0" (LAFF0424-MARK OWENS / LAFFINS - L1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CA_; 110 PSF BC LIVE LOAD PER UBC. rn rn E- 0 z W4X4� E-• v ra 0 n� 13.• A - � W2X4( C-3 w z w w ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. L. 5-9-0 I 5-9-0 I Q l I fE 11-6-0 Over 2 Supports I R-372 R-466 W-3" co o PLT TYP +8-0-0 Ll ,6-�yU ]�-aTr E CoUf4j y, Ar'FMOVED ^, Wave TPI -95 R Design Criteria: TPI STD —WARN CA - 1 - - R - Scale —.375 -/Ft. I C=D O NG— TRUSSES REOVIAE IITRENL CARE 10 FABRICATION. MARDLINO. SNIP UG. IMSTALLISO AID INSTITUTE.G. REFER 503 D'ONOFAIO DR.. SUITE IOD. MADISON.AND VI0.AC53119).PUFORfSAFETY PRACTICESPaloSA G PERFORMING THESE FUNCTIONS. �T D W, TC LL 16.0 PSF REF R427--76481 CV UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 00TTOH CHORD SHALL NAVE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT— FINNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER[ TC DL 10.0 PSF DATE 04/27/00 PRODUCTS, INC. $I ALL NOfBE RESPONSIBLE FOR ANY DEVIATION FROM TNI& DESIGN; ANY FAILURE T BC DL 7.0 PSF DRW CAO$R427 DDIIBDIB N R'+ ALPINE BUILD TME /AOSf[f IN CONFORMANCE NITO TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING :AT BRACING OF TRAS&IS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIOAAL PI SIG _ BC LL 0.0 PSF CA -ENG AEB/CNH p' S►ECIFICATIOB IUBl1SRED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP flE AIpIT1C p,,�.�._.w Eirinmeto. A958prodb�B,ITw. .S LID, CA 95818 CORHECTGAS ANI HAD[ OF FOGA ASTM ABS3 GAIO GALN. STEEI. [ICCPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS GINAROILE IOCATEO ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS ISO A-1. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tOMPOMERTRESPONSIBIFOIIYAATLELY FOR PAATICULAAETRUSS BUILD14GO13 THETDESIGN SHOWN. THE RESPONSIBILITY 0► THE BUILDINGITY AND DE3 DESIGNER. Pit TO 13 ANSI/T I N-1996 s[CTION E. _ # Apr 27 2000 # CIVIL '9�� I TOT. LD. 33.0 PSF SEAN - 37507 OUR. FAC. 1.25 SPACING 24.01 -MARK OWENS / LAFFINS - MI lur VTILIKU ZX4 Ur -L #1 BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard c� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. r1.. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. obi RECOMMENDED CONNECTION FOR 11-6-0 TRUSSES FRAMING TO THE BOTTOM c— CHORD @ 24' D.C.: SIMPSON LUS26. SEE SIMPSON CATALOG C-PT99. 0 z W1.5X4 BI N 7 r H 0 3-10-5 c 0 Ix rz. _ 1� w w -0-0 w. z _ W2X4(A1) W1.5X4 M z . w w z Q. 4 1 �6-0-0 Over 2 Supports R-687 W-3.5' R-620 W-3.5" Cn M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 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. GIRDER SUPPORTS: 11- 6- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. o PLT TYP. Wave TPI -95 R Desi n Criteria• TPI STD a LZ.. 6 mt JUTE �N V X0#01. 11NG DEPARTYr EA' ',let APPROVED p o p N N N AL PINE rr��,�,,��pp,,,�,,,,,LN,,,,,�,,,,,, � +�+6�a A 958n • .i6CIW7118>>I0, CA 9S82J; •WARMING•' TRUSSES REQUIRE [tiRENE CARE IN FAOR (CATION, MMD1186. SR IIP186, INSTALLING AND •,RACING. REFER TO 818.91 (HANDLING INSTALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE IR STI TOTE, 583 O'08DrRIO OR., SUITE 700, MADISON, NI 53719). 101 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL RATE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT'• FUI/ISM A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT 61 RESPONSIBLE FOR ANY DEVIATION FROM TNI$ DESIGN. ANY fA[LORE TO GUILD THE TRUSSES 18 CONFORMANCE 917" TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AlD BRACIN9 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RATIONAL DESIGN TPI. ALPIRI CONNECTORS AREPMADES01D91 20GATHE ASTH A653AGR408EST Ago GALT. SfEEIEREXCEPTIASINOTEDD. APPLY CONNECTORS TO ,EACH [AGN FAL[ Oi TRUSS, AND UNLESS OTMERYISE LOCATED ON THIS DESIGN. POSITION tONN[ttORi PER 160 A•1. THE SEAL R THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONEMTIFORYASYLELY FOR PA271COLAREBITIILOING ISUSS OTOETDESIGN RESPONSIBILITY Of THE BUILDINGR. THE ITI DESIGNER. PER TM IS NISI/TPI 1.1996 SECTION E. p�.D W, tt-� 7 ( , C: OG * pr 27 2000 * �p �/O w a - - n - TC LL 16.0 PSF TC D L 10.0 PSF BC DL 1.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC, 1.25 SPACING 24.0" J6aIC —. JF7 rL. REF R427--76482 DATE 04/27/00 DRW CAUSR427 00118034 CA -ENG AEB/GWH SEON - 31509 (LAFF0424-MARK OWENS / LAFFINS N1) TOP CHORD 2x4 OF -L #18Bet. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard `" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (LOADING PER TRUSS FABRICATOR TC - From 130 PLF at 0.00 to 130 PLF at 24.46 ca� BC - From 28 PLF at 0.00 to 28 PLF at 24.46 Cr C_ 0 z W1.5X4 BI W5X6 m W3X4 F T v 7I SCa O �. 3-6-4 /a w a w w - z W5X6 Ea — c.s z w w z Q.. d W3X410 W3X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.DO" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W5X6 a W1.5X4 DI mz'4014 = IIS^'* W5X6 B>= W2. 5X4 = 24-5.8 Over 2 Supports R-1932 W-3.5" R-1932 W-3.5" c C PLT TYP. High Stren th.Wave TPI -95 R Desin Criteria: TPI ST --HARKING-" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL IRO, SNIPPING. INSTALLING AND O REFER TO 110-91 (HANDLING INSTALLING 81 TPI PLATE O INSTITUTE.TO 583 D•ONOFRIO DR.. SUITE ROD. MADISON10VI 53719).PUBLISHED FOR SAFETY PRACTICESUSS PRIOR O PERFORMING THESE FUNCTIONS. USLESS OTNERWISE INDICATED. TOP CHORD SHALL RATE PROPERLY ATTACHED CV STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 91610 CIILING. N —IMPORTANT— FUANISN A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTO1. ALPINE EMGIIEERE -PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANI FAILURE 7 BUILO THE TRUSSES IN CONFORMANCE VITO TPI: OR FABRICATING. /, L P I N E HANDLING. SNIPPING• INSTALLING A Meg O► TRUSSES. THIS DESIGN CONFORMS VITN APPLICABLE PROVISIONS OF NDS (NATIONAL OESI C]G SF ECI►ICATION PUBLISMID BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R-. C01NF[fORS AN[ MAO! OF 7064 ASTM A653 SR40 GRIP STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO <C . T.,:neme.1 Alper,, Sactimeolq, CA 93828 I=BESPONSIBILi EACN FACf Of TRUSS• ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANIN6S 160 A•I. TBE SEAL 01 THIS ORAN7NG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING TV SOLELY ►0R THE TAU SS COMPON[Ni 0ISI 01 SMONN. THE SOITARILITF AND USE OF THIS COMPONENT FOR ANI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN,FT P1 1.1995 SECTION i. �Ouq w 0 27 2000 e N) 6E CMM Y CA - 1 - - R - Scale -.25"/Ft. TC LL 16.0 PSF, REF R427--76483 TC DL 10.0 PSF DATE 04/27/00 BC DL 7.0 PSF DRW CAUSR427 00118031 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEON - 37674 DUR.FAC. 1.25 SPACING 24.0" 24 -MARK OWENS / LAFFINS - N2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L 41 TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. WEBS 2x4 OF -L Standard LC'3 `" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. o- (LOADING PER TRUSS FABRICATOR 10 PSF BC LIVE LOAD PER UBC. TC From 104 PLF at 0.00 to 104 PLF at 24.17 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP, BC From 14 PLF at 0.00 to 14 PLF at 24.17 rn ci z W1.5X4 IU W4X4 g W2.5X4 W3X4 a, W2.5X4 E3 W4X4 as W1.5X4 W H v 0 4-8-4 Xx Ia_ ca w Px w z W4) 4-8-4 8-0-0 NZ BUTTE COU N1 N JR -DING. ®EPARTVEN' APPrIUVELY CA/-/1/-/-/R/- 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 24.0' Scale-.25"/Ft. REF R427--76484 DATE 04/27/00 DRW CAUSR427 00118032 CA -ENG AEB/GWH SEON - 18546 W4X4 z w w z Q I F 24-2-0 Over 2 Supports � R-1426 " R-1426 W-3.5" o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD t� O **WARNING" TRUSSES REQUIRE EXTREME CME 12 FABRICATION, HANDLING, SNIPPING. INSTALLIRG AND BRACING. REFER TO BID•91 (HARDLINE, INSTALLING ANO BRACING), PUBLISHEO BY TPI (TRUSS PLATEpT,� INSTITUTE, 687 D'pNOF0.I0 DA., SUITE t00, MADISON. N( 57719). FOR SAFETY PRACTICES PRIOR TO PER MININGTHESE W, H C= N f11NCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $NALL HAVE PROP(RLY ATTACHED STRUCTURAL PAN(I S. BOTTOM CH0A0 SHALL NAY[ A PROPERLY ATTACHED RIGID Ct ILING. ••IMPORTANT" IVRNISN A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INSINEERED C:--: PRODUCTS, INC. SN ALL NOT BE RESPONSIBLE FOR MY DEVIATION rid" THIS DESIGN; ANY FAILURE T CV ALPINE BUIL THE TRUSSES 11 CONFORMANCE WITH T►I: DR FABRICATING, HANDLING. SHIPPING, IRSTA[liN6 A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS DES( (NAT70NAl SPECIFICATION PUBLISHED BY THE AME0.ICAt FOREST AND PAPER ASSOCIATION) Alto TPI. AL PINE w CORRECTORS ARE NODE OF tOGA ASTM A657 6140 GALV. STEEL. EICEPT AS NOTED APPLY CONNECTORS i0 * Apr 27 2000 'd e',,;w_ Alps �' lae(GOCJd Produf� I'l>C. SeamoaDto, CA 95828 EACH FACE 0/ T(US$. AND UNLESS OTHERWISE LOCATED ON THIS OESION, POSITION CONNECTORS P(R DRAWIN63 160 A- . INSEAL ON THIS DRAWING INDICATES ACCEPTANC( OF PROFESSIONAL EIGIIEERING RESPONSINIl1TY SOLELY FOR THE TRUSS CORPORENT DESIGN SHOWN. THE SUITABILITY AND USE OF IN IS COMPONENT FOR ANY PARTICULAR BUILOINQ IS THE RESPONSIBILITY OF Y8( BUILDING DESION[R, PER AN511TPI 1.1915 SECTION 2. CI�ltIL CSF 4-8-4 8-0-0 NZ BUTTE COU N1 N JR -DING. ®EPARTVEN' APPrIUVELY CA/-/1/-/-/R/- 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 24.0' Scale-.25"/Ft. REF R427--76484 DATE 04/27/00 DRW CAUSR427 00118032 CA -ENG AEB/GWH SEON - 18546 (LAFF0424-MAK' OWENS / LAFfINS - N3 (TOP CHORD 2x4 DF;L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (LOADING PER TRUSS FABRICATOR TC From 104 PLF at O.OD to 104 PLF at 23,88 BC - From 14 PLF at 0.00 to 14 PLF at 23.88 W1.5X4 IA' W4X4- W2.5X4 1W3X4 ® W2.5X4 a 4-8-4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 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.OD LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W4X4 ,s W4X41a W3X4 a W2.5X4 W4X4 W4X4 !n f6 23-10-8 Over 2 Supports R-1409 R-1409 PLT EYP. Nave TPI -95 R Design Criteria: TPI(ST •WARMING` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AMD �ff11 •BRACING. REFER TO WI0•91 (HANDLING IIS7ALLIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE QTr W, Nf INSTITUTE. 593 O'OROFRIO OR.. SUITE 200, MADISON, NI S3I19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PARELS, BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. •-IRPORTANT-• FORNISR A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER[0 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY -DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. IRSTALLING AN BRACING OF TRUSSES. THIS DESIGN CONFORMS WITR APPLICABLE PROVISIONS Of MDS (NATIONAL DES IG ALPINE SPECIFICATION PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. AL FINE COM BApr 27 2000 ECTORS ARE MADE Of 20GA ASTM A653 SRE0 GALT. STEEL. EXCEPT AS NOTED. AP CONOECTORf TO * P EACH SAGE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESI6H. POSITION CONNECTORS PER �V,, DRAWINGS 160 AQ. THE SEAL ON THIS DRAWING IODICATIS ACCEPTANCE OF PROFESSIONAL ERGIREERIAG ( Nit.. ryyIDC �glilOC101i p.,,,t....- RESFONSIBIl1TV S0%W FON THE TRUSS COMPONENT DESIGN SHOWN. iNE SUIfAB IL ITT AMD USE Of THIS 6`�cdo. •A 9955 28�• COMPOM[NT FOR AIT PANi1CULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��� ANSIFTPI 1.1995 SECTION I. N� p}1. ,6U G 6 E �P[l p ��P E �tJ LIILING CA - 1 - - R - Scale —.25"/Ft. TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--16485 DATE 04/27/00 DRW CAUSR427 00118033 CA -ENG AEB/GWH SEON - 18543' DUR.FAC. 1.25 _ SPACING 24.00 UFF0424-MARK OMENS / LAFFINS - TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L 41 .WEBS 2x4 DF -L Standard cl- cli PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 93L II¢1 HIP SUPPORTS 14- 0- 0 JACKS WITH NO WEBS. -.r CORNER SETS ARE CONVENTIONALLY FRAMED. rn ro- BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 W2.5X4-0 W2.5X4 = W5X4 v 5-9-6 ra I 0 a c�. A w a w w _Z Wl .5x4 III w�nv o z W2.5X4 Q w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY 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 HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W2.5X4 m W3xA� 144X4== W1.5X4 BI W4X4 E3 C-3 z 4-8-e I 21-6-12 ) 1. 26-3-4 Over 2 Supports R-1230 W-3" cW-a PLT TYP. Wave TPI -95\11 I 0 O O N N a ALPINE 11" [A�lpi—�mE.&earedhoductsa S9 . Ina. Design Criteria: '"WARNING** TRUSSES REQUIRE EITMENE CARE IN FABRICATION, HANDLING. SUIPPIRG. INSTALLING ANI NIACINS. ILEFER TO NIB•91 (HRNDLIMO INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 0'0X0/110 DI_ SUITE ZOO. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUBCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAY[ PROPERLY ATTACHED STRUCTURAL PAN[LS, BOTTOM CHORD SHALL NAYE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT-- FUIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE(IE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE WITH TPI. OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANqq NNAC INS OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROY731015 Or NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CORIECTORS ARE MAOI OF lOGA ASTR A663 CR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONSEC70RS TO EACH FACE Of TRUSS, AID PILESS OTHERWISE LOCATED 01 THIS DISKS. P0317101 CONNECTORS PER DI ANTICS 16D A•l. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FDI All PARTICULAR BUILDING IS THE RESPONSIBILITY Of TNI BDILDINS BESIWER. PER ANSI/TPI 1.1995 SECTION 1. w. Apr 27 2000 R=1380 14-3" 8-0-13 8-0-0 CA/ -/I TC LL TC DL BC DL BC LL TOT.LD_ DUR.FAC. SPACING NH .dJ,I-TE COUNT N AHN"10VE"') -/-/R/- Scale -.25w/Ft. 16.0 PSF REF R427--16486 10.0 PSF DATE 04/27/00 7.0 PSF DRW CAUSR427 00118019 0.0 PSF CA -ENG AEB/GWH 33.0 PSF SEON - 37695 1.25 24.0" (LAFF0424-MARK OWENS I LAFFINS - NS) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Q.: (LEFT END VERTICAL MAY NOT BE EXPOSED TO WINO PRESSURE. rn BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 z_ W2x4 III W4X4 9-4-4 I O 1 W a W z • W4) z w w z W2.5X4 a W2.5X4 %- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 16- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALH1PO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. 5X4 10 nJAy W3X4Ea 15-0-4 I 9-6-0 I a f 24-6-4 Over 2 Supports R-1327 R-971 W-3" 00 A-7 PLT TYP• Wave TPI -95 R O O O N L� N 11: f-1.. d N5 Arr"nOlVED ALPINE �1,,���q���� "H'..._acri �+a A 95828Pro6cu• �aoA9ss2a es n Elgerla: TPI STD ••YARNING•• TRUSSES REpy1RE ELTRENF CME IN FABR[GT10R. NAIDL LNG, SNIPP IR 6, INSTALLING AND BAACIYN. 1EfER TO MIBEO (HANDLING INSTALLING AID BRACING). PUBLISN(D BY TPI (TRUSS PLATE INSTITUTE. S0] D•Ohmic G1., SUITE 200. HADISOR• NI 57719), FOR SAFETY PRACTICES PRIOR TO f ERrOBH1Na THESE FUNCTIONS. UNLESS OTNERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BDTTOH 0URO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •PROD CTSANI C. SMALLISH BUTABEOPY OF THIS IESP0151BLEDFORC1TO 1-1 TDEVIATIORINSTALLATION THISCONTRACTOR. BDIlO DESIGN: ANY" FAILUREE of BE ETOD iii TRUSSES II CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALL IMG ARO BRACING OF TIWSSES. TM 1S DESIG71 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OES1G1 CONNECTORS IMEPMADESOf 209A TASTN AGRG3 GR40IrAII RCALI. STEEL EST AND PAPER SINOTED10 TPI. APPLY CORRECTORS TO (ACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATIO ON THIS DESIGN, 1031T101 COtlBECTORS PLR ORAYIRGf ICO A.I. TNI SEAL ON THIS GRAYING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEER IND cc" FOR FORYANYLPARTICULARELY FOR E091LOINGTRUSS G113 TOY RISPOISIBILITT OF THE BUILDINGSHOWN. THE PONENT DESIGN(DESITY GMElt A itllS AISIFTPI 1-1995 SEC710A 2. IT D�,D W, G 06 * Apr 27 2000 IN (".(f��. P 9�•�(i✓;4� — CA - 1 - - R - TC LL 16.0 PSF TC D L 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF Scale =.25" Ft. REF R427--76487 DATE 04/27/00 DRW CAUSR427 00118020 CA ENG AEB/GWH SEpN - 37684 OUR. FAC. 1.25 SPACING 24.0" (LAFF0424-MARK OWENS / LAFFINS - N6 SB TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard rn `"I PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,=L: 110 PSF BC LIVE LOAD PER UBC. cm USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS o EVERY 4.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT z TC @ 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 CRIRPLES AT 5- 7-14 OC. W2.5X4 o W3X8 = W4X4 (R) 01 E E~ v 0 7 (A 0 x a. ra w w W1.5 4 III W3X8 a W1.5X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 14- 6-14 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2. 5X4 W3X6(B1)— W3X6Es W3X8� f1.:)A4 IB W3X6 (BL) !a z w z 1-0-0 —9-1-8 _I� 26-8-11 mI 1,R -B p- L- 14-6-14 I 13-7-13 t 14-3-5 I ¢ f4 42-6-0 Over 4 Supports R-335 W-3.5' R-1391 W-3.5' R-1304 W-3.5' R-248 W-3' o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD C. -Z N F3: Pr N� MAWING DEPARI'l-,i.p, IV - JLGIC t ••YARNING•' TRUSSES REQUIRE EXTREME CAR[ 10 FABRICATION. HANDLING. SHIPPING. INSTALLING AND n --1LJ rL. C=> BRACING. REFER TO 018.91 (HANDLING INSTALLING AND BIACING), PUBLISHED 87 TPI (TRUSS PLA7E Qyvw TC LL 16.0 PSF REF R427--76488 C=) INSTITUTE, SB3 D'ONOFRIO DR.. SUITE 200. MADISON, YI 53119), FOR SAFETY PRACTICES PRIOR TO C=D PERFORMING THESEUCFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHfO TC DL 10.0 PSF DATE 04/27/00 N STRTURAL PANELS. BOTTOM CMOID SMALL HAVE A PROPERLY ATTACHED N1G10 CEILIMO. '•IMPORTANT•• ►UANISN A COPY OF THIS DESIGR TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEfREO BC DL 7.0 PSF DRW CAUSR427 00118021 PRODUCTS, IRC. SHALL NOT 8f RESPONSIBLE FOR ART DEVIATION FROn TRIS DESIGN; ANY FAILURE TO rJ ALPINE BMCINOBUILD 7NOITTRUSSE3IH COTh1�S"D[SIGAICONFORMS WITH TH TPI; 02 APPLICABLE PROVISIONS Or NOSRICATING, "ADDLING. G(NATIONALID[SLG BC LL 0.0 PSF CA -ENG AEB/GWR BY TillCONNEC70RS SPECIFICATIAAE PMADE SOF020GA ASTMMA653AGAAOREST GALV. STEEL. EICEPT AND PAPERRASE OTED.D ALPINE COIHECTOAS TO * pr 27 2000 * EACH FACE Of TRUSS. AND UNLESS OTHERWISE IOCAifD ON THIS DESIGN, POSITIONCOANECTORf PIR TOT.LD. 33.0 PSF SEAN - 18511 �f,, aa��,,,,,�,,��p,,,,L,,� DRAWINGS 160 A•1. THE SEAL 00 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAeltL ENGINEERING cNII. DUR.FAC. 1.25 FROM SS "'�� +� �+A9 928 �' COMPOMI FOR ANY PARTICULARN 17f SOLELY FOR EOU(LDIiGTRUSS OISDTHE TRESPONSIBILITY OF THE BUILDING DESIGNER. DESIGN SMOVI. THE SUITABILITY AND LER THIS '0��� CA 95B2R ANSI/TPI 1.1995 SECTION 2. N SPACING 24.0 (LAFF0424-MARK OWENS / LAFFINS N7 SB 22 TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 0 L'' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c>_: 110 PSF BC LIVE LOAD PER UBC. c7i BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.68 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 3- 9- 7 OC. W7X8 ,0 W2.5X4 W3X6 0X42 I \� W2.5X4 I\ W3X6 o W1.5X4 $ 7 r (A) 7 W4X4� (A) (A W2.5)4Em W3X6E3 W3X8Ea8-0-0 W3X6(B1) W3X6W1.5 4 01 W3X6 (B1) EE3 W2.5X4 g W2.5X4 -1-1326-8-4 -Lc 1�3-B l� 18-6-14 -1-5-7-13-1- ---18-3-5 I 42-6-0 Over 4 Supports R-333 W-3.5" R-1210 W-3.5' R-1107 W-3.5" R-284 W=3.5' rn C� o PLT TYP. Wave TPI -95 R Design Criteria: TPI Si —WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, RANDLENG. SHIPPING. INSTALLING AND C=) BRACING. Am& TO 1118.91 (HANDLING INSTALLING AND ONACIN6). PUBLISHED DT T11 (TRUSS PLATE C=) INSTITUTE. 593 O'OAOFRIO OR.. SUITE 200, MADISON, 91 $3119). FDA SAFETY PRACTICES PRIOR TO C=) PEAFOAMIIR THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SIIALL HAVE FAOPERLY ATTACHED CV STROCTOAAL PANELS, BOTTOM CHOAD SMALL RAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Cv BUILD iN! TRUSSES IN CONFORMANCE WITH TPI: OR ►ABRICATIAG, HANDLING. SHIPPING, INSTALLING SAN ALPINE BRAC IRO Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICIBLE PROVISIONS OF IDS (NATIONAL DESIG Cir-: SPEC If (CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE P�. COBNECTOAS ARE M110E OF TOGA ASTM A651 GR40 GALT. STEEL. I/CE►T AS NOTED. APPLY CONNECTORS TO Q EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED DR THIS OESICA• POSITION Commits PER DRANIAGS 160 A•I. THE SEAL O/ THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine E4 D. dtL-- RESPONSIBIIITT SOLELY FOR TAE TS Sacrimmuk CA 95U9 COM10111T FOR AN► PARTICULAR SUILDINO IS THE NESPONSIBILITT OF THE BUILDING DESIGNER. PER TRUSS COMPONENT DESIGN SHONA. THE SUITABIL17Y AND USE OF THI AASIFTPI 1.1995 SECTION T. JUFTE COUNT Y N ILUNG DE'F'�m IME P PR ONED X93 Scale -.125"/Ft. REF R427--76489 DATE 04/27/00 DRW CAUSR427 00118022 CA -ENG AEB/GWH SEAN - 37533 FROM SS A -1- CA/-/I/-/-LR/- R- D W DW TC LL 16.0 PSF TC DL 10.0 PSF 5 8C DL 7.0 PSF BC LL 0.0 PSF 27 2000 * TOT.LD. 33.0 PSF N1 DUR.FAC. 1.25 SPACING 24.0" Scale -.125"/Ft. REF R427--76489 DATE 04/27/00 DRW CAUSR427 00118022 CA -ENG AEB/GWH SEAN - 37533 FROM SS PON C77 rn L- 0 z C-- ladIn.. A W a w w z C.•a z w w z R C=:) CZ C=:) C7 C=- CV N /x S3-, -ca� (LArru4L4-MAKK UWtNS / LAFhMS - N8) TOP CHORD 20 DF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ;PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LOADING PER TRUSS FABRICATOR TC - From 52 PLF at -1.00 to 52 PLF at 6.00 TC - From 74 PLF at 6.00 to 126 PLF at 10.00 TC - From 126 PLF at 10.00 to 126 PLF at 36.50 BC - From 27 PLF at 0.00 to 27 PLF at 6.00 BC - From 27 PLF at 6.00 to 27 PLF at 36.50 TC - 317 LB Conc. Load at 6.00 BC - 620 LB Conc. Load at 11.50 USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W4X6 l W3X8 a W3X4 E_- 7 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g.na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD AS INDICATED BY LOAD NOTE: SIMPSON LUS24. SEE CATALOG C-PT99 W3X8 E3 W3X6 = a W3X8 En W6X6 W1.5X4 III W3X10 (B3) a W4H m W4X4= W2.5X4 = W1.5X4 a W3X4 Ea W4X6 a W6X61m HS416 8 T 3-6-4 - -8-0-0 N18 1-0-0 ��33 aARTE Y 1- 6-0-0 _I 30-6-0 I ILDI G ®EPAF i I M i fE 36-6-0 Over 2 Supports R-3067 W-3' R-2964 P%PPROVET PLT TYP. High Stren th Wave TPI -95\R Design Criterla: TPI STD CA 1 - - R - Scale -.1875"/Ft •WARNING•- TRUSSES 110911E EITREME CARE 11 FABRICATION. HANDLING, SAIPPING. INSTALLING AND BRACING. REFER TO Oil -01 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p1,DW. TC LL 16.0 PSF REF R427--76490 INSTIIOTE. SBS'•*EOMI. R., SUITE R. MADISON, NI TOP CH. F°0. SAFETY PRACTICES PRIOR TO `q� TC DL 10.0 PSF DATE 04/27/00 STRUCTURAL PANEL fUBOTTOM5. UNLESS OTMERBE A PROPEATED, TOP CHORD SHALL HAVE P80PERlT ATIACOED "(( STRUCTURAL PANELS. BOTTOM CRORD SNAIL tlATf A PROPERLY ATTACHED RIG10 CEILING. ••IMPORTANT- FURNISH A COPY Of THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ERGINEI1 BC DL 7.0 PSF DRW CAUSR427 00118035 PRODUCTS, INC. SHALL NOT BE R[SPOMSIBLE f01 Alf DEVIATION FROM THIS DESIGN; ANY FAILURE S OOG ALPINE BRACIR6IS DUILO NOFTTRUSSES`N COTHIS NDESIGN ANCE ICORFOINS WITNTH TPI; Olt AAPPLICABLE PROVISIONS RICATING. HANDLING. SOFPADS G(NATIONAL lOES 16 ° BC LL 0.0 PSF CA -ENG AEB/GWH ECIFICATCONNECTORS AAE ON POMADE BLISOF°BY THE to" ASTNMA6SDAGRHORGALT. STEEL EST AND PAPER EXCEPT APPLY I NOTED. IPI.ON) Ago ALPINE TO } pr 27 2000 * TOT.LD. 33.0 PSF SEpN - 37554 EACH FACE 0/ iROSf, ANO UNLESS OTHERIISI LOCAT(0 OA TRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•7. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL (EGINEE 1 CM). DUR.FAC. 1.25 FROM SS AT..:..• II..,.S�.��D� I� RCSPORSIBIL )TT SOCf LY FOR THE TRUSS CONPONEIf DESIGN SHOWN. THE SUITABILITY AND USE 0/ THIS Slulme°IgCA95929 CONPO1LRi FOA AIT fA1TICULu BUILDING 15 TUC RESPONSIBILITY OF TAE BUILDING DESIGNER. PER Clue SPACING 24.0" A., III 1.7995 SECTION E. (LJLrrU4z4-MARK OWENS / LAFFINS - N9) TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 14- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY 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 0 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W3X8 __. W4X4 o W2 , 5X4 = W3X6 E13 W1.5X4 HI W6X4 Sm ,) (A) W3X8(B1) a W1.5X41II WMam W3X6W1.5X410 W6X8= W2X4M W2.5X4 Em L 14-0-0 I 22-6-0 I r 36-6-0 Over 2 Supports R-1491 R-1733 N9 0-3-9-�8-0-0 ,&UT E CODN1 N iiQ4$1.DING DEPARWE , PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - R Scale —.1875'/Ft ALPINE �P Anchecubd ���' "WARNING-- TRUSSES REQUIRE EITREME CARE 14 FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACIIG. REFER TO fill -01 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITOT(, HES DFUNCTRIOION DA.. SUITE HER SE INDR.IC TE 53719). FOR SAFETY PRACTICES PRIOR TD�q� PERFORMING TNESE /UBOTTOM C ORLFSS OTHERWISE IRDICATED. TOP CHORD SOMI HAVE PROPERLY ATTACHED STR NCTURAL PANFlS, BOTTOM CHORD SHALL NAYS A IAOP[RlY ATTACHED RIGID CEILING. '•IMDORTANT`• FORNISN A COPY OF THIS DISIGH TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEAID PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DES GN; AS FAILURE T BYILD TME TRUSSES IN CORFOEMANCE PITA TPI; oA fABRICAfIN6. HANDLING. sxlPPlxs, INSTALLING A BRACIRB OF TRUSSES. THISOC IS CONFORMS CONFORMS PITO APPLICABLE PROVISIONS OF HOS (UATIORAL DES) N CONNECTORSSPECIFICATION ARE MADESOFDTOGABY TASIR HE AMERICANTPI. GR40FOREST 6Ail. STEEL. PAPER EXCEPT ASSOCIATION) APPLY CORRECTORS TO [ACD TALI Of TRUSS, AND UNLESS HE MISS LOCATED ON THIS DESIGN, POSITION CONNECT 0R5 PER DRAWINGS 160 A"; TY[ S AL ON TNTS DARNING INDICATES ACCEPTANCE OF PAOFE SSI O➢AL ERGINE FTI AM USE or COMPONENT)FOA ANY LPARTICULAR ILY rot EBUILDINTRUSS G IS TBETRESPONSIBILITY Of THE BUILDINGDESIGN SHOWN. THE ) DESIGNER. PER TINGTHFS ANS I11PI I-IR06 SICTION 1. o�,n W, y�( 'C O. d Apr 27 2000 * ,A /� C L P QF , 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 REF 8427--76491 DATE 04/27/0 DRW CAUSR42) 00118023 CA ENG AEB/GWH SEQN - 37583 OUR. FAC. 1.25 FROM SS SPACING 24.0" (LAFF0424-MARK OWENS / LAFFINS N10 SB16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. ci I10 PSF BC LIVE LOAD PER UBC. m USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS o EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7.14 OC. W4X4 a CA c- 04 lx IZ. _ A C-0 Q w w " W5X4(A2) W1.5X4 III W3X8em c.5 z w w z (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE, #1 HIP SUPPORTS 16- 0- 0 JACKS WITH NO•WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. WUB8 W4X4= W2. 5X4 i? 143X6 m W3X4 W1.5X4 III 5 X 6 S WSX8 in W2X4 m L� 16-0-0 I 17-4-4 I 3 1 12 fE 36-6-0 Over 2 Supports R-1424 Rm1644 o PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA 0 0 0 N N Ili I1, d Na 7-10-5 -0-0 JUTTE COU NI i ING DEPARTMEN' R D —WARNING TRUSSES 0.EOUIRE EHT0.(M[ CARE IN IAB0.1CAi100.• IANDlIM6, SHIPPING, INSTALLING AND •BRACIIO. WIN TD NIB•RI (RABSUITE ZOO. MADISON. ALD BRACING), PUBLISHED By TPI (TRUSS PLATE v�ptD W. TC LL 16. 0 PSF REF R427- -76492 PERFOISTITOTE, SBS D'OROTRIO D1.. SUIT[ HDD, NADINDIC TE SS11R), FSH LL HAVITTE fPROPERES PRIOR TO TC DL 10.0 PSF DATE 04/27/00 PIIOCTUIRG THESE FUBOT1OM C ORLL SS IITHERYSSA PRDICAT(0, TOP CHORD SHALL MANE P0.0PERLY ATTACHED STIOtTu1Al PANEL S. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT•• FUR, ISM A COPY OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE IIGINIERID BC DL 7.0 PSF ORW CAUSR427 00118024 PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ARI DEVIATION FROM THIS DESIGN; ANT FAILURE 1 5 BATIO THE TSSS IN CONFORMANCE WITH OFABRICATING. SNIPPING. IIMO CIMGOfTRES. THIS DESIGN PROVISIONSOFIDS (RATIO -ENG A E B/ G W HAi PINE EIC LL 0.0 PSF CA [fIN SPECCA O PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A6S3 GR40 GALT. STEEL, EICEPT AS NOTED. APPY CONNECTORS TO * Apr 27 200 * TOT. LD. 33.0 PSF SEON - 37589 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PIR ,p DRAIIN6S 160 A -l. THE SEAL DI THIS ORANINO INDICATES ACCEPTAACI OF PROFESSIONAL ER6INELRIRG CW1L P DUR.FAC. 1.25 FROM SS Rine � IgD. RESPOMSIBILITY SOLELY FOR THI TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS '91� CA B2B tOM►OYFNT FOR ANY PARTICULAR BOILD1110 IS THE lESP0151BIlI7Y Of THE BUILDING DESIGNER. PER �'C.AL1F�'_ SPACING 24.U" ANSI/i►I 1.19!5 S[CT INR I. (LArtU424-MARK OWENS / LAFFINS - 01) TOP CHORD 2x4 DF -L g1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i W1.5X4 ID 4-3-13 8-0-0 W2X4(A1) = W1:5X4 uI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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. 10 PSF BC LIVE LOAD PER UBC. 1-0-0 ; tJLUI G ®EP,AR L-6-9-8 Over 2 Supports a , _ R-293 M-3.5'$ '� R-208 W-3' 1� PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - R - Scale —.375"/Ft. "WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS4I (HANDLING INSTALLING AND BRACIM6), POBLISNEO BY TPI (TRUSS PLATE � N� OTl�wt. q TC LL 16.0 PSF REF . R427--76493 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEINOICATED, TOP. ISON. VIICHORD SHALL. FORfETY NATEPRACTICES PROPERLY ATTACHED STRUCTURAL (. 7 'S! TC DL 10.0 PSF DATE 04/27/00 PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT-- FUNNISM A COPT OF THIS DESIGN TO TNT INSTALLATION CONTRACTOR. ALPINE CNGINEEAfD PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION MON THIS DESIGN: ANY FAILUR[ TO C: BC DL 7.0 PSF DRW CAUSR427 00118007 ALPINE BUILD INE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. NAMOl1R6. SHIPPING, INSTALLING AN BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIG 'B 02 BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION CONNECTORS ARE MADESOF 206AIASTN A653 GRADRGAIN. STEEL, EXCEPT ST NOTED D TAPPLY CONNECTORS TO * Apr 27 2000 * TOT.LD. 33.0 PSF SEON - 37688 Alpine BLgtIIOC� Pip � IDG. PER EACH FACE OF TRDSS, ANO UNLESS 1OTHERWISEHIDR LOCATED ON THIS DESIGN, E OF PCONNECTORSROFESSIONAL DRASEAGS 160 A-E. TME SEAL OR THIS DRAWING DEDICATES ACCEPTANCE Of /ROfE5SI0NAl ENGINEERING LtTY L TRUSS O THE SUITABILITY AND USE OF THIS rat EBUILDI DESIGN LITY �. CMI- P q��C� D UR . FAC . 1.25 3aaDWDeato,CA95ffi8 CON, ORENTIfOR All PARTICULARELY GSOTHETRESPONSIBIOF THE BUILDING DESIGNER. PER NNst'I,, l-INRssEcnoN:• SPACING 24.0' CLAFF0424-MARK OWENS / LAFFINS - H1 ITOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 CF -L fl Lr- PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C� DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn rn r 0 F W3X4 m v 0 7 (� 7 Ix I3r Q" .A 8-0-0 w oc C-3 z W2X4(Al) ® W2X4(A1) c.5 z w z 0-9-12 0-9.12 �- L1-10-6_1_1-10-6 I 4 3-8-13 Over 2 Supports R-165 W-3.5" R-169 W-3.5" N C=D PLT TYP. Wave TPI -95 R Ia F_L, Q THIS DMG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFA. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 41 ,JaU 1-1 E COUNT -v :App fls rin r..i r,...i rnT 1CV.1 C=:) C=3 p N N ALPINE ��FX,,,, qq,,,,,,,,,,������ "w� " �•'`rw pfOfllCL4• .Q CA 93ffiB "WARNING TRUSSES RIOUIRE EXTREME CARE I. FABRICATION. HANDLING. SHIPPING, INSTALLING AND • r BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRAC ENG), PNBLISKI) BP TPI (•ROSS PLATE INSTIlul SBS D'ONOFRIO DR., SUIT( 20D. HAOISDR, Wl 5"1V), ►02 SAFETY PRACTICES PRIOR TO PFRFORNIN6 iHFSE FOYCTIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •' IMPORTANT—STRUCTURAL VE lFORNISH A COPY S. BOTTOM DOFHTHIS ALL NDESIGN AVE A P70 To( INSTALLAAOPERLY TIONGCONTRACTOR. ALPINE EVBINEETLD P0.ODUCTS. INC. SNAIL tlor BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AN BMC11M Oi TRVSS(S. •MIS DESIGN Of COMfORMS NIT. APPLICABLE PROVISIONS OF MDS (NATIONAL OESI COMNEtTONSF1 AT140.(00 P.AD1 SOFD20GATASTN AHSS GR40RGALVµSTECI�CICCfT1AS1 NOTED. TPI. PLYALPINE [ONtl[CTOIS f0 EACH FACE OF TRUSS. AMD UNLESS 0•X65316[ LOCATED ON T.IS OCSIGN. POSITION CONRECT00.5 PER NAVINGS 1G0 AN . THE SIAL ON •MIS OR AV10G tIDICATEI AC111TANCE OF ►R0IDESIGN SHOWN. THE [SSIONAL EKG IOFE0.IMG COWPDXLNTRESPONSIBILITY ANTSOLELY PARTICULA-R BUILDING ISOTHETRESPONSIBILITI OF THE BUILD INC IOESIGME55ET UPEA THIS A.SI/T►I 1.1995 SC CTION 2. npLD W, y _p7- (+�' 5 # Apr 27 20 0 * %` CML P '9�.0 1 ., TC LL 16.0 PSF TC DL lU.D PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" JUQIC —.J/J vL. REF R427 --76494 DATE U4/27/UD DRW CAUSR427 00118025 CA -ENG AEB/GWH SEON - 37598 FROM SS (LAFF0424-MARK OWENS / LAFFINS - H TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L $1 to PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. M THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSL SIIRMITTOn ov TOuee uen ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00. OC. ' Q; DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C3r rn rn c- 0 z W2.5X4 V o W2.5X4 o a 7 r 7 A w - k Q-0-0 W w z - W214.(A1) WM(A1) c� z w z 0-9-12 0-9-122 ( 1 2- 4'_1-4.5 1-2-4 I Q3-8-13 Over 2 Supports R-165 W-3.5' ¢ R-169 W-3.5' ' N o PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD OI PACINC. AREFERRUSSES 70 MIB•911 (HANDLING IMSTALLIMG AMD p CIIG). PUBl15HE0H 0T iP l• I (TRUSS, PL ATE NO O lYSi1TUTf, 503 D'OMOFQ70 DR., SOI TE 200, MADISON, Y1 57119). i0R SA/FTY IRAti[CES Pp100. TO O PERFORMING THESE NNCT10p5. NYRE SS OTRCRMI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED N - STRUCTURAL PANELS, BOTTOM CHORD SMALL HMC A ►ROPENLT 47TACKID RIGID CEILING. "IMPORTANT-- FURNISH A COPY OF THIS CES164 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AWt FAILtl0.E T N A I_ P I N E BUILD TOE TRUSSES 1M COMFORMAIC[ YITM TPI: OR FABRICATING, HANDLING. SNIPPING, NYS7 FAILUR BRACING Of TRUSSES. PUBLI THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL DEST LLING W SPI RECTORS Al PbBI ISMED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CY CONNECTORS All MADE Of I06A ASTM A653 6810 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO ¢ FACH /ACE OF TRUSS. AND UNLESS OTHERWISE LOCATED DB THIS DESIGN. POSITION CONNECTORS PEN el�p pp,,,,,,,�L,,,,,�,� RESPONS1NDRAVIESS Il ITE SOI EL VTfO0.HE STe[ iIUSSEAL 01 ,COMPONENT DES I6 S DRAWING INDICATES TME SUITABILITY NCE OF UAYO USENAL ,OFRRINO ryMffi�gIf1ELf!'d `9582 COMPONENT FOR ANY PARTICULAR BOILDING IS THE AESPONSIOILITY OF THE BUILDING DE5IONER, PEN SD.f:A 93828 AMSI/T/I 1.1995 SECTION 2. �iU9 Y E NM i�,, JLoING ®ERP` ' MFN 3 CA/-/I/-/-/R/- D A - 1 - - R - D W. All TC LL 16.0 PSF / TC DL 10.0 PSF 8C DL 7.0 PSF 8C LL .0.0 PSF 27 200 * TOT.LD. 33.0 PSF Nlt-P DUR.FAC. 1.25 SPACING 24.0" Scale -.375"/Ft. REF R427--76495 DATE 04/27/00 DRW CAUSP427 00118026 CA -ENG AEB/GWH SEON - 37600 FROM SS (tiii04211-MARK OWENS / LAFFINS H3) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard r PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a I#1 HIP SUPPORTS 5- 8-12 JACKS WITH NO WEBS, CORNER SETS ARE CONVENTIONALLY FRAMED. rn BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 WH4 0 C/] H V .ti O C=Y 9=4 R. q - w. Xx w z W4x4(AZ) = z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM17TED BY 1RUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.68 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 3- 9- 8 OC. WU4 0 W7 r.VA =- W4X4(A2) = T- 0-0 x-13 z 0 0-9-122 D-9-12 JUTTE E N 1 ew Q L- 5-8-12 I 5-4-5 I 5-8-12 ILDING DEP1rfQVN-:F` 16-9=13 Over 2 Supports R-1054 N-3" V � R>1054 N-3' @�� ED PLT TYP. Wave TPI -95 R Desi C it 1 TP CYS F-3-, ¢ p p O N C� N _ n r er a. 1131 YARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANGLING, CA - 1 - - R - Scale -.375"/Ft. SNIPPING. INSTALLING AND BRACING. RE/ER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED 11 TPI (TRUSS PLATE IN STITOT[, SB3 D'OROFA IO DR., SUITE D.MADISON, YI S3719). FOR SAFETY PRACTICES PRIOR 10 �,D W. �� "IG TC LL 16.0 PSF REF R 4 2 7 --76496 ►fIfORM[RG THESE FUNCTIONS. DIlE55 OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED A1610 CEILING. •IMPORTANTFORN[SN A CO►T OF THIS OE31GM TO Tn[ INSTALLATION CONTRACTOR. •►ROGUCTS, TC DL 10.0 PSF DATE 04/27/00 DRW CAUSR427 001]8027 ALPINE ENGINEERED INC.CSXAII NOT IE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY ►AILURE 1 BC DL 7.0 PSF ALPINE /UILD TXE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPIYG, INSTALLING A BRACING OF TRUSS(S. TBI S DESIGN CONFORMS YITM APPLICABLE PROVISIONSOf IDS (pAT10NA1 DES( SPECIFICATCONNECTORSION BY 0 5 BC LL 0.0 PSF CA ENG AEB/GNH IAS 1ON) ANM01ED.D TPI. ,,,,,�,1 p,.,,,6,,,,.,, apm6 �B� P l�f $ICUIDmto, CA 95828 AREPMADE OFDf06ATHE ASTMMERICAN ASS3 GRCOREST GALTANSTEIL.RE CEPT APPLYALP CONNECTOR$ TO EACH FACE Of TRUSS. AND 91LESS OTNERYISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a1AHINGS 160 A - I. THE SIAL OH THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CONPOHEN7ILITY FOR ANYLELY FDA PARTICULARETRUSS BUILDINGOISOTHE ( DESIGN SWONW. THE SUITABILITY AND RESPONSIBILITY OF THE BUILDING DESIGNER. PEEAA THIS ANSI/TPN 1.1995 SECTION 1. # Apr 27 20 D * cmll- P 'V�QF _e�t� TOT.LO. 33.0 PSF SEAN - 37690 DUR.FAC. 1.25 FROM SS SPACING 24.0° Top chords that are laterally braced can buckle togetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =45° J DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir TOP CHORD SPF - Spruce -Pine -Fir TOP` CHORD DIAGONAL BRACE All lateral braces MINIMUM LATERAL BRACE SPACING (DBS SPANPITCH SPACING(LB #trusses ' 10' or Greater are attached to the topside of the top chord. UPI 32' 4/12 S' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 1 5' I 6 4 Over 60' 1 See a registered professional engineer J DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Top Continuous Top Chord All lateral braces Lateral Brace - lapped at least 2 Required trusses. T ' 10' or Greater are attached to the topside of the top chord. lapped at least 2 7& Attachment ' 10° or Greater Required 01 �es3 32 / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 7 17 12 Over 28' - 42' 3.0 1 6' 9 1 6 Over 42' - 60' 3.0 1 5' S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Top Continuous Top Chord chordsthatare laterally braced can buckle gg Qtt\ togetherandcausecollapseiflhereisnodiago- Lateral Brace nal bracing. Diagonal bracing should be nailed All lateral braces ' Required are attached to the topside of the top chord. lapped at least 2 trusses. ' 10° or Greater ' Attachment Required y ?g• =45? Frame 3 '400, Fi%ql 9. 00� ti Top ryas eget chordsthatare laterally braced can buckle gg Qtt\ togetherandcausecollapseiflhereisnodiago- nal bracing. Diagonal bracing should be nailed ti to the underside of the top chord when purlins are attached to the topside of the top chord. I 12 --1 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A -10 Permanent s continuous?, lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. =45° L� Tag Line WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members.'A greater than 30' by the peak. 60° 60° or less or less Approximately Approximately Tag 1/Y truss length 1/2 truss length Line Truss spans less than 30'. FE Spreader Bar Toe In Toe In Approximately Spreader Bar Toe In Less than or equal to 60' Approximately Less than or equal to 60' y tr 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. Tag Line Tag Line Strongback/ SpreaderBar In At or above mid -height Tag Tag Line Line 10, � Approximately_ 3'3 to 3/4 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 bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING BUILDING INTERIOR GROUND BRACING BUILDING EXTERIOR; Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 'truss of braced oup of trusses (EB) ,, Continuous CHORD TRUSS TOP CHORD. Lateral Brac( TOP CHORD DIAGQNAL BRACE' MINIMUM!:LATERAL BRACE SPACING (DBs) SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed SPF/H;F: Up to 32' 30" 8'1 16 10 Over 32'- 48' 42" 1 6' 1 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 10 e $ k�; 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 Brac( Required Top chorda that are laterally braced can buckle togetherend causecollapse ifthere 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 al braces braces laterlapped at least two trusses. =45° End diagonals are- se�ntiai for stability and must be duplicate on both ends of the truss system.' Attachmer Required lor" Trusses Ase. SPF�hF� 2°•�'. ® `eso 3`L Olt WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� is 30, •. ,► _ Q All lateral braces lapped at least two End diagonals are'essq tial for stability and must be duplicat _ on both ends of the truss system. X45° Frame 5 30° or greater Continuous Top Chord —\ Lateral Brace Required I 10° or Greater Attachment Required - r 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there imno diago- nalbracing. Diagonal bracing shoule. be nailed to the underside of the top chord when purlins are attached to the topside of the toa chord. PLUMB I I I Truss Depth 2q. or /, 48 =450 c 12 \� 3 or 9• greater B• e � i� r� All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment / Required J& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" Up to 24' 1 3/12 8'1 17 1 12 2' 36" Over 24'- 42' 1 3/12 7' 1 10 1 6 4' 60" Over 42'- 54' 1 3/12 6' 1 6 1 4 6' 84" Over 54' 1 See a re istered professional engineer 96" DF - Douglas Fir -Larch 8' SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir ti oO� Lesser of ,yon ey�'F 1.1200 or 2" Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there imno diago- nalbracing. Diagonal bracing shoule. be nailed to the underside of the top chord when purlins are attached to the topside of the toa chord. PLUMB I I I Truss Depth 2q. or /, 48 =450 c 12 \� 3 or 9• greater B• e � i� r� All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment / Required J& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 1 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 96" 2" 8' 108" 2" -- 9' I D(in) I I Lesser of D/50 or 2" ±1/4 Maximum — Plumb Misplacement tine OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW L(In) U200 , L(ft) L(in) U200 L(ft) Length 200" 1" 16.7' 100" 112' 8.3' L(in) 150" 3/4" 12.5' 300" 1-1/2" 25.0' Lesser of '-'/° L/200 or r' L(in) L(in) ±1/4 Lesser of 1.1200 or 2" L(In) U200 , L(ft) L(in) U200 L(ft) 50" 1/4" 4.2' 200" 1" 16.7' 100" 112' 8.3' 250" 1-1/4" 20.8' 150" 3/4" 12.5' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert Symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and 'RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECT.=D WOOD TRUSSES ° 'tis the responsibility of the installer(bui der. building contractorr, licensed contractor. =rector or erection contractor) to prope#y receive. unload, store, handle, install and 5race metal plate connected wood trusses to protect life and property. The installer rust exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior -o 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 Awhere failure to follow instructions or heed warn- 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 'russ industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, he Truss Plate Institute, Inc. expressly disclaims any responsibility for damageE arising from the use, application or reliance on the recommendations and] information contained herein by building designers, installers, and others. Copyright cD by Truss Plate Institute, Inc. All rights reserved. This document or any par: .hereof must not be reproduced in any form without written permission of the used 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, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal PlateConnected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections .A 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. TRUSS STORAGE, CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaceswhich could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1