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Home My WebLink About047-670-036l 09 047-670-041 pt 99-1437 NEAL, Richard R. Diana Augusta Lane, Chi �L Contr. Richard Neal t �( New single famIl G r 047-670-036 04-2563 DEPORD - 4161 AUGUS"rA LN, CHICO Cont: CARE: FREE POOLS POOLS MASTI;R^SQ2-01)_1 s NATES RESIDENTIAL PERMIT( 047-670-036 _ 04-2563 } DEF(aRD 4161 AUGUSTA LN. CHICO Cont: CARE FREE POOLS } POOLS MASTER (502-01) ,Y i It SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ t JOB FINALED (Date) , :1 Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042563 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Date: 047-670-03.6-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued 10/26/2004 APN: the Business and Professions Code, and my license is in full force and License Class :C 7 / License Number: 4 Site Address: 4161 AUGUSTA LN CHI Date:, `f / Q ' Contractor: 64-fJ5 Pl E;F /acs < Map Index: Description: POOL (MASTER #502-01) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 , Business and Professions Code: Any city or county which requires a Owner: DEFORD CHRISTOPHER A &DIANE J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of I 4161 AUGUSTA LN the Contractor's Slate License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: CARE -FREE POOLS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 9 ALYSSOM WAY sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA 95927 proving that he or she did not build or improve for the purpose of r (530) 342-4639 sale.). r ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: CARE -FREE POOLS pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 9 ALYSSOM WAY CHICO, CA '95927 Date: Owner: (530) 342-4639 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 380826 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the bor Code, for the performance of the work for which this permit issued. /Ishave Architect: and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy f 'number %are: Carrier:--==Z�`` (/�' 4 Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is I Census Code: issued. I shall not employ any person in any manner so as to become subject to the 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 4 forthwith comply with those provisions. Date:. • Applicant: I i WARNING: Failure to secure workers' compensation coverage is { unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in''Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bntte County Code 2nrt/or I hereby affirm that there is a construction lending agency for the Resoluti s o do work indicated a e for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) f� Name: By: Date: v oZ Address: PERMIT EXPIRES ON: (.(J Da ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represe(t tives of Butte, unty to enter upon the above mentioned properly for inspection pu s. e G `/ Print Name. 1 Signature: Date: 0 Owner 0 Contractor 0 Agent for Owner ❑ Agent for Contractor J=OK 0 = Not OK . = NorReadya61e 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs_-Connectors 2. Soils; Special MH Support Sketch 5. 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;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Hpaith Department Approval 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 Enclosure; Fencing- s Card B-1 % Date Card B-1 1. Zoning Requirements -Setbacks -Easements and B-1 Date Card B-1 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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-Beams-Rftrs_-Connectors I 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 POOL lans) OK except #'s I ett?.aeks-Easements 7.,! lsrCompaction-Structure Stability fool 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 ec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Hpaith Department Approval Cir. Test -Water Supply st ght Niche / Date 1 Enclosure; Fencing- s Card B-1 % Date Card B-1 cDate and B-1 Date Card B-1 N J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors 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 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 60. Shear Walls; Nailing -Bolts 24. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 25. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 26. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas &Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 65. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 66. 32. Service -Riser Conductors & Ground Main Disconnect 67. 33. Equip. Clearances Panels-Motors-Mech. Equip. 68. 34. Clothes Closet Light -Shower Light -Spa Light 69. 35. Smoke Detector 70. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 78. Plb.; Elec. & Mech. Equip. Listed for Location 40. 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 82. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 83. 43. Bearing Walls over Girders & Floor Nailing 84. 44. Draft Stop in Walls (rat proof) 85. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 86. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instid./Drive O Yes O No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042563 "LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/26/2004 APN: 047-670-03.6-000 the Business and Professions Code, and my license is in full force and effect. �*9 License Class :C, 6_3 License Number: :X 8chw Site Address: 4161 AUGUSTA LN CHI Date: ff/ 0 Contractor. �1�4 FILrz pOC�S Map Index: Description: POOL (MASTER #502-01) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: DEFORD CHRISTOPHER A &DIANE J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 4161 AUGUSTA LN the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: CARE -FREE POOLS owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for g ALYSSOM WAY sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA 95927 proving that he or she did not build or improve for the purpose of (530) 342-4639 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: CARE -FREE POOLS pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 9 ALYSSOM WAY CHICO, CA 95927 Date: Owner: (530) 342-4639 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 380826 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the bor Code, for the performance of the work for which this permit .s issued. Architect: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy#: ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the 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. Date: ��• �� Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda anrvor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resoluti is 0 do work indicated a e for which fees have been paid. Name: By: Data: PERMIT EXPIRES ON: Address: Da ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby nty to enter upon the above mentioned property for inspection pu s. e authorize repr tatives of Buttele c / Print Name: ' 1 v/ Signature: _,e Date: ❑ Owner t3 Contractor 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Nam . City irst Namb n YcJuc., Address b Phone ,i2- SE6 3 City State Zip Phone. �9,� � Fax E-mail E-mail CONTRACTOR Name c Address PO City StateC. Zip, Phone ,i2- SE6 3 Fax E-mail Lic. # Cllaasso APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name IT Be Address 600-4 City No State Zip Phone 3 _ Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name IT Be Address Ad (-3 6 X 6 e City No Stag Zip Phone 3 _ Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning AN Flood Zone Property Address SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPc>4sslg3 BIN # OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 _ Q%scription or Scope of Work: 0o L. ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ;46.1 Amount: -4-&7.'4z. Bldg SRA Receipt #: + I Z 333 Sheriff SMTP Date: o4 Other Total REV 7-27-04 LOCATION AN .-x'.70,-- 6.3 Property Address 7 LN City I 177 eet WORKER'S COMPENSATION Policy Number • f _ Q 3 Carrier 'SlneL� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 _ Q%scription or Scope of Work: 0o L. ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ;46.1 Amount: -4-&7.'4z. Bldg SRA Receipt #: + I Z 333 Sheriff SMTP Date: o4 Other Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS metunas can oniy be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 lei Development Services Swimming Pool Drop and Go Building Division To utilize the swimming pool drop and go you must submit the following: ❑ 3 Site plans ❑ Environmental Health Department site plan approval ❑ Completed building permit application . ❑ Application must be accompanied by a check made out to Butte County Treasurer for the full amount of the permit. (See fee schedule below) ❑ For pools that have not been previously mastered, 3 complete sets of plans and calculations designed by an engineer or architect licensed to practice in the State of California are required. u Fee Schedule: Gunite pools (previously mastered plan) $467.42 Gunite pools (to establish master plan) $687.38 Fiberglass pools (previously mastered plan) $494.91 Fiberglass pools (to establish master plan) $604.89 * All writing must be legible* * All items must be placed in a "Swimming Pool Drop and Go" envelope and submitted to the Chico Environmental Health Department* The Department of Development Services is not responsible for items that maybe lost,or stolen from this box. �-3 3 7. t LI COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: r:,> ASSESSOR PARCEL NUMBER d 7 Proposed Building Use: Counter Technician: �' Date: ' b� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to'apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Y ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form _1� 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required .........................................: .............................. ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: L&_L(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 0 32. Letter of Signature authorization .................................. ....:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... O 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 3 4 a 4 &3and hold for pickup. 0 I have been informed of the above items and requirements for obtaining a building permit. it Applicant: ��w �/ Date: Q r7 1. Index permit application for the above items numbered: V Plan Check Lette 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ajta,,byLpphone, ❑ mail, ❑ counterb r Date:Plans reviewed b :YY�K �s Date:Plans approved by: `-U Date : Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division y., E.H. USE ONLY 'Piot Plan Attechod d� y�— Roos, Men Attached Sen to S.O. ! TO: ' Building. Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal . Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: ' Environmental Health Specialist 8/96 Date Butte County Department of Development Services -YVON'NE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 11, 2004 Bill Bell P.O. Box 8689 Chico, CA 95926 Subject:. Erosion Control Plan — North Chico Specific Plan Dear Mr. Bell: The Butte County Department of Development Services, Planning Division, and Department of Public Works, Land Development Division have created a standard erosion control measure. ` The measure should be indicated on each site plan within the North Chico Specific Plan. • If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Si erely, Aaker Joseph W. Planning Manager 14 SITE PLAN REVIEW APPLICATION q�Date: qh0104 AP# Permit -Number (if applicable) Z ?; Bin Number APPLICANT INFORMATION Parcel Size:a li - Owners Name: QAL!5l Owners Address:q(u % L Telephone No.: Situs Address:,�� Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ • Septic- ❑ Well Agricultural Exempt B '1 g E] Agricultural Buffer Form ❑ ApplicableE]. N/A + Other: (i Brief Explanation (if necessary): Appg)(mL DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) $O'Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Si lan Stam ed Approved By J:j;U A Date ll% l - ZoD Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY '~ a 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) ❑ 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: N A ❑ 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: GE ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear i 1 / Height ,r Waterway N/A N/A N/A GE ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: 'Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage R NCSP/CSA 87 . ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Cre_ation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify 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 d j'� � � Subdivision ME/Parcel Map: 0/�� (—I��/� �'U �r � p�� Map Date of Recording: Lot: 2,6 Book: l Page: l- ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ 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. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 1 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 rP , 1 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone. (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING September 10, 2004 Chris DeFord 4161 Augusta Lane Chico, CA 95973 Subject: Erosion Control Plan Requirement, Building Permit No. 042563, APN: 47-670-036; Pool Installation Dear Mr. DeFord: The Butte County Department of Development Services, Planning Division, has reviewed the above referenced building permit application, and require the following information to continue the review process. • , Erosion Control Plan (ECP): . This parcel is located within the Pheasant Landing Subdivision and the North Chico Specific Plan. This subdivision is required to comply with the erosion control required by the North Chico Specific Plan. An example of best management practices for erosion control has been included for your reference. Please return a complete ECP, prepared by a qualified professional, to Butte County Development Services, Planning Department. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Cyely, W. Baker Planning Manager Butte County Department ofDe velopm en t Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING September 10, 2004 Chris DeFord 4161 Augusta,Lane Chico, CA 95973 Subject: Erosion Control Plan Requirement, Building Permit No. 042563, APN: 47-670-036; Pool Installation Dear Mr. DeFord: The Butte County Department of Development Services, Planning Division, has reviewed the above referenced building permit application, and require the following information to continue the review process. • Erosion Control Plan (ECP): This parcel is located within the Pheasant Landing Subdivision and the North Chico Specific Plan. This subdivision is required to comply with the erosion control required by the North Chico Specific Plan. An example of best management practices for erosion control has been included for your reference. Please return a complete ECP, prepared by a qualified professional, to Butte County Development Services, Planning Department. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Since ely, J seph W. Baker Tanning Manager Y' NOTES T R 1 ENTIAL 047-670- pt 99-1437 PERMIT NO.. NEAL, Richard R Diana ugusta Lane, Chico Cont : Richard Neal New single family �z -z-/6rc) 9 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY CHECKED BY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTEB-- l- OMICE COPY iAddress ' 1 j GAS 1�Date Meter By ELECTRIC Date Meter By 1 Meter By J Date I ELECTRIC � Ypate�Lj , Meter By i JOB FINALED (Date) Cp—//— e—_� Signature 0/'Se� V=OK' 0 = Not OK I - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrele 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Discorinect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test -Demand -Valve -Connector 3. Ele'ctricity;'MH Test-Crdssovers-.Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date • Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 OK 0 - Not OK = Not Applicable = Not Ready RESIDENTIAL (� Date Vnderfloor (Plans) OK except #'s 1 ng -Setbacks -Easements food -Slope 3. Ftg., Main; Soils-Elec. Gr .-/ /If /- Ftg. Depth ' Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth xt r Elec. Trim, G .4 eceptacle-Underground temwalls, Main; Steel-Blockouts-Wrapped Fj�St walls, Garage; Steel-Blockouts-Wrapped 43"Size Boxes & No. of Conductors Stapled Howns and Special Anchors Z't Slab, Steel -Wrapped 8. Pier - ireplace Ftg.-Steel 2V12-A.ppance Circuits in Kitchen & Conductor Size GFI W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date P i Card B-1 Date Card B-1 Date 4,/2- -71( Card B-1 Date Card B-1 Date MBING (Permit) OK except #'s ater Htr.; Vent- A s- ombustion Air Baffle 1 er Pipe;st & ch lection .W.V.; Te it gs & A r- ai Protectio Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Date MECHANICAL (Permit) OK except #'s C. ucts Insulation & Support �an, Exhaust above insulation Co nsate Drain & Overflow, Size & Grade ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 30,"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 Date JFRAMING (Permit) OK except #'s Awo'sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) (2T>ire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing b r� jingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors C' . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fir ce Ties or Type A Flue -Fireplace Throat Clearance Atti cess; Size & Romex Protection-Draff Stop -Ins. Baffles 0 -windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire P 'errFraming roperty Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 64. 9 tatgC' 3Y -Rise-Run-Landing-Fire Protection Plyw on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer �✓ Stucco Mesh -Drip Sc ed -Fd. Vents-Underflr. Access 5 . Glaiiog-Area-GI Protection -Skylights -Plastic ace Interior/ExteriorLdll Panels -Jvv 6f/Insulation-Walls-Ceilings 62. Infiltration -Walls -Windows .t Date 0- -Y Card B-1 Date Z Card B-1 Date /9 Card B-1 Date t f Card B-1 Date NAL (Plans) OK except #'s Ext.s-Door & Sideliaht Protection-Landinos GS -,Furnace Vents -clearance -Comb, Air -Connector - In Gawigd'e_:Above Floor -Ducts -Mach. Protection & Tub Sizes & Labels 7VFireplace or Stove, Clea*aYf6e_-HeaaM/ 7 lec. Outlets at W ansl, Int. & Ext. Outlets & Re le Fire Door; 75. 7 tr. Htr.; Vents -Clearance -Comb. Air Connector -P. in _qar<e, Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Lgcation 78. Elpe-Receptacles in Garage (F.ICXf- -Romex Protection Foam -Looked in Attic s & Deck Construction - Is & Crawl Hole Door D Looked under Floor' 82� Following Instld./Drive y1es ] No/Walks 7g1es 7 No/Planters ] Yes Bpi St o Brown -Finish as Pipe; Sixe & Anchors 022. Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection xt r Elec. Trim, G .4 eceptacle-Underground EI . Receptacles Spacing -Lights & Switches at Doors 8 43"Size Boxes & No. of Conductors Stapled iZ2B7 Rogwl Installed Close to Edge of Studs & C.J. lass Py6tection Ground made up w/Mech Fasteners -Bond Gas & Water 90. 2V12-A.ppance Circuits in Kitchen & Conductor Size GFI b y Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI G -Meters Tagged, Gas -Electric Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Ins ted Neutral ❑ Yes ❑ No 92. Service -Riser Conductors & Ground Main Disconnect 32. Eqk ip learances Panels-Motors-Mech. Equip. Energy Compliance Certificate -Other Certificates Cloth s Closet Light -Shower Light -Spa Light 94. JU-Smoke Detector Date ` �° Card B-1Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. ucts Insulation & Support �an, Exhaust above insulation Co nsate Drain & Overflow, Size & Grade ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 30,"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 Date JFRAMING (Permit) OK except #'s Awo'sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) (2T>ire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing b r� jingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors C' . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fir ce Ties or Type A Flue -Fireplace Throat Clearance Atti cess; Size & Romex Protection-Draff Stop -Ins. Baffles 0 -windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire P 'errFraming roperty Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 64. 9 tatgC' 3Y -Rise-Run-Landing-Fire Protection Plyw on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer �✓ Stucco Mesh -Drip Sc ed -Fd. Vents-Underflr. Access 5 . Glaiiog-Area-GI Protection -Skylights -Plastic ace Interior/ExteriorLdll Panels -Jvv 6f/Insulation-Walls-Ceilings 62. Infiltration -Walls -Windows .t Date 0- -Y Card B-1 Date Z Card B-1 Date /9 Card B-1 Date t f Card B-1 Date NAL (Plans) OK except #'s Ext.s-Door & Sideliaht Protection-Landinos GS -,Furnace Vents -clearance -Comb, Air -Connector - In Gawigd'e_:Above Floor -Ducts -Mach. Protection & Tub Sizes & Labels 7VFireplace or Stove, Clea*aYf6e_-HeaaM/ 7 lec. Outlets at W ansl, Int. & Ext. Outlets & Re le Fire Door; 75. 7 tr. Htr.; Vents -Clearance -Comb. Air Connector -P. in _qar<e, Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Lgcation 78. Elpe-Receptacles in Garage (F.ICXf- -Romex Protection Foam -Looked in Attic s & Deck Construction - Is & Crawl Hole Door D Looked under Floor' 82� Following Instld./Drive y1es ] No/Walks 7g1es 7 No/Planters ] Yes Bpi St o Brown -Finish 84✓A.C. Urtit. Disconnect, Electrical-Plumbin 8 nt Above Roof, Plbg-Applian rqplace-Clearance to Openings 8 ater ell, Disconnect, EI I, Plumbing 8 xt r Elec. Trim, G .4 eceptacle-Underground 8 ent' hroughout House lass Py6tection 90. Corre ions from Previous Inspectio b y 91. G -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -CA) to Grade -HD Approval ` 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Dater/ �� Date Card B-1 (J6 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE -- Numb- (-Y__---- ounty ——diyjsion of Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type_F-jW9l t-ts Thickness (inches G Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Johns Manville Contractor/s min. installed weight/ft sq. - <, TV b. Minimum Thickness 141 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) '? &-., 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) %Z H 4. RAISED FLOOR Material Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inched 6. FOUNDATION WALL Material Thickness (inches)— DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) l c1 Brand Name _,!_obns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. tem s gnature, ale �nsta i1i n o7 ubcontractor(Co. Name) r General Contractor (Co. Name) Or Owner A��V&j 0-W-00 t—f em#_S Sighature, Date ng�ubccont F cior Mo. Nam 0 General Contractor Co. Name Or wner Item #s Signature, 6-ae Insta lling Subconf clot(Co. ame) Or General Contractor Co. Name)Or Owner -rte - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' t r C !/ / DG CVV V) a C Date Inspector REV 10/92 . � , '�:•'•,-`�"�'4�f�?�t'�3gt•s"`te�"yyzs�sA�'. S �-,�,...],}„f .+"`ipZ1�+ `�7a+r`t�+z±I�,. ,.�% ..}�„ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 11/e 11 / y9- /1-/3 7 OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ("e 1/r ,7i o-4-- Date Z b 9 % Inspector REV 10/92 Dec -30-98 03:58P Western Woods, INC. 5308948601 r � 9 APS U N A r t — Certificate of Conformance 54050 ' Certificate 0__ THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued' Laminated Timber w P.02 NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses, A1TC 117.93 — Manufacturing.— Standard Specifications For Structural Glued Laminated Timber Of.Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked s,uctural glued laminated timber members • were produced in a manufacturing facility subject to regular audits in•accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. • 4- ,,,,,0�� Q 0�•``•J' ooi RaT 1%<<1 Vp %FVp rTi •W" �C")- 10 by —/ --- — Thomas G. Williamson Executive Vice President 0 ENGINEERED WGDD SYS; EMSis a related co:Pwa:ion o1 APA –THE ENGINEERED W000 AS50C!ArI0:V 7011Soulh 191h Street • F'.O. Box 1:700 • Tacoma, WA 9PA 11-0700 Telephone: (253) 56 'i-6600 • f -ax N•jrrhe:: (253) 565.7265 COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES a 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE QR - OWNER PERMIT NO. A routine inspection indi es that the following violations of butte county Ordinances exist at the above address ands uld be corrected. Please notice this office when -correction of work is completed. If you ve any questions pertaining to this matter, or need additional explanation, please contact t 's office immediately. Date I 06i% Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - / y 3--� OWNER IPERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questionsapertaining to this matter, or need additional explanation, please contact this office immediately. Datj,z I Inspector V L REV 10/92 ks-s., 3"', AP ep ZO 'd D10668916 'ON XV3 M8801 s`90113nN01 10:6 NOW 66-81-100 I {REPAIR NEALM-RICHARD NEAL - T28a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. REINFORCE TRUSS FOR REVISED BEARING LOACTION NOTE: SEE DRAWING CAUSR427 99259010 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. ' REPAIR PROCEDURE . ;f ------------------ - --------------- - ---- ----- - -- AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE C'j 1) SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION. TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE 2) ADD NEW WEB, INSTALLING WITH PLYWOOD GUSSTES. COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. i3) RE -LOAD TRUSS. - EDGE AND END DISTANCES AND SPACINGS FOR NAILS SMALL BE SUFFICIENT N (P) 1/2' PLYWOOD OR 7/16" OSB GUSSETS; APA RATED 24/16 SHEATHING, TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC EXP.l. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24• SQUARE. SECTION 2311.3.3. NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD o AND WEB MEMBERS, WITH 8d COMMON WIRE NAILS TO ALTERNATE FACES. SPACE NAILS NO CLOSER THAN 2" 0/C AND STAGGER ROWS TO PREVENT SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. % (E)ORIGINAL PLATE MUST REMAIN UNDISTURBED. ° Z (W)ADD 2X4 DF -L STUD OR BETTER WEB. ICS IO.A- t 12 (E) W3X4 (P)12"x24" TRIMMED 6 H 8 r- V(A), 11-7 V Q cam. (W) 12 6 12 IAI +8-0-0 rl C7 6 w E W2.5X4 12" (P)18"x18' TRIMMED o z �P;12"x12" �- Le2-D-030 L --2-6-0-J a 1_ 13-9-13 _I_ 4-2-3 _t_ 5-11-8 J �s I 23-11-8 Over 2 Support cam. R-930 W-5.5" R-953 W=5.5' ,�� a ~ PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Ob1 CA - 1 - - - F Scale.25" Ft. *-WARNING-,- TRUSSES REODIR( EXTREME CARE IN FABIICiITIDN. RARDLING. SNIPPING. INSTALLING AND TC LL 16.0 PSF REF TR427--94504 pj BRACING. CFER TO N.B 91 (HANDLING INSTALLING AND BRACING). FOOLISHED 01 TPI (TRUSS PLATE E�T INSTITUTE. SOS 0. BUT 10 DR.. SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO --F( rn FFIFOOMING THESE FHICTIDOS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED E' TC D L 12.0 PSF DATE 10/11/99 �—+ SYAUCTURAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. '-IMPORTANT-- FHRNISM A COPY 01 THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIE ENGINEERED �9 •e BC DL 10.0 PSF DRW CAUS9427 99284014 --: ►RDDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. All FAILURE TO •--� BUILD TME TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND �- a ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL OESIGN BC LL 0.0 PSF CA -ENG AEB/CWC H SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 63=1 C.J CONNECTORS ARE MADE OF LOG ASTM A533 6140 GALL. STEEL. (TCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 38.0 PSF SEAN - 20563 C=:) EACH FACE OF TIOSS. AND UNLESS OTBERBIS( LOCATED ON THIS 012169. POSITION CONNECTORS PER DIlAY10C3 160 A•i. THE SEAL OI TNI$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IRGINEERIH6 DU R .FAC . 1.2 5 FROM MC A� . RESPONSIBILITY SOLELY FOR THE TNNSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE Of THIS SecribTi ato.C;A9582B COMPO I FOR ANY 19, CC YL� BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" I ' - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 047-670-019 PT ZONING SR1 BU ING PERMIT OWNER NEAL,• RICHARD & DIANA TE ZSy3--1482 SQ. FT. OCC. BUILDING VALUATION 2655 R 14 370 • OWNERS MAILING ADDRESS 193 PICHOLINE WAY, CHICO 95928 943 U 16,974 CONTRACTOR'S NAME OWNER TELEPHONE 2 83 C 3.679 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS FTfei!'IHCe 164.023 Total Valuation ARCHITECT OR ENGINEER GREG PIETZ LICENSE NO. C21283 Flin Fee $ 20.00 Permit Fee $ 67.00 ARCHITECT OR ENGINEERS MAILING -ADDRESS Plan Checking Fee $ 56*1 99 BUILDING ADDRESS 4161 AUGUSTA LANE, CHICO Energy Plan Checking Fee $ 23-00 $ PERMIT FEE $ Lor No. 26 suB Yrit;AMT LANDING #2 PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each as water heater or vent 15-00 TYPE OF WORK New d Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: NEW SINGLE FAMILY DWELLING Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home I S G W @20.00 PERMIT FEE $ 85. ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A OR LESS 23.00 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 f force and effect.P License Class Lic. No. [J ///Q� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BIDS. SO 3.5Q FT. �µqMULT �IpT' I ET -OUTL @7.50 OWER APPARATU d SINGLE CI OUTLET CIR. Ex. Occu OUTLET OR FDmJRES p QO 1.00 BAL @ .so Ex. Occup.Duri1 fs pa,p,O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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.) 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 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 11/ Date t; ZS ' g 9 Signa re of App icant -,K Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" dee and demolition or construction of structures over 3 stories in height. CI' Y �, v MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 4 450 118.00 GAS FURNACE 115.00 PERMIT FEt s 99.50 Mobile Home Installation Fee $ Energy Inspection Fee Is 46a.00 Occ (_3 CO" s . A7L FEE $ 9 .9 HAZ. IMP d FOOD J cOF pgRC HD su This permit is hereby issued under the app(cable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. rn pl} By D to Q PERMIT EXPIRES ON zoo pw. Receipt No. � .5%2 ©SB WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95985 • Telephone (530) 538.7541 /P€` N (Rev. 12/96) APPLICATION AND PERMIT �e.E..c�F�Rea►R,r.ei Do'M10 BUILDING PERMIT ��',°ft 1i OVINMI VA404 /!23 Chico ZS SO. FT. OCC. BUILDING VALUATION [ C) • C� 7Y3 L11 Zo97 q,tao CONTRACT 3 mug d TEUSMON! 00NTRN:TOR7 W4JN0 ADC Rpe 004NeTFAXYrI0N lEl M Fireplace 2 O d LIro9" MNU Je ADDFM Total Valuation = eRNIIWI LXXDM NO. Fiin Fee i 20.00 Permit Fee � 7. (7Q $ & 3 ; ARc►�r>!er Olt Fra wuNo Ao _ Plan Checking Fee S(o 3 • SS $ °11D'1O"OD Energy Plan Checking Fee $ �_ 3, c -o $ / ._l3 PERMIT FEE _ LOTH& � s gIrs Mlle � A� . 7, 71� moa MAPPLUMBING PERMIT �g Fee 20.00 Each Trap 7.00 USEOFSTR CTURE SF 0" Duplex O Moblehome 0 Other Solar or heat pump water haater 29.00 Wafer piping 15.0015. - Each gas water heater or vent 15.00 d �i TYPE OF WORK New 10 --Addition O Remodel O Wlrlitles O insfelation 0 Mm O Describe Work: -2 P-71--1- !� tJ,G �© ch tea piping system 1 - 5 outlets 15.00 c� Buildingsewer 15.00 • &-o Mobtk Home S O W 020.00 i O g a PERMIT FEE _ ELECTRICAL PERMIT Rin Fw 20.00 Main Service =ooRR u 29.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penally of perjury that 1 am licensed under provisions of ChapterADOW 9 (commencing with Section 7000) of that 9 of the Business and Professions Code. and my license is in full fora and effect License Class Lie. Na DECLARATION OWNER I hereby affirm under penally of perjury that i am exempt from the Contractors license Law for the following reason: 0 I. as owner of the property, or my employees with wages as their $ole compensation. will do the work. and the structure Is not intended or offend for sale. O I, as owner of the property. am exclusively contracting whh iceruad contractors to construct the project. 0 1 am exempt under Seo. . Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following deciaratkxu: ❑ 1 have and will maintain a certificate of consent to teff -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 lowed. O 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 lowed. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that In the performance of the work for which this permit Is Issued, I shell not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit Is required for excavations over 50' esp and demolition or construction of structures over 3 stories In h hi Main Service won To Loom 411.00 Oft -65i& , ov3.SaR 5,�1 MIRMANMMOCUFMILCM @7.50 FowER "PPAR►Tn At 011"M QVIIIIAT CIA. sr Ex. Occup. ounon � aur. a x:00 -BUILDER Ex. Occup. ovTUM MOM.) EEA 5.00 Temporary Service 29.00 Wbbie Home Facildee 20.00 Misc. Wiring 23.00 PERMIT FEE $ (a r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling��• t►b Hood 11.50 Ventilation q, S Z) /� • fl 0 'PERMIT FEE: $ Mobile Home Installation Fee = Energy Inspection Fee $ oce 3 00.8 Tr ;4r TO L FEE $ ,,,,i _- o FM w. o eoF Ne 7, ro w nuc This permit Is hereby Issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date met*) RecelptNo. -2 (0 Sa yrs —5 tip wMITE•O.O.S.•8.0. CANARY -ASSESSOR ?IN)(.INSPECTOR GOLOENROO•APPLICANT I tb't-�'R"7�{,i�T"�Y' c . 7 T i Y. 'TFaA��'S�j~' "'`'Y•iy�'ti'��+a-"�'wi+Vrn+.f.j' d •'7 4 'EYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 6COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 A' ` PERMIT APPLICATION DATA SHEET i OWNER: , gne a ASSESSOR PARCEL NUMBER: 1.9 y% "" �j 0 / 7— ,, Proposed Building Use: G ,,� Building Inspector: Date:el -- —9 Q At time of permit application, I was dvised the following data must be submitted prior to permit processing and/or suance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 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! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form- ------------------------------------------------------------------------------------------ ?,�L�pact Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ees of$ ----I d_Cl__ 7---------------------------------------------------------- fees as shown on the attached schedule. ---------------------------------------------------- 2. California Department of Forestry plan approval/fees.-PO --- f¢ ---------- Cl 13 . lood elevation certificate. ----------------------------- ----------------------------------------------------------- V Y `" 4. Sanitation and plot plan approvalf` 47 Health Department - ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ Planning approval for (A) Use: /. (B) Parking: ------------------- 'Contact Land Development about VImprovements, ElDrainage, WLegal Parcel. ---------------- . ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- -- ?-r S^ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25: Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------- ------------------------- ---------------- ❑X.. 13433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $--------------- (Date) Wh�u issue the ermit, process as follows ❑ Mail to owner; ❑Mail to contractor. 11 f elephone 7 % y $ 2- and hold for pickup at C-0 ce eliver th inspector. r. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othe Date: By: 1. Index permit application for the above items numbered: ice_ ❑ Plan Check List 2. Additional items required: 2 y ✓ 1 t 7• . ;go - S 9 Contractor, designer, owner, was advised of Vie Above required data by ❑ phone, Wmail, ❑ Building Division counter, by ate: % 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 -a vised of the above required rdata by 13 phone, ❑mail, ❑ Bai� ivi o anter, by lt� Plans reviewed by: Date: Plans approved by:Date: ��'jj�• Sets of plans on hold Wo Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Ven,.... n,..... 11e.....+...,......rr�....,.i,._—__• o------- ^--', �. f. r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L E.H. USE ONLY Plot Plan Attached er �- Floor Plan attached GS Sant to B.D. ��Oo�^Tian J 4161 Aeg�sfa Gam. g-676_0�9 Owner Location AP# Plan Approved for: Sewage Disposal a Water Supply: Public Private Well .X Clearance for dwe#ktg Other t- d, -.n X -,,we Hold final for: Final clearance O.K. for: NOTE: C• 150AZ6�/c✓ S / /s+r 40- 7- l- 97 Environmental Health Specialist Date 8/96 . } i t l% • . g. . � .ti L-.-� �...- .. -r'.-+sem . 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE f� / OWNERr_Q1 A.P. # 7 7— PROPOSED BUILDING USE M &0 25 DATE 1. BUILDING PERMIT FEES 3 ( 3 -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �2. SCHOOL DISTRICT FEES 1� (_ ,,//(paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ " 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. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7`. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) / 00.00 (paid at Building Division) 9 CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC 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 chan ed during the plan checking process. APPLICANT VQAI DATE 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) School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM One form per Building)' ! 'f';• Ck i C- a Building Department No. " 9 Jurisdiction: City County Property Location/Address A.4- u A t -c 4 -/-G,- V &A 1 C (-> Subdivision Or ,f- M Residential Development Commercial/Industrial Building No of Living Units r , New Lot No. ; k ................................................................................._.............................. �. Sq. Footage Mobile Home Addition/ 'Supplemental to (Group R) Installation•, l Conveeslon Peri t # ' ,' i............................?.....:(Nofoundatlonnspecfton.s'i O Sq. Footage Addition (Including Exterior Roofed Areas) q.;9,99 Date moor rrans reviewea Dy acnooi uistnct rersonneo District Identification No. QQo 10 L4 0U51--) School District certifies that (Applicant) 193 ZF 3 -/tom -Z (Street Address) (City) has complied with the requirements of Resolution No. representing lg2(p,150-57 square feet. t 1 tj i r 1 � School District Representative Paid by Check # Remarks: (Phone Number) Ka (State) (Zip Code) �(/ �� by payment of $ AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental. Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate'its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm j. BUTTE COUNTY PARKS DEVELOPMENT FEB CERTIFICATION FORM" CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) Lr . Property OwnerLn�i� /V lef OL Project Location/Address Subdivision 4-4 4 Z Lot Number(s) Residential Development: (check one) c� �a �( New Development _Alteration/Addition Mobilehome(s) _Non -Residential-"' to Residentialrl CIA Total Number of Dwelling Units l/ r� Comment: Building Department Represent tive Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) G (Street Address) 592. (City) (State) (Zip Code) has compliedwiththe requirements of Butte Co. Resolution No. 90-140 by payment for 1 dwelling units @ $1,189 for total payment of $f,i,gc, z CARD Representative r Date PAID BY CHECK NO. BANK NO.g0 -U 7 /t f PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. Jury Jv, 1777 Richard and Diana Neal 193 Picholine way Chico, Ca. 95926 Assessor Parcel Number: 047-670-019 pt Building Permit Number: 99-1437 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Enclosed are your school and park fee forms. Pay any required fees at the district offices and return yellow copy to the building department. Ar Your plans must indicate pump and timer manufacturer and model number for your recuirclation hot water system. You must also indicate on your plans that all piping used to recirculate hot water must be insulated with R-4 insulation and this is to include piping underground or in concrete. Please note on the plans that the timer is to be permanently installed to regulate pump operation and timer setting must permit pump to be cycled off at least 8 hours a day. Y Truss 30 must be designed for mechanical loads. Please submit two copies of revised truss. Do not fax. /4Plans can be picked up in the Chico office after 8:00 AM Monday August 2. Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha I Whitney Plans Examiner 2 RESIDE,-4TiAL PLAN CHECKIlrr'GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: /1%l. BUILDINGP ER: PLAN CHECKER: A. P. NUMBER: (947t-00, NERAL: :. Zoning requirements: (side yards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: tel! Complete parcel size and dimensions. x Setbacks, side yards, easements, etc.n C(zxe Q a ca2/� Other buildings or structures. - / Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sl titWers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Al T-5 L 00,,7 hc4 zf Required windows for light and ventilation (Section 1203). �r«" Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). ,6! Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ® Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ® Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). )4'- Minimum of one 37 exterior door (Section 1004.6). ;2- Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). ,14' Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. 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. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. June 1997 3.2 NUSCELLANEOUS ITEMS TO 7UT FOR: " Stairway details: landings, and run, head clearance, handrails (Section IUTJ�,. Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). - Foam insulation - protection. t 36" halls and stairways. - Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 0. Two exits on three - story dwellings (Section 1003). - 1. Underfloor access and ventilation (Section 2317.7). 2. Attic access and ventilation (Section 1505). 3. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 6. Flashing at all exterior openings. 7. C.D.F. responsible area requirements. 8. Automatic Fire Sprinkler Systems (Section 310.10) - 9. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers J June 1997 3.2 ......n.....„..«�....iir.rev..a...,.1e...:.S...l.s�...u..r.lwl.ne._ww�....r.e.. «...........�...J �._..i....._.....,......+_.......................n.. ,... .s........ v. l... ,..._.. ,1........ _. ........ .................,....__..... .. .._.. ... .. _. ..._......,_.. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title........... The/Neal House _ Date........ 08/02/99 Project Address........ Lot 26 Augusta Lane ******* Chico *v4.51* _H 3 Documentation Author... Marty Runnells ******* Buil ng Permi Energy Calculation Services •( 1907 Mangrove Avenue, Suite D Plan Check ate Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. ......... 11 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2655 sf Single New Front Facing 1 1 Slab On Grade 24.5 % of floor area 0.53 Btu/hr-sf-F Family Detached deg (N) � 0 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a R-0 0.900 SlabEdge n/a R-0 R-n/a R-0 0.720 SlabEdge n/a R-0 R-n/a R-0 0.550 SlabEdge n/a R-0 R-n/a R-0 0.500 Roof n/a R-38 R-n/a R-38 0.025 (SE) 10.0 0.520 FENESTRATION Drapes.Std # of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description FRONT, KNEE WALL RIGHT, TO GARAGE BACK, BACK -LEFT BACK -RIGHT, LEFT TO GARAGE TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE TO ATTIC, VAULTED Over - Exterior hang/ Framing Shading Fins Type Window Front (N) 169.9 0.520 2 Drapes.Std None Door Front (N) 40.0 0.550 2 Drapes.Std None Window Front (N) 14.0 0.510 2 Drapes.Std None Window Left (E) 50.4 0.520 2 Drapes.Std None Door Back (S) 17.0 0.550 2 Drapes.Std None Window Left (SE) 10.0 0.520 2 Drapes.Std None Window Back (S) 61.0 0.510 2 Drapes.Std None Window Back (SW) 10.0 0.520 2 Drapes.Std None Door Back (S) 83.0 0.550 2 Drapes.Std None Window Back (S) 72.0 0.520 2 Drapes.Std None Window Back (S) 68.4 0.520 2 Drapes.Std None Window Right (W) 46.0 0.520 2 Drapes.Std None Yes Vinyl Yes Wood Yes Vinyl Yes Vinyl Yes Glz<50% None Vinyl *None Vinyl qn Yes Wood ANono-nt 01LI�'rV*r"rE�' =YesVinyl! APV Ye-s inyIn I VE CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ,Proient .Title _ _ _ _1___'a_ _ _ _ . The Neal Nrni.Qe nnt-o , • . no /n-) /oo MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence Orientation Window Right (W) Skylight Horz Type S1abOnGrade S1abOnGrade InteriorHorz InteriorVert FENESTRATION # of Interior I I - Over- - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 6.0 0.520 2 Drapes.Std None None Vinyl 4.0 0.800 2 None None None'Metal THERMAL MASS Area Thickness - Exposed (sf) (in) Location/Comments Yes 781 4.0 KIT./BATH/ENTRY/UTIL./DI No 1874 4.0 TYPICAL Yes 55 1.0 COUNTERTOPS Yes 228 1.0 SHOWER/TUB ENCLOSURES HVAC SYSTEMS Equipment Type Gas ACSplit Tank Type Storage Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value W. 'Pi . SNI f QEPAPj7V �a. 110"VED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The, Neal House Date......... 08/02/99 MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence COMPLIANCE STATEMENT This certificate of,compl-iance 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/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Rich Neal Name.... Marty Runnells Company. Owner Company. Energy Calculation Services Address. 193 Picholine Way Address. 1907 Mangrove Avenue, Suite D Chico, CA 95928 Chico, CA 95926 Phone... 530 893 1482 Phone... 916-894-8466 License. Signed.. emz$-Oy�j Signed.. 8/0 2 ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title......,.,.... The Neal House Date........ 08/02/99 dd ******* Project A ress........ Lot 26 Augusta Lane Chico *v4.51* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ��(A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). v *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised 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. �^ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints ✓ and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ��(A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... The Neal House Date.......,. 08/02/99 MICROPAS4 v4.51 File -991515 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES • . . f f-, i . - . Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(h): Heating and/or cooling loads calculated in accordance _ with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicab'l'e heating systems. ✓ 150(j): Pipe and Tank insulation - 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 - or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans _ 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space 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 installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. „ 3. Pool system has directional inlets and a circulation pump time switch. NA 115: Gas-fired central furnace, pool heater, spa heater or _ household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). _Vol LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. I&J71M cnlj� Oy COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Neal House Date........ 08/02/99 P t Add L26 ******* ro�ec ress........ of Augusta Lane Chico *v4.51* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.95 .13.21 2.74 Space Cooling.......... 11.28 12.71 -1.43 Water Heating... ..... 9.84 8.86 0.98 Total 37.07 34.78 2.29 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2655 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 22255 cf 2655 sf 2655 sf 2655 sf 24.5 0 of floor area 0.53 Btu/hr-sf-F 8.4 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2655 22255 1.00 Yes Setbackdip t 2 0 �"` f "'i /a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Neal House Date........ 08/02/99 MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence OPAQUE SURFACES Area U- Insul Act, Solar Form 3 Location/ Surface (sf) value R-val'Azm Tilt Gains Reference Comments HOUSE 1 Wall 536 0.065 19 0 2 Wall 38 0.065 19 0 3 Wall 280 0.065 19 270 4 Wall 28 0.065 19 270 5 Wall 156 0.065 19 270 6 Door 20 0.330 0 270 7 Wall 394 0.065 19 180 8 Wall 13 0.065 19 135 9 Wall 25 0.065 19 225 10 Wall 16 0.065 19 180 11 Wall 442 0.065 19 90 12 Wall 28 0.065 19 90 17 Roof 2275 0.025 38 n/a 18 Roof 412 0.025 38 0 90 Yes 90 Yes 90. Yes 90 Yes 90 No 90 No 90 Yes 90 Yes 90 Yes 90 Yes 90 Yes 90 Yes 0 Yes 23 Yes PERIMETER LOSSES None None None None None None None None None None None None None None FRONT KNEE WALL RIGHT KNEE WALL TO GARAGE TO GARAGE - BACK BACK -LEFT BACK -RIGHT KNEE WALL LEFT KNEE WALL TO ATTIC VAULTED Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 90 0.900 R-0 No TO EXTERIOR 14 SlabEdge 200 0.720 R-0 No TO EXTERIOR 15 SlabEdge 11 0.550 R-0 No TO GARAGE 16 SlabEdge 11 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Area Pan- Frame Open U- Act Glass Int Surface (sf) es Type Type value Azm Tlt Only Shade HOUSE 1 Window 4.0 2 Vinyl Slider 0.520 0 90 2 Window 12.5 2 Vinyl Slider 0.520 0 90 3 Window 30.0 2 Vinyl Slider 0.520 0 90 4 Window 46.7 2 Vinyl Slider 0.520 0 90 5 Door 40.0 2 Wood Hinged 0.550 0 90 6 Window 14.0 2 Vinyl Fixed 0.510 0 90 7 Window 46.7 2 Vinyl Slider 0.520 0 90 8 Window 24.0 2 Vinyl Slider 0.520 0 90 9 Window 6.0 2 Vinyl Slider 0.520 0 90 10 Window 11.7 2 Vinyl Slider 0.520 90 90 11 Window 11.7 2 Vinyl Slider 0.520 90 90 12 Window 12.0 2 Vinyl Slider 0.520 90 90 13 Window 15.0 2 Vinyl Slider 0.520 90 90 14 Door 17.0 2 Glz<50a Hinged 0.550 180 90 15 Window 10.0 2 Vinyl Slider 0.520 135 90 16 Window 25.0 2 Vinyl Fixed 0.510 180 90 17 Window 10.0 2 Vinyl Slider 0.520 225 90 Interior Shading/ Description 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0.78 Drapes.Std 0.88 0,, 787;nDr-apes .+Std 0.88 `0 '78 b3rdpes : Std 0-88110,.,78g Drapes. S_td 0 : 8'8 a-0 :478° -Drapes .Std 0.88 , 0 . 78, Drapes,Std} COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... zThe Neal House Date........ 08/02/99 MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence FENESTRATION SURFACES ok)t'1_11 ii.( 4A. r # of- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 18 Door 20.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 19 Window 72.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 20 Window 36.0 2 Vinyl Fixed 0.510 180 90 0.88 0.78 Drapes.Std 21 Window 30.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 22 Door 63.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 23 Window 6.7 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 24 Window 6.7 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 25 Window 25.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 26 Window 15.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 27 Window 25.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 28 Window 6.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 29 Window 6.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 30 Skylight 4.0 2 Metal Fixed 0.800 0 0 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 4.0 3 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.5 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 30.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 46.7 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 40.0 6.67 n/a 10.5 3 n/a n/a n/a n/a -n/a n/a n/a n/a 6 Window 14.0 2 n/a 10.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 46.7 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 3 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 11.7 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 11.7 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.0 4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 17.0 6.67 n/a 10.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 20.0 6.67 n/a 7.5 2 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 30.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 63.0 7. n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 6.7.4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 6.7.4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 25.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 15.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 25.0 5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 6.0 3 n/a 4 .5 n/a n/a n/a n/a n/a n/a n/a n/a ok)t'1_11 ii.( 4A. r COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The -Neal House Date........ 08/02/99 MICROPAS4 v4.51 File -991515 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence Mass Type THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 781 2 SlabOnGrade 1874 3 InteriorHorz 55 4 InteriorVert 228 System Type HOUSE Gas ACSplit 4.0 28.0 0.98 R-0.0 4.0 28.0 0.98 R-2.0 1.0 24.0 0.67 '" R-0.0 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS KIT./BATH/ENTRY/UTIL./DIN TYPICAL COUNTERTOPS SHOWER/TUB ENCLOSURES Duct Duct R -value Efficiencv R-4.2 0.830 R-4.2 0.810 Number Tank in Energy Size Tank Type' Heater Type Distribution Type System Factor (gal) 1.Storage Gas Standard 1 .60 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-6 HVAC SIZING Page 1 HVAC Project Title.......... The Neal House Date........ 08/02/99 Project Address........ Lot 26 Augusta Lane ******* Chico *v4.51* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -99151S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2655 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design..... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2655 sf 22255 cf Front Facing 0 deg (N) 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 Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 18770 Glazing Conduction ............... 14769 Glazing Solar .................... n/a Infiltration ..................... 14073 Internal Gain .................... n/a Ducts.... 4761 Sensible Load .................... 52373 Latent Load ...................... n/a 5764 8243 10738 4624 2100 3147 34616 6923 Minimum Total Load 52373 41539 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ,_-yJ +I _ C00� Y GREGORY...... A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural C-al."culati-ons For: AR O'% . � No. C 21283 N REN. OF �I� LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P- Ce Cq qs I Walls P = .52 * 1.3 * 14.5 * 1.0 = .0117 ksf < 1.5 ft. P = .67 * 1A * 14.5 *--1 .0 = '.0126 ksf @ -20• ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1 .0 - ..0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 *.1.0 * 14.5 * 1-0"= .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 "..010 ksf @ 20 ft. P'= .72 * 1.0 * 14.5 * 1.0 = :011,ksf @ 25 ft. P = .76 * 1.0 *'14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0•= .010 ksf <..15 ft. P = .67 * 1.1 *'14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1 . 1 * 14.5 * 1.0 = ..012, ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. .G I . I �, , tr d 3 a tP r. r_ � d s I I .G /M -'A 1 .1 -�7 �JLtfavw� l�S_ Iz- eK 1 -7Z s T_73 2- 11 �., w i 4:5. Ira ; �-6- 65 yte- I 6 I � 0- Cp a ,__ ' _ ' .. :_ _ .. .. .' x.00 •h Sia w o Tj , 2 4— -3J-cl r�°dl -7,3 d lC . P c-✓' .- ...// 510 �-z... � 34 .= (� 6 8` P(,� � s� f�+-r v- � S 8' (2Yod j i. zf cr . k. d CL !� 8. l l¢l 6a G G2 a lem.z -z 190 54 -6 V 1(�rll 0., �OO 0� V 4/ C' 7-7/4 6? -7 0 0� PGE Vale— SrnEET G7. AL/GU5T�4- •`� LAIv� m , I. `� SEwEe SrvB .I� r f J t� t SEnrtc T,vK _,.w... . - � • Loi Z � �45AA,9- ZMIDWC, 5Y1dD, AVN #b117 -670 -019, PO,eT. OwNErz : XiCAA;W ttD/ati,4 A1EA1 1 170.96' /0 .,Pq ! 4tE DRAIAIAGE Environmental Health JUN 2 51999 rNco, California SCALE / of _ -30 ' 4111asH Isinommolivn3 simoisizo t00!, ) LAND DEVELOPMENT. OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS NEAL NAME PRINT LAST NAME FIRST Building Permit No. 99-1437 A.P. 047-670-019PT NUMBER ADDRESS/LOCATION: AUGUST LANE, CHICO (LOT #26) COUNTY ZONING DESIGNATION: / FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIG TO APPROVAL: DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT 2 (40 BOOK -7 PAGE COMPLIANCE WITH OLD S BDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. S� 14-7 Nt 3I 34 F -:b .rZ- &N0 c n��s 11. Pay T.D.D. (fhermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. N g1111f318 io AlNno� N 66610 £ N n r a3n133311 LD 6/98 FORMS\BLDG PERMIT CLEARANCE BUILDING PERMIT SITE PLAN CHECKLIST APN: Building Permit No.:ry_ Pro posed Use: SFD O MH . , ... .: ..::. p O Res. Accessory O AS. Bldg. O Commercial O k.WkLeW Q Other. Zone District: General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use P 7.. Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: ` Yes:, Book/Page I G� Map Conditions? No: Yes: . See reverse side Use Permit: ` 'Variance: s Dev. Agreement:_ Applicable Setback Zoning Code Streets & Hwy. Fire Prevention: ttbdivision.iap - Front 20 L Side _ Side, street Rear Height `� 9 Parcel in Land Conservation Agreement? No: %C Yes: , Check Use Parcel in North Chico Specific Plan? No: Yes�<, Check NCSP Zoning Parcel in Floodplain? NoQ7 Yes: , Zone: Panel No.:�- Parcel in Ente tisq Z e? NoQ� Yes: , Check Use - Gvk4ea.-sk e,��F0-e�iun 2Urt e fJv;�� yps CommerciaUlndustrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: �C T2, L� I L�tb Rcviewed By:— `� I Date: 4-7 — ) 4� – C�)9 •i 1 ' M • • 1 M • Ma / RR PAID To THE aMLprArrpnqSI0Ar UNLESS OTHER WISR MOTED, —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees. where possible. A mature tree shall be defined as a tree whh a trunk measuring 4 inches in diameter. 4 fes from ground level. Manure trees removed shall be replaced by planting replacement no of equal number and not less than _ gallon size, _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which aro to be retained as part of the project. shall be fully protected through the use of root protection zones (RPZ). During constrtrctloo, RPZs shall be established using protective fencing enclosing an area with a radius 13 times the distance bout the mint too the dripline. Within this protective buffer, no grading, trenching, tall, or vegetation alteration of any kind shall be allowed.* The RPZs shall be maintained atter the compledon of construction in order to continue to protect the oak trees, but the facing doll be removed. _3. Fencing for area other than residential area shall be limited to a maximum of 5 wire strands. The lova s6W shall be at least 16' above the ground and the upper strand small be no higher than 48" above the ground. 4. Pay the required CSA 87 Traffic and Drainage Mitigation fix of _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following eatidlemeaa must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Aritajr Caips 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. . —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression.sprinkla systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes. NFPA Standard 13D, unless a pressurized community water system. with hydrants that meet Fere Department specifications, serves the parcel. T —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish tit Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Otoville Area Traffic Mitigation Fee Agreement. Payment to be mads to this Planning Dft*ion. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. —14. K.IBLDCON ERM 7 1 APPLIED TESTING CONSULTANTS 77=- MATERIALS ENGINEERING TESTING AND INSPECTION June 24, 1999 Diana Neal 193 Picholine Way Chico, CA 95928 Attn: Ms. Diana Neal We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on the underslab soil obtained from the building pad of Lot #26 . at Pheasant Landing Subdivision in Chico, CA. The soils used in constructing the pads are very uniform in soil type. 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 = 13. 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 EI 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. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530)-891-6625 • Facsimile: (530) 891-4243 Client: Diana Neal Project: Pheasant Landing, Phase 2, Lot # 26 Contact: Diana Neal Soil description: Brown Sandy Silt w/ Small Gravel Sample location: Lot # 26 Sample taken by: ATC Depth of sample: NA Moisture determination Gross wet wt: 492.9 Gross dry wt: 445.5 Pan wt: 93.6 Net dry wt: 351.9 Moisture Loss: 47.4 Moisture content: Density determination Wt of soil & ring: 571.9 Tare of ring: 200.1 Net compacted soil wt: 371.8 Dry Density, pcf: 99.4 Saturation determination Volume of solids: 0.589 Volume of water: 0.214 Volume of air: 0.197 Degree of saturation: 52.2% Gross final wet wt: 492.5 Gross final dry wt: 409.5 1 Final moisture loss: 83 Final net dry wt: 315.9 Final moisture content: 26.3% This test was performed per Reviewed by: D-4829-88 Star 1 1 1 1 1 6/24/99 1 1' 2 Fina Date: 23 -Jun -99 Tech: B. Carter Time I Reading Expansion Index: 13 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 phi � •,..�.� �v ARC ax4. , No. C 2 33 REN. of C IG 5 _ _ �► s r / VY C(J� P S� ' AR91; (No.. 21283 P s of C A DV P, tztP'I n c BUTTE COUNTY `3UIL®ING ®EPARTMEN i 60 APPROVED 163 Tiuoaeo Zz-99 � LONGFELLOW LUMBER COj,%01rNC.'4� ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: 2 t C��- Address: AP#: Job No: Alpine Engineered Products, hzc. / 1 Christian W. Chappell o, 4 8351 Rovana Circle Sacramento, CA 95828-252 j' (916) 387-0116 I*I jk - couiv, ING nom^ APPROVED• ,. Timber Products Inspection, Inc P.O. Box 20455 Portland, OR 97220 (503) 254-0204 q q _�c,43 7 IW n► A 35 LEDGER (NAIL 'FF 13(K ) 10 VERIICAL V/2 -10d NAILS) GAOL (K) SPACING FOR H3 = 56.0' O.C. REFER. TO SI)PSON CATALOG C-9411-1 FOR PRODUCT AIIACIOIENT SPECIFICAIICY1 (ATTACH A35 UI FI OIRECIIW (PI: (SI > (H) 2X4 F.L. OR N.F. 12 CR / BTR SIR ONGBACK BRACE \SII`•\ \ (PI I PEAK PLATE TO MAIDI COM1011 TRUSSES. (SI I SPLICE FI.AIE ID MAIN CUVIY1 IPUSSES (HI ) HEEL PLATE 10 MATCH 1019-01 IRUSSES. ( 0) OPTION 10 WEB PLATING: USE (3)-2' WIRE STAPLES 40.072 DIA./15 GA.) IOENAILEO 111RU CFDRD INTO WEB 6 IIIRU WEB INTO [IUD Ell ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), (SI ) L (HI ) MUST BE PLATED. (G) GABLE END DESICII BASED 011 75HP4 WIND LOAO. EXPOSURE 'B' AT 0-25 FT. MEAN FEINT. RULT TIATERIAL ��_ 7 DUILUl1KER7/45 GAELE END 2X LEDGER 1 II\C11Il1011 /II 1 IRUSSES STRONGBACK (M) BRACED AT 55' O.C. (C) 1x4 CONIIHI 1t1S LATERAL BRACING FUR BRACE l S1RUNGBACK 1 72'. ATTACH AT MI Y/2 -8d [COMMON NAI 24 \ \ lN11 NOTE: CIDP.DS TO BE 2x4 FIR-LARCII 12 MIN. NOTE: ]HIS DETAIL MAY BE USED FUR IRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGIH MAX, t I W/ SIRIVIGBACK BRACE (S) SIANDARO 2X4• 8-1-0 3x4• 1 13-6-0 6 - 101.1 CUHILIN 13LOCK NAILS / OLITLOOKEP. CRITERIA 12' NIN 24' MAX 3-IOd HAILS EACH ElD 3.5' MAX. 1YP. NOT[(( Ir 24' D.C. 1.5" MAX. 2X4 F.L. LUNOER GRADES MAX. LEIIGIII WITIGIIT BRACING (11) MAX, t I W/ SIRIVIGBACK BRACE (S) SIANDARO 5 -II -0 II -10-0 ESSI No.C43845 I.fP. 63091 F6h Oc�\� y(.I .o /tZ" 1- Cn AT ^ TC LL TC OL EIC OL BC LL TOT . L0. .30.0 15.0 5.0 50.0' PSF PSF PSF PSF PSF REF OATE 10/31/94 - ORH CD112 -ENG PBC: 11 7-9-0 15-6-0 11 6 13EIIEP. 7-9-0 15-6-0 bUALt 1' U . eODU C=3 C=3 I= 0 C=3 C=3 C=3 p IA= O p o L= o O p [� C� o p p p ALP INE c TRUSS C� p p C= o p o o p C� p p 0 wKIMPORTANDIIIA D16 EMCw"EO Pgwuc"• 110- SHALL Nal K RESPOnIBLE 0`01 AM DEVIATION FRON THIS DESIGN OR IIESE SPECIFICATIONS. On ANT IAILUK 10 BUILD 1115 TRUSS IN COIf010Ulit ■1114 OSIeB 91 IPI, AL►Na CONNECTORS APE woe of SODA w1V. STEEL HICIIHO ASIN A446 CA B EXCEPT A5 IVIED. APPLY COIIECTORS 10 EACH FACE Of T'an5 Aro IAaEss OI.ERNIS■ LOCATED ON THIS DESIGN. POSITION COIO6lCIDIn PER 011AN116S Tb. 139 B UBA-F. DESIGN STANDARDS COH14AN N/APMICAOLE PROVISIONS Of 105 6 IPI. AN E1011EE11'S SEAL ON THIS 0 ANIIIO APPLIES 10 fit COWOIIENI OEPICIfO IEPE lEn MAY. 1H�pIPI,�INISSLTh�lEIRIOT11E.1 BE�011A1SIN •NI0711NAl1alAlOESICIOIE51,fCII(CAIlaITlORNODICfwS1A1C11aH�, WARNINL7RT'ESES A"OulIE E""f'E CARE IN HAI0LN10. ERECTION AND ERACIHa. SEE HI0-91 Of IPI. SEE 1145 DESK fOR ADOITIOTAL SPECIAL PEPN►HENI SRACIIAO OUSAINEuls, uLcss onERNlse uOICATED. WORD SHALL DE LATERALLY BRACED YI1N P Lf AITACIEO RTN000 SIEA1HIto. 001104 Cl v N11H PROPERLY At1AC.EO 611610 CEIUHO '- E 1LPIIE IECI.IICAL IA'OAIE If/I/011 FOR DR/MALL APR (CATION. It"11511 A COPY OF Oil ss cliccolum Lrr�r ESSI No.C43845 I.fP. 63091 F6h Oc�\� y(.I .o /tZ" 1- Cn AT ^ TC LL TC OL EIC OL BC LL TOT . L0. .30.0 15.0 5.0 50.0' PSF PSF PSF PSF PSF REF OATE 10/31/94 - ORH CD112 -ENG PBC: DDR. 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ATTACII 111111 16d NAILS O 6" G.C. BRACING IMERTAI_ TO RE SUPPLIER BY ERECTION C0141TTACTGII. M 'L' BRACE. SAME GRADE AS LIED MENDED. ATTACII 111111 Will RAILS 0 AI' 0, C VIIAC 1140 NATERI AL TO RE SUPPLIER BY ERECTION CO11111ACT011. SCAU ROAM SANE SIZE, GRADE Al -10 LEIIGTII AS HER MIMED. ATTACII NITII ]lid IJAILS ®11` o.c. BRACING IIATL'RIA1. Tl) UG SUPPLIER BY EIIECTIOII CONTBACTOII. 1= 1Mc o 0 0 �=3 C= oA o� Ao 0 1= tz3 A Q AYL�IP T I II A A Muss Ml 1m 1= o i= fa SEE OflIGIIIAL OEOIGII 1`011 PROPEII QEIVIS10117 !fill CRIJ Inc an 11IPlA11TAIIT1111;11►11cP1:Plllls ?",1 11C. 1o1L n01 /4llt►mRlgl lul qv 011111101 flr)l 1147 Oq IPI M 11[It 1.11911191111111. dl Ir' m."It Bull* 114 Pl3s; 111 WI,0111u[l 141111 oclll N Itt. /still IYA1c11ns 111 IU09 of 7101 sRl, tlllL .1191110 11,11 1/111A I fA[111 A7 lode. Itll l 901,(cllnt 11 1911 Icol cf 111-1/ $14 01I11 DIIIMIIf 101►191 ul [Ills 1-111GL lolllfill 0011/61041 119 PIIAll1n ML 1" t 19.94-/. 011lul 11J1u1Ms1 i0119M 0111I11eW l "0111010 of 107 i lel. 11110111910.6 Kit PI 1.11 1 10,14 Irl91tl to IAL WIru VII pe1t110..in 111 pai. 110 111.11 I'll 11 Ill Ila Olwl 111 Alli MICR 111. :-111 . P1n1 01971 na = 1111 uliio.u9 017 iIA111') ING��^ wuI G'11111 nun `1111 1111c1'N. Kt Ille•tl V1 IPI. fll 11111 llI", lap 0331111114lrlclll ellpi 11 111Ac116 Pl 011111/191117. 011111 OIItINIII 11014110. lot 0410 11011 19 411W111 711[90 011111I11Y1 11 11119140 /LWK(i P111/1114, 1101111111W1 rlbl-01111.1 Alew-ra P1610 "111111 -- /il 4fllt IJUIII Jl 91041/ 1i/1,111 101 f1G11 4111,11 11ILIW11ul, /11111Y11 aw of 11111 14:1101 II Olt IOM 101c11d1901110,p011. n iil[iilliilo�i 1m +,mac a�itll�ata�i_ 1111. �4g11u1s TC LL 30.0 PSF TC DL 15.0 PGF ()C Dl. 6.0 PGF OC LI_ _OI0PGF TRT.I.D. 50.0MST` _ DNR. FAC. I.15 51_'tl llla_?9.. 0 _RCA1 r• - D UZ51 jI1;F II�9a-=X2293_ (IAIE_Qf_t/i!R�113_ CSI ll _f1li: rid„l,i inllcf an Arlur.n. nrvlun nci111 TIIIS OWG PREPARED FROM COHPUTER INPUT (LOADS b DIHENSIONS) SUBHITIED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTEt BRACING DESIGNED TO STABILIZE 1RUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. n (D) 2X4 H.F. /3 OR BETTER DIAGONAL BRACE. APPLY 1N PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SiiOWN. BRACE HAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. LING VERTICAL WEB SECTION S -S TRUSS (T) - IRUSSES (P) SHEATHING APPLIED TO TOP CHORD. (M) IF TRUSS HEIGHT AT SU. -PORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM ClrR� OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE PLT 9 = APPROX. TYP. Wave 45' OF BOTTOM CHORD. TPI -95 Design Criteria: TPI-95(STD 18.20 A - 1 CA/-/I/-/-/R/- - R - 0 0 0 O T T OZ�TR�US�S 0 O O 0 - •;::Cic�•NIFINOSSIS 10 N18tf11NE MAINE CARE 10 INANDl1NG MIMING BAND BRACING).PUBLISHEDBYAG. IPIIA(INUSSNG AND PLATE uSi Iff 6a o otono OR.. SUITE 600• MADISON, YI 67719). FOA SAFIIY PAACIICIS PRIOR 10 /QFOt MING iN[S( fUIC110t S. UNLESS OINERY ISE INDICATED. 101 1.0.0 SHALL NAY[ PROPERLY AI/ACN[D SIAUCIURAI PAN[l S. NOIIOM CROAD SHAH HAVE A PROPERLY ATTACHED RIGID CIEIING. "IMPORIANI•• fUN11SN A COPY OF IRIS DESIGN 10 [HE IRSIAILAIJON CONTRACTOR. ALPINE ENGINEERED MODUCIf. INC, Exalt IOf B[ A[S/ONfIB11 FOR ANY MIAMI FROM IRIS DESIGN: ANY FAILURE 10 IUIIO IN[ IN US SIf IN CO THIS DICE YIIH 611: OA fABRICAIING, NANDIING, SHIPPING. INStAIIATIOR OR BRACING OF IAOSSIf. THISOtSIGN CONFORMS MIT AOPIICAXI[ PROVISIONS OF 101 IIAEIONAI OE SIGN f►[CLF ICAIION /U6l If XED NT INt AM[A IC AN FORE SI ARo 0A►tA Of AS AND f►1. At IN[ CONt(CIOAS Att ,ADOF JOG& ASTM A617 GRSI GALI, S1[[l. [ICI11 Af MOTTO. APP CONNoilsEC10R1 10 OAAIIt6SLAC F E1)O.OF TIfO ARON160NA[FS OAN[(NOIN[ttCSRWISE TS[ALED 10.NiNIfIS E01AYISIGN -NGOAP/IItSSITION CONLYCTo IN[DESIGN of THE ".SS otrIcl xIN[ AND II I NOT Bt RELIED UPON 11 ART 011[4 NAY. ��ESSIO .�� y f-011 .kUA * C1V�� Q'�\! Qf C�\\EO TC LL TC DL B C D L L L T 0 T . L 0 . DUR.FAC. SPACING L SEE ABOVE REF R427 DATE 1/12/94 0 RW 3.048,634 CA -ENG CWC / cului nAFTER 'SLOPE < 4:12 !:AFTER SLOPE > 4: 12 BUT ?_Z 12 CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 10 15 10 15 10 15 10 19 5 DURATION FACTOR 25% 25% 15% 15% 25% 25X 15X 15% 1.00 SIZE 'GRADE -41AX IML94 CLEAR S11A14-- 2X4 11 FL 9-2-0 8-7-0 7-11-0 7-5-0 8-11-0 0-4-0__ 7_10_0 _ 7_5_.0•_-.. ____ _ 8-9_4- -- --••---• --_.._.....------• ---•---•--- ----•- 2X4 SS FL _ 9-6-0_ 0-11-0 _ 0-5-0 0-0_-0_ 9-3-0 0-7-0 _ _0-2-07-l_Q=(2.... .9_0_0 2X6 11 FL 13-4-0 12-6-0 10-9-0 10-2-0 — — _ 12-3-0 11-6-0 10-9-0 10-3_-0_ _ 13-11-0 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0 PLT. - A P N STANOAnD JACK DETAIL n Rev 17,On 0 0 0 c � SPACING 24" O.C. in REF 8992--90913 DEFLECTION CRITEIIIA: 0 � 73 1.5X3 (LIVE LOAD) 111 11Ag1111a, lu(CIIpI 1D 1O DATE 02/17/93- nAFTEII SLOPES < 4: 12 - L/240 nAFTE11 SLOPES > 4: 12 < 12:12 - L/100 CEILING JOIST - L/240 0 fIAFTER Il IS THE rTHIS onAWINGGPnIORGTORCUTTING \ �IT --TRUSS FAB111CATO RSTOInEVIEWLITY .(= U V= LUMBEII TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS 6 �1 n AND LOADS, CONFORM TO THE A1ICIIITECTUnAL SPECIFICATIONS p I AND FABRICATOR'S TnUSS LAYOUT, A445 cn I ESCAPE As 1101(4. AIN\r rINUlCI1N17 Io (AGI /ACE Or 011110 slwlE OE lAICIU1,1I 1111Ar1tl Milli I 2X4 CA -ENG JS o ALPINE \. l= ' tnus7 Ale "Lls7 011(111117[ (oCAIE* 011 lilts 9131611 1`07111011 if AEIACICD IY1NI71N1 71CAIIIIIr., 4011011 In t� 1 .riX3 C / MAXIMUM CLEAfI SPAN '--------._..._..._....------•---'__-.�2X4 HEM -Fin STANDARD co141oions ren auNllcs no. 1Q4 t IGOA-I. n(SIGII SIAloAluS C0lr0rN1 ■/ArMICA"Ll rl"ltl$IINIS 41` 1417 E Irl. All Itsltlrl9'S , N111111NN•111r AIIAI:It II 016111 1:111.#111 -• 11.PIIt II.Gu1CAl N•IIAIE 11/111111 rolls rINN C(V��. y RI=IIUIRED IF RAFTER NDT o TRUSS CEILING .JOIST SUf'PuRfED AT END 71 ►1 011 11117 INIAllllb ps•I ILf 14 list EltillNru1 OIPICit9 1111E (NIINAII, AI•Is.IcA111N1, uta-ims A [dlr or fill nAFTER 'SLOPE < 4:12 !:AFTER SLOPE > 4: 12 BUT ?_Z 12 CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 10 15 10 15 10 15 10 19 5 DURATION FACTOR 25% 25% 15% 15% 25% 25X 15X 15% 1.00 SIZE 'GRADE -41AX IML94 CLEAR S11A14-- 2X4 11 FL 9-2-0 8-7-0 7-11-0 7-5-0 8-11-0 0-4-0__ 7_10_0 _ 7_5_.0•_-.. ____ _ 8-9_4- -- --••---• --_.._.....------• ---•---•--- ----•- 2X4 SS FL _ 9-6-0_ 0-11-0 _ 0-5-0 0-0_-0_ 9-3-0 0-7-0 _ _0-2-07-l_Q=(2.... .9_0_0 2X6 11 FL 13-4-0 12-6-0 10-9-0 10-2-0 — — _ 12-3-0 11-6-0 10-9-0 10-3_-0_ _ 13-11-0 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0 PLT. - A P N -/1.1/- Rev 17,On 0 0 0 � � u.rus ulcurntu rIs1M4'17, Ilr., XXIMPORTANT XX IIIUSSES ItOUIIIE ESI11El1E [ WARNING 'y REF 8992--90913 0 0 0 � o o SWtI IIno OE 111S1.011s11NE 11111 AI of 111 11Ag1111a, lu(CIIpI \� '% !" DATE 02/17/93- n(TlAllal ►last lilts u(sIGII of 11tst s1•Iir1rIl musts, I01 Aur MIACIIIG. SEE 11111.91 nr IPl. SEE fill$ n 0 0 0 o rAlturse to 9ullo lit Il►1s$ 111 COIr011NAICl NIM 09111E o1 IN. IWI AIgIIIINIAI SPECIAL r1.I1NAnEu1 411AC DRW CD101 O .(= U V= All-out Coaccions Ane KAnt or 70114 GAIN. 511tL 11(111114 A$IN 91111N;ut111$. 1114.[57 1111rI011SE 11411CA1(1 p4 6 �1 _ JACK DETAIL C= p 1= o A445 cn I ESCAPE As 1101(4. AIN\r rINUlCI1N17 Io (AGI /ACE Or 011110 slwlE OE lAICIU1,1I 1111Ar1tl Milli I CA -ENG JS o ALPINE l= ' tnus7 Ale "Lls7 011(111117[ (oCAIE* 011 lilts 9131611 1`07111011 if AEIACICD IY1NI71N1 71CAIIIIIr., 4011011 In C co141oions ren auNllcs no. 1Q4 t IGOA-I. n(SIGII SIAloAluS C0lr0rN1 ■/ArMICA"Ll rl"ltl$IINIS 41` 1417 E Irl. All Itsltlrl9'S , N111111NN•111r AIIAI:It II 016111 1:111.#111 -• 11.PIIt II.Gu1CAl N•IIAIE 11/111111 rolls rINN C(V��. y o TRUSS 71 ►1 011 11117 INIAllllb ps•I ILf 14 list EltillNru1 OIPICit9 1111E (NIINAII, AI•Is.IcA111N1, uta-ims A [dlr or fill JI t0 l�fTE C�\\` 1=7 r= C= 1-1 C 91 fOJ 11 oM 01111, Ale Sit to. In 4E 11(1__fit uriN1 111 411/ ollrn sill, ••11.1 - EISIst PIAT( IIKIIIIIII• 1111: - 1991 II/111111AI 14'71111 IIEsl611 In IEE 11111!5 EIIIC111S1 C101llIAr11111. !1`(1: 11 Ir.411nu r191 01111111:19r.111ICIIIIII Of •' Job: TRUSS PROFILE (0) TYP. SETBACK] THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS, MFR. n R/ 24" U. t'. FIIRRING * TIZUSS PIZOI LE WITH 40" O.C. FURRING o I' BUILT-IN CRIPPLES (REMAINS IN PLANE --I WITH TRUSS) /N6 HIP WITH FUR FUR I PLY 115 HIP WITH FUR /N4 HIPIP F WITH FUR -PLY N3 FIIP WITH FUR I -PLY SEiOACY.-� 112 HIP WITH FUR [-PLY r , =nil /11 111 IIIP GIRDER. MAY BE MULTIPLE MC:MUER (B) PURLINS SPACED a 24'D.C. TYP. PERMANENT DIAGONAL DP.ACING (CONTINUOUS 2X4) APPLIED TO TOPSIOE OF FLAT TOP (DSEE ) CRIPPLES SPACED 24' O.C. TYP. ClSEE BY ERECILDN CUNT PAC TDP. (0) FURRING a FLAT IC cGRACING ULTnII> SAME SIZE AND SPECIES AS DESIGN NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE 11 HIP I MAY BE I ,JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. 0 0 0 0 1= o O O O O O O I O T= o 0 1= p p O O I= ALPINE 1� 0 O TRUSS o C=l C-=) JACK RAFTER. BUILT-IN CRIPPLES o (REMAINS IN PLANE --I m WITH TRUSS) 1N6 HIP CHIEXTENSION PLY (D) TYP. � NS HIPP WITH FUR I -PLY /94 HIP CIIOP.D EXTENSION �IPLY q3 HIP W[Ili FUR SION I -PLY D) (0) I (B) I (B) I (D) (B)'_ /N 91 HIP HIP CIIURNGIRDER MAY ./ BE MULTIPLEMEMBER (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING v APPLIED TO TOPSIDE OF FLAT TOP(CONTINUOUS 2X4) (0) CRIPPLES SPACED 40' D.C. TYP. CHORD BY ERECTION CIINTRACTOP. (U) FURRING 6 F -LAI TC ISEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. NOIE: SEE_ ORIGINAL DESIGN FUR LUMBER, PLATING AND OTHER. CRITERIA NOT SHOWN HERE. PERMANENT BRACING DETAIL - SECTION A -A START OF TOP CHORDSTART OF THE TDP CHORD EXTENSION FLAT TOP CHORD PURLINS EXTENSION (SLOPING TO FLAT) \ (TYPICAL) \ / (CONTINUOUS (SLOPING TO FLAT) ql HIP, REFER 10 ORIGINAL DRAWING FOR 140RE INFORMATIII • SEIBAC L \ POUF SHEATHING JACK RAFTER, PERMANENT D AGLINALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMAIL'LY 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)I NIIIE: PERMANENT DIAGONAL BRACING NAILED TO UNDERSIDE OF FLAT TOP CHURD PREVENTS LAIEP.AL MOVEMENT OF 101' CHORD. (1F PLYWOOD SHEATHING IS PRESENT ON END'JACKS, AND JACKS ARE PP,IIPLP.LY ATTACHED (SEF. DETAIL) 10 #1 HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT NI HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS STILL REOUIREO.) * *IMPORTANT * W„ALL NOT` BERESPONPMFOR AN DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AIIY FAILURE TO BUILD IRE TRUSS IN CONFORMANCE WITH OSIBB By IPI. ALPINE CONNECTORS ARE NAGE OF 20GA GALY. STEEL MEETING ASTN A446 GR B EXCEPT AS NOTED. APPLY CONIECIORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGIL POSITIOII CONVECTORS PEP DRAWINGS 130. 100 t TBOA-F. DESIGN SIANDAROS CONFORM N/APPLICABLE PROVISIONS OF NUS t IPI. AN ENGItEER•S SEAL ON THIS ORANIIIG APPLIES TO 11E CO14'ONENT DEPICTED HERE IN ONLf. AND SHALL IIOI BE RELIED IPUtH IN ANf OVER NAY. --IPI - TlA1SS M Alf INISIIIUIE. 103 - 1991 NA11011AL UC! WARNING�N�NAIALLIING. CANO TC LL * PSF TC DL * ' PSF EIC DL * PSF BC LL * PSF TOT.LD. * PSF 'PEC"ON DATE 04 BRACING. SEE HIB -91 BY IPI. SEE IHIS DESIGN CA -ENG PB FOR A0017IONAL SPECIAL PEPNANEIII BRACING RE t'7 OUIPENENTS. UNLESS OTHERWISE IIIOICAlEO, lop W CHORD SHALL BE LATERALLY BRACED WITH PROPER OIL L4 ATTACHED PLYWOOD SIEAIIIING. BOTTUM CHORD Willi PROPEPLV ATtAC/EO RIGID CEILING -- SEE ALPINE IECINICAL UPDATE 17/1/911 FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF 11115 DESIGN 10 TIE TRUSS EREC7ION COHIPACIOR. 11 SPECIFT6ATI011 fOR WOUO CONSIRlIC110N `�Slpy W. C �� O -AA dO TC LL * PSF TC DL * ' PSF EIC DL * PSF BC LL * PSF TOT.LD. * PSF REF R427 - DATE 04 DRW C01108 CA -ENG PB OUR . Fac . IM A r T AI/`_ To FPC -e W� cz;�VtvN' T�IQP4- I Pip" VA-r."Te-lz � J\j 0 f2 T cn C.". To Mzz� J,-4- L.AYv1r-01 r 0 F 7bi- CIP H I P ip, i? -.HIP-TO RIDGE* HIP TO HIP MASTER A)t STANDARD' HIP DETAIL -0112 no- CHICO. C'A. (916) 893 rujill To FPC -e W� cz;�VtvN' T�IQP4- I Pip" VA-r."Te-lz � J\j 0 f2 T cn C.". To Mzz� J,-4- L.AYv1r-01 r 0 F 7bi- CIP H I P ip, i? -.HIP-TO RIDGE* HIP TO HIP MASTER A)t STANDARD' HIP DETAIL -0112 no- CHICO. C'A. (916) 893 s else PIGGY BACK CAP CONNECTION DETAIL (1) + CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRULOX NAIL PLATES OR 4"x8" 1/2"CDX PLYWOOD GUSSETS ON.BOTH FACES OF 'TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES 8 REQUIRED JOINT PLATING. " 2X4 N3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED 8 ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. REV - 4/22/93 - PLYWOOD CALLOUT IJ = NUMBER OF NAILS REQUIRED TRULOX 4-6D REQUIRED ON EACH FACE 1/2" CDX 4-6D REQUIRED ON EACII FACE (A) CAP TRUSS 2x4 PU (A) BASE TRUSS -- YI PRE-ENGINEERED CAP TRUSS (A) "-_1 PRE-ENGINEERED BASE TRUSS. (A) CU102 ALTERNATE SHOULDER DETAIL REF: 12064 50 PSF DATE! 1/28/! 15 PSF DWG:' CD102 10 PSF I ENG: FM 1--IPl - TRUSS RATE INSTITUTE. HDS - 1991 NA'IONAL DESIGN SPECIFICATION FOR WOOD CONSIRUCTION ,�rF !. t•�\EO SPACING 2=0. OC PITCH: VARIES TYPE: DETAIL 1 9/16" PLATE TYPE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR © A �7 )IN IMPORTANT x *ALPINE ENGINEERED PRODUCTS- 'Ns. SHHALL 1107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN 0R THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. ALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING A91M A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COHNECIORS PER DRAWINGS 130. ISO 9 1SOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IN ONLY AHO SHALL NOT BE RELIED UPON IN ANY 011ER MAY WARN I NGTR,SSES REQUIRE EXTREME CARE IN HANDLING. ERECTION A oEESS'� BRACING. SEE NIB -91 BY TPI. SEE THIS BE �,y FOR ADDITIONAL SPECIAL PERMANENT BRAC ��TT OUIREIENT9. UNLESS OTHERWISE INOICAI CHORD SKULL BE LATERALLY BRACED WITH j0 LY ATTACHED PLYWOOD SHEATHING. GOTT WITH PROPERLY ATTACHED RIGIO CEILING ALPINE TECHNICAL UPDATE (7/1/91) FOR DRYWALL APPLICATION. FURNISH A COPY 0 LIEN Y� �1 �` DESIGN 10 TIE TRUSS ERECTION CONTRACT D ESIGI TC LL: TC DL: SC DL: TOT. L DUR. F CU102 ALTERNATE SHOULDER DETAIL REF: 12064 50 PSF DATE! 1/28/! 15 PSF DWG:' CD102 10 PSF I ENG: FM 1--IPl - TRUSS RATE INSTITUTE. HDS - 1991 NA'IONAL DESIGN SPECIFICATION FOR WOOD CONSIRUCTION ,�rF !. t•�\EO SPACING 2=0. OC PITCH: VARIES TYPE: DETAIL 1 9/16" JUD. LI- I LHM 1.111' UL• I AIL CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE T11USS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABAICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (B) -2X6 block. Refer to table for minimum length. (W) King post web. Minimum size - 2X6. Refer to terminal hip drawing for lumber, plates and other data not shown here. ** Note: Nail values are given for "normal" values and are not adjusted for the various durations as allowed by the code. The quantity of nails may be adjusted as allowed by the code. . c;DJ05A CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS TABLE 6.18. AA A v T u I1 1.T o r A n T T n N LUMBER SPECIES 0 T'l Nails required Length of block QQ, �p tri C 60001 9001/ 120011 17000 r,.L. 8/16" 12/20t1 16/2411 24 / 36" -H.F, 11/20" 16/2411 22/30" 32 / 4211 SP 3? 11/20" 16/24" 22/30" 32 / 42" Setback Setback ,t Soan _— SEON-- 11793 FURNISH A COPY OF THIS DESIGN TO ERECTION CDNTERffTBW 0 ALPINE E110111EERE0 PROUXIS. IIIC.Ti1155E9 fillEAI"ENE CANE 0 1= o 0 1= 1()(IMPORTANTXX SMALL Io, DE RESPONSIBLE ran ANY WARNING IN IIAI4JLtN0. ErIEct1GN Arm QQ, �p tri C OEVIAIIDN F"ON vmt SPECIFICAIION9 O9 All, DEVIATION F"ON 8IIACHIG.9EE 'ONi-IB'. 18/7AC1NG NOLO 71"1 E p CI C C TNI9 oil on ANT FAILUNE 11) BU1L0 TIIE Till IM COIFWIINILE CONNENTAIIV AHO 0EC011E1M1ATi019-+IPtI . 'OUAl11T OSI119• BT 1P1. ALPINE co"mcrons INI9 I1E91a1 ran AOnITIONAL SPECIAL PE h a 5 O p O O WAIT IIE SIA110APID NEAT trill TEOUInt3oltS. LTllEs9 01111111/1 µ0• G C C G O AOE NANOFACIUREO I'll 20 DAUGE CALVAOIIEO 91EEL IDLESS BE LATERALLY 811A ALPIN C7 O11EnNISE SIIONN. NEETINO IIEOUINENENIS of ASIR A449 CPAOE A. SIgA11, lop at" sItALL AND AS WITH Poll ATTACIED PLYWOOD SIMSATN111 _� APKT CONNECIonS 10 BOT" FACES AT EACH -1111 LOCATE_ al DIACTI I:= SIpNN. BEARING NIDIN9 AIIE 4' IMINIIIAL UNLESS O11EFIl SIDMI. Ill Cl— N1111 T1101D CEILING O A9 IEU tll 01191x1, u1101 USE 11119 CI• o TRUSS OESIGN B-10ArID9 Col orw MIM APPLICAOLE M10V191a19 ar sI EL'IF trctl. DE9ta1 lrlm rI11E FETArill Tr>FAIEO LU"OEn. l�Tf O .los AND .Trl O O O O O ■--IPI - JAU39 PLATE INSIIIUIE. 1109 - IIA71aUl 0E9ICI1 91'ECIFICA1I01 Fon WDOU COHItM)CTION or REV 15.3.3 SCALE = 0.2500 DESIGN -CRIT: UBC REF 58425 -LF TC LL i4 .0 PSFDATE 01/11/90 TC DL .0 PSF DRWG CD105A 8C DL _0 PSF CA -ENG CWC/0441-V TOT.LD: .0 PSF 0/A LEN. 14 DUR.FAC. 1t PITCH 8.0/92 SPACING it TYPE. DETAIL (SHSTER-WALK IN STEVE SCHUSTERIHULL - 71 H TOP CHORD 2x4 DF -L #1 :72 20 DF -L ;166et.: 807 CHORD 20 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. rn N CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL. PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP AND #3 .,..I, CALIFORNIA HIP RESPECTIVELY. 1N LIEU -OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED i 0 24.00' c.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' o.c.. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Q N2. SX44- CD ti m n r n THIS OUG PREPARED FROM COMPUTER INPUT (LOADS & OINENSIONS) SUBMITTED 8V TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 ARD ER -5352. #1 HIP DESIGNED TO SUPPORT 03 -DO -00 JACKS W17H NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.25 FT. TO FLAT 70P CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.000oc. ATTACH WITH 2-16d NAILS 8 20 OIAGONAL BRACE PER HIO -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 04-07-02 FT. oc. WX6 -%� I2 -o -0--j )= I 3-0-7 I 6-9-S i_ 2-8-4 _I 12-6-0 Over 2 Supports - j R-742 W -S.5' R-605 U-5.5' 83=603# R3=467# PLT TVP. 4teve TPI -95 R Design Criteria: TPI STD ` 6BMNIRrV TROSSO REWIRE MUM CARE 1¢ FABRICATION. RANpl1IG. 3619P111G, UISTLLtIRG AND DUMEICR. REFER To IOD -91 (NANDIIMB INSTALLIND AND SUCIDD). PUBLIMA BY TPI CT¢U0 Clan 1BSTIME. 6BT D;DIor¢ED Cm.. SettE leo, MAD1309. NI 51119). FOU 3AIEfY PRACTICES PRIOR TO . PERrOUvit. lot rDRCTlo.. ORS -S OTRHRIt3E USKATED. TIP CHORD SHALL RATE FROFt91LT ATUCHEI Apr 20 S STAUCTONAL FAIRIES. 9017091 CHORD SNALL HAVE A PROPERLY ATTAL9RD l/0ID CEILING. Nin. C;06600i •'IMPORTANT-* MGM A Co9Y OF Tins DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSINEENED am. 54(m � FROOUCT6. Inc. DULL NOT BE AESPORSIRE FOR AIT GETIAT[I6 FROM THIS DESIGI: AM FAILURE 79 BIOLD THE mosses In CORFOP %NC/ IITH TPI: OR FiSAICATIRO, 0 AADL04. SNIIPM. IUSTUMNG ARO IM9110 OF Twists SPECS CATIA HaLtsM by TEE ABAnni FDREST ABO PAID ASSOCIATION) SAND 1011. AOf 113 LPEIM DESIGN COMMONS ARE SIDE OF I= ASTR A653 ORAD GALT. $MEL. EEUT AS NOTE#. APPLY COHNECTOR9 TO EAEN FACE IF )ROSS. AND UNLESS #TRIORIK LOCATED 01 TRIS DESIGN. POSITION (OHRE:CTOOS RED, DHATIKS; 160 A-1. THE SEAL A THIS CRANIUO INDICATES ACC[PTABK Of PRIFE$SEONA4 ENSINETI[ND ,.�,..,. USMUSI#[LITY SOLELY FCR THE TRUSS CONPOKIT OESI" SNIDNI. THE 301TAS1UTT AND USE or TN]5 AlpineI 16" d h- (OHNERT FOR ANY PARTYQ1lAR e0IL01NG is DIE RESPOR[BILITY of TME BOIIo"m DESIGNER. PER AIISIITPI 1.1193 SWIM 1. BUTTE svt1.vi50 �VEp h C rR�Mt. CAL -111 -1 -1 -IF Scale -.3750/F TC LL 16.0 PSF REF 8427--63307 TC DL 12.0 PSF DATE 04/20/98 BC DL 10.0 PSF DRW cA0SR427 98110039 PC LL 0.0 PSF CA -ENG SAM/GWH TOT.LO. 38.0 PSF SEAN - 33287 DUR.FAC. 1.25 FROM 14C SPACING SEE ABOVE r4:ucTrDVAJAI K IN STEVE SCRUSTERfHULL - T1A TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L 0 WEBS 20 DF -L Standard M PLATES DESIGNED FOR GREEN LUMBER PER NDS* -91 TABLE 7.3.3. M a •USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0°oc. EXTEND :SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.25 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD KITH 2x4 HEH-FIR #3 OR BETTER 0: 24.00'0c. ATTACH WITH 2-16d NAILS E 20 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR DETAIL CD110. HSUPPORTUHHIPRRAFTERTWITH CRIPPLES.* EVERYCA-HIPS 04-07-02 FT. 0c. AV UIS 006 PREPARED fRom cONPUTER INPUT (LOADS 5 DINERSIOSS) SYBHITTED UT Tltuaa nrn. CONNECTOR PLATES MUST BE INSTALLED IN -ACCORDANCE U17H THE REQUIREMENTS OF I.C.B.O. RESEAR0 REPORT #2949 AND ER -S352. . NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS H07 THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' O.C. IN ADDITION, A RIGID CEILING OR 20 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED -0 72.00° C.C. MUST BE PROPERLY ATTACKED TO TUE BOTTOM CHORD. Iia L —2 -0-0--j 1 5-0-1 4-9-5 I_ 2-8-4_ _I I J 12-6-0 Over 2 Supports I R-610 W-5.6' 8-461 N-1.5° +9-0-0 rAA_111-1_/_1F ®\4� Scale -.375"/Ft. LT TVP. Wave TP1-95 R Des1 Tl GrlTerTa: IrA- �■1uRR1Nw• Twssss a[al1E ET KW CMI u! rADRICATEON, U&SOLTRG. SHIPPING. [R3TALLIND ARD BT 1yl (TRUSS MUTE TC LL 16.0 PSF REF 8427--6 3319 DAZE 04/20198 00AC1R6. RTPER 10 1119-91 TRAROLOG 34S LLLIM ARD OUC1R61. PUDLISHED 200. 9AOlSOR. Yl EST111. rml swu ►RAETLQS PRIOR TO Ape 20 '9 TC DL 12.0 PSF 111sT110T[,*Mjlg SDS O'0R0FN71 YR., fOt:I OTNTR1115E INDIUTED. TOP CHORD SHALL NATE PPOPMV ATUCRER PI ITUTF, TRESS-81m01S... sum 4164111 SWILL HAVE A PROMLT ATTACHER RIGID CIILIN6. N0. OO6B BC DL 10.0 PSF DRW cAUZ427 98110/48 3"QCTIRAL PARAS, 907TOR �[NPOBTANT•� fIR1ItSR A COPY 0TB[S UESICB TO THE IfITAUATLOR CMIRACTIR. ALP191 U01HEIRED f TkS. W. SLIALL NOT tE tESPORSIsU FOR ANY DITIATEOR "M TNIS WIS.— ALIT PAILDHE TD IR6 An �'aaa19>a9 0.0 PSF CA -ENG SAM/E;)ilI PR09 INNOM BU1LR THE BUSSES IN 461FRAW6fY NITH TPI: OR ►IJR1CITlRG, IiMiDLING. SRIPPlIe. lNITALL mu oTGUSTTA" AW n[. UPIR o�lDx * * LL POT.LD*. O&k SUL ►APER AM1enoN) S►EunCRENN lI UiSUP TIES poalo S ARE MAOI IF 906A ASIN A663 6640 ULT. STEEL. EXCEPT AS is ED. APPLT CONAMOtS EACH fAu OF TIOss. An UNLESS 07NEWITE LOCAuD OR 7113 OE510R. ►OsIT[ON 000RECTOIS PER DRA9lOGf ISO A•1. THE ![AL OI TN11 DRAPING INDICATES ACCIPTAICE O► PAOfE SIIOLt EII6UEIR1 eoaDdProdllclT.IT�. RESPOWIRILITY SALELTYOR THE IROSS CONPNERT DESIGN SHOIdI. TIE SUITABILITY AW USE OF THIS SIO Y,_ „� e�°'HI COIIPOIffRT rOR ART PARTICU►AR UILOIND 11 TRE 9ES MISILITT OP TIE OU110110 DEMUR- PIR 38. 0 PSF SEAN 33301 DDR. FAC . 1.25 FROM NC SPACING 24.0" (SHSTER-WALK IN STEVE SCHUSTE 709 CHORD 2x4 DF -L *1 80T CHORD 20 DF -L $1 WEBS 2x4 DF -L Standard HULL - T2 COMM) TIIIS Otic PREPARED FROM COMPUTER INPUT (LOADS i DIHEIISIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED iN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECXEO FOR 10 PSF A091TIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). Co PLATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. M IN LIEU OF RIGID SHEATBING: TOP CHORD 70 BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" D.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTIMUOUS LATERAL BRACING SPACED 0 72.00° O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4x4 - 1--2-0 -0-->j )al i 6-3-0 I 6-3-0 _I 12-6-0 Over 2 Supports I R-601 N-5.5"• R-461 W -3 - PLT TYP. Wave TPI -95 R Dgn Criteria: TPI(ST NR[NG" TNUSSEt MikeE ETTRENE CARE 0 FABRICATION NAIOURG. SR)PPDM. ELKTAL\NIS ARO RRAcpa. REr[a To Iwo- p1AIDLING INSTMLtNG END NRAC)")- P981.190 9r TPI (TRUSS PATE 61 IT 651 O'INOIlN19 CR.. SUITE ROD. NAOISM. WI 6]119). FON fAFETY PRAtT[CES PRIGS TO Smocrmiss PANELS. 99011011 CMD SRM E A INDICATED. ARACKETOP DS216111.1. RIOID ILII a PROPERLY ATTACNCD •IMPORTANT- FURNISR A COPT OF TRIS 4H.s[GN W THE IRSTAIIATIOM CONTRACTOR. ALP WE EMMER90 PRODUCTS. ITL. SHALL Nor K REsponint rOR An DEvimom FROM THIS Smm,, ANY IARM is KIIL9 TRE Tarsus IN COWMANCE VITN TPI: ON FAIRICATENB. HANDLIN5, SNIPPING. INSTALLING AND OWN of anus, TN[s DESIGN coRrom NIIII APPLiCARLE PAGrtSIOU 9r RDs TN.mmn DESIGN IMptC4T1oR MKISND IN DR ANENICAH FOtESJ AND PAPER ASSOCIAT[ON) All TV]. ALPtK CONIICrORs ARE NADI Of =A ASIN ASST GR40 OAAY. STM. EItEPT AS NOTED. APFLT CONNECTORS TF [ACM FAR[ of TRUSS. AND WILTSS OTGERMISE LOCATD Us TtlS D[SIRU. POSITION CONEICTORS PER ORA US 140 A•I. THE SEAL OR THIS ORANIN9 INDICATES ACCEPTANCE Of IRUESSIONAL ER9INELREIG t Products. EGG 001'.91LITT SOLELY POA THE TRGSS COMPONENT DESIGN SHONN. THE SVITAIILETV ARD USE OF THIS AIpINO &NBA COMPONENT FCA ANY PARTICULAR BUILDING it THE RESPOISI97L IT Or TAE WILDING Dt$tGK.A. PER , Smcmmx CA91s29 ANSI/TPI 1.1995 SECTION t. +9-0-0 BU mp Cu ", 3UtLDING�� P 90\1 E� 6A/ -11, TC LL TC DL 8C DL BC LL TOT.LD. DUR.FAC. SPACING -1-/r 16.0 PSF 12.0 PSF 10.0 PSF D.0 PSF 38.0 PSF 1.25 24.0° Scale -.375-/Ft. REF R427--63308 DATE 04/20/98 ORW CAUS1427 98110040 CA -ENG SAM/GWH SEQN - 33295 FROM NC vlNi N a—N Ln E[HSTFR-VAlA IN STEM TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L 01 WEBS 2x4 DT -L Standard IIT11E 1 - T3 MONO GIRD) THIS DAG PREPARED FR(W COMFOTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. SPECIAL LOADS --(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 56 PLF at 0.00 to 56 PLF at 12.54 BC - From 251 PLF at 0.00 to 251 PLF at 5.67 BC - From 20 PLF at 5.67 to 20 PLF at 12.66 SHIM ALL SUPPORTS SOLID 70 BEARING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Of I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURIRG INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE KITH TABLE 16 -3 -SPECIAL LOADS (1994 UBC). IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-4-9 RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 R-69 N-1.5' SUPPORTEDNAILINGSPECIFICATIONS. HAVEIDENTICALUMBERANDMINIMUM ECL IDWISE ENTICAL LUMBER 15-6-4 HEIGHT OF SUPPORTING GIRDER. 0-2-4 4-1-m-9-7'-- --12-6-7 Over 5 Supports--_� R-905 V-5.5" R-971 W-3' 12-10-4 +9-0-0 T3 PLT TYP wave TPl_95 RDesi n Crlterta: TPI STD '1tARlllm•� TaUSSES 6E(O1BE 1T:Tlea CABE DT TABRICATIOS. RAMIINE. N $B1PP1M6. 33RTILLTND AND lWi li. REFTF TO BIB -9T (BAADLTBG 36STALLIHG An IRACEIISJ. PUBLISHED tT TPI (ROSS PLATE 3FSTITUIE. BBS O'nonlo DR.. SO[IE too. MADISON. 11 S3719). FOA SAFETY /IALTICES PRIOR TO PflIIOBMIRB TH<!SE F6xCTtmB. UBESS OTtEINESE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHER APr TAjf"'�f1FlBIL1S. �A tOPYOF�TNIf tESIgo TO THE INSTALLAETION CORTRACT01. ALPINE [NWS w( FBOONCTS. 16C. SMALL Of BE REST061EOLE FOR NET DErf ATEOII FROM TRIS OES3iR; ANY FAILURE TD 'I �- IMBED THE Tk"SES 1R OOMADME WITH 33'1: OR TARRICATE6D. HPwritsicas or INIKPG- SHIP►WR. "WILLING Alto S9�ECiMICATIOO PUBFA or LISHED ITSAWKAANER3tAB FORESTTAND PAPiI ASSOCEAT301) AID TTPPI. �16E DESIGR REFACE or TRUSS. AND UNLESS OTHERIOSEOF IOU ASIR A553 �LOCATE; ON THSTEELIS DESIGN. POSITIIt C01 M:CTORS PER EXCEPT AS NOTED. APPLY f TO CRANING$ 160 A•1. THE SEAL ON THIS ORANINO [IMMATES ACCEPTANCE OF 7AOFESSIM" EHOINECREOB 61SPOBSIOILTIT SOLRT FOR THE RUSS co mINT DESIGN SNOVR. TUE SCITAEILITY AND USE Of TRIS Alpine n91nteEeQ_PMdwd Ino. C"PORNT FOR ART PARTICULAR SUILOIN0 15 THE IESPOHSIBILITT OF TUI 60]101X4 MIONEI. ►FR M$[/TPI 1-3006 SECTION a. BUTTECO _ ''Y B�ILDIN-PART;u�`•` `_pROVE4 4u X3,4 CA - 1 - - /-/F S -ale:'�5� Ft. y TC LL 16.0 PSF REF 0407 -3320 198 TC DL 12.0 PSF DATE 04/20/98 Ribgo BC OL 10.0 PSF ORN CAM427 98110049 * BC LL 0.0 PSF CA -ENG SAN/GWH TOT.LD. 38.0 PSF SEON - 33298 DUR.FAC. 1.25 FROMI MC LOADING SEE ABOVE (SHST9R-WALK IN STEVE SCHUSTER/HULL • T4 HIP GIRO) TOP CHORO 2x4 DF -L 01 807 CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N ADDITIONAL LOADING (PER TRUSS NFO.) ----------------------------------- BC . 972 L8 Conc. Load at 12.56 o RECOMMENDED CAMBER 1/4- AT NIDSPAN 8ETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING: I TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 00 40 24.00" o.c. IN ADDITION. A RIGID CEILING OR 20 $3 H.F. 0)I BETTER CONTINUOUS LATERAL BRACING 72.00' o.c. ATTACHED TO THE BOTTOM CHORD. MUSTBE C'4 (N)RECOMMENDEO CONNECTION FOR TRUSS T-3 FRAMING FROM THE L BOTTOM CHORD: SIMPSON LUS26. -SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. W3X4 (0) - W4X6(C3) s I_ 5-9- RR�lI-5. S' _ac►Q R3=1302# THIS ONG PREPARED FROM COMPUTER INPUT (LOADS F. DIMENSIONS) SUBHITTED BY TROSS HFA. CONNECTOR. PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949 AMC ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). j1 HIP DESIGNED TO SUPPORT 05-09-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES 8 24.0-0c. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 20 HEN -FIR $3 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER RIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W5X60 WMA W4X6= W3X8= N3X8m W6X6= W3X4(R) nary RI NJA•W W 972$ (H) 14-2-15 -6-0 Oyer 2 Support 1t IRACINO. Wo TO HSN -91 RML HIMALLINa NW IK111.1".1. ...�.a s... .�••••• ••�•• IHPITRIE. $RS 0.OROMO M.. SITU too. RARISON. MS 53114}. FOO SAFETI PRACTICES PR TOS i0 PEIFOINIER UESE rUNCT10NS. DIILESL OTRERMTK LIC3UTE0. TOP CHOID STALL PAA /ROPERLY ATTACHEDkL STRUCTURAL PANELS. NOTION CRORO SEAL HAVE A PROPENLT AITACM AQUI CIEURG. •IHPORTAIT•' FUWISH A COPY OF THIS OES SN TD TRE 1R3TALLATIOato"RACTIN"ALPINEalmelIEDPRODUCTS, ITC. SHALL NOT OE RESPUSISLE FCR ANT KVIATIOR FROM T11S 0'ES W4 ANT FAILIAE TO polo TIE TII,SSES IW COMO MINCE MITO TPI: O1 rMICATUWO, WARDLINR. SHIPPIN, INSTAU110 AID RlAtuo iF UOtsti- INES DESt6M CORFDRNS MITI APPLICA/P.E PEOTISIKS OF 103 (NATIOVAL PISTON STKCIrItmom PODL1sm II UR ARLAICAN FO:E31 AID PAPER ASSOCIATION) ARDWI.ALPINE COWUCTIIS ARE R%K OF IOOA ASTM A663 CR40 OALI. STEEL, 910EPT AS NOTED. APPLY COWILCTONs TOEACH FACEOF TRUSS. AND UNLESS OTHERWISE LOCATED ON TRIS KSIGN. P631TION COHIECTORS PQ ORAYITOS 360 A -I. THE 3EAt ON THIS DNANUC6 IRDICATEs AtAEPTANtE Or PROFESSCORAL 10110EE1IIID AFpiMBTl n,CTodp .I, 1LESVOMS16It1TT SOLELY FOR THE TNOts CoNPONEw EESICN smm. THr 3UITUILTTT AND OSE OF TRIS tONPOIEIT rot AIN PAITICULAt IMLOLHG LS THE 11SPORS/IILITT OF THE IUILOIHR DESIGNIA, PE1 SOrJINNtaIWA G91N2P ANSIITFI 1.1943 SECTION I. VTm eou 3UIl Dtt4G �&W ff 6\1.1)E W3X4ldh'9 0-0 W4X6 (0) ® �� -5-10 _1 cc R-2402 !V -S..5' ®� R3-1178 � <Z�l . CA/ -/11 -/-/-IF ScU,i�:25`�i TC LL 16.0 PSF REF 442J;'%633 TC OL. 12.0 PSF DATE Oa/20% BC OL 10.0 PSF DRW CANSR427 9elia BC LL 0.0 PSF CA -EKG SAM/GWH TOT.LD. 38.0 PSF SEQN'- 33308 DUR.FAC. 1-25 FROM NC SPACING SEE ABOVE (SHSTtR-WALK IN STEVE SCHUSTERfHULL - T5 70P CHORD 20 OF -L 41 007CHORD 2x4 OF -L 41 • WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 00 USE THIS DESIGN FOR COMMON HIP TRUSSES* 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 20 HEH-FIR 43 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d HAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS �. DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oC. W3X4 -0 LMYR = TMIS OMG PREPARED FROM CONPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR_ CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER'REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHDRO. W3X4 ,%, W4X4(A2) +9-0-0 BUTTE 3UILDINI;_ LEZ-o-43Ip I 7-9-7 10-2-3 1_ 7-6-6 i` �� ''� 25-6-0 Over 2 Supports =j , R-1196 W-5.5' R-1033 N -S.5' ��• 4 " ." PLT TYP. wave IrI-yo IR ��. -. _�..-. ... -. 'YARNINii•= num 010mE num CARE m rAestCAT[5! WUmI/He. SOWP[N0. OYs7uuN9IED RRACING. WU To ata -n iNUMLtOG ImsTALLcm AND BHACIROa. PUBLISHED BY TPI (TRUSS PLATE [16TITDTE. so 1-oNOFR10 DR.. So1TE too. NADIso L HI 537191. FOR UfM PIACTECES PRIOR TO PER►DRIIIRG TRESS FGHLTIONT. 01LESS OTNERVISE INDICATED. TOO CHORD SHALL HAVE PROPERLT ATTACRLD STRUMIAL PANELS. ODTTOII CHORD NONL nVE A PROPMT ATTAMP 41611 CC] LtaO. •IITPORTAR•• 601111SH A COPT OF THIS OESIRI TO THE ERSEALLATION COHIRACTOR. WINE ENOWERID PRODUCTS. INC. SHALL NOT TE NESPRNSINLE FOR ANT DEVIATION FROM THIS OESNNt ANF FAILURE TO N06A THE TROSUS IN CGWUNAWA WIN TPt• Co. rAONICAums. HANDLING, 8i1PP1Nx. INSTIl1,1115 A* 99ECIFFIICATION pU1LIsKo RTor InussEs. STHE SARRICAN FORM ADO P01 N ASSOCIATION) IOP) ANO TOII.stas OF IDS I WERE NATIONAL 0[S [6N CONNECT013 ARE HARE OF ZOOA ASIR AAS3 RIAO "LV. STEEL. ETCEPF AS NOTED. APPLY CONVECTORS TO) EACH FACE OF TRUSS. AMO OHMS RTNERYISE LOCATED ON THIS DESIGN. POSITION COIIHECFORS PER ` dUN1Y03 s60 A-E. TVE SEAL IN 7613 ORAHINO INDICATES ACCTPTANCE Or PROrESSIWYL EVBtMEEIINB Alpine �TBmeerod A 9508 s.I CONPOWIT1 alPABI PPM71CUULAAR Ig EtOlAO IS NTREESPONSIDiiln Of TTHE eu tOln DESIMR. OIHIR Ss<cR71HO]iN.l:A9f�8 ANSUTPT 1.1995 SECTIOR 2. CA - - F Sca eA 25' Ft. TC LL 16.0 PSFA PREF 62_P -63306 '9g TC DL 12.0 PSF ' DATE; ^ 04' 1.98 BC DL 10.0 PSF DRW`c�usaa2>!,9elio�� * BC LL 0.0 PSF CA-ENCSAM/GWH TOT.LO. 38.0 PSF SEAN -.33317 DUR.FAC. 1.25 FROM KC SPACING 24.0' (SHS7ER-WALK IN STEVE SCHUSTER/ROLL - T6 COHN TOP CHORD 2x4 DF -L, 01 807 CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ti (V d IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED i0i 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING•SPACED 0172.00' O.C. LA MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L11) r-1 L' d• TL[1S ONG PREPARED FROM COMPUTER IUUT (LOADS A DINENSI08S1 SUBMITTED BY TRO" MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIV£ LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). W4X4$ N ) Im +9-0-0 BUTTE 1 12-9-0 12-9-0 _1 witoiNG 25-4-0 Over 2 Supports--- R-1087 W-5.5' 8-963 W-5.5" -- PLT TYP. Wave TPI -95 R Desi n Grlterla: TPI STD ppr �- 8tils.. TIUSUS REGIME MAINE CASE 11 TAIRSwalm. NAAYLINI, SMPPUCO. t1s)uUNG AND ' ' � TC �`�L��.. rl'.6: 0 �Sf TAK[1D. t[IEf To UU-93 L1Dld1[IG trSTALUM AND RACING). PUIlImEO BY TPI (TRUSS PLATE �� y� ��? INST[ME. 5N) D'OlgMN DR., zoITE 200. NAOISOf. YI Is7l ). TGR SAFETT PEACTtCES PRIGI TO T p0 gg TC DL, 12.0 PSF PgFQAN111 In$ tOWCTIOR. 011Eft OTN[IYEST: HDICATD, Too• OiORD 3!1111 RATE PRDPERLT ATTACI�9 AP STRULTIIAI PANELS, 00"ON C011 WALL RASE A PIVIALT ATTAESd 01IUG CEn)NO. No. CDSOODS e4 " •UIPWTAGr— /0111151 A COPY OF TILE IESIOB TO TK INSTALLATION CONTRAtfn.•ALPOd EN6IMS a BC DLA i0`p10':O 'PSE PRODSCTS. INC. SHALL NOT SE SESPONSIRE FOR An DEVIATION FTIOA Ti)S IESL8I; ANY FAIUM TO y OR "was TIE IRUSSES INmiffs of TRUSSES. TALLKS AN UT/n NEST" CogrOSAS VIiH ArPUTtABIE 12OOVIISIOU Or NO$ (NAITIONALIDESIOND BC LL D.OIPSF• VFClrt(AT10f nSLISNM By TIE A1)ZtcAN rONIfT AND PAPER ASSOCIATION) AND Tn. ALP[ta gUICTOtS AEE NADP OF IOU ASTM A6S3 6810 QALY. STEEL. EXCEPT AS 16190. APPLY COBIECTIRS Nib- TOT. LD. 38.0 PSF EACB FACE Of VMS. Aso VRESS OTRERMSE LOCATIO at T91S DESIGN. I'DS 0f CONIECVORS P[I It I'MIS 160 A.Z. TUE SEAL 01 TRIS DIANINN INDICATES ACCEPTANCE 00 PICIES 001. 1112MC111o3 QR F� DUR.FAC. 1.25 AI imOSnginezvedPtodat4.1o0 NE31.3111LITT SOLELY ft- TIM Thou t014'Gt1ENT 0[S[GN1 S►IOAI. THE SUITABILITY ANN USE CE THIS Q cOIPOA[NT FOit ANT PAATICOLAR DO[LOINO IS HIE RESPONSIBILITY OF 7RE nILDING DES168ER. PEA SPACING 24.0" Si61IeKYID. CA 95928 ASIIITPI L-3995 SECTION I. _ ..K-q--T�A ` Nov ED Cale -.25"/Ft. 'F" $R'427--63305 - tw C" SK427 98110837 � ENSISAM/GWH :• SEAN!., 33331 FROM HC (SHSTER-WALK IN STEVE SCHUSTEK/HULL - T7 MONO HIP TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L 81 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1494 UBC). USE THIS DESIGN FOR COMMOR HIP TRUSSES ! 24.0"Oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY 8RACE RAT TOP CHORD WITH 2x4 NEN-FIR #3 OR BETTER ® 24.00°oc. UI• ATTACH WITH 2.16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 001 06-07-14 FT. oc. IN LIEU Of RIGID SHEATHING: TOP CHORD To BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO c.l ® 24.00" O.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. �. OR BETTER CONTINUOUS LATERAL BRACING SPACED ,@ 72.00° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 144X6 -4— 'Al, W04 = r1 144X4 (R) Wil HS2512 im- W2.5X4 W3X10(B3) _ THIS OWG PREPARED FROM COMPUTER INPUT (toADS is DIMENSIONS) SUBMITTED BY TRUSS HFR. (A)BEXEQUALLYHEM-FIR SPACED. BAT ACHCONTINUOUS 8dLATERAL BRACING NAILS. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ' SUITABLE SUPPORT BY ERECTI01 CONTRACTOR. CONNECTOR PLATES HOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949 AND ER -5352. 811 HIP DESIGNED TO SUPPORT 05-09-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 1/4- AT MIOSPAN BETWEEN BEARINGS. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. 143X10 = WI.5X4 0 25-6-0 Over 2 Support R-2081 11-5.5° R3-1441# TPI -95%R Design Criteria: TPI(STD) TiAgig. NEFER To IRS -91 (NANDLIM INSTALLINR ARID BRUEOG). FOHLISUO NT Irl tinOss rt AIL IESTJTOrt. UO 0.0NDFRIO NR.. SUITE SOU. NA1150, EE SHIT). FCR SA14TT PRACTICES PAIO4 TO PERIONINNB DISE fUNCTEgf. o n"$ OTHERU E INGICATEO. TOP WO[0 HALL SATE PRWMT ATTACBEO 3TRRTTRAL OABELS. IOTTON CHH WALL SAYE A PROPLTLT ATTAMtO HAM CCTLEBO. 'IMpoRfANT•- FiRHISe A COPT 4F TIES DiESM TO TEE JUTALLA710 CMiCTOR. ALPINE ENOIH[[RIO HBNCTf. INC. SHALL NOT EE EESPOIISIBL[ FOR AHT DETIATCOE FNON TEES SESIG31: All FAILUE TO DDILO TOE IImSSE1 IN CMP4EMARCE NLTA TPI: 01 FABBICATISN. UROUIG, SVIPPIHR. 1ESTALLINB An _7A� pAtIEO OF TWtSES. THIS DEMO C0IF01IS PITO APPLICABLE POOTIIIONS OF NDS (EATIOUL DESIM 1P[gfICATI N PUALISEEN DT f1E AM CAR FOREST AND PAPER ASSOCIAT1614 AND TTt. ILPIQ CANNtCfOAI ATE MADE AF IOM AAM A03 CR44 GALT. STEEL. INCEPT AS IOTEO. Amy cosICCTOBS TO EACH PACE Of BUSS. AND VILEST OTHERWISE LOCATED ON ERIE DE3101. POSITCON CMECTORf FE4 MATINGS 160 A -I. THE SEAL ON THIS DRAEESO INDICATES ACCUTAICE 0► PNOF[SSIUBAL TNOtMEf81NR Alpine TshglneaOd ProdllOtlj.ITID. A[SPONSfOILITT SOICLT FCO THE T4US1 COMPUI[NT DESIGN SHORE. TRE SUCTNBILITN AHO OSE Of IMES P Ssoonoa d Prod c COWPDIaNT FOR AHI PARTICULAR 8UILOINB 13 THE RESP09SI83L9TT OF IRE OUILOINB DESIGNER. PER ANSIITPI 1-1125 SECTION 2. NAo ! aw• I 7 W5X6= MI. 5X4 OI ` (A) \ �� :. 3-10-4 -0-0 144X4= 145K6 e BUTTE C4 n"ILDIN y ARTM .' - �R4yED R-2127 R3-1589!, `•'a`r: Scagle TC LL 16.0 _-Pt"E& REF k4l.y 633 ): 98 TC DL 12.0 PSF y0 04/�2a:F98 - le BC DL 10.0 PSF. DRW cAUs4tfT 9BliGo�Sy,, .; BC LL o 0.0 PSF CA -ENG S''AM%'fim , TOT.LO. 38.0 PSF SE(IN - 333Af, DUR.FAC. 1.25 FROM HC SPACING SEE ABOVE I(nealr-RICHARD MEAL - t8n 32'6 conn ) Tnn ""nu ZK4 Uh-L #1 1 BOT CHORD 2)(4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Q; ADDITIONAL LOADS ^--- -�-^ ^6W. -Flee.' -2.25 / PLATE DUR FAC.�1.25) BC - From 8 PLF at 0.00 to 8 PLF at 10.50 rn c• -A a z WM (R) $ W1 .5X4 W W2.5X4 a A a a WI -5X4 YI W3X8w W3X6� fAT-T-T W2.5X4(A1) a Ix w W3X8= w z THIS DHG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC (124.00. OC W3X6@ W2.5X4 a W2.5X4(A1) m 10 - 8-12---�I UO_ 15-0-7 r 2-B-3 I 14 9 61 Q 32-6-0 Over 3 Supports I R-469 W-4• R-1399 W=5.5• R-910 N-5.5" PLT TYP. Wave TPI -95 R Des In Criteria: TPI S' �. ••YARNING•• TRUSSE............... fO11IRE E$TRIME CAFE IN FABRICATION, LING. $RIPPING. INSTALLINN AND BRACING. NEFER 70 HIS -91 (HANDLING INSTALLING AND BRACING PUBLISHED By TPI ' INSTITUTE. $BS D-OHOFRIO DA., SUITE 200, MADISON. YI 63719), FON SAFETY PRACTICES USE PLATE CT STRUCTURAL THESE EL FUNCTIONS. MESS OTHEANISE INDICATED. TOP CROAD SHALL HAVE PROPERLY ATTACKED CT STRUCTURAL PANELS. NOTTOA CNOTO SHALL NATE A PROPERLY ATTACH (D RIGID CEILI11G. tT PRODUCTS - INC. $HALLINOT SH ABERNESOf THIS DESIGN ATO THE OED IINSTALLATION ATION ah THISTOTSI6H; ANTMEfENGINEERE Lr s ALPINE SPECIFICATING OF TROSSE$UILD THE TRUSSES !N TATHISNDESIGNWITH CONFORMS VITBFABRICATING. APPLICABLE PROVISIONSSOFPNOSR(NATIO AL INSTALLINO ABU ^• 1CO"ECTONStARE ON PRNADE$OfDEOOGATill ASTH A6SRRCN/OFOREST GALYARD PAPIA STEEL. EXCEPT( AS NOTED. III. APPLYACONNECTORS TO PRAWINSS 160 EACH FACE OF TRUSS. ANO MESS OTMERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C/J PaNRESPONSIBILITY • SOLELY I. TFOR HE STHE TRUSS EAL On THIS COIIPONENT DEESSIGNTSHOWNEI �EPTATHE SUITABILITYRA U USE IOFETHIS S 95 N. IncI- COMPONENT FOR ANY PARTICULAR alllL01N6 IS TRC RESPONSIBILITY Of THE BUILDING D(S150E1. PER AMSI/TPI 1.1995 SECTION E. 19.Oa9 CA - 1 - F EiS/pr_ TC LL 16.0'0PASF 1 `;l TC DL 12.0 PSF •iO BC DL 10`O�PSF 63M 8C LL 0.0 PSF * TOT.LO. 38.0 PSF OUR JAC. 1.25 SPACING '24.00 DR FROM IF.8-0-0 —.1875"/F•. x,27=,-73290 (ne21r-RICHARD NEAL - t9n) 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. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 8 PLF at 0.00 to 8 PLF at 10.50 v A - O a Y]L.. A W W w z W3X10a W7X6(R) 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A nrMFUCTnuc, eue..rrr� ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (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. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 024,00. OC W3X4 m PIZ. 5A4 an W2.5X4 (A1) r= CS wU-0.0 I l0 -8-12---3J O e� L 13-0-7 I 6-8-3 �— 12-9-6 Q 1 32-6-0 Over 3 Supports I R-510 W-5.5• R-1349 W-5.51 R-919 W-5.5• c'JPLT THP- Wave TPI- T,� ALPINE T1. ( IplEno gE O. CA 95'828 Inc. 5 R Desi n Criteria: TPI S ''�WARNG- R TRUSSES ' 11Oi E EITREIIE CAA[ 14 FABRI CAT 106, 6AIDLTHG. SNIPPING, INS►ALLIGG AND BRACING. IIETEA TD HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI INSTITUTE, 567 D•ONDFATO OR., SOITE 200. MADISON, Yi SS719), FOR SAFETY PRACTIC(TRUSS PLATE PERFORMING THESE FUNCTIONS. UNLESS OTflFRAISE INDICATED, TOP CHORD SNAIL NATE PROPERLY ATTACHED STRUCTURAL PARER, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 11610 CEILING. FU4"IMPORTANT** INC. SHALL INOTABE RESCOPY PONSIBLEIS DFORR�ANY THE DEVIATIONLFRONHTHISTDESIGN; ALPINE (FAILURE To :01 LO THE TRUSSES IH CONFORMANCE WITS TPh OR FABRICATING, RANKING. SNIPPING, INSTALLING AND :RACING Of TRUSSES. THIS DESIGN COIFOEHS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 711. ALPINE EACH FACE OF TRUSS, AND UNLESS OTNEAWISE LOCATED ON THIS DES16N, POSITION CONNECTORS PEA COINECTORS ARE NAGE OF TOGA ASTM A663 9R40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ANINGS ISO A-1. GRANINA OF PROFESSINAL HE IAL ES NCE RESPONSIBILITY SOLELYTFORSTOE TRUSSICOHPDXEIR DESIGNiSHOWN�EPTATHE SUITA131L 11VOABC USE IOFETHIS COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PEA MSI/TPI 1.1995 SECTION 2. +8-0-0 Pelcoliho f C . 19 C A - 1 - - - F E TC LL 16.0 PSF � S A TC DL 12.0 PSF BC DL 10.0 PSF (,ap,M BC LL 0.0 PSF * { TOT.LD. DUR.FAC. SPACING 38.0 1.25 24.OH PSF Scale —.1875'/Ft REF R427--73295 DATE 09/15/99 DR W CAUSR427 99258004 CA -ENG AEB/CWC SEAN - 23172 FROM MC n: (neair-RICHARD HEAL - t10n 32'6 gird TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 OF -L Standard ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPAtFn nu mruncn DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c"" IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @24.00" OC z LOADING PER TRUSS FABRICATOR --- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-I.25) TC - From 56 PLF at 0.00 to 56 PLF at 11.00 TC - From 150 PLF at 11.00 to 216 PLF at 16.25 TC - From 216 PLF at 16.25 to 150 PLF at 21.50 TC - From 56 PLF at 21.50 to 56 PLF at 32.50 BC - From 28 PLF at 0.00 to 28 PLF at 10.50 BC - From 20 PLF at 10.50 to 20 PLF at 32.50 TC - 150 LB Conc. Load at 11.00, 21.60 BC - 520 LB Conc. Load at 5.50 BC 420 LB Conc. Load at 7.50, 9.50 BC - 2525 LB Conc. Load at 11.50 W4X4a x110 PSF BC LIVE LOAD PER UBC. e r - H U A O a Q.. A w c a W4X6(A1) Ea w z w rz. I PLT TYP. Wave TPI- Q) 2! Lri ALPINE �iN N p cA 9 829 ' InG t_ THIS DWG PREPARED FROM COMPUTER INPUT (EOAns R nrurmc Ince, amort:e,. . -- - owe PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BEARING BLOCKS: NAIL TYPE: 80_bo)Lnalls BRIG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 10.500' 1 12' 12 BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS BOTTOM CHORD. REFER TO DRAWING 8139 FOR AQDITION�(, [NF aMATTnu r �rr.rr•r, rn MMru.•, ru oLrrr.�.� NrrMTr. ,••u .- ..--.--. .- RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT99. (H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. W1.5X4 10 W7X8 (R) $ W4X4 (R) IO W10X10 a W4X12(R) m W5 X 8 EE3 525# (H) W2.5X4 e W7X6(R) W2. 5X4 m W2.5X4 m W2.5X4@ -Tio 0 1 8 +8-0-0W1.5X4 10 W4X6 (Al) Ea UIF 10-8-12----.-J -O-D I- 11-0-7 I 10-8-3 I -10-9-6 32-6-0 Over 3 Supports/x),�j[_ IN Qt, -V7 t R-703 W-5.5- R-6049 W-5.5' R-1319 -5.5" v pj% 't' •'YARNEtlY'• TAUSS[S REOUEAE ESTAEME CARE IN FABRICATION. HANO[IIN6Criteria: seise ci a„�ATPNi AND STD INSTITUTNG.E. AEflN TO 618.91 (HANDLIMO INSTALLING AND GRACING), PURL IStl[0 BY TPI INSTITYTE, SBS D•ONOFATO OR., SUITE 200• MADISON, NI 51)19). FOR SAFETY PRACTICES PRIORTOPERFORMING TANS(. BOTTOM C UNLESS LTHEAYISE 1NOICATED, TOP CHORD SMALL HAVE PROPERIT ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SRAM HAT( A PROPERLY ATTACHED 11610 CEILING. ••IMPORTANT•• FUSHISM A CO►T 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FDA ANT DEVIATION FROM THIS DESIGN: ART FAILURE TO BUILD THE TRUSSES IN CONFORMANCE SITE TPI; OR ►AGAICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITM APPLICABLE PROVISIONS OF AOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE EACH CH[FACE OF ARE MADE OF SODA ASIN A633 GRAD 6AlV. STEEL. EttLPT AS NOTED. APPLY CONNECTORS TO AISPONGSE100 ATA_SOLESS, ATK[ SEAL SONTTRISIDRAWINGSE TINDICATESED A SACCEPTANCE OF TPROFESSIONALCONNECTORS ENGINEERING R[S►ONSIBfFDA SOLELY ?as THE TRU$S COMPONENT DESIGN Snowy. THE SUITABILITY ANO USE OF THIS CON►OHE97 FOR ANT PARTICULAR BUILDING IS THE p(SPOASIB ILITT Of THE BUll01N8 OLSi6fE0., PE0. ANSI/iPl I-1995 SECTION 2. -/-/-/F TC LL 16.0 PSF TC DL 12.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0" P Scale -.] REF R427--13298 DATE 09/15/99 DRW CAUSR427 99258007 CA -ENG AEB/CWC SEQN - 23195 FROM MC w"', (SHSTER-WALK IN STEVE SCHOSTER HULL - 711 MONO HIP TOP CHORD 20 DF -L #1 801 CHORD 20 DF -L #1 NESS 2x4 DF -L• Stendm•d PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. � USE THIS DESIGN FOR COMMON HIP TRUSSES 4 24.D°oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.81 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 4 24.00°oc. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMHARY SHEET (FRAME 3 THRU 6),OR CA -HIPS �! DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 4 EVERY 03-11-12 FT. 0c. N NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. �I IN THIS DNB PREPARED FROM C011PUTER INPOT (LOADS & DIMENSIONS) SUONITTEO IV TRUSS MM - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5362. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE 'WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). #1 HIP DESIGNED TO SUPPORT OS -44-08 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIORED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. PROVIDE HANGER AT RIGHT HEEL FOR 519# REACTION. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL•BRACIHG SPACED 0 72.00' O.c. (OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 412.5X4 0 1d3Y&M L. --2-0-0-,j 5-4-15 I 5-7-1 _I 9-789 N-3.5° J R3-565# 11-0-0 Over 2 Supports PLT TYP. Wave T R Oesi n Criteria: TPI STD MING•• TEU3SE3 RE4UEIi ESTEEM[ RARE w FASSICATE001. RIRWLENO. 7A1PPpiD. EESIALLM AND ERALlYE. We TO DB•EI OMMINO TISTALLING ARD NRACIIGI. MEMO •T TPI (TRUSS mm am"TOTE. S» E'OfFREO DO.. Sam 200. NADIm . NY 337]0). FOR SAFETT PRACTICES PRIG%TO F08NEE0 TNI[S! i11NCIT01Cf. OT3CSs ERnISE INICARD. TOP CHAD SHALL SAVE PROPERLY ATZACNEO Apr 2D 41 OrN PERFORM. ltEELs. DOTTON tIOCRD 3,10111 NAVE A PROPERLT AITACNEO 230[0 GILT/S. No PEN . C05=6 I041TAYT•• 19[11[61 A COPT OF Y0E3 SESIGI TO THE INSTILLATION CDNMCTOR. ALPIK 8161 KURE TO NDtO IRE TIMES TN CORFGWARCE inig T►[: as FASRICATIND. NANOLINO. SNIFFf", IIKTAtt"S AID w""99 miU..A,IIICAf[TOa SP IlIS�O eTIST�3A1[NICM EOIiVTTAND PAPER ASSOCEATIORISAEO TPI. AIF up$TIDLM DEs16N CORNECTORS ARE RAGE OF EODA ASTM US) 040 LILY. STEEL. ESCIX AS NOTED. APPLY COEKECTORi TO EACH FACE OF TRUSS. AN %IKLE33 OTNER K LOCATEO ON THIS OESICR. POSITION COURCTORS PEN ONANINCf 660 A•2. ffi SEM 01 THIS ORANIND INDICATES ACCEPEANCE OF PROFESSIONAL EK0IMERIm Alpine 111CGINdpEOdNCb I� YpPORS1IILM SOLELY 101 TEE TE9SS C4IPONENr 0[3,961 SWAM. TOE SHUHL [TV AND US[ Of THIS SNua�amtaCA1I128 COO/03EIT FOR AAR PARIMULAA DOMINO IS UE N[SPOIIS[OILIIT or THE 10[COIKG DESIGNER, FEA AESIJTPI 1-IPPS SECTION E. G 7\1 T \ k 3-7-4 ..9-0-0 s J t;=11 CQ�� T Lt�1NG p�PAi � R-519 W-1.5° pp ems! R3-419# �0 vpr), ..375�4�°4__f.'/ TC LL 16.0 PSF REF 8427--63324 TC DL 12.0 PSF DATE 04/20/98- BC 4/20/98BC DL 10.0 PSF DRW CAMSR427 9811DO52 III* BC LL 0.0 PSF CA -ENG SAM/GWH TOT.LD. 38.0 PSFSEON - 33814 OUR.FAC. 1.2S FROM HC SPACING SEE ABOVE JSHSTER-WALK IN STEVE SCHUSTER/HULL - T12 MONO HIPGIRD ok) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 �., WEBS 2x4 DF -L Standard a.;LOADING PER TRUSS FABRICATOR -(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 56 PLF at -2.00 to 56 PLF at 9.38 TC - From 127 PLF at 9.38 to 139 PLF at 14.19 ca BC - From 407 PLF at 0.00 to 407 PLF at 10.87 .r TC - 114 LB Conc. Load at 9.38 C= 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. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR $3 OR BETTER 24.00'oc, ATTACK WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CD110. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS28. SEE CATALOG C-PT95H-1 c__ FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL A HEIGHT OF SUPPORTING GIRDER. 0 c>~ 13. ca W4X12(B3) �. w a w w c.a z w w I'<-2 0-0—� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. W2.5X4 0 W10X10 !M R-2764 W-5.5' R-2521 W-3" X4 III p - I 9-4-15 _I_1 -7-1J 0 11-0-0 Over 2 Supports �® L" 5" PLT TYP. Wave TPI -95 R Design Criterla: TPI STD 18.2c4 CA - 1 - - F Scarlet -:,3 Ft. ••MARRING•• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING. INSTALLING AND E TC LL 16.0 PSF REF R4 2 7 C:"BNACING. NEPER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IYSTITOIE. 503 D'OND►R10 OR.. SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR ID 07 PERFORMING T91SE FUNCTIONS. DRIES$ OTHERWISE INDICATED�TOP CHORD SHALL BAY[ PROPERLY ATTACHED W W W. �� TC DL 12.0 PSF DATE 07/07/98 "-' STRUCTURAL PANELS. BOTTOM CHORD SMALL RAVE A 1R0►,IR. ATTACHED RIGID CLUING. --IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOX ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO *98 BC DL 10.0 PSF DRN CAUSR427 98188003 BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 5 r BC LL 0.0 PSF CA -ENG AE B / CWC .-a PROVISIONS NOS EYA""[L D[SIGN BRACING Of OPUBLISHEDTBYSSAMERICAN .� TOT. LO. 38.0 PSF SEAN - 43515 ti SPECIFICATION THE FORESTTARD►PAPER ASSOCIA7101)AND TPI.OF ANE MADE OF TOGA 6240 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ` N1 - c,� *ecred.- Products, P�8Bc+lmentD.CP CONNECTORS ASTM AGSS [ACH FACE OF TRUSS, AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEE1116 RE SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE Of THIS COMPOI[1T ►O/ ANY PARTICULAR BUILDING 13 TBE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/iPl 1.1995 3 CTIOY [. D UR .FAC . 1.25 F ROM M C LOADING SEE ABOVE CUCTCA_uALV Tu cTFVF SCHUSTERINULL - T13 MONO HIP; TOP CHORD 2x4'OF•L 01 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING PROFESSIONAL�ENGINEERSES EREGARDINGED TO SEEK CONVENTIONAL DVICE BY A LOCAL FRAMING. CD. THING: IN *LIEU OF RIGID SHEA TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED Q 24.00° O.c. IN ADDITIOft. A RIGiD CEILING OR 2x4 #3 H.F. COR HORD- MUST EEPROPERLYUOUS ATTACHEDRAL TO THECING BOTTOMACED 0 72.00' 0 -c - PROPERLY rn� p r CV LQ� I` n 1 r THIS DRQ PREPARED FROM COHPUTER IRPUi (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. jI HIP G LLOFA JACKS WITH NO WEBS. CORNER SETSRE CONVENTIONAYRAMED USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'0c. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 20 HEM -FIR #3 OR BETTER ® 24.000oc. ATTACH WITH 2-16d RAILS a 2x4 DIAGONAL BRACE PER HID -91 13.2.1 FIGURE 33. OR HI8-91 SUMMARY SKEET (FRAME 3 TRRU 6),OR CA -HIPS DETAIL 00110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc. NOTE: REACTIONS R 5 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. Wt. 5X4,0 1,13X8 - W1.5X4 10 T e r 2-8-4 -0-0 W2.5X4 Asp Wi . 5X4 N W4X4 as 413X4(Al) a L-C-2-0-0--�-j 9-5-15 _) I 4-0-7 13-6-6 Over 2 Supports R-949 W-5.5" R-874 V-1.5' R3 -707j R3-734# REF 8427--63317 DATE 04/20/98 DRW CAIISR427 961)0046 CA-ENGSAM/GWH SEAN - 33470 FROM HC Design Criteria: TPI STD - PLT TVP. have TPI -95 R A310N. HAR9Llt+6, SNLgP110. IAfTALLIHO AOD 1RACIRG. me-91ovist.— 195 IRACIR01. PUaIsffEo BT T% (79945 PIAT( t [AIBOIE CA9�INHCATEU. --NM1NplMUMS. SHITE E00YE 531191. rOR SAFETY P1ACT1US, MOR TO Apr 20 4 TC LL 16.0 PSF TC DL 12.0 PSF 1NSTIMn.. PEIFOAiIVacs OTSMSS TOP CHDRD s2ALL NAPE PNO MY ATTAWIO tnUCTIIAL PANELS, ORION am SHALL NAPE A PROPERLY ATTAORO 211111 cmaim. MIO. CD'1i8005 BC OL 10.0 PSF 'INP0ITANT-- FUNISH A COPI 4r nIs I[ M TO THE 1NSMLAT]W EONTtACTOA. ALPINE E101911110 of 1EfP01670.t rep ART OIYlA"CH TNON TNLL IIESIGN; ANY FAa1!!E TO Br�.68a 06kt MINCTS. INC. SR" NOT 10LI THE iNt9tSt3 Q c/araerA>rtE It TPI: 1n rAlA1u"Im, HAROL110. W PPIBo. InIALLINN ANE OF 03 (RATlOyj1 OEllGN 1 AMICABLE SAND * � LL O.O PSF SPEcIrICAT1 PUBL1SNi/ ST TOE AMMICAI 10113TTANO PAM ASSOCIATION) VI- ALPINE AIL loot of 2084 ASAI ASS) OR10 ULT. sTEIL. EACEPT As RDINO. APPLY CIANECTOAf TO TOT . LD . 38 .0 PSF D UR .FAC . 1.2S Alpine I I11ccndPlOdW, BW sRemmaol4CAgms COYYLL'TOAi EACH FAC9 Or TRUSS. All UNLESS Mum LoCA1T0 DN Tx[s 0[s18N. P051TIWY CORRECTOtf POI ORANOIGS 1W A-2. TIE 2EAL ON THIS CIABRG INDICAM ACCEPWICE Of PROFESSIONAL GoINM"a tESPOBS111LFTY SOLELY rot THE TRUSS ww01E1R OLSIfdI 99ONN. THE SU1TAtILITT AID USE Of TNIs CONPONERT FOR ANY PARTICULAR I01"IR0 IS TIE tESPOi15LDILIIY I/ tut tN ILOTAO OES[ORES. PLR MsifTPT &-logs SICTIOA r. � SPACING SEE ABOVE REF 8427--63317 DATE 04/20/98 DRW CAIISR427 961)0046 CA-ENGSAM/GWH SEAN - 33470 FROM HC . 714 MONO MIP GIRD) THIS DWG PREPARED FROM COMPUTER 1(U'Uf (LOADS A DIMENSIONS) SUSKITTEO BY TRUSS HfR. IN STEVE SCHUSTER/NULL - (SHSTER-NALK )N (A) 1X4 ¢3 HEN -FIR OR BETTER COH71N000S LATERAL BRACING TO TOP CHORD 2x4 -L #1 BE EQUALLY SPACED. ATTACH NITH (2) Sd NAILS. BRACING 80T CHORD 2x8 DF -L #1 MATERIAL TO BE SUPPLIED AND ATTACHED AT -BOTH ENDS TO A NESS 2x4 DF -L Standard SUITABLE SUPPORT BY ERECTION CONTRACTOR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN•ACCORDANCE NITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. t9) M SPECIAL LOADS ---(LUMBER DUR.FAC.-1.25 / PLATE DOR.FAC.+1.25) NOTE: Be CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.8 -SPECIAL LOADS 11994 UBC). TC - From Sb PLF at 0.00 to 5b PLF at 5.00 o TC - From 66 PLF at5.00 to 122 PLF at 9.00 From 122 PLF at 4.00 to 122 PLF at 13.53 IN LIEU OF RIGID SHEATHING: BE BRACED BY PROPERLY A7TACHEO PURLINS SPACED : 7C - Be - From 407 PLF at 0.00 to 407 PLF at 9.75 TOP CHORD TO ® 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. �i Be - from 666 PLF at 9.75 to 666 PLF at 10.00 9)R BETTER COH7INU9US LATERAL BRACING SPACED @ 72.00' o.c. Be - From 259 PLF at 10.00 to 259 PLF et 13.24 MUST BE PROPERLY ATTACHED TO TBE BOTTOM CHORD. TC - 220 LB Conc. Load at 5.00 22 ' �• PERSONS CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSSERECTING 1 (^( DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. BY A LOCAL SES E TO SEEK J,pVICE ¢gam NGINEERREGARDINGED FRAMING. PROFESSIONAL ENGINEER CONVENTIONAL r n° RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIF. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM NEEI HEIGHT OF SUPPORTING OIROER. KLP3P11_= AIVI W Iw- sAorr CFxgiamvd A93w W5X4(A4) W5X8,p WRY12 Q W1.5X4 N 605X4 (A4) - 3-4-4 9-0-0 _-NJ i FE Wim:, Dx:0 A I 5-0-7 I 8-5-15 13-6-6.Over 2 Supports 'I �0 R-3412 W -5.S- R-2992110-3' •.AM, MUIN. REM TO 810.91 (HANDLING INSTALL124 AYD DRAS'S"' POU "VMkF 0T IPI9RAOTttaS Hlot m DISTITUTE. Sot D•OHorR10 SR.. SWTE m0. HADISCm. NI 53119). FOA SATT rura MING 11N31! FUNCTIONS. UNLESS GYMNISE L03CMD. TOP CPARD 39KL UM ►RQPEALI ATTACHED STIEWEDIAL PAWLS. ROTTOD CHORD SDIHL MASE A rAOPERtT ATTACH RIGID CIILIN: -V*"TANTi rWMSM A COPT OF T19S DESTAH TD THE INSTALLATION C9pRACTON. ALPINE CN6[�f1E0 rtDDGC s. IBE. SHALL DDT BL RESPONS)"I FOA All OEVIATION INOH TRIS MKIIC ANY FAELUAE TO "Ke R[ TROSSES 11 CWORRAtCE vi TN TPI: Ot FMICAT119. 1AROLIRti, SHIPPtOL, T13TALLIAD ARD RRACM0 Or TRUSSES. TTI1S MEGA CDRFOIIS RITE APPLDCADLC PROVISIONS OF ROS (NATIONAL M'GN STECInCATjw ro111SRE0 NY M ABERICAN r0=EST AND PAPER ASSGC1AIIQM MD 1P1. ALFIK CUR TORS ARE MLo2 OF 20GA ASAI Abu 6040 OALr. SULL. lTEUT AS WRO. APPLY = MECTORS TO EACH FACT OF TRUSS. AND UMEESS 01619VISE "CATO ON THIS DESIGN; M'TION CtRRECTODS PD p 169 A•2. T6! SEAL ON THIS DRANIMAREUT INU907 R ACC4PTAMM Of PROr[SSIONAL INOMMTRO COHPOMIYi1LM SaLELl Rk ME CUTAN RTE TRUSS Stil[6oTRE PESrO111UESIjV 61t�ln OF 79 OUIL0188I12SITY OREt.lAER TRIS A0 1/TPI 1.1999 TCETtOM 2. TC LL 16.0 PSF �Aprr 220 '9 TC TC DL 12.0 PSF �.a•sowoBa BC OL 10.0 PSF * BC LL 0.0 PSF TOT.LD. 38.0 PSF A40 DUR.FAC. 1.25 LOADING SEE ABOVE Scale -.375"/Ft. REF R427--63315 DATE 04/20/98 DRW CAM427 90110056 - CA -ENG SAM/GWH SEAN - 33473 FROM MC (SHSTER-lfALK IN STEVE SCHUSTERINULL - T15 MONO CARRIER TOP CHORD 2x4 DF -L #1 BOT CHORD 2X4•OF-L #1 NEBS Z)4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CV SPECIAL LOADS --(LUMBER DUR.FAC.-1.25 I PLATE OUR.FAC.-1.25) TC - From 56 PLF at 0.00 to 56 PLF at •4.00 BC - From 20 PLF at 0.00 to 20 PLF at 4.00 N Be - 228 LB Conc. Load at 1.50 in W1. 5X4 M a[- 3-0-7 -0-0 N2x4 (Al) = 228# W1.5x4 M -0-0 Over 2 Sepports-� R-318 9-5.5' 9-214 N-1.5° PLT TYP. Wave Irl-ya IL --- —- F. -"--Mn— TRusTxs R UIE QTKK CASE m FABRICATtOR. HANDLI PEa/O11URS THESE FUHCTTOIS. UNLESS e1REAVISE TBDICAUD. TOP CHORD SraKTUTAL PABnS. OOTTO0 COMO SWLL HAVE A PRWMT A:IACREO R11 -IMPORTANT" waHISR A CCPV of TH[S IESEAW TO.Off DIVALLATTOA FRMXTI, lac. SHALL BUT E RISPOHSIR9 FOA ABT 0E9IASI0S FUN' U"1t0 or TTIOOMSttl CO�CHMESION coitram NIT" LPPLI"BLE rim SPECIIICATION PUBLISH IT ME AYIERICAS FOREST ACD PAOLO AS90CIAT COHBICTOAs An RADE or 208* Anil LSS3 ARCO GALT. STEELEERPT AS CCR Ta FACE OF us. AN UNLESS ot91AVISE LOW6 OM TBiS PEstca. DRAM [RISS 3{0 A -I. THE SIAL ON THIS ORAIILRO IVDICATES ACCCPTA"C Tlf.@Od l�Gd1IC'�r I1ltS RfSPOeST IILITY SOLI.LY FOA TRC TROSs COIPOREHT OESION SROTe. TR Alpine Eklsl COHP011BT FOR AAV PARTICULAR BBnOING IS THE REStONSIDILITY OF TN SBCOADAYo10.G►9SV/ AaSI/7►r 1-1995 SECTION 2. THIS DWG PREPARED FROM CONtUTER 1111"01 (LOADS 5 DIMENSIONS) SUBMITTED Br TROSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP'CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS SPACED 0!24.00" o.c. IN ADDITION. A 1IGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BIACING SPACED 8 72.00' D.C. MUST BE PROPERLY ATTACHED TO TBE 80TTON CHORD. \VD Pppj Criteria: TPI STD CA - 1 - - - F Scale -.375"/Ft. 9AIPP1Hrti IHSTALLIRB AMsm BT TPI [TRIISS PLATE TC LL 16.0 PSF REF 8427--63322 I uALt HAVE?kOfDk`ii �i Apr 20 '98 TC DL 12.0 PSF DATE 04/20/98 D CEMIRS. No. CONDOS )NTRACTOR. WIDE EIIO MMKO 6Bp BC DL 10.0 PSF ORW CAVU421 98110051 IS DES1ce: ANY FAILURE TO O, SAIt?tkO. INSTALLING AND BC LL D.0 PSF CA -ENG SAIL/GWH ONS or NOS (RATIONAL OESIGI N) AND TPI. ALPIN Byte. APRY COHM1011; TO S TOT.LD. , 38.0 PSF SEQN- - 33462 StTIOR CONHICTORS Pn or PROFESSIOBAL EIMIHETRtaa qe OUR.FAC. 1.25 FROM MC SUITABILITY AHdt USE OF THE% BU1LDINA DESIGHM. PER LOADING SEE ABOVE (SNSTER•WALK IN STEVE SCHUSTER/HULL - 716 TOP CHORD 2x4 DF -L 61 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. v IN LIEU OF RIGI4 SHEATHING: TOP CHORD TO BE BRACED BV PROPERLY ATTACHED PURLINS SPACED ® 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. C14: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In i 144X4 am NI 0-6-9 H3X4(81) THIS DWG PREPARED FROM CONPBTER Id PUT (LOADS R DINE0I09$) SUBMITTED BY TRUSS NFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEAICH REPORT #2949 AND ER -5352 - NOTE: Be CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UBC). W2. SX4 a W3X4 = 142.5X4 a W2.SX4(A1) - I 10-4-6 I 10-6-0 J 20-10-6 Over 2 Supports >11 R-793 V-1.5' R-793 N�1.5" PLT TVP. Have TPI -95 R Design Criteria: TPI ST gp• TRUSSES REOOHIE ETFRENE CA)tE 10 PA821CII710N. HARDLIN. SHIPPING. IRSTALLLNB AND aACEND. RQR TO 1110.91 CONDLINR INSTALLING AND BRACMB), PUBLISHED DT IF] (TRUSS PLATE FMSTIARE, 603 11ORDFRIO OR.. SUITE EDN, NAOLSOI, NT 60YL9). FW SAFETY PRICTICES I1I01t TO pal = No THESE FUICT103- STRUMIs PANELS. ROTTAI OtlOROE32ILL SS NAPE A PROPERTY &TUC9ETOP C0 RESIDD MILIBSHALL 6 9AOP�LY ATTACHED •IIIPORTAI?•■ nkltSW A LOPS OF IBIS DESION TO THE IDSTALLATtOO CMURACTOII. WINE ENGINEERCO ANT fAgL211 To 1 ILDCTSTRE R11 SS IN, CM)INAmm inTs TPit OR PASSIPCATIRL IATIaN HM 66. SVPPIM0. IHSLtI NR At10 .17 IIACEI6 OF T10SSES. THIS OISION CONFOMS WITH APPLICABLE PROTISIONS FF HBS (HATI M DESIGN SPEC tFl, loo POBLLfM[D By THE ATEAICAR FOREST AND. PAOLA ASSOCIATIOp AAO TPI. XnK COMMI(AOM FACLSOf TRUSSARE: AND UIIISS OTHERWISE LOCATED OP THIS OESI6NA PONSAPPLYM. M ITION COMMOIS I'Ll TO ORANTSA3 160 A•1. TME SEAL 05 THIS ORAWUIO ,w INDICATES ACCWTACA DF MDFESSIORAI ERIl1EEO1HO A1piGC E[I$( PlOdut . INC. RtffDES[BC9tAI ILITY SOLELY POR THE TRUSS C4=PaK%l OES16M SOON -THE SOFTAOILITT AND USE OF THIS $wiSj0,CA93818 t0AI0tLtn FOR AST PARTTBOItDING IS THE RLSPONSIBILITY OF I t BUILDING DESIGNER. PER ANSI/TPI 1•l"S SECTION I. Apr 20 '9E He. comm T 1G *-0-0 CAI-/1/-/-1-IF TC LL 16.0 PSF TC DL 12.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.D' Scale-.25'/Ft. REF R427--63321 DATE 04/20/98 DRW CAOSR4P7 98110050 CA -ENG SAM/GVH SEAN - 33434 FROM NC' 0 *u crcur etWI1rTFR/HULL - T17 STUB HIP TOP CHORD 2x4 Df -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 OF -L Standard PLATES•DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 00 SPECIAL LOADS ------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 56 PLF at0.00 to 56 PLF -at 5.86 TC - From 2 PLF at .5.86 to 2 PLf at 7.86 TC - From Z PLF at 7.86 to 2 PLF at 9.86 TC - from 56 PLF at 9.86 to 56 PLF at 22.86 uj. BC - From 20 PLF at 0.00 to 20 PLF at 16.14 •I. 8C - From 28 PLF at 16.14 to 28 PLF at 20.86 TC 56 LB Conc. Load at 5.86 TC - 67 LB Conc. Load at 7.86 TC - 56 LB Conc. Load at 9.86 - W2.5X4 41 W2.5X4 T 3-19-8 1 THIS UNG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED ELT lew " urn. CONNECTOR PLATES MUST BE INSTALLED•[N ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR RTRUUSSS IS ERECTED PROPERLY. DOCE IS ADVISED DURING L SURE 07 REVERSE - NOTE: THATTHIS NOTE: BC CHECKED FOR 1D PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NORRTRUSS SFABRICATOR- PERSONS ERECTING TO SEEKBY A PROFESSIONALUSSES ENGINEEREREGA DINGECONVENTIONALDVICE FRAMING. LOCAL IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 2BETTER A CONTINUOUS LATERALBRACING CEILING OR 20 #3 M.F. ORSPACED 0 72.00" D.C. W7X6 Q MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 412.5X4 = -- •--- R-1202 W-S.S" R-496 Y-1.5' 2-0-0s3 6-10-13 I 4-2-3 1 10-9-6 _( 20-10-6 Over 2 Supports PLT TIP. Wave Iri-7:I n a�WapI110�' Tt1SRS REiID lNTRBI[ CARE IN FABRICATINR. Ella1 UAC1NG. REFER TD 01B•11 {NI1NOl]NO IN.STALUBS AND BNAp1A). INSTITUTE. 1B3 D'ORoENIo DR.. SUITE 10o. R"11011. 01 531397. inUCMAL pans SNIToesiBDRDam D -ALL WAVE i PROPEE L�►TAaco •I1MPOaTART" MKIST A CO" OF THIS DESIGN To DIE gas ALUATI PRDDUCYS. IBX. WALL NOT OE RESOORSIaLE FRN Aw OEYtATI02 RI R61"w1c�i 1% WOTOSSESgo . rdn RE AGN Couaie NITH AMSC Li P1I SPECIFICATION FOSUS"D BT THE ATRICAU FOREST Alit #APER ASSOCI caNEnDas ABEL NAGE or :oat ASTR A963 tam GALT. STEEL. EEGIPT EACs FARE 0f TRUSS. AN UNIESS OTTINFISE LOCATED ON IBIS OC3I11 OAANIMS 150 A-E. TRE SEAL ON TRIS OOAVINU INDICATES ACCEPTI J,,�..,I IaC•• RESPONSIBIUTT SOLELY FOI TBE TROSS COMORENT 0E510N SNINN. Alpine OngirAcred pfOdLlCT9r COBPMENT FOS ART PARTICULAR TOILOING ES TK RISPORSINTLITY Cf S"CUMIq CASISSM ANSI /TV 1 1.1995 SECTION 2. Crlterl8: �r> NI 1, selPolaa. IaiTALL1ATIISNEO BYTPISSA:ETf PRACTICE A L HM PRONALT ATTACdc �p [ ONTAALTOR. ALP16E ENGINEERED JS DESISaR ART FAILURE TO a. S8IPPIaI6 INSU31M AND OHS of FDS (NATTOFAL GOES EGO OD A10 TPf. ALPINE I0T[0 APPLY CGIMMORS TP 1911 Ion CONNECTORS PIA OF OROFESSE031AL 0101REENINB SUITABILITY AND USE Of THIS aoltsin DESIONEA. PER V9 -ALS-0-0 0114 " GA TC LL 16.0 PSF 19g TC DL 12.0 PSF 19 BC DL 10.0 PSF C LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 LOADING SEE ABOVE kale REF 8427--63318 DATE 04/20/98 O RW CAOSR427 98110047 CA -ENG SANGWR SEON - 33449 FROM MC (SHSTER-WALK IN STEVE SCHUSTER/HULL - T18 STUB COM TOP CHORD 2x4 OF -L #13Bet. :T2 2x4 OF -L 11: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 56 PLF at 0.00 to 56 PLF at 22.86 n- 8C - From 20 PLF at 0.00 to 20 PLF at 15.36 BC - From 28 PLF at 15.36 to 28 PLF at 20.86 0 4 r� 0 .-4 I W4m 8 f- W2.5X4 3-9-9 Wl.5X4 U W2.5X4 THIS ORG PREPARED FRON CONPUTER IIiPOT (LOAOS 5 DIMENSIONS) SUDNITTED BY TRUSS HFR- PLATES DESIGNED FOR GREEN LUMBER PER 9DS-91 TABLE 7.3.3. (A)BExEOUALLYY SPACED. 3 HEN -FIR OR BATTACHCWITHN((22)SLATERAL 8d NAILS.�BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, CONNECTOR PLATES HUST BE INSTALLED IN ACCORDANCE WITH THE REOUIRENENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 118C). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED T2 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL 89ACING SPACED ® 72.00° o.c. 143X6 % MUST BE PROPERLY ATTACHED TO TIE BOTTOM CHORD. (A) 'l 8 V3X4s W1.SX4 D 142X4 (Al) = W2.5X4(R) 11 7-10-6 I 13-0-0 sl 20-10-6 Over 2 Support --� I R-434 W-1.5' R-1307 H-5.5' PLT TYP. Nave Iv1-� AIp(TIE: %lgjnwredPtodwtq I= Sacm=aft. CA 97121 ISM TO fuYllt ►ANtts. DOTTDN CMDRD SUM BATE A MANY— ►I)EISH A COPT DF =13 KIM Cts, DC. SHALL MY TE IESPOISIKLE fDR TIE TWfSK i1 COEFAWRQ SITE TPI; 94 HD jr TRUSSES. THIS DESK" Cear M rICATl01 ►IIRISNEO 1T THE AREIICAI POW CTIRS ARE NAM of IOOA AVG AAS) 0240 fKE of TKISS. AND FMLEIS ITIERNISE OGS 1R0 A -I. TNS SEAS 10 1Hlf OAAN ISIDILITT sRELT ►OR TEE TRUSS EDNPO1m SENT FOR 01 PARTTCIRAK WILD, No If THE "I 1.1995 SECTION 2. IG AND MKING), ru9alwww CT M %.— -- N. YS l3I19). FOR WENT NUTICES PRIOR TO IRDICATTD, Tat CIOHD SHALL BATE ►ITOPERLT ATTACM PROMLT ATTACKED RIGID CEILIBR. TO TBE DISTALLAfl01 COMMACTOR. AL►IHE VA611MMUD ANY DEVIATION /KOH 'ruts DESIRE: ART FARM TO FABR[(D. MULLING AW TII APPtIC 0 E PRXyak OVISIONS Of IDSTA(MLT COX DESKS T AND MEN ASSOCEATION) AND TVI. Al101 GAIT. STEEL, EICE►T AS ED E0. APPLY CANNICTOU TO LOCATED OK TITS DESIGN. P031TION 09MCTD1IS PER �t DE INOICATES TME w)TABIL91fANDD USE 4W tt9l& RES►ONSISILITT Of THE BVILDINO MIDNER. PEI T18 *9-0-0 CA/ -/11-/-/-/F Scale -.250/Ft. r4 TC LL 16.0 PSF REF 8427--63313 Apr 20 198 TC DL 12.0 PSF DATE' 04/20/98 as 005M BC OL 10.0 PSF DRN CADS027 981I00,as eip,641641090 0.0 PSF CA -ENG SAM/GWH * VD. 38.0 PSF SEON - 33439 UR.FAC. 1.25 1 FROM MC LOADING SEE ABOVE (SHSTER-WALK IN STEVE SCHUSTER HULL - T20 TOP CHORD 2x4 DF -1 $1 :T2 2x4 DF -L 1160et,: BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CL: #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMHON HIP TRUSSES 0 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.50 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 MEN -FIR #3 OR BETTER 0 24.00"oc. rR ATTACH WITH 2-16d NAILS i 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIS -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 03-06-07 FT. oc. L 0 4 r` rn A W3X4-,O� WX6® 11313 DNG PREPARED FROM COMPUTER INPUT (LOADS b 9INENSIONSI SOON17TED BY TRUSS. "M - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA NIP* AND #3 CALIFORNIA HIP RESPECTIVELY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2)r4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T ao :T2 ar— --IB ' 1 1 W2.5X4 = W1.5X4 m W4X4(A2) _- W4X4(A2) = 102-0-6yl )Ez-0-0i'} 1 6-0-7 I 5-3-2 I_ 5-8-7 _1 17-0-0 Over 2 Supports R-1318 W-5.5- R-1318 W-5.5' R3=754# R3-754# PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STO INNRa1x0'- Vaasa REQUIRE EETRENE CARE 11 FABRICATION. RABO11 H0. SBIPI'm COMMON AMP P ACEIN. REFER TO RIR-91 [YANOL196 IBSTALLTNG AND INACIRo). PLVLT3m IT TPI [TRUSS PLATE EYSTITOTE. S63 B'HofR[O OR.. SUITI Zoo. HAD150R. HI 53YNP). FOR SAFETY PRACTICES M[W TO FERFOYIRO THESE FOICTIDAI5. OTSES OTIERNISE INOICATEO. TOP CHORD SHALL RAYL PROPERLY ITTACM Apr 20 19I STROCTmx ►AREIS. OPTION CHORD SIALC DATE A PROPERLY ATTACKED RIGID CEILIRO. No. COSSOOB nFAORYAKT.• /URUIM A COPY Of TRIS OESION TO THE INSTALLATION CONTRACTOR. ALPIRi COGOMMO PA/DUCTS. INC. a" NO SE RES►OSSIRLE FOR AHY DEVIATION FPO" THIS REST"! #NY FAILURE TO Ewp.0aWI0NN /WILD 14 TKIKSES IK CONFORMANCE PITO TPI; OR FIBRICASIM. OUOLDIG. MYTHS. [NSTALLINS AND BRACING Of 1AISu1. THIS DESIGN CEA►ORMS VITO APPLICABLE PROVISIONS Of NDS [RATIOIYL 013101 ' E"FICAT104 001111/10 By TRE ANfNICAO FOREST IDD PAPER ASSOCIATION) ARD TF1. SAME CONREETORS ARE NIDC OF ZDOA &SIN AHS 040 GALV. STEEL. 11CIFT AS NOTED. APPLY 000MUS TO EAu FACE of TRUSS. ARD UNLESS OTIMSE LOCATED OK TH19 DESIGN. POSITION COKRECTDRS PER DAANUIS 160 A -L. TBE SCAL ON TRIS CRANING INDICATES ACCIPTANCE 0► ORRFESSIONAL EROTN[EA]NG ,,��,� plOdlCbr RESPONSIBILITY SOLELY AOR INE TRUSS CORPOR[NT DES341 SHONR. THE SUITADILITT ARD OSE OF TOTS Alpine, r+ �� CO1R09[RT 1411 ANY PARTIl1AAR BOIIOIW IS THE SEWDBSMILpY Of THE BUILDING OESIGREN. PER s/Atm AWITPI 1.1995 SECTION 2. AlAV P0176 �k CA - 1 - - - F Scale -.250/Ft. TC LL 16.0 PSF REF R427--63281 TC DL 12.0 PSF DATE • 04/20/98 BC OL 10.0 PSF ORW CAUSK427 98110011 BC LL 0.0 PSF CA -ENG SAM/GWH TDT.LD. 38.0 PSF SEON - 33476 DUR.FAC. 1.25 FROM MC SPACING SEE ABOVE (SHSTER-WALK IN STEVE SCHUSTER HULL - T21 CANT COHN TOP CHORD 2x4 DF -L gl 80T CHORD 2x4 DF -L 61 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. SPECIAL LOADS ------ (LUMBER•OUR.FAC -1.25 J PLATE OUR.FAC.-1.25) TC From 56 PLF at -2.00 to 56 PLF at 19.00 BC - From 36 PLF at 0.00 to 28 PLF at 1.50 BC - From 20 PLF at 1.50 to 20 PLF at 17.00 .1 112x4 W04 0 THIS 0W6 PREPARED FROM COMPUTER INPUT (LOADS 6 91KENSIONS) SUBMITTED BY TRUSS HFR. CONNECTOR.PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949 AND ER -5352: THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVLSEO DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.000 a.c. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ave Irl - 8-6-0 I B-6-0 J 17-0-0 Over 2 Supports `1 R-847 11-5.5' 8-681 Ih5.5' or A1pi11esEtt6 Yrodua kIna. I � Yf f0l'A ST�10.CAA90 ANSIM 1-1195 Oestgn Crlterla: TPL{ST NG ARO V0 ujo tj iiWOU� IMSULUNG � aiirel�PWiiMM of mri (TRUSS PLM 0.0101410 a.. SUITE goo. 6U6EEam. NS $3115). FOR SAFETY PRACTICES PRIOR 70 FWCTIONS, ROHM DTgAANISt INOICA7ED. Top CWW SMtP NATE MPENLY ATTACH S. NOiTON CHORD SPALL 149E A PROPENLT UUCUO RI01O COLIM. NALL NOT Ot UVOaS1copy or �BL [OR ART tia 'to �C019LAIJON FM THIS M IOITI�PAILWEETo 'S IN CRRFOINARLE 11,10 T►1: OL rA1RICATINI, HAIOLTNG, SHIMMR. I3111LUM ARD 41. THIS Olu m CWLUS 10TH APPLIC41lE PaMSIONS OF ORS (MOUL OESIca 4LISmB /T TRE AMENICAN PUREST AN PAPER ASSOgATI01a ANO TN. ALHHE WE IF LOU ASTM A663 CA40 CAM SIUL. [KEPT AS Motto. APPLY COMMAS TO 111, Amp ONLESS OTHENYISE LOCATED OR 7011 DESIGN. POSITION CONNECYOAS FM t. THE SEAL ON THIS GUNTUR MOICA115 ACCEPTAAKE Or 94orERSI01Mt 9"UNEENINI fLf ICULAR RUILDIRS I2ONTHE REtV4XS3ltLlii OE In eo toiAS OESIIDERAIM R.. PER TRIS +9-0-0 Apr 20 '91 No. 0068006 bV."*4P { "o`er X?o LAI -111 -1 -1 -Ir TC LL 16.0 PSF TC OL 12.0 PSF BC OL 10.0 PSF ALL 0.0 PSF T.LD. 38.0 PSF 4OUR.FAC. 1.25 LOADING SEE ABOVE bca1e REF R427--63282 DATE 04120198 DRW CAUSMI 96110014 CA -ERG SAM/GWH S£QN - 33484 FROM !IC (SHSTER-NAL): IN STEVE SCHUSTER/HULL - T22 CONN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 VEBS 2x4 DF -L Standard :Lt Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. SPECIAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 56 PLP at -2.00 to 56 PLF at 19.00 BC - From 36 PLF at 0.00 to' 28 PLF at 0.50 ul BC - From 20 PLF at 0.50 to 20 PLF at 17.00 0 C,4 L CD I ti I rn 9 LA - 1112X4 (A: W4X4 c THIS DNS PREPAR£O FRON COMPUTER IOUT (LOADS t. DIMENSIONS) SOBMITTEO BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE, NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.t. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - »sats a lE2 0-0 0 42-0.0,1 8-6-0 8-6-0 _I 17-0-0 Over 2 Supports R-783 6-5.5' R-737 N -S.5" T TYP. 4fave TPI -951R Design Criteria: BRACRID. REM TO tali -91 UTE. set O'O INSP,001210 or PCUUNM THESE FutcTla1s. OUR» $7tUCTU AL FAuls, =TTON CHORD TMPORTART`• [611131 A COOT room$. INC. MU HOT BE PES BUILD IRI 111162sts t1 CWYDUIRRC ERACIE9 OF TtBSSES. TNs3 0[s sPaC1►iIATNt PORLcsM0 BY THE COSNECTORS ARE NAD[ Or 010A AST EACHGALE ar TRUSS. AND ILES$ U&UI 6s ll6 A•T. THE SEAL 0 Alpine FjiglwacdP1nduCl9 Im. RESPOHllt1LITT SOLILT rOR THE T sato tm , 93828 469PONERT FOR AM PARTICULAR BU ANSL/r11 1.1995 1ELTI01 2. TALLINS ARD RRACINS). FUSLLWO Dr TFE (IRDS3 PLATE i. WtsOM, 11I 13119). FOR SRr[TY nicitt[s Faust TO misE INDIChUb. TOP CNOID SHARt HAVE FIOPERLT ATTACHED TE A PROPERLY ATTACHE. RIGID CIII.M. E3965 TO THE INSTALL 011 CDNTtAEY01. ALPER EE6MIEREO ►Oa AHY DE91AT101 na Ton DEs"l; All FAXUAE TO I: at FADR1CArIR1, MAHOUND. NIPPING. INSTALLING ARD ANS 1ITFI APPLICASLE PlWaSIONS DI RDS (HATIML 01131110 FOREST AHO PAPER ASSOCIAn") ARP TPI. ALPER ,/0 GAtY. STEEL. E10EPr As WED. APPLY CONNECTOR$ TOi LOCATED ON Nis O[Stot, POSITION CONRECTDRs PER iAN110 IND[EAns ACCEPTANCE Or FRorESTTONAL [NOINECRING OHETIT OESION 511YR. THE sU1TABNtITT An uSE of THIS c THE RM113103LITt OF THE BUILDING OESIGMEA. Pit 4-9-0-0 -c as t APP . VED Scale-.25"/Ft. REF R427--63283 DATE 04/20/98 DRW CAI$R427 98110015 CA -ENG SAM/GWH SEAN - 33490 FROM MC TC LL 16.0 PSF 47 20 .9 TC OL 12.0 PSF No. COMM BC DL 10.0 PSF EV. BC LL 0.0 PSF TOT. LD. 38.0 PSF Ivlt- 2'oPd�°- DUR.FAC. 1.25 LOADING SEE ABOVE Scale-.25"/Ft. REF R427--63283 DATE 04/20/98 DRW CAI$R427 98110015 CA -ENG SAM/GWH SEAN - 33490 FROM MC (SHSTER-WALK IN STEVE SCHUSTER/HULL - T22A CANT COHN) TOP CHORD 2x4 DF -L #1 SOT CHORD 20 DF -L #1 NESS 2x4 DF -L Standard :Lt Wedge 2x6 DF -t J2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ti • o SPECIAL LOADS' ----(LUMBER DUR.FAC.-1.2S / PLATE OUR.FAC.-1.25) TC- From 56 PLF at -2.00-to 56 PLF at 17.00 SC - From 36 PLF at 0.00 to 28 PLF at O.SO SC - From 20 PLF at 0.50 to 20 PLF at 17.00 W R-792 W-5.5' 0-6.0 THIS ON PRIMED FROM COMPUTER INPUT {LOADS & DIRERSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. IN ADDITION. A RIGID .CEILING OR 20 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. W04 = MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. BAACIRO. RQEER TO 111-91 amll a1glTM, SIS I.OIOFNTO ON— 9 powaou TRESS FuaTwas. ULE swcmAL PAWLS. Rona CHORD : 1MINTANT" ►WNISV A COPY G ►110DUCTS. in. SHALL HOT BE RESP BUILD TO I NSSES IN CONFORMANCE BNAuso SplClIs rICATIDRUFOBUSM EISSIS. is S129 A CONVECTORS ARE MADE Of 200A ASIN [AN FACE OF TAOSS. AND UNLESS 0 DAANNNSS 160 A-1. THE SEAL 08 Alpifto S"nmvAn P� Inc REstaustemiFT SOLELY ►DR TiE TA SMMOM06CA S A�jTPI J-1AT 199955 SECTIONAn C2 At fU[ We DNSTALLIHO ,ITE 200. WL 's OTHIANIst IIID MLLWEANO TRIS DESIGN TAI iNSISLE FOR AN DEYLATEON FROR MIS NmN TPI: aA rABLICATII®. RA"L1Ni. to &PLFCABLE PROFISIPP AND PAPIR. ASSOCIATI1q P. STEEL. EXCEPT AS HOC 17-0-0 Over 2 Suppo INN), "ALI 677191. "A TOP CBORD 19 iris• iritbi -Fre. nsTALLM AND TPI (TINISS PLATE PRACTICES PRIOR TO E PROPERLY ATTACIEO OL R. ALPINE ENSINEEM N-. INT FAILURE TO TNe, ipSULLIBO ARM OS ow"NAL DESIGN PI. )"M / APPLY CDRKCTORS TN] ORAVIED InUICATES ACCEPTANCE OF PROFESSIONAL ENNI011 1070)YRT DESIGN RWHIr. THE SOIIA91L ITT AND USE OF IS THE RESPOBSIRILITY DF THE 1UILOIne DESIGNER. PER WA +9-0-0 E3 R-616 K-5,5�� - F ® jSci c .375" Ft. �q TC LL 16.0 PSF REF�IR42-7--63285 Apr 20 19TC OL 12.0 PSF DATE 04/20/98 No. 0068006 BC DL 10.0 PSF DRW CAIS14n 98110017 I * LL 0.0 PSF. CA -ENG SAN/GWR OT.LD. 38.0 PSF SEON - 33494 .FAC. 1.25 FROM NC LOADING SEE ABOVE (SHSTER-WALK IN STEVE SCHUSTER/HULL - T23 MONO HIP) TOP CHORD 2x4 OF•L #1 :T2 2x4 OF -L #186et.: BOT CHORD 20 OF -L #186et. VEBS 2x4 DF -L Standard :Lt Hedge 2x6 DF -L #2: PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. 0 USE THIS DESI6N FOR COMMON HIP TRUSSES @ 24.0°oc. EXTEND ii: SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP. CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH 111TH 2-16d NAILS 8 20 DIAGONAL BRACE PER RIB -91 13.2.1 ID FIGURE 33, OR HIS -91 SUMMARY SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY OS -07-14 FT. ac. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR, PERSONS ERECTING PROFESSIONALUSSES ENGINEEREREGARDINGED TO SEEK CONVENTIONALDFRCE BY A LOCAL FRAMING. N IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED A 24.00` D.C. to ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. Alpine EnSimm dPaoduci%IND. ggpmcD{O, CA 93&21 W2. SX4 0 THIS ONG PREPARED FROM CONPUTER IRPUT (LOADS 6 OIHENSIOIIS) SUBMITTED BY TRISS WR. (A) 1X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH KITH (2) Bd HAILS. BRACING MATERIAL TO BE SUPPLIED ANO"ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -53S2. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DIMING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CDESIGNED ORNER SETS ARE CONVENT OVALLY FRAMED. ACKS WITH NO WEBS. NOTE: REACTIONS R d R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. Ulyl n — T2 Wl . SX4 0 �-2-0- 4 413X8 CI 6-(1-7 ` I _ 10-11-9 Fl) �aelivo 17-0-0 Over 2 Sup R-1431 W-5.5° R3=924 Desian Criteria: TPI(STD) Z14 /IAC00 REitD 10 q[/•91 (Mang IUD 1lAClllq. PUK[S1E0 BY TF1 FLAIIE InlITDTE, SBS D•OUFUo DR.. SUITE 30/, Rb[SOq. Yl 83719►, FON 59M PRACTICES PRIOR TI PLUMNIN TIESt r1/C1103S. ORII:;S ONEUI$E tWiCAUD. Tp C1DRD SHALL BATE PAOPEALT ATTACHED STRNCTNNl1M. PANELS. 101108 CIM SMALL UK A PROPi6LT ATIAMED 118[0 CE[t1l0. •IMORIAIT•• FUNISI A OPT OF THIS DESIN TO Tld [NiTAUATIN CONTB1lC102. ALPINE 10®11471[0 ppDD11<TS, INC. SOMI LOT 1E RES90NSIOLE FO! ANY OETIATION FIOH THIS 0[81011: All FAILUE 10 BUILD In 719SUS 111 COp01NANIZ IIT1 TPII DR FASSICAT]!O. WOLRI. 3113"10. INSTAIUM AND mKCFICATlceoPAS ISNED eTSTHSi�3CAX FWSSTTAn PAID ASSOCIATIOBI�All III.Of 105 �ALPIN L DESIGN CODIECTOIS AAE /ADE Or IOGA ASIR ASSS GMO GALT- SIENCI. 110EPT AS 10T16. APPLT CBTBICTOIS t0 EACH FACE Of TIOSS. AND WUSS DINER/ISE LOCATED ON IBIS OESIGN. MSITION ODNA=CTORS PER DRAVNIGS IK A•2. THE SEAL 0U TIES 01AVI90 INDICATES ACCEMK9 OF FLa"SS10NAL C/B1NEE11NB WpWtITlf9! ANTLITT LPAATICMM BUILD[ELV 0`02 THE NO ISOTUE BESPORSNENT SO LL1ISOW, Of NL NDILD[NSIDESIONES. Pit THIS AHSinPI 1-1995 stmom S. _ i_V 4-0-4 9-0-0 s ' - _.f div/ I r: I�A Scale 4..3751IFt. REF R427--63286 DATE 04/20/98 DRN CA01R427.98110010 CA -ENG SAM/GVH SEAN - 33497 FROM NC 0-1 TC LL 16.0 PSF Apr 20 '9 TC DL 12.0 PSF 90.05 BC DL 10.0 PSF Tw. a BC LL 0.0 PSF TOT.LD. 38.0 PSF 2'oip DUR. FAC. 1.25 SPACING SEE ABOVE Scale 4..3751IFt. REF R427--63286 DATE 04/20/98 DRN CA01R427.98110010 CA -ENG SAM/GVH SEAN - 33497 FROM NC (SHSTER-WALK IN STEVE SCHUSTER/HULL - T23A MONO HIP TOP CHORD 2x4'DF-L #1 :12 20 DF -L fliBet.: BOT CHORD 2x4 DF -L ##&Bat. WEBS 2x4 DF -L Standard :Lt Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 0 USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 NEN-f IR #3 OR BETTER a 24.00'oc. ATTACH WITH 2-164 NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY .-�. 05-07-14 FT. oc. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLA71E ERECTING TRUSSES�ARECTURERCAUTIONEO . NORTTOSSEEK BADVICERBY AELOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: CALIFORNIA IOSRNIPRESPECTIVELY. , #1 CALIFORNIA HIP AND J3 IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIHS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 /3 H.F. W2, 5X40 OR -BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AIp{Ac iEogirwAredFro ets.Inc. 8 f— THIS OTEG PREPARED FROM COMPUTER INPOT (LOADS & DIMERSIOHS) SUBMITTED BY TRUSS MFR. (A)BE EQUALLY SPACED. BETTERR OR A7 ACHCMITHN(2)8d AILS. SLATERAL BRACING TO BRACING MATERIAL TO BE SUPPLIED AND ATTACKED AT 807H ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEAQCH REPORT #2949 AND ER -5352. THIS TRUSS IS DESIGNED TO'BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TD ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-B-SPE6IAL LOADS (1994 U8C). #1 HIP GDFACKS KITH NO WEBS. CORNER SETSARE CONVENTIONALLY RAMED (•) THIS AREA OF TOP CHORD TO BE BRACED AT 24. O.C. 1 a V1. SX4 R-1426 W-5.5' W12. 5X4 W4X4(A2) v R3-924# ° W3xa m �-2-0-0 TP Is. am To IE9•9I (IANPLsr. N■ TOIL, S03 O'oWtirp OR.. MITE LO mu No Tirse rwCTEoes. NNLEss om MAL PANELS. BOTTOM con* SOIL H paTA" FWUKISR A COPY IF TRIS I CTS. IRC. aUNU. NOT K RESPONSIBLE TIC TRMSES IR CORTPtlGUNCE 1E1Ta T aA of TIMES. TIES OESIOH CM PKATIOM PattESSELS RT TRE AMICAN CTOBS ARE MADE or SODA ASDL ANS! S FACE OF THUS!. All UNLESS OTHERHIS NLS I/O A.Z. TIE SEAL ON Ti113 0 31SIBILITT SOLLLT FGA THE 711135 c I KIT FOR ART PARTICULAR GUILOIRO I — ...ma aCrTcen s. O -u -F Design Criter u FAIRLaTra. 11AW r. S81"M LING Au RRACIRBI. "MISSED OT T DIDISON, rl 5ST»I, FOR 3APm n I IRo1cATTo. rap Co s uLL MARE i A PIOPERLT ATTAIM REGIO CEILING. oe To Tilt IISTATurlas CDNTRACr101. I All , MIATIOR ream THIS OESTRIG OR FAGkICATTtl. HANDLIIG. StpPUI 11ETM APPLICABLE MV331 0 8 or Hos mat An PAM ASSOCIATUOBq Aldi TPI My. STEEL. EXCEPT AS NOTED. AP MATED an %S DESIGN. POSITION UK W2. -5X4 ® W2X4 0 WI. 5X4 H 7-0-0 Over 2 IACTECES 121M TO 4MOLT ATTAUED ALPINE ENGINEERED AUT TARURE TO 1. INSTALLIRD AND (akno AI DES301 nt ablUVECTORS To ILK SUITABILTTT AND USE OF THIS or TML NUILOINB DESIGAIN. PER Lifts 18 FI1.5X4 I T2 (A) US `+11 GA 1 - - r TC LL 16.0 PSF Apr 2D .98� TC OL 12.0 PSF No.0068006 SC DL 10.0 PSF bo. i BC LL 0.0 PSF TOT.LD. 38.0 PSF CNtL DUR.FAC. 1.25 SPACING SEE ABOVE 2X611 5-4-4 4-0-4 couiv t w� /F REF R427--63288 DATE 04/20/98 DRW CAUS0427 98110024 CA -ENS SAM/GWH SEON - 33502 FROM NC (SMSTER-WALK IN STEVE SCHUSTER/HULL - T24 MONO HIP) THIS DVG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBHITTEO SY TRUSS WR. DF-L #I (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TOP CHORD 2x4 BOT CHORD 2x4 F-L #1 BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING WEBS 2x4 Df-L Standard MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. PLATES DESIGNED FOR GREEN LUMBER PER NDS-91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER-5352. NOTE: BC CHECKED FOR 10 PSf ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16-8-SPECIAL LOADS (1994 UBC). CORNER SETS l HIP GARE CONVENTIONALLYNED TO SUPPORT OFRAMEDACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON NIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT CONVENTIONAL FRAMING IS HOT THE RESPONSIBILITY OF THE TRUSS 00 EXTENSIONS EVERY 2.00 FT. TO-FLAT TOP CHORD. LATERALLY BRACE DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS NEH-FIR 13 OR BETTER 0 24.00"oc. ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL FLAT TOP CHORD WITH 2x4 �. ATTACH KITH 2-16d NAILS H BRACE PER HIB-91 13.2.1 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 2x4 DIA60NAL FIGURE 33 DETAIL CD110R HSUPPORtUHIPRRAF7ERTNITHACRIPP ES 0 EVERYCA-HIPS NOTE: REACTIONS R 5 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. 00; 02-09-15 FT. oc. 1N LIEU OF RIGID SRE�ATHING: �r : TOP CHORD TO BE BRACED 8T PROPERLY ATTACHED PURLINS SPACED I` L' 0 24.000 D.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. �. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00• D.C. MUST BE PROPERLY ATTACHED TO THE 607TON CHORD. W4X40 W3X8Ea FJ3X10® Yd1.5X4ID (A) 8 r 4-3-14 0 ti �.9-0- o i W2.5K4(R) H N4X6m W1.5X4 H W2.SX4(R) M yI3X10- WMO (B3) rn e- c ko/V COAs, p 08P�i I 6-5-15 I 17-5-9 AJ G 2�fir1-11-8 Over 2 Supports �-� f-I R-1898 W-5.5" R-1862 W-5.5 R3-1058# R3-901# PLT TYP. Wave TPI-95 R Desi n Criteria: TPI STD CA/-.111-/-/-/F Scale -.25" Ft. NARNIrc-• IRIIM511OJ1IE E3TROM CARE 19 FS021GT1101. N�NotlNo. s[aPPteo. [nsutuxG Aro TC LL . 16.0 PSF REF R427--63289 1--1 INSTITUTE.RUEt TO 016-A 1KANDLUIS ONOIR[D N. Sam 200. RADIES01[.OR[RAR5377119), fog SA1RITT PIACTICEESS PRIOR TOSS O MfOU11S Sol THESE roMCTTOIIS. UNLTST OTMIPNIEE INDICATED. TOP CHORD 3MA1L NAPE PROPERLY ATTACIED APr 20 ' 98 TC OL 12.0 PSF GATE 04/20/98 SMUCTORA► f/DELS. SOTTaR CIOM SMALL HAVE A PROPIRLT ATTACIICI AIDID CE[LINO. �• Cio 6 IMPORTANT`* FIINISN A COPE OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ONOII.IRID E M.610499a BC DL 10.0 PSF DRW CAUSR427 sal1oD21 PNODUCTS. INC. SMALL NOT BE RLSPORS[DLL F41 AMT OSr1ATEOM F80H THIS ILSIO14 MY FAIL= To BC LL 0.0 PSF CA-ERG SAM/6WH BUILD VII TERTSES IN CONFORMAICE KITH TPI. OR FUAICUM- MANOI[N1. SHIPPING. WETAIUI[0 ARD RIACBN Sr TRUSSES. 1016 RESIGN COMFOLHS N111 APPL[C ME "OY[311N3 OF RDS (AORIONAL DISION SPECIFICATION FONU300 BE TIE AMERICAN FOREST AID PAPE! A190CTATTNN) AND OPT. ALPINE CORNICIOIS ARE NROE Of IOU ASTM A653 GRID "Ll- STEEL. txCEPT AS NOTED. APPIT CONNECTORS TOT. LD. 38.0 PSF SEON - 33629 Nur rue Or TAM. AND VIEWS OTHIRRISE LOCATED ON THIS DTSIUM, FOSI1301 COID1ECi06T ►n 'V OUR. FAC. 1.25 FROM NC ODA JIB" 160 A.Z. THE SELL ON THIS ORAY[SI INDICATES; AUEPTAMtE Of PROFESSIONAL CAGINEEN AIPIEb BOgi PTOdRC1T, Inc. RISPISSIINI.ITT SOLFLT FOR TIE TRUSS CaHPOEEBT DESIGN SH&M. TIE SUITA53L ITT AID OSE OF CORPOIINT FOR ANY PARTKULAR NU[t DING 1S THE RESPON5I61111T OF THE IUILOINH GRIMM. PER SPACING SEE ABOVE $tRNlomtAl, CA "Oil IISI/TPI 1-IM SECTION I. __ (SHSTER-WALK 1N STEVE SCHUSTER/HULL - T25 SPEC) TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L.#1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F.. OR BETTER CONTINUOUS LATERAL BRACING SPACED 49 72.00' 0.c- 00� MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD - v ' i 00- W5X6 o W3X4* ' L¢ W3X4(Al) - THIS DNG PREPARED FROM CONPUTER 111PUT (LO)LOS A DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MST BE INSTALLED IN ACCORDANCE 1917H THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WI7H TABLE 16 -8 -SPECIAL LOADS (1994 UDC). w2.5X4 0 W2.5X4 = W4X4a w3xB- W3X4-- Ml. 5X4 N 1-11.4 1-7-4 1 7-5-7 I 1� 1 12-11-9 23-11-8 Over 2 Supports j R-1040 W-5.5° 8-893 N-5.5" PL IAipinesavammmolc.cA9son GIe 5�R Deslan Criteria: TPI(ST 'iDIR/1M6'* TRUSSES 1E00IR EXTIEIE CARE Te 7RBRItuTOH, HNIOLRID. SHIPPING. [SIITATAII6 ANO II mma. FNIA To 1111.91 DIMING "ISTALLm6 AHD 11RAIIIaT. PIAMISIn 11T Tri tis PLATE tIMIDTI, SIS OYRoMte Ug.. SHITE 260, HAug$0G. YI 117161. rCR SUETT PRACTICES PRIOR TO PEffuggod PAOPILLT ATTACH® SSUCTM PANELS. HITCH OM SHALL 1ATE A PROPTALT ATTALHM IM30 CIILINS �1Hr01TANT"' rDAR1SII A COPT of THIS DESIRN TO THE PSIATLATION CONTRACTOR. ALPINL EIIITAEEREO gwLDDCT�s. ITOSsts to CRAOIFOKRMA�PItE wiCYlwj: OR ris1 MIT tICATIAG I�IA4S g�IIiB.RAINSTAWK0 NO SP[Cq�TCAnOR FIALISM9 THISby US APIRIWCAtfiRAtnRARW AIM WITH Asso�uno� Amaro TTPPi-tRAiuP� °Est09 CAMECTOIS ARE WE Of MGA ASTM AM Gp0 CAM STILI. EXCEPT AS NOTED. APFLT COJINECIOSS TO EALM FACE RA TROss. Alm o1ILLSS OTMIAPISC LOCATEo OM THIS DISTON, POSITION COMMORS PEA O MIYIS SIO A-2. " THE SLAL ON ISIS DRAWING ENOICATES AMPTAIICE Of floFESSIOHAL LNOINQIIIR ClCIIPIIENsI r4g AVTLPAITTCULAROO IGU]tG1NSS 00 S In OESPOISIBSIIITY OF THE THE IL03NOEOESUUES. PER 17116 "ItinPl 1.194S SIMON 2. _ -V 115 5-7-14 -0-0 `�f�4i/� c0 Alp ®x. �4LTC LL 16.0 PSF Apr 20 Scale-.25"/Ft. REF 8427--69290 DATE 04/20/98 DRW CAcaw 98110022 CA -ENG SAM/G11H SEAN - 33654 FROM HC )RA) No. 00580 IT>o.LSMIIBe TC DL BC DL 12.0 10.0 PSF PSF * LL 0.0 PSF TOT.LD. 38.0 PSF Eapi DUR:FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF 8427--69290 DATE 04/20/98 DRW CAcaw 98110022 CA -ENG SAM/G11H SEAN - 33654 FROM HC (SHSTER-WALK IN STEVE SCHUSI TOP CHORD 2x4 OF -L 01 BOT CHORD 20 DF -L 01 NESS 20 DF -L Standard - T26 SPEC) THIS DNB PREPARED FROM COMPUTER IYPUT (LOADS a DINENSIONS) S6BMITTEO BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPOtT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). PLATES DESIGNED FOR GREEN LUNGER PER MOS -91 TABLE 7.3.3. M RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED U -).Q24.00° O.c- IN ADDITION, A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° 0.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2. 5X4 10 W2.5X4 a W4X4 E 1E 1 �� / yr l�•o-off I 5 5 7 1 I 5-T-4 23-11-8 Over 2 Supports R-1040 ".So R-893 W-5.5' 110, PLT TYP. Wave TPI -95 ROesi n Criteria: TPI STD CA/ -/11-/-/-/F Scale a.25' Ft. NA .IN)NG— l�fus RCtlINE EIIIOE axt 1N r Iucum. wRnu1G. 31IPPINO. IRTTALCUM ANO TC LL 16.0 PSF REF 8427--63291 sacllR. RtfD m RIDaI DntNtttAED nmUUUI ANO ReACM), 9Net93M RT TPI (TROTS rum 'INS Emile THESE fWNCTIIONS. VILEM OT260. R81UISSK INNDICATED. TOP CIM SMLL Hive ALT iRAACCHED AP 20 '9 TC DL 12.4 PSF DATE 04/20/98 PERSTO1cTUAL PAREIS. 00—N CHDAD SNAIL SAVE A FIRMLY ATTACHN OHIO CEKUNQ �' 0069006 gC OL 10.0 PSF DRW cA03R427 "110623..jmNTANT*V FUIISIF A COPT or TNS OtN e31ON TO WE IOSTALLATION CONTRACTOR. ALPINE MMEO �• RRoDKR. INC. SNAIL ERY IE 2120SIDLE FOR AOT OE91AT1012 TOM IRIS DESIGN: ANY FAILURE To BC LL Q!. 0 PSF CA -ENG $APi/GWH IIIILO THE TRV63Cf 0 CORFOUTN TV ANCc 0[I: as 0ADHCATlN0. RAROIINI. SNIPPING. INSTALLED ANO omens or awn. TNS USION CONITEOIs PITH ANLICAOLC PROVISIONS OF SIDS (NATIONAL DUTCH S►ECIPICATION PNRLISNEO (It IR[ ANEUGW EOREIT AND PAPER ASSRCUTION) AND TPI. ALPINE CUSECTORs ARE WE OF folk ASTS A03 G W Mf- STEEL, EXCEPT AS ROICO. APPLY C011E4TDNs To y TOT.LD. 36.0' PSF SEON - 33658 EACH PACE OF tMs. AND YILESI DnWgSE LOWED ON TRIS DESIGN, PNITIDN CONNECTORS "A OUR .FAC . 1.25 FROM KC' lS OIKANIU IUICATes ACCIP'TARC[ W PROFESSIOSAL U63KMNs oRATIROS IW A•1. TRK SEAL ON 1N pI'OdNCU. iAF RISPONSIOILRT SOLELY 002 THE TRL65 CQWONpT OESIGI y101d, lNI SUItAO1LI7T :P® WE Of TRIS Alpina�8 MM-Prc is CORRTOREAR FOD ANY PARTIL UAR RNL�M 13 TEE RESPOIBINUTT OF THE UILOING OESICAER. PER SPACING 24.0' Ax"ITN 1-1995 SECTEOR 2. (SHST£R-IIALX IN STEVE SCHU! TOP CHORD 2x4 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Stnoderd HULL - T27 SPEC) THIS DU() PREPARID FROM CONFUTER llfti (LOADS 6 OINERSIMS) SUBMITTED OV TRDSS HFR- (A).1X4 #3 HEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACS KITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. v NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. � IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00° �i• o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W40 8r W4X49 W4X12g Br CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949 AND ER -5352. RIGHT END VERTICAL MAY HOT BE EXPOSED TO HORIZ. WIND PRESSURE. W7X6-0 W3X4(Al) = W3X4 ® W3X6 = W3X4 = W2.5X4(R) n W2.5X4 4,� --18 W3X4,Qb, (A) (A) 7-0-12 9-0-0 W3X8 = W1.5X4 U Jro, COQ ; y 3-5-7 I I-11-4 I 9-7-4 t 6-9-3 _I_2-2 6J08pA� 23-11-8 Over 2 Supports R-1040 W-5.5' Ih893 W-5.5' �6V' Desi n Criteria: TPI STD ( CA -/I/-/-/-IF Scale -.25° Ft. PLT TVP. have TPI -95 R ••yAa,�l[6"• raums BEO011T ESYREEE CARE IN FAIRICATt'. eutaL. SRIFPIBR. IRSTISIRRO AN0 TC Lt 16.0 PSF REF R427--63292 11ACEI6. " TO Nt0.01 MANDLE04 IYSTAl UM AND MAC[10). PORLISBEO BY rm (TRDSS PLATE 14SnTOTE. $83 0.dWR[O DR.. SUITE M. W]SOB. HI 5"). FOR WITT FSACTMES PAIDR TO Apr 20 •9$ TC DL 12.0 PSF DATE 04/20/98 Pt""Ur 6 wast TQKT=. muss OntEkast I1111am. TO CURD VAL HAVE 140FBLY ATTAONED ND. CQ�6 ' sTRIRTRk fARELS. SWOM CMD 11D1LL HAVE A PROPERLY ATUtUED 41610 MUM "ONIOtTART•• ►URNISN A COPY Or THIS Pa[)OR TO THE [4SIALLAT14R tDNOtA=- ALP70E FUGO WO DEVIATION FAN fAILURf TO E��,y VON BC DL 10.0 PSF DRi' CAUS9427 98110024 THa TROSSts In CO[iFORMAMC( 1tDILIP10:kMY Wt B1 ttATIER. HANDLING. !113[00146 IXiTALLtNR I11 LL 0.0 PSF CA -ENA SAM/GWH —74SWLD OF TRUSSES. THIS DES1t1 Op1VtNU15 41TB AFYLICAiIE 12OVISIONS OF 513 (RA1[oRAL OESIGe * SPECIFICATION 011►]TOED BT TBE Ana Ca nRal AND PAOEN ASypCIATI60) A40 Tr[. ALPINE STTTL. [KEPT AS NDTEO. APnY CW40:CTOR3 TO OT.LD. 38.0 PSF SEQN - 33663 eIP,Ve�gl,ECdpW��IM ^.A S R�'CA9 R COD61CT913 ARE NIDE Of 10GA ASTM AS, G%OO OHL1. [Aa TACE Of T40SS. AND IINLESS RTHURISt LOCATED 00 TBI$ "Slam. POSITION CBJRECTOILS PER Il0 A -I. TIDE SEAL 01 THIS GRAMM INDICATES ACCEFTARH:E Of VRO►E3SIONAL EN6WEER10G RESHNSIBILITT fOLtET FOR THE TRDSS COHPOIIERT DES[iR SNOIs., THE SUiTAN[l RT AND US( 0/ TRIS CpgONErt COR AHT FARTECULAN BO[L0106 B THE SESPONSIMITt OF TBE BUILDING OESIGP!<R, EER ATE5I1PI 1.1"S SECTION t. OUR .FAC. SPACING 1.25 24.0° FROM HCttltA111NBi (SHSTER-WALK IN STEVE SCHUSTER/NULL - T28 SPEC) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W4 20 OF -C #1: PLATES DESIGNED FOR GREER LUMBER PER ODS -91 TABLE 7.3.3. Ln .� IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC b BC 43 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. 0 U-) "NOTE: PLATE MUST BE TRIMMED OR TEETH REMOVED TO PREVENT TOOTH PENETRATION WHERE PLATE OVERLAPS WITH 2X4 WEB MEMBER. $14X4 co rn L' 8r W060 W4X4(R) * *W5X14 sr W3X4(Al) THIS DUO PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED By TRUSS MFR. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. (A) IX4 STRESS US EQUALLY SPAC D.RATED ATTACHOWITHU(2) 8dTNAAILS RACING RIGHT END' VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W7X69 W2.5X4 (A) 0XB= N6X6W W2.5X4(R) U W3X4= W2.5X4(R) M 113X8® W -0-0-:J �8 \W3X4 1 g 11.5X4 N IL s 71 1 11-( I 13-7-4 12-9-3 I 4-2-6 _1 23-11-8 Over 2 Supports `I R-1040 V-5.5' R-893 W-5.5° A jpinp lengiuctedd PmduM:(F, 1= W. ALFER W N0.01 (HANCLIRO JnTALL]NQ AID BRACING). PM93UU 0T n! tmna raae TREE, W3 O'ONDfRIO oz.. WITS EEO. Moms. NE AT19). rai SAFETY PRACTICES PR10R TO RNNMB TNTSE 19MT9011T. UNLESS OTREAHISE INDICATED. TOP GOND NULL NAYS PROPEMT ATTACHED TMEmt PAIRS. BOTTOM C(MOBO SILALL NAVE A PBOPERLT ATEAMW RIGEO CIMLM(L ORTART.• rmmsn A COPY Of JIBS USIOR TD WE UMIULUITION CUTRACTOR. ALPINE ETMRTMEWO KSS. MC. 9ALL RUT BE RESPONSIRE FOR ANY OEVUT303 ERON IMS DESIGN; ANY FAILUE TO III Or TO $$ S. RSIENMIDI CWaaVO VITH APFLLIC►SU PROVISIONS OOfUU tHATI�lNG 110 OtS1CR TTCATION ►VIIISNFD BY THE AMERICAN FOREST AND PAPER ASSOCUTIDN) AND TPf. ALPINE :CTGRS ARE MOL OF XGA ASTN A05S 6240 QALY. STIEL. EXCEPT AS 0010. APPLY C00E1TUIS T( ►ACE 0r TINIS. AND IONESS OTREIYISE LOCATED OR TdIS 01310. P01111IN COniIEtTOR3 Pt0 'NO$ IW A -f. TRE STM ON TNI$ DIMISM INDICATES ACCEPTANCE OF PtOfCSS10N:1 [tl011K[t It M SISILITF SOLELY FOR TML TRUSS COIOORRIT MIGN SNEN1. Tet SUITABILITY AMO UEC W T0f MER fOA ANT PARTICULiA WIWI= IS THE RESPORTIBILITT OF IKE 00ILOING MIGNIR. Pa iS% 1.3925 SECTION:. _ 7-0-12 Scale =.25' Ft. TC LL 16.0 PSF REF R427--63293 Apr 20 TC DL 12.0 PSF DATE 04/20/98 6mp. 640olm, BC OL 10.0 PSF DRW CAUSR427 98110025 * LL 0.0 PSF CA -ENG SAM/GWH L OT.LD. 38.0 PSF SEON - 12595 ftR.FAC. 1.25 FROM HC SPACING 24.0' cn V A O a A C-3 Ax w w z c.5 z (n alr-RICHARD NEAL - t28a 3116-3/4 ft comn TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 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. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @24.00. OC W2.5X4 O W7X6(R) 4F W3X4 a 4� W1.5X4 W E=' L--2-o-oal w L 13-9-13 I -4-2-3 I 5-11-8 (. 23-11-8 Over 2 Supports I R-1040 W-5.5' R-893 W-5.5' m PLT TYP. Wave TPI -95 R Desi n C it .1 CV O'A O) CT Z w -T g A 5-5-5 8-0-0 cou �lpArf Ov Appi?E. - ALPINE Uploe llagtotproduela, I°a `��4GA95828 r er a. TPI STD —WARNING— R TROSSf1 AEOUIRE EITREME CARE IN FABRICATION. MANDL INH, SHIPPING, INSTALLING AND BRAtllc. A[/[N TO M10.91 (HANDLING lASTALIINQ AND GRACING), ►UILISNEO B7 TPI (TNYSS PlAif ItlSTITUTE, SHS D-OYO1110 OA.. SHITE 200. MADISON. NF 55)19), FDA SAFETY PRACTICES 11101 TO PERFORMING THESE FUNCTIONS. UNLESS OTAERNISF INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'* FUaiiSH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANT FAILURE TO a01LD THE TRUSSES IN COlFOaMAYCf WITH TPI; OR FABRICATING, HANDLING. SNIPPING. IASTALLII6 AND HSPE IF TRACINi OF TRUSSES. THIS Dts16E COd/OHMS WITH AIPIICAeLE PROVISIONS OF YDS (NATIONAL DESIGN CDNNECTORSIARE01 PMADESOF001 R06ATHE ASTHHA6S3S Ga4oCALI. STEEL. EXCEPTIASINOTED. TPI. APPLYALPINE C0114ECTORS TO IAco rici OF TRUSS. ARID UNLESS OTNFRYISE LOCATED 01 THIS DESIGN. POSITION CDHrfCT01ES PER 04AYlN6l 160 ♦•1. THE SfAL 01 THIS DRAWING IHDICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING CON►OYENTIF0IYANTLPAATICOIApEBUIlDIN6OISDTNE RESPOtlS1e1lITY OF TME BUIlD1Y6 OESIyEasEPEQ THIS ANSI/T►I 1.7995 SECTION E. pT,� W,t� 7 o * Sep 1 6 1 9 99 * �• CIVIL V QF�jµj CA - 1 - - - F TC LL 16.0 PSF TC D L 1 2.0 PSF 8C DL 10.0 PSF B C L L 0.0 PSF TOT. LD. 38. 0 PSF Scale -.250/Ft. REF R427--74720 DATE 09/16/99 DRW CAUSR427 99259010 CA -ENG A E B / GWH * SEON - 23252 DUR , FAC . 1.25 FROM MC SPACING 24.0° . (SHSTER WALK 1N STEVE SCHUSTER/HULL - T29 CARRI TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 :02 2x6 OF -L $2: . WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 0 RECOMMENDED CONNECTION FOR 6-0-0 TRUSSES FRAMING TO THE BOTTOM d CHORD ® 24. O.C.: SIMPSON LU24. _SEE CATALOG C-PT95H-1 FOR SPECIFICATIONS.RAILING MEMBERS HAVEIDENTICAL[UNLESS ) SUPPORTED LUMBER AND NININUN HEELHEIGHT In SUPPORTING GIRDER.] v SPECIAL LOADS --(LUMBER QUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) 'Tc - From 56 PLF at -2.00 to 56 PLF at 31.50 00! BC FrOIR 20 plc at 0.00 to 20 PLF at 21.00 i BC - From 134 O N {L} W7X640 414X4 It# THIS DW% PREPARED FROM CMPUTER INPUT (LOADS b DINENSIORS) S08HITTED By TRUSS T' (A) 1X4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH PITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, CONNECTOR PLATES HOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.0. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4•#3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' O.C. MUST BE PROPERLY ATTACHED TO TBE BOTTOM CHORD. 415X4 (A2) = +-0-0 2-0-0 13-9-0 4-0-0 13-9-0 31-6-0 Over 2 Supports R-2197 U-5.5 R-1506 M-5.5' 911FER TO all-" t� 167 O'mEOFNIG ON.. SU 1 TIESE IIINCTIoN6. uncs L PAULS. i01TOR 0=1 S ISS A Copy of INC.IRC. VKLIIDT K RESPO -maim IN 0WORMC[ ibim TORS ARE RAGS or FAat FAoI EF TRUSS. Am ORAMINGS 100 A-1- INR EerOd PmduCK Inc. RESPONSIBILITY SORELY H Al ileFA in CONi10N/NT FOR ANY PARTIi g,0=cmi%CA93Nu 0`1111iI 1.1995 =TION NSTALLING AND BRACING). rouLibmw v. -' 00. MADISON, ME 51710). MSAFETY PRACT(u PR10L 70 wilt IRD)CATEO. TDP CNDID SWILL NATE PROPEALT ATTAEMD YALE A PRWMT ATTRLtED RIGID CEILING. OES10R TO IRE IRSTALLATION CONIRACTOA. ALPINE VNIUMETRED jE FR Awl KV3&TITO TPI: OR rAORICATINB IILUDLUM. SNEPFROM THIS FIRR. (NAW STllll[NOEAID IFCRRS MEN APPLICABLE PROVISIONS OF NNS INATt(WAL =01 W FORST AND PAFER ASSOC1ATM) ANS T►1. AMINE ISLE/ OtATEO OBEEt. EXT TNIS pOCESP19Nu��- APPLY ii TO POSITION LOLNECIER DRAMO® INDICAILS ACCEPTANCE OF PROrESSIONAL ERGINEIRINB SIS INE RESPONSISILITI E Of Tiff BUELOIRGOESXGNEtTT AND uTHIS PER 1 r A®�444777 0 Scale-.18751/Ft REF R427--63281 DATE 04120/98 DRU VWS2427 98110019 CA -ENG SAM/614H SEAN - 33514 FROM HC GA TC LL 16.0 PSF Apr 20 ' TC DL 12.0 PSE ,Apr BC DL 10.0 PSF �.aaoa BC LL 0.0 PSF TOT.LD. 38.0 PSF �p �ypd� OUR . FAC . 1.25 LOADING SEE ABOVE 0 Scale-.18751/Ft REF R427--63281 DATE 04120/98 DRU VWS2427 98110019 CA -ENG SAM/614H SEAN - 33514 FROM HC (NEAL-NEAL / repete schuster/hull Job - T-30 P1GUT/LUMN YI-11VAL LUAU) 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. TRUSS SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02.04-00; SUPPORTED BY 3 TRUSSES. W7X66 W7X6k�, IMI3 UWU rHLFAMtu rMuPi wnrulLN 1nrUl (LVAUJ IN Ulntn3LVn3) al1OnIlILU Of In— nun. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**" 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. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.004 OC E9 1,0A D -S V.8-0-0 W3X6- 12-0-o,J I 13-9-0 I_ 4-0-0 _I_ 13-9-0 a 0 -yl J } 31-6-0 Over 2 Supportss ` R-1395 W-5.5• R-1395 W-5.5• PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/l/ -/-/-IF Scale —.1875"/Ft. ALPINE ' NP En�exzrdA958M lw SOCi0mC010. CA 9SSIB ••WARMIHO'• TRUSSES REQUIRE EITREME CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. AEFQ TO tl10.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 507 D'OROFRIO DR.. SUITE 100. MADISON. WI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMINGTHESE FUNCTIONS. UNLESS OTRIINISI 1NDICATED, TDP INOND SMALL NAVE PROPERLY ATTACHED AL PWEISBUTTON CXORD StlAIL RAVE A PROPERLY STNDCTUB. ATTACHED 11610 CEILING. ..IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESISR: ANY FAILURE TO RU ILD INE T1UISII 11 11WIOAMAN" WITH TPI: OR FABpICAi LNG, HANKINS. fNIIP IHG, INSTALLING AND allOF TOO "ESTHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN COMNECTOASSPECIFICATIARE MADION SOF Z. ASTM ASS] SRADHED Of THE AMERICAN RCALY. STEEL. EICEPTEST AND PAPER IASINOTED.O TAPPLYACONNECTOR$ TO LPINE* EAtp FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRANIRCS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIB ILI TT SOLELY FOA THE TRUSS COMPONENT DESIGN SROW1. THE SUITABILITY AND USE OF THIS ACamp NIS(11PITIF19SS1SEPAR CT 010ElAR BUILOIRG 15 THE RESPONSIOILITY Of THE BUILDING DESIBIEA, PER QFES� I Y1' Wyk TP 9 99 5 i34a� * TC LL 16.0 PSF TC DL 12.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 3 8 . 0 PSF REF 1427--35034 DATE . 08/02/99 DRW CAUSR427 99214020 CA -ENG AE B /CWC S EQN - 137696 DU R . FAC . 1.25 FROM E.0 SPACING 24.0" (nea4r-RICHARD NEAL - t31nn ) �. ..nvMu Gq Ur -L #1 BOT CHORD 2xx4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. W1.5X4 Cn D = 1T V fa a 2-8-7 o. 0 C.-3 o� C-3 W4 X4 a 1 8 W2. 5X4 4%, (A) 8-5-3 -0-0 Ir z W3X8 Es cs w W1.5X4 10 w 9-3.6 01-8-14 . d 1-9-11-10 Over 2 Supports---� I R-379 W-5.5" R-379 W-5.5 PLT TYP. Wave TPI -95 R 0 1 N C7) C7) 01 Tz: W C/] THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DTHFNslnxcl CIIRMITTrn Hv THuee ..11 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00. OC, BC ® 72.00. OC. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 31 L� a� DEP A�- P-Ppo V ALPINE �` ,'w Engin 1Lg1QDC(Ed �C„ �CA es n . SH P SHIPPING "WARNING- TRUSSES A[OOTgE EXTREME CARE IN fABR (CATION. HANDLING. Sq I►/]R6INSTALLING ANO IN IrL AND BAACING. REFER TO MID -91 FxIO (HAl.. SUITE INSTtDO. MADISON. ARD BRACING). ►U BL SAF BT Tit. (TRUSS PLATE 11RTITOTE. $BS DFUNCTION all. UNLESS HER SE INDI. II SSP(CHO FOR SAFETY PRACTICES PIIOR TO STRUCTURAL THESE FUNCTIONS. ORLESI OIHERMISA IAOICATED, TOP CHORD SRAM HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM C40R0 SMALL NATE A PROPIRIT ATTACHED RIGID CEILING. '*IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE CNGINE[RED P:GDKTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGOL ANY FAILURE TO ROILD THE TRUSSES IN CONFORMANCE MITI T►Ip OR IABRICATIMG. HANDLING, SNIPPING, INSTALLING AND OF ONUSSES. TNT 0[SIGR COY►ORMS WITH APPLICABLE PROVISIONS OF NOf (NATIONAL DESIGN SPECIFICATION SlECCIICATION pNOIISXED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TDI. ALPINE CONNECTORS All MADE OF YOGA ASTM ROSS GRAO CALI. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CAPP[CTCON PER ORAHINSS IGD A-1. TN[ SEAL ON THIS CRAICAG DEDICATES ACCEPTANCETnt SU PROFESSION " ENGIYEIRIHO REf►OMSLIII ITV SOLELY FON TdE TRUSS COMPOY[NT OE216Y SXOWO, TIDE SUITABILITY AY0 OSE OF Tllf AONPONIETI104 ANY SECTION 1. BUILDING 1S TIE RFSPOUSIBILITT OF THE BUILDING DESIGNER, PER t p w (-TP" S OO Eap8aDL'DOQ * Sep 16 1 999 * �. �•`IV11- 4S� gnu F TC LL 16.0 PSF TC DL 12.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LD 38.0 PSF Scale -.25" Ft. REF R427- -74862 DATE 09/16/99 DRW CAUSR427 99259011 CA -ENG AEB/GWH $EON - 23264 DUN. FAC. 1.25 FROM MC SPACING 24.0" (SHSTER-WALK IH STEVE SCHUSTER/HULL - T32 STUB HI TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. C) SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC - From 56 PLF at 0.00 to 56 PLF at 7.50 TC - From 102 PLFat 7.50 to 102 PLF at 10.00 BC - From 20 PLF et 0.00 to 20 PLF at 10.29 TC - 270 LB COAG. Load at 7.50 0 L"; CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTINGUSSESTO SEEK ADVICE BY PROFESSIONAL ENGINE RERECGARDINGECONVENTIONAL FRAMING.A pp ' IN LIEU OF RIGID SHEATNING: CV� TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SP, L2BETTER COHTINDOUSDALATERALBRACINGRIGID CSPACED 0 72EILING OR X O o OR MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD - W2. SX4 HORD. W2.SX4 0 T 2-8-7 1 -95 THIS DRG PREPARED FROM COMPUTER 16PUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR - CONNECTOR PLATES MUST BE INSTALLED -IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -6352. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT BE ERPOSED TO HORIZ. WIND PRESSURE, W2.5X4 0 614YA= N1.5X4 0 R-481 W-5.5' N1.7A4 w R-668 W-3.5" 7-6-7 I 2-9-1 _I 10-3-8 Over 2 Su'Por Deslan Criteria: TPI(STD) TC LL 16.0 PSF TC DL 12.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO, 38.0 PSF DUR.FAC. 1.25 LOADING SEE ABOVE ' ` . IaA(IYB. t[fEl 1* 119x91 tweaalea t1A1411tO AR111AnND1. PDausEEo by tri (rano BISt1i0TE, 511 OWNRID OR— SURE 200- MADISON- N1 sum. rat WC11 AACTICES PRIOR TOF/V 4,Ar PElr0Rr1>a TENSE FUNCTIONS. WLESS OTNE1108 INDICATE*. TOP 016710 $1ALL But PROPHILT ArlAcA1OSTRUCTURAL PANELS, BOTTOM CN016 S1ALL N><YE A PDOPItLT ATTU= 19611 (111.110. •INMTAMT� rERNISO A COPi OF TN1S OESIOH in TBE PISTALLAnOO CONTIA(TOL. ALPINE ETa1NetAE1 /uDDUCYs, INC. shut NOT 9t RISMSIBLE rax ANY 1ETIASION FROM 7113 DESIGN: ANY PAILIEE To 1DILDTIE YA11 ES Y EDWINA= YITa TPI: O1 tA11IE`ffW- HARDUIG,_SUPPIN6.INSTALUIS AND NNNNNNNG SNInCAT10N SP YUSM BYS. SM AARIBECAN FUEtTTAM APEAA AASSOCIA110Y) AND "I-(1ALPINE 0Ef1BN C011ECTORS ARE 1111E OF 200A ASIR A6i1 GM DALT. STEEL. ENt2T AS IOTEO. AWLT CONNECTORS TO 1AC1 rim 0< MUSS. AID UIRCSS OTHRMISE LOCATIO 01 THIS DES161- POSITION CONRECYORS ►Ea 1RAIIsOT 160 A-1. TOE SIAL IN THIS DRANIND INDICATES ACCEPTANCE OF "OrEISI Oi01L "OI1t1aon Alpin* O�jpa PTp�{7Cb.I11C. TRUSS UNPIRINT�FOR ANY ARTICULARLIvT SOLELY FOR EWI DI Cm SaTHETRESPONSIBIL�RT OF TOE 6UIDODDpIgIcH I. Tot SMTABILtDESITV GNERSEAOAr THIS 1560006 lo-CA91a2R ANSI/Tri 1.1915 SECTION 2. Scale 375"/f t. REF R427--63297 DATE 04/20/98 DRa CAISR427 90110029 CA -ENG SAM/GWH SEON - 33570 FROM HC I (SHSTER-WALK IN STEVE SCHUSTER/HULL - T33 MONO.HIP) THIS Duo PREPARED FRON COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NPR. TOP CHORD 2x4 DF -L #2 (A) IX4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BOT CHORD 2x4OF-L #1 BE EQUALLY SPACED. ATTACH KITH (2) 8d NAILS. BRACING WEBS 2x4 DF -L Standard MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. PLATES RESEARCH REPORT INSTALLED IN C#2949CI AND TH THE to ER -5352. a NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). C#1 HIP ORNER DESIGNED TOSUPPORT 06-00-00LLY JACKS WITH NO WEBS. AREUSE THIS- DESIGN FOR COMMON HIP TRUSSES @ 24.01oc. EXTEND In SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT CONVENTIONAL FRAMING IS HOT THE RESPONSIBILITY Of THE TRUSS EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS �• FLAT TOP CHORD WITH 2x4 HEM•FIR $3 OR BETTER 8 24.001oc. ERECTING TRUSSES ARE CA07IONEO TO SEEK ADVICE BY A LOCAL ATTACH WITH 2-16d NAILS A 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL CO110. SUPPORT HIP RAFTER M1TH CRIPPLES ® EVERY NOTE: REACTIONS R & R3 ARE FOR #2 CALIFORNIA HIP AND #3 05-07-14 FT. OC. CALIFORNIA HIP RESPECTIVELY. �. IN LIEU OF RIGID SHEATHING: L TOP CHORD TO BE BRACES BY PROPERLY ATTACHED PURLINS SPACED ®.24.00' I.C. IN ADDITION. A RIGID CEILING OR 2x4 ;q3 H.F. W3X4 W3X10 a 141.5X4 R W OBETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00` a.c. MUST BE PROPERLY ATTACHED 70 THE SOTTOH CHORD. 3 CD 8 r 4-0-4 '!Z +9-0-0 1f2.5X4- W1.5X4'd W 6Q W4X4(A2) m � r c0jj'-q% L<-2 -0 -a-a!j *I P I 6-0-7 I 10-5-9 _I "Iq 01/ 16-6-0 Over 2 Supports 'i, R-1346 W-6.6' R-1397 W-I.S' Q R3-861# R3-892# PLT TVP. Have TPI -95 R De s1 n Criteria: TPi ST0 CA/ -/l/ -/-/-IF Scale m.375• Ft. • AOatxG'� TRaf6Es 1"WillE r"90 URE 1R FADRINTIOs. IDII xim. 3K1rPIBa. 1431401c. AHD TC LL 16.0 PSF REF R427--63284 F-4 BBACIBO. BETER TO KIR-sl (mmin 1KSTAtIE"a AND /FIC110). PORLESM BY 13`1 (TRUSS PLATE 111511 -mm. 3B's 11010ron0 DB.. son 208. Matsu. 111 "1"). fa SAFETY PUCx10E3 PRION TB rEUONNt 1 TBlSE rwcTIM. =tR$S OTIaRn$E INDICATED. TOP OIDRO M71LL RATE PROPERLT ATTACKED, Apr 20 19 TC OL 12.0 PSF DATE 04/20/98 STRUCTURAL PANELS. SUITM CRRoItB sent RAM A rAOPCAIY AMCEED RISIO CHUM no. COQ BC OL 10.0 PSF DRV CAUSR427 98110016 •I"0j TARI— ronE3U A COPT or M3 RESIBR TO TRE DMTALLATIBs CORTRACTCR. ALPENE EIAUKEREO PAODOCTS. w. SHALL ROT BE RESPORSISLE FOR An OEYIATIEB FROR MIs "SEC'* An FAILOAE TO RIP." BUILD TRI VILUSEs IN =KFMMVCE RITR TPI: 02 FABIICATISB. RAINILLNG. 3RIPPIBO. nISTALLIEB ASD LL 0.0 PSF. CA -ENO SAM/GNH TUTIOR hlsl[il® BYSTHESAREAIUR102 �rOREST AEN PAPERBASSOCIATION) ARD TFII. 1ilPME LE ft"CS30135 Of RIS CONROOAS AER RADE Or 20x1 AST" A$AI GREG OALT. STEEL. EACUT AS RDiED. APPLY CINUIECTOSS TO OT. LD. 38.0 PSF SEAN 33546 TimORARQI FACIE EIi0 TRUSS. t =- AND TIUlmi[ALSM Ts[01 1 S1SE LOCATED 43 DAA+aHa WDICATES3AC:C[PiI1RCE OFTPRWEION S 10A�11�ER6[iEERt>ta app OUR. FAC . 1.25 FROM MC Alpine Engincored Prodmps,� RESPONSISILM SOLELY FSA THE TADS$ COKPORM OESIU Seo"' THE SVIIASILITY ARD USE OF TRIS S.a.meRm.cAys>nB COMMENT TD,& Aar PARTKUTAR BOILDIB6 19 THE RESPDIISIBELITY OF TIM 811ILDIRG OESIGHER. PER SEE ABOVE A161/1P) 1.1995 VICTIM 2. SPACING __ (SHSTER-WALK IN STEVE 5LHU5MK/HULL - 134 ItKM Hlr TOP CHORD 2x4 DF -L $1 IBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W3 2x6 DF -L $2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (ADDITIONAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - 278 LB Conc. Load at 5.75 10 PSF SC LIVE LOAD PER UBC. 275# _ W4X4a of W2.5X4 0� rr— ov T011ce ARCO ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER. AND MODIFIED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (W)THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPH, EXPOSURE B, 0 TO 15' ABOVE GROUND HEIGHT. W2.5X4 4�, -2-0-0-� L_ -2-0-0.-j 5-9-0 _Ir 5-9-0 J 11-6-0 Over 2 Supports J R=688 W-5.5' R-688 W-5.5" _�,3y 11-0-0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA/ -/11-/-/-/F Scale -.375"/Ft. ,F,, ^'Y� 98 ��" •'WARMING••TRUSSES REOUINf EXTREME CARE IN FABRICATION, "An DLIRG. SNIPPING, INSTALLING AND NNACIN.. REFER TO 810.91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TAUSS PLATE INSTITUTE, S87 D'ONOFRID DR.. SUITE 100, MADISON. NI 57719), ►OR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTYEAYISf INDICATED, TOP CHORD SMAII HAVE PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 81610 CEILING. ••IMPORTANT•• FORHISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEIED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 10 COMFORIUNCE WITH TPI; 02 FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS METH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF YOGA ASTM A6S7 8840 GALV. STEEL. EICEPT AS NOTED. APPLY COORIC70AS TO EACB FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 100 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 91SPONSTOILITY SOLELY FOR THE TRUSS COMPONENT OESION SHOWN. THE SUITABILITY AND USE OF TNIS COMPONENT FOR As ►ARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI l•199S SEPTI On 2. (.�... ESSIp r EP• CLP_ �f�D '9a 5 W Gam * * r. TC LL 16.0 PSF _ TC DL 12.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 38.0 PSF REF R427--26869 DATE 07/07/98 DRW causa427 9918e002 CA -ENG AEB/CWC SEAN - 43600 - D UR .FAC . 1.2 5 FROM M C SPACING 2 4 . DI" (SHSTER-WALK IN STEVE SCHUSTER/NULt - T35 STUB TOP CHORD 2x4 DF -L $1 B07 CHORD 20 DF -L p1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CCV a SPECIAL LOADS ---(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1-25) TC - From 56 PLF at 0.00 to 56 PLF at 8.42 BC - From 28 PLF at 0.00 to 28 PLF at 8.42 W2.5X4 T 1-4-13 1 W4X4 E W1.5X4 m X4 4� TI1.DA14 u L. 4-2-8 I 4-2-5 _I --8-5-0 Over 2 Supports--� 9-353 W-5.5' R-353 W-5.5' T 1-4-13 *11-0-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SBBMITTED BY TNOSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE UITH THE REQUIREMENTS OF 1.C.8.0. RESEARCH REPORT J2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF AODITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: 70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 8 24.00' D.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00' O.C. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. PLT TYP. Have TPI -95 R OYAl9tt/T[Odesi n Criteria: IPI sl YYIM(Ia-- TROSSU REOW21 EIIR[N[ CARE IH . NAHDLI�. 391►PNO. I[INSTALLING AID IAAC110. REFU TO NIO-91 4111DLMO IBTAIL[OC AND NRACIAll- "OLSSI® !T TNt (TMM OUTI [NSTIT=. 583 A'ONOFAIO OR.. SYiIE LOA, tU01S011. W Sint). FOR SAFETY PAICRCES mica TO Ur "a TIES[ FCIICT191S- DILESS OTA[RWSE ]IDICATTO. TO 01010 SMALL HAVE ►IOPLBIT AttAWEO YTROCIVILAL PABLS. OPTION CHOID SMALL IAT[ A DROPERLT ATTACREO 91010 CERING. -INPORTAIT— f11LN1SN A COPT OF THIS DESIGN TO THE ENCIALEATIOI CONTRACTOR. AL►IK 014311 ID PR00UCTS. [AtSHALL IDT Of RISIOSSIILE FOR ANY DEVIATION F/D9 THIS DESIGN; ANY FAILURE 71 SUMO In TRViW3 la CONOOImistt VITO TPI: OR FASIICATIIG. HANOL190. SHIPP110. 05TALL110 AID SPECIFICATIOONNEPOILIStEN $I vE�Ainic 1is 0FOORESTIAS �AIDD WEN ASSOCEATI AND T►(.APPLUAKE PROVISIONS OF III$ (NALPTIR AnONAL OES1G1 CON ECTDIS Al! AARE OF 20EA ASIA ANSI 6210 6ALr. STEAL. EECEPT AS IOC[D. APPLY CO101E4CTORS TO EACH PACEOf /1(051. AID UNL[SI STAERVISE LOCATED OR TNIS D[SION. POSITION "WICTOIS PEI OAAOIIOS Jif A•E. THE SIAL 91 THIS PRANIHIS INDICATES ACCEPTANCE Of ►lOF[SSIOM ENDINlIRIM OF AlpinoIinsllleeledP1DduCb,� COOmOH[NTIFit ANY LITT LPARTICOLARKY NOR [OOILOINGTIOSS GIS TION RESPONSII[L1TT W THE OUILDIND[TY OCSILVA.tPER TRIS SJcemmio.CAM28 ANS[ITFt 1-1195 3UT[ON 1. 3 � CAI-/11-/-I-IF Scale -.375u/Ft. TC LL 16.0 PSF REF 8427--63299 b5 TC DL 12.0 PSF DATE 04/20198 as 8C DI. 10.0 PSF DRW CM39427 99110631 j lL 0.0 PSF CA -EN& SAM/GWH 0T.L0. 38.0 PSF SEAN - 33579 UR.FAC. • 1.25 FROM MC SPACING SEE ABOVE ~ (SHSTER-WALK IN STEVE SCHUSTER/BULL - T40 SCISS) TOP CHORD 20 DF -L #1 BUT CHORD 2x4 DF -L #lbBet. :82 20 DF -L $1: WEBS 2x4 DF -L Staodard :Lt Stubbed Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. a CALCULATED HORIZONTAL MOVEMENT OF 0.22' CUE TO LIVE LOAD AND 0.34' DUE TO DEAD LOAD. 0-8-8 115X6 t..., W4X6 (R) iu THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUaRtyrEO Of TRUSS MFR. CONNECTOR PLATES BUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" O.C. wucT oc Do norm y ATTACHED TO THE BOTTOM CHORD. 1- L1(2) SX6 (F5) t�, 10-3- 10-77-0 �! 20-10-8 Over 2 Supports _I R-856 If 1.5' R-856 W-3.5' TYP. Have TPI - Alpine Sl��G �� IoE: Design Criteria: TPI(ST TNGSSES A[DOME ENTan CAR[ 18 W18RECATTOA. 001.01G. FLIPPERS. 1UMING ATM A6EA 70 110.11 (NANOL310 11STAttl4O AID magma). FTaLETKED IT III ITIOS3 PLATE E, 633 010161`110 DR., MITE 200. WISOR. NI 5:173t). FOR SAME PRACTICES PRIOR TO sa IMSE Fi6CTIONS. CHUGS OTHE6NESE 1901CATE0, IGO CHORD SML RATE nQULT ATTACH A► PAMULS. 661TO CHM SWI. OATS A PAOPERLT ATTACKED R)GED+ CEUIN6. Aw- FT2(RES1 A COPY OF Tan RISING TO THE 1RSIAAUTIOI CONTRAMCS. MGM (HBMEEAED at. WML AIOT BE K$tG 70LE FOR AN DEFIATI63 FROM I'M DESIGN: AMT FA7LURI TO JE 1603313 E1 OONFORIIANCE BITS THE OR FAIRK►T1NO. HANDLa10, SRIFFINA, INSTALL@0 ARD a TIOSSOS. ' TNNS 0111011 HNS COIFOWITH XPPLIC63LC PROVISIONS OF 101 (NUEOBAL OESEON ATING FUNLEM ST TR1 6181R1CA1 FOREST ANO LAPIN ASSOCIATION) An TPI. ALPINE 33 ARE Kilt OF 206A ASTM A553 G2/0 OALV. STEEL, INCEPT AS 901E0. AMY C01ECTOIS TO E of TRUSS. AND USUF3 011118111 LOCAM ON THIS OES16R. POSITION CORRECTORS PER I60 A•2. THE SCO: DA TIES OMAN IM FROICATES ACCMAKE OF PURSSHINAL ONOLIERIN6 OILITT %"LY FOR THE TRUSS COMPORENT DESIefl SHOWN. THE SUITABILITY AND HSI. Of TAILS Q FCR EDIT PARTICALAR BUROTAO IS THE R63PONSIOILITT OF THS BUILD= DESIGNER. PER 1-7!95 SECTION 1. 0-6-8 4.9-0-0 -9-0-14 ppnuvej) CA 1 - - F Scale -.25n/Ft. TC LL 16.0 PSF REF R427--63301 IGas TC OL 15.0 PSF DATE 04/20/98 BC DL •10.0 PSF DRN CA02427 98110033 * LL 0.0 PSF CJS -ENG SAM/GRH OT.LD. 41.0 PSF SEAN - 33583 DUR.FAC. 1.25 FROM. MC SPACING 24.0" 1SHSTER-HA1LK IN STEVE SCHUSTERIHULL - i40A 5t: TOP CHORD 2x4 DF -L f1 DOT CHORD 2x4 DF -L f13Bet. :02 20 00-L #1: WEBS 2x4 DF -L Standard :Lt Stubbed Hedge 2x4 OF -L Standard: 'PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. W3X4 # 9.98 F �-J 7 WI.5X4 H 0-a-8 P/ W5X6 (61) '6 _.._ ____.-__ ___.. -_ ......_ ......... . AtueYeI—C--171CR 6V TRII-�Q Wen CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. MOTE: BC CHECKED FOR LO PSF ADDITIONAL LIN£ LOAD ACCORDANCE WITH TABLE 16 -9 -SPECIAL LOADS (1994 UBC). WARNING: FURNISH A COPY OF THIS ORAYING TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SNIPPING AND INSTALLATION OF TRUSSES. SEE RNARNING' NOTE BELOW. W4X6(R) 11 IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED /i/%%��C\ 4! 24-00" O.C. IN US LATER. A RADIO CEILING OR 2x4 jk3 H.F. OR BETTER CONTINUOUS LATERA! BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6= WU41# 82 7 � W1.5X4 H W3X6(F1) -%- 11-7-�1 I 10-9-0 _l 10-3-8 21-0-8 Over 2 Supports _I R-850 W-1.5° R-975 H-5.5° PLT ITP. wave Trl-7aim _ EA�,r wAIYIN91- MAMAS MLIIIIIRE E1tT AM CARE IY FALRICATIOY. BAUUN4 SH tPPIIG. INSTALLING ARD�IRICIMIL REFER To "101-81 (MANTLING IOSTALLIMR WD DIAEMO). PUOLTSM(O DY WI (TRUSS PLATE INSTIY01I[. Sol WGII)FRIO ex., SPITE X00: MADISON. TI 5S7Rf). fMt SUM PRWIJCES PRIGIL TO PERFOMIIUTNESEIOR[TIGaS.UIESS OTW"E%E 1IDICATEO. TOP *no TALL RAPE 9ROPULT ATTACHED 2D 19LTRUCTUAL PANELS. ROTTOM CRUD SHOLLL HAVE A PROPERLY ATTAEMET RICER CEILOM. 068006•1"MrARF•• /UIYISN A COPY OF THIS DESM TO TOE INSMIATTGN C071TdCTOR, ALPLw ustotmaO1Y>i0Flown. INC. SLULLL M ME RESPONSIBLE FOR APT DETIATICDI FROM TRIS DESIGN; ,ANY EAILINE I WINTYE TRUSSES IP CONFPRMAYCE WITH TPI; OR FABRICATING. HIAN0L1R1. SHIPPLNO. INSTALLING AND RHACIRD OF TFA=S. TIES CESIUM CWORNS IM APPUCAMEt PROVISIONS DP NDS (HATHORAL DESIOH SPACIFICATIOR puRtSMQ MT THE AIDE UR FOREST AID PAPER ASSOCIATION) AMO T►I. A11IICONNECTORS ARE MADE Of EISA ASTM AIST ORA1 DALT. STIEL, EXCEPT AS ROICO. APPLY U.KCTOMS TO [ACA FACE OF TPVSS, AO INLESS 071ERNISE WAXED W THIS DEStGN- POSITION CONNECTORSPEt 02LUMS ISO A -I. INC SEAN ON THIS CRAVING INDICATES ACCEPTANCE OF PRMESSLONAI [IOIY[LM1W Alpine FASInetredPwductS.Inc- ALSPORSIDILITY SOL[LI FOP TAE TIM COMOOPINT DESIGN SHOW THE SOITAMILITY AILD USE OF nas $MCifmfNNO, CAi±a7$ COMPONENTIfTPI 1F1R9S SECTMIOLCZ.M BUILDLNG IS THE RESPONSIBILITY OF Tat 00119116 DESIGNER. PER -�- L -(O P- -0-0-0-14 Q11M O O A0 QAC 'sem' CA/ -/I/ -/-/-/F Scale -.25"/Ft, TC U 16.0 PSF REF 8427--63300 TC DL 15.0 PSF DATE 04/20/98 8C DL 10.0 PSF DRW CAUS9427 90110032 BC LL 0.0 PSF CA -EMG SAM/GWH TOT.LD. 41.0 PSF SEQM - 33587 DUR.FAC. 1.25 FROM MC SPACING 24.0' `• (nealr-RICHARD NEAL - t40Dnn 21.6 Spec scls TOP CHORD 2x6 OF -L #2 :T2, T3 2x4 DF -L #1: SOT CHORD 2x4 DF -L #1 NESS 2x4 DF -L Standard :W4 2x4 DF -L #1: IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W7X6a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 11T14r Nem. . CALCULATED HORIZONTAL DEFLECTION IS 0.42• DUE TO LIVE LOAD AND 0.58- DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00" OC. - - DEFLECTION MEETS Lj240.00,LIVf.AND L/,18DGp.-TOTAL.•LOAD. J 7 Wz.5X4 ' . A 7 L. o W3X8� oma. W2.5X4 (F6) 0 0-.:11 W2.5X4(F6) 0 w W2.5X4 (F6) e W4X4(D1) 0 Q2 z w I1-6-1 9-4-7 L 10-3-8 d 10-7 0 _ 20-10-8 Over 2 Supports R-790 W -2.5- R-796 W-5.5- PLT 7VP. Wave TPI -95 R Desi n Criteria: TPI STD ^. •YAAMCA6•• TNYS SES NEOUIgE EITR ENE CML IN FASRICATIOV. HANOI IMG, SHIPPING. INSTALL 00 (1G AND 1 INSTITUTE. AE FEN TO 10FRIO (YARSUITE 1RSTALLIA6 AND BAACIYGI. PUBLISILD BY TPI (TRUSS PLATE INSTITUTL, SNS D•010fNI0 DR., SUITE C00, MAOI SOY, YI 57719), FOR SAFETY PRACTICES PRIOR 'L TO [T PERFORMING TYLSE FUNCTIONS. UNLESS OTtlLRYIfE INDICATED, i0P CHOAD 3NAll NAYC P0.0PEALT ATTACHED O3 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED R16T0 CEILING. Olt 01 PRODUCTS.URINC. SAALL lGOTis ABE copy RESPONSIBLF FOAG1AtlY To TO[1 INSTALLATIONATION FROM TCONHIS RECTOR; ALPINE NY FENGINEERE ./ LI7 ALPINE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; ON FABAICAT116. NANDLIN6, SNIPPING, INSTALLING AND BStIcIrlRACING OF TgOfS(3. THIS OfS16M CON/DBMS VITO APPLICABLE PROVISIONS OF AOS (NATIONAL DESIGN CONNECTORS AS MADE ON SOFOLOGABy THE AM A653All FOREST AND CZ40 GALY.. STEEL.REICEPTASSOCIATION) NOTED� TPI. AIPLTALPINE CONtlCCT00.S TO y C1. LAC1 FACE OF TRUSS. AND Y1L[SS OTHERWISE LOCATED pY THIS DESIGN. POSITION COANfCTOR: PL0. R "3 •Yl>Xp,E,E�Lg—I0`OL.J-Cd Pro&, ,. b , RESPONSIBILITY SOLELY 9-13 .11A GS ITFOR IE STHE TRUSS IAL 0,ICOAPOIFCc"NT Df SI6YS GNAWING Tftl0YY�EPTATYE SUI TAB II ITYNCE OF OAAD USE IOPfitlIS ` '^�""'�+�.� 95828 ANSI11711111E 199 SNSECTIONCP�AN BU110Itl6 IS THE SESPONSIBILITY OF THE BUILDING DESIGNER, PEN _ 0-6-8 �-0-0 Tyo g 1 �e-1-7 {�� G TV 4 0� Al,P CA/-/l/q F Scale —.25'/Ft. TC LL 16.0 PSF REF R427--73302 TC DL 12.0 PSF DATE 09/15/99 BC DL 10,0 PSF DRW CAUSR427 99258006 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 38.0 PSF SEAN - 23234 DUR.FAC. 1.25 FROM MC SPACING. 24.0° (SHST£R-NALK IN STEVE SCHUSTER/HULL - T41 CANT SC TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 UEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC - From 62 PLF at 0.00 to 62 PLF at 23.10 BC - From 28 PLF at 0.00 to 28 PLF at 2.50 BC - From 20 PLF at 2.50 to 20 PLF at 21.50 � 415X4= 0 W2.5X4 0 9.98 r NSX6a W4- 7 W4X410 W2.5X4(F2)N2X4 U N2X4 II W2X4 W1.5X4 D k., -2-6-0->j THIS DWG PREPARED FROM COMPUTER INFU (LOADS b 8IHERSIONS1 SUBMITTEO BY 11LUSS MFR. CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949 AND ER -5362. THIS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE. NOTE; BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 USC). CALCULATED HORIZONTAL MOVEMENT OF 0.110 DUE TO LIVE LOAD AND 0.17' DUE TO DEAD LOAD. SEE DRAWING All$ OR A115/E FOR FILLER DETAILS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M4 e1 7 L' W1. 5X4 M W4X4(F1) 44, LLSW 2-11.8 18-6-e 10-9-0- + 21-6-0 Over 2 Supports 'I R-1022 W-5.5' R-860 W-5.5° PLT TVP. Nave TPI -95 R Dest n Criteria: TPI ST gay IM.�� i1Ufs[31 REOU[1E KKTRENE CARE UI /A31RlCAT [091, tlG,. SHIPP IRO. WSTALUIG, ST RAMUL WIR t0 111.91 (BAIgti1G, 113TALLIn AID BRACU[G,). PH 13M LY M (TIM PIATE INSTITU'S[, by 1'ORURIO ON_ SUITE 2431. RADISOD. NI 03no). FOR SAFETY ISACTICES P01n TO TUM QS.SUTTON UM sHA1.lL SkU3► INDICATED- i1LCRt0 014M EISZ- DDPtiIY ATUChED STKKVJM 'II/ORTAM%& /UI1[s8 A COPT OF SIS DES1E1 TO TRE ERSM&ATION CMTSACTOR. AWK E101NEIRED pa=XTS. EIC. STALL ROE IS RESPONSIBLE 601 AWT OEVIATIIU FROM THIS DEn II: ANY r"LURE TO GO1t0 THE 11BUR In COAH'OWIAICE RITZ TPI; OR FAMICAT111. HASKINS. SHIPPE111. INSTALLING, AID IRNEIRV OF TUSUS. Tug OE3 HN COLS it! TV AMSKCIFICATIA1PMt9" OYSTIE ARDICCNIFOFOREs111U FAKA ICAILASSKIAT90M ASO TH.�ALFIN AXIOM DEK19! EEAC9 FACE 9FF11►OtS. AIM UNLLSOGAESSTSTUMISLELOCATEO OA THIs iKsEG,Y CEPT P�IEriion CORRECT= no ORS � DAAHEtlOS 160 A-E. THE SEAL 01 THIS O%M HB MICATE3 AMEPTAKE OF PARFC1110"AL E11IHE'ERUM AIpf1EeE},BlaeeredpE°alxtl,I>la cosNPpORtII>iTIF02 ARTSOLELY PARTICULAR BOIEOIHS 1SOTNE RESPOInsiorLITT W THE aUtLDIk9I11 AM We Of cesiu . PER T119 Samwea[O.CA, 9M ARS[/TPI 1-E995 SECTION E. _7 (_h 'J urp /91 c0kfj, SPS �..�, Zq tin - A - - - r PIA TC LL 16.0 PSF 19 TC DL 15.0 PSF as N BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 LOADING SEE ABOVE REF R427--63302 DATE 04/20/98 DRW CAUU427 96110034 CA -ENG SAM/GWH SEON - 33591 FROM HC (SHSTER-11ALK IN STEVE SCHUSTER/NULL - T42 CANT SCISS GE TOP CHORD 2x4 OF -L #1 :T1 2x8 DF -L #1: BOT CHORD ZX4 OF -L #1 NESS 2x4 OF -L Standard :N2 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. v DEFLECTION HEFTS L/240.00 LIVE AND L/180.00 TOTAL LOAD: 10 PSF 8C LIVE LOAD PER UBC. M . (K) 2x4 DF -L b1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 214 ALPINE PLATES -0 24'OC. THROUGHOUT PLUS HEEL PLATES AS SHOWN. • W3X4 00' 0 r -I r` M I rn 9 in w W3X69 W3X645% 13X6- 0-0-4 9.98 ;W4X8 4� T il' J 7 W2 U (01) N2.5X4 - 7 THIS ONG PREPARED FROM COMPOTER 111P117 (LOADS t OtNEBSIONS) SUBMITUG BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (12d -box --nails) TOP CHORD: 1 ROW 0 12" O.C.- BOT CHORD: I ROW 0 12" 0-C. WEBS : 1 ROW Q 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SEE DUGS A115E. A115/R AND 884,080 FOR FILLER DETAILS. SEE GABLE DETAIL DHGS FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC & BC 4 48.00" OC. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND SIDING LOAD NOT TO EXCEED 10 PSF TO ONE FACE OF TRUSS ONLY. 1 9.98 W2X4- V W2.5X4(Fl) � 19-0-0 �2-6- 0-110-11-I1-0 33-4-0—-2-8-0j 2-11-6 18-6-8 10- 9- u• �}F 10-9 - " 21-6-0 Over CONTINUIOUS Supports R -11L PLFW-19-0-0 Note: All Plates Are 11.5X4 Except As Shown. Designteri PLT TTP. Nave TPI -951R R,.e„»a stilPo� .VA IL PEN: Alp[TmCIp14�S8 8 Lu. atAGINN. Ufa To FIJI -91 iNA"LING INSTITUTE. Sit D'MFR10 OR.. SNIIE fufoRitBL TSESE TOBET{ONS. UIUESS 0 s u0wi.riYT:i�/T@R A aPTO 9F IN ■ TOM. THIS MIGt COI TION FOBLMEN BY Tilt AfnIt 1 Alt NAGE Br 20NA ASTM A660 OF TRUSS. AND UNLESS 07HERW 160'" . TNI SEAL ON THIS I11TT SLtIT FOR' TUE auss C FOR ANT PARTICULAR BUILDING I'1ff1 SECT -100 1. E (TRUSS PLATE IUOtSON. 11 633710Igg AIM ). VON SAFETY pmTsats OT PkPkkMCES MON, TO IR INPICATED. TOP CROR9 SBALL HAVE PROPERLT ATTACHED [ A FROPEDLT ATTACHED RIDn CEILING. It= TO TRE IMAUXIM CONTRACTOR. ALFINT INGRUEAtO At ANY OETIATSON fRON TO0 DtSWW ANY rA0.URt to •0A FABRICAUSIS. BIINYLINI. SH1f M. INSTALLUM AND iS WITS APPLICABLE f1011IS19BS 09 NDS (RA711tAL OES41UI WEST AND PAM ASSOCIAT30N) ANO TPS. ALPINE D QALY. STEEL. IICEFT AS NOSED- APPLY CVXZTOPS TO) LOCATED am THIS OMAR1. POSITION CONNECTO S Ptt NINE IIGTCATES AKEPTANCI or PiOYESSIONAL E00I5E01714 NEHr OESIGI SHORN. TOE UnTABILITT AND USE OF THIS THE HESPONSIOTLITT OF THE MCO100 OLSIGNti, Pik —V 9 ...9-0-0 r 13�%� CQ ACIApp ' L/P�'' :. w 1 wk 1 - - r TC LL 16.0 PSF Apr 20 •98 TC DL 15.0 PSF NO. cosua ms 8C OL 10.0 PSF 8C LL 0.0 PSF L•N11+ �Qc TOT.LD. 41.0 PSF _ DOR.FAC. 1.25 SPACING 24:0" Scale-.25"/Ft. REF R427--63309 DATE 04/20/98 DRW CAM427 98110056 CA -ENG SAN/GWH SEQN - 12598 FROM NC c-, - -L'! (SMSTER-VALK IN STEVE SCHUSTER/HULL - Hl HA TOP CHORD 2x4 DF -L 01 BOT CHORD 20 DF -L ¢1 WEBS 20 OF -L Standard i PLATES DESIG 191 NED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. �D . FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016. A625.376, 847,045, OR 3.045,610. W4X4 a �6 9-0-0 WL.5X4 9 1f2X4(Al) s W2x4(Al) 011 TRUSS BELOW 0 -iii 3-6-9 Over 2 Supports, R-147 W -3.S• R-147 H-3.5' TRIS DWG PREPARED FROM COMPUTER IRPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRM MFR. CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PLT TYP. wave TPI -95 R Desi n CrIterta: TPl 5 1 U 1��• SAUSSIS IMIK WHENCE CARE 11 FAIIICATIQN. BAI®LtaO. SIUPPIRS. 1NST e6 ABB DRACE�. Iff[I TO 8[6-91 piket.116 INSTALLING AD SWIM. PUBLISHED 81 TPI (711121 PLATE IP�otxieb Ti[tt Tm01caTRis EWuust =rtNt�il �DIiATw. �v�aam s�iulli aETiti[PPoPnEataiT A�TiD2 To 4A�r STwAIMUL FUELS. Donato Cm= SBALL HAVE A PROPEHIT UFAMED RIUD CER11G. `IIUPoRTAIT•• FIRYISH. A COPT Of 7NIS 0[31/81 TO IME INSTALLATION CONTRACTOR. ALPINE IMMEE1E0 FAUUOX TO BpRoptKM 1K. SUM& jai of UILD M INUSSIS 1I OUCIDNADCE VITO 1PImNFAENIGT B6. Y DEVIATION EWMLOR B4 IS SYIPPPIIN6. RMLLIND AND BRACuo V MUSSES. THIS 1EST411 COMOR6S MITR APPLIC/ILE PNBEISIGNS 6F NDS (NATIONAL DESM sP[Clnt►Tto1 POILISPtD /I TRE ADMICA1 FOREST ARD PAPtR ASSOCIATIONS AID TPt. &PIKE 1"m r CI Or EtNUME33. AD UNLESS OTBESRtaSE,ROUTE) ON THIS GET[6N.EKCEPT SPOS1�6Y CONNECIORSS PEA K � DIA1110 I50 A•I. THE SEAL 09 THUS DRAN116 INDICATES ACCEPTANCE 01 PROFESSIOIAL KIWNCElIYB Alpine Engineered Ptodu— It" INPOSSISILITT SOLELY PDX TUI TRUSS CORMHENT OtSIM SHOWN. TBE SIRAPILET1 AND tW OF THIS S1CU1aleNIo.CA93I� Co0UP0EEBT FOA ANT PAOTICOLAN BOILDIAB IS THE R15PORSIBtL11Y Or THE BOLLo1N0 DES1611A. f[l ANSI RPI '1-16P5 SECTION E- No j TC LL 16.0 PSF TC DL 12.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.2S SPACING 24.0' Scale -.375°/Ft. REF 8427--63326 DATE 04/20/98 DR W CAUSR427 98110064 CA -ENG SAM/fiVH SEON - 33853 FROM HC I (nealr-RICHARD NEAL - TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L 01 hat ) THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS M. nrucuem— PLATES-DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3-3. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, P625,,376, fA1..4.45,.3,,O45,810, OR 591,670. -- --•--_......� o. Mnuaa nrM. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC, BC @ 72,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, H W3X4m 9=1 8 I— e O q 0-0 a W2X4 (Al) e rW� W2X4(A1) a z c7 I 1-0-3I 1-0-3I 2 0-6 Over _ P orts I R-90 W-5.5" q4 R-90 W-5.5" !Z� PLT TYP. Wave TPI -95 R �. ""11ARX1 NC" TA USSIS NIOUIRE ES TREMf CAME IN /ANIIGT[OO,e tlANOI NOsign Criteria SN P @ Gi aYSTAT% 0 AIM BRACING. N[!EN TO tl10•pl (HANDLING.,SUTE 2JUST 00.HLIIG AND IAAC637), PUBLISHED BY iPt i INSTITUTE. SBS D'ONOFIIIO OA., SUITE 200. MADISON, Y1 67T1R (TRUSS PLATE CT PERFORMING Ttl[SE fOl[i IONS. UNLESS OThERNISE IMD[[AT[0. TOP CHORD SNAItlAVEP►ROPENLY ATTACHED [T Si1UCTURAL PAAILS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILtN6. "PRODUCTS- III $HALLINOT SH ABEE RESPONSIBLE 101 ANY COPY OF THIS DESIGN TO TDEVIATION HE LFROM +THISTDESIGN: AAMY NEFAILURE ETO ALPINE D * BUILD TME TRUSSES IN CONFORMANCE WITH TPI: OR ►ABAICATING, HANDLING, SRI/p76G, INSTALLING AID �--. /1 f 1 SPACING OF ONUSSES. THIS DESIGN AMERICAN RMS YITN APPLICABLE PIOYISIOAS OF NDS (NATIONAL DESIGN SPECIFICATION /UBlIi1ED BY Th! AMER ICAA FOREST AND PAPER ASSOCIATION) A10 TPi. ALPINE CONRECTOIi AAE MAB[ Of 206A ASTM ANSI 6110 CALM. STEL, EXCEPT AS NOTED. AFPLT CONNECTORS TO EACM 1ACI 0! TRUSS, AND UNLESS OThERYLSE LOCATED ON THIS DESIGN, POSITION CONNECTOAS PER DRANIN65 160 A.I. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEI966 Cr4, IONIC EnOwcard pECQp0L4�� RES►OISIBILITr SOLELY FOA .THE TRUSS COMpOtlLMy DISIGR SMOYR. THE SUITABILITY AND USE OF THIS S aAO,[ CA 95928 COMPONENT f00. ANY PAITICULAR BUILDING IS IN RESpOl31NIIITT Of TIE BUILDING DESIGNER, PER ALIT RPI I.1Ppi SECTION 2. TO A. PA I - 1 - - - F TC LL 16.0 PSF TC DL 12.0 PSF BC DL 10,0 PSF BC LL 0,0 PSF TOT.LD- 38.0 PSF DUR.FAC. 1.25 SPACING 24.00 aca)e—.3750/Ft. REF R427--73300 DATE 09/15/99 DR W CAUSR427 99258005 CA -ENG AEB/CWC SEQN - 23197 FROM MC an I r f14 OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. N090202 NOTE SCALE 1/8" = 110* PLATER Y -GREY �3 2-0 WAT E A LLS `! _2HP PUMP APPROVED Butte County Envir - I alth Date ignatur, f SALES OFFICE PHONE NO. JO B NO. MAP BOOK NO. LEGAL DESCRIPTION AP 047-670-C36 LOT NO: TRACT N0. BOOK PAGE MAILING ADDRESS BLOCK PERMIT OFFICE MGR. SALESMAN ,.111eaM I12juawUOJJAU9 GENERAL SPECIFICATIONS SIZE 2 Z x 40AREA G7 0 CIDEPTH 3_18'_T0ar SHAPE C U S (D V PERIMETER 104 TEMPLATE NO.----'2-�`"� CUSTOM TILE SIZE " x 6 TILE COLOR 0 T S COPING N O COPING COLOR NO POOL CAPACITY 3 000 GALS. PUMP CAPACITY C O G.P.M. MOTOR H.P. 2 H. P, FILTER 4-6 SO. FT. FILTER RATE 11 C G.P.M. TURNOVER 3 Z HRS. VACUUM LINE & SKIMMER 2 - RETURN LINE 2 RETURN MAIN DRAIN 1 1I2' SKIMMER - MODEL 2 Q-3 BACKWASH TO [J [ S [_[7_3�� E 0 ' OF Yz" FILL LINE ANTI -SYPHON VALVE AUTO El LL HEATER N 0 SIZE BTU GASLINE BY: N 0 VENTED BY: IBJ O LIGHT 2 2 5 C �W) CLOCK 220 (V) ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F P POOL CLEANER POOL V A C CHLORINATOR N 0 BOARD -SIZE N O COLOR N1 0 BOARD SUPPORTS- N 0 LADDER -Model N1 SLIDE -0 N C-' colo,__� I UB PLUMB ❑ YESd10 E & COPING ASAP ❑ oTN CK BY: C F P EES, ETC. NO NCRETE REMOVAL BY: NSED IND BEAMES H NO ❑ HEIGHTWIDTH DATE SWIMMING POOL NAME CHRIS AND Df i\NNE DH FORD OWN. 6r ADDRESS 41 61 A G U S TA L KI 'H!r:0 CA CK'D. By CROSS STREETS RES. PHONE B 91--58 48 BUS. PHONE PRINTS CARE -FREE POOLS S_ #9 Alyssum Way C_ Chico, California 95928 Bill Bell Contr. Lic. #380826 Phone 342-4639 Building Permit Number:1 Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY NVITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, 0 H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: temwall system with conventional anchor bolts. 1. Building is anchored to concrete s 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: �� ` .r1'`a -40 w' Owner Name: 'N- o Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 5 feet from the side and -=� feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the � foundation to be designed by a California registered engineer or licensed architect. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER ELEPHO ER (53 ) 536-75 EORMA ?5965-339 5 FAX: (530) 53B-2140 October 6, 1999 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, e bark page) In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, CDue to the poor • we initiated a letter of explanation, and lle ailingtions haveto arisen concern and l pool compliance ancectors in Butte uwith the Act and how wording of the Act itself, a number of q and are to enforce it We have revised our letter to describe rs ow enforcement will occur in Butte County, again conducting a mailing to notify pool contra evised letter should clarify several common questions or problems concerning our enforcement of the This r Swimming Pool Safety Act including: co at In our review of legislative to considerations, we discovered apool,hit was assumed 1accommodation that a conforming to allow exit alarms on doors providing direct access cases there is no pre-existing pool or perimeter fence was already in place. However, in many parcel enclosure, and unless the residence is one side of oennclosurree which entirely surrounds the pool, installation of exit alarms alone does not constitute P lianc- The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform 2. Building Code ,Appendix Chapter 4, Division 1, specifically allow the use of chain e� fencing l4 inch as pool barrier material. In Butte County we will continue to allow the use will 11 gag as pool barrier material. Other types of fencing will be considered on a mesh, chain link fencing case b case basis, based upon the requirements of the Swimming Pool Safety Act. Please cal Y for clarification prior to installation. All access gates through the enclosure shall open away from the swimming pool, and be self- 3. elf-3 — ground. This closing with a self -latching device placed no lower than 60 inches above the includes large gates for vehicle access. Should you have further Questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, is ael C. ieira, C.B.O. ,,,r.,l.z�>r R„;Idin� Inspection CALIFOkNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWIIYBUNG POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool" includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTIvI in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building , 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the budding official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside. surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the followin; a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials -Emergency Performance Specification (ASTM -ES 13-89). p that c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 1 L5927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved ,-, , . local i„ris-dicldor! ?e pr�Yided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. _. _, - - -- ---IL!- tt_ _ u.Wu _. --- _ d ---A