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040-630-007
- 0#0 -63® -007 040-630-007 02-0473 DEN EY, Rick INALED 9 Van NessWay, Durlt n Cont Denney Construction New Single Family 040-630-007 03-2164 HUNT, JEFF 9456 VAN NESS, DURHAM CONT: PERFECTION POOLS I E POOL -MASTER #500-01 ® 0' A F. CIA NOTES • RESIDENTIAL ` 7 040-630-,007 03-21 ` PERMIT NO. HUNT, JEFF 9456 VAN NESS, DURHAM CONT: PERFECTION POOLS POOL -MASTER #500-01 f SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Datok r Signature _Zl*�' i J=OK 0 = Not OK s = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector c.; Pool Lighting; 15 Volts-GFI . 7. Water and Sewer Connected -C/O to Grade -HD Approval Ele closures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged lec.; Bo etal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy b.; Cir. Test-Water_,Sdpply Test I ight Nich 1?, Date Date Card B-1 Date Card B-1 Date 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 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 ns) OK except #'s 1 . !l -Easements S ' ; Compaction -Structure Stability 1 ool Structure; Steel -Connections -Thickness DearLining Aceptacles and Lighting, Distance-GFI rec.; P c.; Pool Lighting; 15 Volts-GFI . 6. Ele closures; Conduit Entries -Terminals -Listed 7. lec.; Bo etal w/5' -Circulating Equip. -Heater ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 1 b.; Cir. Test-Water_,Sdpply Test I ight Nich 1?, ncl e; Fe ng -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 -B lockouts -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 ELECTRICAL (Permit) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 34. Clothes Closet Light -Shower Light -Spa Light Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 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 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 74. Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date 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 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 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 Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 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: • COUNTY OF BUTTE - DEPARTMENT.OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovilie, California 95965 • Telephone (530) 538-7541 2 'J � I �N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-630-007 ZONING PUD BUILDING PERMIT OWNER HUNTMAIJEFF & TRACY TELEPHONE SO. FT. OCC. BUILDING VALUATION cont est 37 000.00 OWNERS LING ADDRESS 9456 VAN NESS DURHASM ' CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 899-0417 CONTRACTORS MAILING ADDRESS 897 E. 20TH ST. CHICO CA - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 37 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 330.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-1,00 BUILDING ADDRESS 9456 VAN Energy Plan Checking Fee $ $ PERMIT FEE s 373.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK— New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: P001 MASTS 4-50-0-01Mobile Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home S G W @20.00 PERMIT FEE $ 35,08 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i II force and effect.//,, 'I License Class —57:9 Lic. No. !--7)� � l� r � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ 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 zooA TO lOooA 46.00 NEW CONST. DWELLNG OCCUP. OR ADDNS. ( a ax. OCCS SO 3.5QFT: NEW CONST. MULTI -OUTLET 97,50 POWER APPARATUS 6 SINGLE OIIT. CIR. Ex. Occup. OUTLET OR FDRURES BAL @': o Ex. Occup. ourtEtDTSA R=) IEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 30, -PERMIT FEE s 50,00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatio insurance carrier and policy number are: Carrier C --G r-0 Policy Number 9 — 0-3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith com it ,those provi ions. X _ Date _ Si n+t re of Applicant - ❑ Owner Contractor ❑ Agent �-- 9 pp An OSHA permit is required for excava ions over 60" deep and demolition or construction structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE s Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 458.00 HAZ. D. FEES IMP FLOOD CDF pARC0. PO HD ISSUE This permit is hereby issued under of the Butte Coun Code and/or indicat ove fo hhich fees have By PERMIT EXPIRES ON :77-2 the applicable provisions Resolutions to do work been paid. Date 7of 3 �e Receipt No. 382544 $458,00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7p. ���,h �. • ^^K� v'"� ��.�Ivif�^' „". T� v'1 ��ilt� r^7r Y�ir�T'Y�; Y,..i� r r • 1 ` r .. �.Y. . lLL ,i--.Yw f'r i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SE VIC S -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �.1 t'�=4U_U1_ASSESSOR PARCEL NUMBER W 6 3o Proposed Building Use: POO L _ Counter Technician: Date::7 j Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed�y the prepare 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. N ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ' Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ........................................... 16. Sanitation and plot plan approval from the Environmental Health Department in (C-0 ❑ 7. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... P ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone - 1. p and hold for pickup. I have been inf Zr the above=requirements for obtaining a building permit. Applicant: Date: AK /in 1. Index permit application for the above items numbered.-- 2. umbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: _ ❑ phone, ❑ mail, ❑ countery Date:_ _ Plans approved by: Date: _Structural approved by: Date: E.H. USE ONLY �. Piot Plan Anschad =Floor Plan Anachad 1 sena to e.o. 7 -1 I3' TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �- ��S Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other 11Y Hold final for: Final clearance O.K. for: NOTE: �Q / %/� Environmental He h Specialist Date 8/96 National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. L additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If� at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N. 01), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan 'CY NOTES RESIDENTIAL 040-630-007 02-0478 DENNEY, Rick qqj%Van Ness Way, Durham Cont:: Denney Construction New Single Family ouv✓� SPECIAL CONDITIONS CHECKED _ j t BY --"*'FLOOD CERTIFICATE RtQ. i FIRE SPRINKLERS REQ. SPECIAL INSPECTIOWTEMS VERIFY - E USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L !/Q 1 } OFFICE COPY Address ' GAS Meter By Date �3 a` i ELECTRIC /� et r By Date JOB FINALED Signature i• t +S • }n f RESIDENTIAL 040-630-007 02-0478 DENNEY, Rick qqj%Van Ness Way, Durham Cont:: Denney Construction New Single Family ouv✓� SPECIAL CONDITIONS CHECKED _ j t BY --"*'FLOOD CERTIFICATE RtQ. i FIRE SPRINKLERS REQ. SPECIAL INSPECTIOWTEMS VERIFY - E USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L !/Q 1 } OFFICE COPY Address ' GAS Meter By Date �3 a` i ELECTRIC /� et r By Date JOB FINALED Signature i V=OK 0 = Not OK = NgtApplicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except#'s 1. Zoning Requirements -Setbacks -Easements' 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. fr / P Nat. or / /-L-ft./ /'LPG ' 7. ' Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date 'Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve=Connector 4. Electricity; MH Test-Crossova`rs!Breakers-Clear.'SC r,''� 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 Cen. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date I 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- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date ' Card B-1 Date Card B-1 Date Card B-1 � P'1 ✓ = OK 0 = Not OK = Not Applicable = Not Ready Date RESIDENTIAL (S derfloor (Plans) OK except #'s g -Setbacks -Easements -Flood -Slope M.aK Soils-Elec. Grnd.-// Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-/ r' Ftg. Depth Porches & Decks; Soils -Steel -/I P' Ftg. Depth Of,s, Main; Ste el- Bloc kouts-Wrapped Date ELWTRICAL (Permit) OK except #'s 26"Fix.UX & Transformer Clearance -Ins. Protection I . eceptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors Stapled RompK Installed Closb to Edge of Studs & C.J. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. C or AI-A.C. Wire Size 4;;11 ga Cu or At 30. Range Circle/ / g(,CXr AI -Oven Circ. /16P/ ga Cu or Al Insulated Neutral ❑ Yes Q No a 31. Ser ' e -Riser Conductors & Ground Main Disconnect p. I arances Panels-Motors-Mech. Equip. tl'Qdrhes Closet Light -Shower Light -Spa Light Avl"Smoke Detector date de�H Downs and Special Anchors Card B- Date Card B-1 Date Slab, Steel -Wrapped U. 8. P' rs-Fireplace Ftg.-Steel o nsate Drain & Overflow, Size & Grade LWID.W.V_ Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 4 . Headers & Beams -Size & Bearing 15. Access & Ventilation 62. 16. Insulation Date Dat Date Card B-1 Date Card B-1 Card B- Date Card B-1 Card B-1 Date Card B-1 Date � AL ( ans) OK except #'s Card B-1 Date Card B-1 Date Ex teps-Door & Sidelight Protection -Landings P MBING (Permit) OK except #'s Sm etector ater Htr.; Vent -Access -Combustion Air Baffle urrnaceeVents-clearance-Comb, Air -Connector - In Garage;Above Floor-Ducts-Mech. Protection Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings &Anchor -Nail Protection a 21. Shower an; Test, First Floor -Tub Access Te ub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELWTRICAL (Permit) OK except #'s 26"Fix.UX & Transformer Clearance -Ins. Protection I . eceptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors Stapled RompK Installed Closb to Edge of Studs & C.J. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. C or AI-A.C. Wire Size 4;;11 ga Cu or At 30. Range Circle/ / g(,CXr AI -Oven Circ. /16P/ ga Cu or Al Insulated Neutral ❑ Yes Q No a 31. Ser ' e -Riser Conductors & Ground Main Disconnect p. I arances Panels-Motors-Mech. Equip. tl'Qdrhes Closet Light -Shower Light -Spa Light Avl"Smoke Detector date Card B-1 ZDate Card B-1 Date Card B- Date Card B-1 Date CHANICAL (Permit) OK except #'s .0 ucts Insulation & Support U. ent Fan, Exhaust above insulation o nsate Drain & Overflow, Size & Grade Stair idth-Headroom-Rise-Run-Land -Fire Protection ywood on Roof Overhang -Attic Vents -Ratter Outriggers 8 ur a -Vent Access -Comb. Air -Return Air Vent 115 outlet 56. ttic Access & Platform if Furnace in Attic 57. 4ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s Proper Materials & Anchors Its Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing tt Stop in Walls (rat proof) F' Stops, Furred Ceilings -Stairs -Chasers -Tubs — 4 . Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued), a s -P tCaps-Anchors-Connectors lin b,st-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. ue Ties or Type A Flue -Fireplace Throat Clearance Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 9e-Be.Oxo6rn Exiting G.F . Bath Fixtures & Tub Access -Spa EI rim & Subpanel, Breaker Sizes & Labels 3e -Fir ace.or'Stove, Clearance -Hearth EI . utl f Wood Panel, Int. & Ext. Kit xt. & Appliance; Ground -Air Gap -Cooking Clearance ""E'Iec._pe<ets & Receptacles at Kit. Counter 4 Fire Door; Swing -Landing -Closure 75'�A,P,,Duct in Garage -Damper Wtr. Ht r.; V ts-Clearance-Comb. Air Connector-P.R.V. in a ; Above Floor-Mech. Protection P ., Elec. & Mech. Equip. Listed for Location Elec. eptacles in Garage (F.F.I.)-Romex Protection 79. I ation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents, Crawl Hole Door Drainage & Wood -Earth % nce Looked under�r O Yes Following Inst) e — es J NoMalks — s J No/Planter es D No 83. Stuc rown-Finish C. Unit Di nnect Electrical -Plumbing 85. Vent o bo-ADDliance-Fireolace-Clearance to Openings r96!1Vater Disconnect, Electrical, Plumbing oc. Trim,G.F.I. Receptacle -Underground tlatio rouahout House 90/Corre om�Previous Inspections st- ers Tagged, Gas -Electric at Sewer Connected -C/O to Grade -HD Approval qN.—en'awfl5ompiiance Certificate -Other Certificates Date Card B-1 Y Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 51. Garage Fire Protection Framing &?j•ProppFtyLine Firewall & Openings U. 1 xt. Doors -One 3' -Check Garage 3rd Story, 2 Ex' 54. 155 Stair idth-Headroom-Rise-Run-Land -Fire Protection ywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. 4ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic Speffr Walls; Nailing -Bolts f race Interior/Exterior YVtrPanels — 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Dat Card B-1 Date Card B-1 Card B- Date Card B-1 Date � AL ( ans) OK except #'s Ex teps-Door & Sidelight Protection -Landings Sm etector urrnaceeVents-clearance-Comb, Air -Connector - In Garage;Above Floor-Ducts-Mech. Protection 9e-Be.Oxo6rn Exiting G.F . Bath Fixtures & Tub Access -Spa EI rim & Subpanel, Breaker Sizes & Labels 3e -Fir ace.or'Stove, Clearance -Hearth EI . utl f Wood Panel, Int. & Ext. Kit xt. & Appliance; Ground -Air Gap -Cooking Clearance ""E'Iec._pe<ets & Receptacles at Kit. Counter 4 Fire Door; Swing -Landing -Closure 75'�A,P,,Duct in Garage -Damper Wtr. Ht r.; V ts-Clearance-Comb. Air Connector-P.R.V. in a ; Above Floor-Mech. Protection P ., Elec. & Mech. Equip. Listed for Location Elec. eptacles in Garage (F.F.I.)-Romex Protection 79. I ation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents, Crawl Hole Door Drainage & Wood -Earth % nce Looked under�r O Yes Following Inst) e — es J NoMalks — s J No/Planter es D No 83. Stuc rown-Finish C. Unit Di nnect Electrical -Plumbing 85. Vent o bo-ADDliance-Fireolace-Clearance to Openings r96!1Vater Disconnect, Electrical, Plumbing oc. Trim,G.F.I. Receptacle -Underground tlatio rouahout House 90/Corre om�Previous Inspections st- ers Tagged, Gas -Electric at Sewer Connected -C/O to Grade -HD Approval qN.—en'awfl5ompiiance Certificate -Other Certificates Date Card B-1 Y Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r : t.,.. ��'�""'"3aiCrt.as+s.-��.^a"�'��..-.�_rim.Y+-n+•zr-..e���.-s'7r10-r�T.�N• .,.-_._ ` - �Lr.,�,nw -.•-;;;Y.{.7-,i:,- , I 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 1P�-2/V(-/�, 0,,-)-0Y7�; - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the s above address and should be corrected. Please notice this office when correction of work is have an you If completed. p y y questions pertaining to this matter, or need additional explanation, please contact this office immediately. 7a HJ I -A7 =�3 z lip y - COUNTY OF BUTTE 41 Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (580)-891.-2751 ^?' 7 County Center Drive • Oroville, CA f530) -538m7541 CORRECTION NOTICE Y 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. h +d A � �!//�%L• �� rr /moi o4-�� L✓ // 1� ,f a .� ��i� �- . vi�lGI S- 7X CI-IY 4v 4/lWelA-- 5 L T Aly Icll j 12 t, � �1j � GJ� �� • �r� r°�f , .. , 1.~-.� /����/ TQC' SG���'!i'?� f/f��/L'?t' •�L._� �I��-�> ... 7— / / ' Date Inspectors -w n' 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 Gam- t,,f2' �, OWNER PERMIT NO. A routine inspection in ' ates that the following violations of butte county Ordinances exist at the above address and ould be corrected. Please notice this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. REV 10%92 ��+ r INTER -DEPARTMENT MEMORANDUM r� 6" TO: BUILDING DIVISIO , OROVILLE 6FROM: ` , ENVIR. HEALTH, CHICO DATE .....� RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#:�0�-lnj a7ADDRESS/LOCATION, Comments: M ;• GL/memos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIZION 7 County Center Drive - Oroville, California 95.965 - Telephone (530) 538- 41 OMLT NO. (Rev -12/96) 1 APPLICATION AND PERMIT ASSESSORPARCEL NIIMBEA 040-630-007 ZONING BU ING PERMIT OWNER 'RICK DENM� TELEPHONE - SO. FT. OCC. BUILDING VALUATION 179 982.00 OWNER'S MAILING ADDRESS 11 3n SHAT)y GIROVE CT CHICO, CA 95973 935 U 16$830.00 CONTRACTOR'S NAME TELEPHONE -7056 447 Cov 5$811.00 313 open 2 191.00 CONTRACTORS MAILING ADDRESS 3130 SHADY a(Z�z Cr CHICO, CA 95972 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS EMES Total Valuation $ 204 814.00 ARCHITECTORENGINEER JEFF RICHLE-1-1 LICENSE NO. 153570 - Filen Fee $ 20.00 Permit Fee $1007.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 654.55 BUILDING ADOR S VAN NESS WAY Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1704.55 LAT NO. 7 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 151 7.00 105.0 USEOFSTRUCTURE SFS Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 1 5.00 5.00 TYPE OF WORK New NX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ 4 RFnRnnm Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 5.00 Mobile Home I S I G W @20.00 PERMIT FEE $185.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23-0023.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER Class Lic. No. �%Z,P9 Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To ,000A 46.00so W:L200A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. S. 3.50FT. 49.38 NEW pESIpT. MULTI -O11 UTLETRCUITS @7.50 APPARATUS 8SINGLE OUTLET CIR. 20 � 1.00License Ex. OCCU OUTLET OR FIXTURES 2L 00 Ex. Occup.OUTLETS RES ) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $192.38 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling S n_ Hood 6.50 6.5O Ventilation 4'- 4.50 18.00 PERMIT FEE $139.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' c mpensation provisions of section 3700 of the Labor Code, I shall fort ith omply w' those provisions. X Date tl - D Z Signature of Applicant 0r ❑Contractor ❑ Agent An OSHA permit is required fo excavations ver 60" deep and demolition or constructionq of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4(;.00 occ R3 c CONST. TYPE VN TO AL FEE $ 2 7.43 D. FEES ICDF �.. CEL D Is5 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. By `D a /� PERMIT EXPIRES ON "/" 61iQ^Y1 I Owe) work % /q {(/z // O` `--� Rece t o. 5y E712 WHITE-D.D.S.-B.D. CANARY -A SESS PINK -INSPECTOR GOLDEN RO-APPLICANT I/ TO �N � fpr � �W4 � } �•-+�--w ^'..r.r4;.a•,st.' ..R..... _.� COUNTY OF BUTTE -DEPARTMENT OF DI_VLOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 l L Ae��� ASSESSOR PARCEL NUMBER L o 6 3`� " O Proposed Building Use:Q2 S1"'r /,V&- - Counter Technician: /"` Date: ✓ �-' Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. . Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in trilicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. 5 -Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The perm,.it will be indexed and returned to the plan review line-up when required items are received. Date Received By k(Ii/44!8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ....................... i�� lot plan and business license approval from the City of Biggs .......................... of intent for non-residential buildings ................................................ etached Accessory Building Form filled out by the owner ............................ Hazardous Material Form..................................................................... Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 1 . Statement of Intent for Non -heated and A/C Buildings .................................... ... 6. Sanitation and plot plan approval from the Environmental Health Department in�L C, 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0 1< (B)Parking: (C) Parcel Check: ❑ Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1 �/�.lv4rO�Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensatiop'Carrier and Policy Number ...... ........:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, El Mailed to owner) ..................... 2 Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informef e above items and requirements for obtaining a building permit. , Applicant: t ,Date: a 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abo a ata b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: MCI Date: Q Plans approved by: Date: Structural reviewed by: Date: 0 Structural approved by: Date: Note transfer by: Date: Yellow: Building Division b yr _ E.H. USE ONLY !1 Pio, Plan Anachad A 4ioua Plan A��jjy tad Sana to a.0.— I 1G ¢ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 h V Owne Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. l Aje\-)•& ` 7 A.P. # 1/o P O OSED BUILDING USE 7Q n" S' )� DATE 3 �' RECEIPT # DATE REC. VI .BUILDING PERMIT FEES �J o r� --Balance Due ........................................................ $ /'r /� 1Pq --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ evised Plan Checking Fee ................................. $ V HOOL DISTRICT FEESZ d at District Office) DERIFF FEES (paid at Building Divisio ) Residential .................................... �— x $360.00 = $ Units Commercial (sq. ft.) .................l.... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. ommercial (Sq. ft.) ............. x = $ Sq. ft. Amt. WRECREATION DISTRICT FEES eJ z � `' 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees . may be changed during the plan checking process. APPLICANT DATE -?—a Pursuant to Government Code Section6020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) d , v% School District A.P. Number Property Owner Property Locatic Subdivision BUTTE COUNTY SCHOOLS IMPACT k 6 RTlFICATION FORM (One form per-Buildi gj' r /_ 7,Building Department No. t�-t0 ✓0 —00'7 Jurisdiction: City County Residential Development No of'Living Units a A Commerciallindustrial t .t New ,A Building Department Representative a/v\. Yta,-Po Lot No. ............................................ ; 0 � 0 Mobile Home Addition/ 'Supplemental to Installation Conversion Permit # No foundation inspection)! ( ........_tion); Addition irioor rians reviewea Dy acnooi uistnct rersonnei District Identification No. & / 7 Sq. Footage 3 3 .33 (Group R) it � r� 'Sq. Footage f' (Including Exterior Roofed Areas) Date School District certifies that t5/('k DC7 -7/1 (Applicant) Vim!' %�� ss • l.OR � • ,3��: 7os�, (Street Address) (Phone Number) (City) /(State) 1 (Zip Code) / �[ has complied with the requirements of Resolution No. by payment of N representing ,333 3 square feet. ; `: AB 2926 $ 6, 4'• FULL MITIGATION s School District Representative Paid by Check # / * 767,2 Remarks: Date `r r t+ Notice: You may protest the imposltio" oTthe feyes identified above by submitting a written protest to the District, in compliance with 41 Government Code Section 66020(a), within 90 Day _frohe date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If; subsequent to the School District'Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this.project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) - feeform.xls (10/98)dmm �'+`" '�. ^-.. ' ''r',+ . r { J�- n•'�{7 �t� ;) ��`cns; r,nY-,� :•tw�.�r. r ,.:•ir'*o" �Tr `»t>� ; ; tiln{rKr �3•' 'al?�' I've "f t'� L y +lrr•;ry rt`' d •. BUTTE COUNTY PARK FACILITY FFE,PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor.Parcel,Number (s): Property Owner +(s) . ` Project Location/Address: Sub ivison Name. , Assessable Square Footage: /4157 �33 3 Type of Residential Development (check one): j New Development ❑ Afteration' Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Comments: Building Division Represe to live Date Durham Recreation and Park'District '(DRPD) certifies=that- ::.. Applicant Name 31-30 5h Street Address Applicant Phone Number 06 c.n Cft City State Zip Code has complied with"the�requi rem ents of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 3333 square feet at $ 1.04 per square foot for a total payment of $ 3, L4(olo 2- `-IDD�8PD Representative Date :PAID BY'CNECK No.: ('� Remarks: BANK No.: 'r PAID BY CASH: _ RECEIPT No.: 150 A, DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ' COPY of Document Recorded 05 -Apr -2002 2002-0017223 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 04/05/02 PROPERTY OWNERS: L/�-" zza":::�2 CHARLES R. DENNEY State of California County of BUTTE . On 04/05/02 ' before me, DEE PALMER NOTARY PUBLIC personally appeared CHARLES R. DENNEY *^ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sheJthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their sign ure(s) on the instrumen the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS In a an official seal 01 DEE PALMER Signature Seal: p - �, Comm. #1185035 G) NOTARY PUBLIC CALIFORNIA 0. BUTTE COUNTY .� My Comm. Expires June 22, 2002 A.P.# �,o-63-D7 Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. THIS DEED IS. MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 12, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99- 06295, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 040-630-007-000 PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT' A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM GREEN PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. Denney NATIO UAL FLOOD INWRAN.C:E�-.P ROGRAM 4ris ELEVATIOn., cE.RT. j.nc.A,..._.T-E an Ness vurnam Mai, INCO-roWen —m.9 essa AUILMP�a-,. 'West2hi-igiaTo or u W 1W, J— PAP low 1-1 knos Quad f4Jp FLP., P.- Me fr! 17Y FIRM & WMMUP"IZNS ER 8zxwNrYNAMS' Y UNINC 060017 BUTTE CA F -4EL WFRWIND p P� -:.pTT FLOOD, CCN!0) _0 C APRIL...20,.2000 JUNE 8,1998 AE 161.5 tnurV4 TijWrminL.J.-other(io y _.JA Y fj�a Rasqurces 4 T, wp?",qt. p. A A I te? being tulding,:provtdaasketcfi::or photograph:) Atj-. -AR- -4 Al MAF_-�W A'(VdO,*,:BFE?)..:V.�.-i*-V;I.-�Vloi:.V,-,(W T)'. -AR. '.AfR*A,,FV-'A_fA 'fAS0,:AP4A'H'; In kmh.:IR vwd holdatum is -d `dWN10tj0"' U pp m, 6 "artfili .4AU fmcon%*sion Ugo 58 616 emoomar IN ZY dfb tt0.M'ff0r.(h0 .9.baserrient 6nt.1.6to 0) r .619 fi 0 TOP. 4 'YAP, G Gj 13ctcorn OL laNrc�£ e*nrizorttsi4 structural mMmber (v zonas oily) _ ---- ft (m'). y� �i ()4/ Fy 0 d) Aftched:;gam ge:-(top of slab') 162 6 ft Sm;} E G7 e} Lowest Te!i%o 6of maneryand/or equipm6n No. 590 m sery : i ct , n0hebiAd; Ino (describe 162 - qTy 9_ 2 Exp. 06-30-03 6a.hif-011thid). :(LAP) 162,,...l 4. - * hest grade (HAG)' 162 3 CAM. Cj% h): No of aboviadiace 06. hen( .00phin s:(igod y0n�s)l..n-C.. ___ sq In.(sq CI r}Tdtat area of fl OF C krl IVto. . .b. Jlhi$�p0rtflP#P6i QNd 86604alod:h')(;i la hdSuN U n irif&77107 Soctiq4s A, 8; and C 017 1n&bNknpi*oment.under 1.8 US,- Cook..-Sw'600f; 1001. AMBERT O. LOWS 110ENSEN MEER, RCE 59077 OQMPANY� W- AENORTHS FAR EN . GINEERTNG TION DRIVE /__1W1 / 01 ( 893-1600 ..^..._t LLLiiiulal ViVVlI LVI / Yuaa_1YVJJ .YYu .. .... ..• ^ .. l:::i. °^:>M.:!t(aY ✓:. •Kp.l F,Y��"•!. ... ..—_ STATE, ZIPCODE. .. .. 1 V'!'yy":Tr s Durham�,�+t* u"tpern;,~ CA 95938 ;yta s�wr s Y �Ri .T,'^`.: ,S !0 SURVEYOR, ENGIN�R .QR ARCHITECT CERT1FfCAT10N (GO.NTiNtlEll) Qespy l itith 5rdes of.3hrs^ ievatcon1 etMfp'te for (l d.omm.unity.ofRi i31, (2} insurahee agenticompany, and (3) building owner: GE3Mtvt . -TBM '/4" I.P. LS 5616 located at the front property corner of lot 9 and 10 of Durham Green Subdivision Elev. = 161.36 Check h6M if attaohmettts. SLCTiOk • BUfLONG El:ii+VIATIOWINl~ORMATiON (S,URVEY. NQT REQUIRED) FOR ZONEAO ANOZONIR:A (WITHOUTSFE) ForZorte tl0 and ZoneA:(without:gFE), complete Items E1. Through E. tfthe,E!evation:CB'rtifiate i3 intended fcruse.as:suppofting informdon.for a LOMA or E OMR4F, SeO- on'C.mustbe compte d: E1 : t3tiildfng biagrain Number. (Select the bt llding diagr8m moS,i sitriilar to.tkte. builoing_forwhit Kt�its;rtitificAteis. being Completed — se paSas S''an iS 7 ff no dlagr8di accurate{y.repcesents the building; prOvtde a>sReich orpFtgtc�gr3ph.) ,�..Tlhe'.top of the i�otto� Cor (i;i .iUdrn ::basement or enclosure oi46 buiidiag,is ( ia_ cm .. 1 1 k�d4tiv - g ). I—.�1.ft� rri) I_.L_i ( ) 1_I.above�or (cheek one}ttia`higfiest:adiacerit grad's. (Use ruitural'$rade. tf:availabfe.): E3�-For Building;gi$grattts$$Yrlhoper3�ngs (see page 7j�'the naxthlgherfioor'orelevated flocr4elevationli) oP. the buiidiogls 141.(6m above [tie.Highest ad)aeegt,, rado.. COttit0leta lternVC3 h and G3J:on front.ofform. E4:`Eor v ie AQ only :ff no`flood'depth numberls:aVaitable, tsthe:thp of the bottom floor elevated in-aecordance with, the cgm'.MuniVy s flabiplairi triatta eRiBr>t oritlnance7. _Yes .. _ `fila Unknown_The local offiGiat ►itust ,sect Etas i:nfarfrtafion:in:S.odiori'G: SE¢'PtUN F 0A0'P. R1TY OWNER (OR OWNERIS kj;PRESENTIITIVE) CER-nFICA CION The rvperty mvnerpf:ownel's:authorized: fdpresehtative,who com Istes Siicbofts A. S,. G ►tents C3;h and C3J oni' , and E for Zone A R P ( y) (vriihout.a FEMA=issue"d U�:cornir�vn�ty is8i?ed 8FE) or..2"orie AO rnusi sign;her�. T,he stafement�rr. Seetforis.a, e; E, artd E ars.earrect fo. fhe bastyil krt.c)Gvlc4ige•. PRQF ERTY OWNEKKS.OR:OWNE S AUTF:pWZED: REP_RESENTATIVE'-,NAAME A - . , D!~ i .. DATE ON F�rl'S` _ _ i`I Cheek here if a.ttachinents SEC719fN Q:- COMMUNITY INFORMATION,(QPTtONAL) The locai'otfcial VAO is auiho6zed bylaw or.ord'inanee-ib administer the. community's Noodplain management ordinanee.can complete S+eciions,A,. Si.C (or,E),:and G.ofthis Elevation; Certificate. Complete: the applicable item(s):and sign below, Gt. LI The ihforrnatiot .in:Seotion' C was taken.from otherdocumeritaborrthat havbeen signed and'embossed bya licensed sufveyor,. ongineer, or-architect.who is:authorized bystate'or local law to certify' elevation information. (Indicate the source -and date of the r elevation,data' n the Canimentssres..betow.}` c2.1 �(A:GOmntU%iit)r o#ficiaf winpttitad Scctson E ipr is buHdin9 located in Zone A.(rvithaut a FEtv1A is�u�ts•or comrnurrity-tBSUecs BPEj oz� ZO%ie i40. .. G3:.1;,�1 Tlie foltotivici9lnfc`rrtiatfon (Itertis G4-GB:)'.is providedfor commur►ityflood.piain management purposes.. .44 dG . G7. Ttii's permit has been -issued for^j {dew Construction 1_f Substantial Improvemeni 135...Eteyation of'as�bUilt`lowestfloor (including basernent) ofthebuilding is: ft.(m) Datum:. G$_.&Sor (iaZoneA0) dept»:of flooding at'thetuilding site is: ft.(m)Uatum: _— LOCAL GFF1Gt. :S NAME TITLE COMMUNITY f4ME TELEPHONE - SIGNATURE DATE 1`1 Gheck here. if attachments rr_tu e-- 04 1111 hn SITE PLAN REVI9W APPLICATION Date: 3— % C>'7— AP# 0 y 0— tb3 0— 0 0 Permit Number (if applicable) 0 2— Q Ll 7 6 APPLICANT INFORMATION Parcel Size: S A �— Owners Name: �) �-) 1) E N N Owners Address: 313 S 1-ap,Dl (ar oy e GT cH i G o )s9 -?s Telephone No.: Situs Address: W f: -A -y Proposed Use: Residential New Single Family Residential - E] 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 Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ` ❑ Land Conservation' Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: ' X I • Flood Panel No.: 520 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/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R U D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front So Side 3 Side Street Rear Height Waterwav N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------I Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula " 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ~ ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance F-1 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 9 Subdivision Map/Parcel Map: tb U PLHAv- , GrL6F—N f't-1 Map Date of Recording: 2- l "2--y 1 Lot: —7� ❑ Use Permit/Minor Use Permit Permit Number: Book: H ID Page 6l b Date of Approval: ® 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil ' disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 gIMM co,,-, cn-j 0>J 1 e -S i TO _ (31; N G1� f✓ 12�i CID 0Ili iaC- -r0 sSvJGYL V -VN WAG O AV AII-R L -c- ® s3V�Lp��Jts S�T� a2;YY,ov>r� �2p�,... �t,00� PLAtfU 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. CAMy Documents\Building Permit Site Plan Review Ldoc Page 5 of 5 i PLAN REVIEW RESPONSE FORM :n order to expedite the review of your plans, please complete the following information and return this form with your re.abmittal If :his form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.- please indiyour :espouse to each item andthe !oration where the information can be found on the plans/cales. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME _ DATE: •- Del ASSESSORS PARCEL NUMBER PERMIT NUMBER 021— 0 +;? 00 RESPONSE FOR PLAN CHECK LETT PLAN CHECK [TEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCCATIQUrN ON PLANS/CALCS: COMMENTS: ° d ,COMMENTS: - o G'ct.. zvAV COMMENTS: f PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOC ION O , PLANS/CALCS• COMMENTS: ° d ,COMMENTS: - o G'ct.. zvAV PLAN CHECK ITEM # 3 RESPONSE BY: letae n LOC ION O , PLANS/CALCS• COMMENTS: I!PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMME RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: • April q, 2002 Rick Denny 3130 Shady Grove Ct. Chico, CA 95973 0 Department Assessor Parcel Number: 040-630-007 Building Permit Number: 02-0478 of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services Thank you for submitting the plans for your building project. These plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. 36N -STRUCTURAL COMMENTS: Windows measuring 2650, single hung, will not provide emergency egress from bedroom 3 nor from the office directly below -also classified as a bedroom. Plan will be noted that this ,,/window must meet requirements for emergency egress. This structure is orientated to the southwest, not south. Additionally, fenestration surface area modeled in the energy calculation package does not match the plan. Please revise orientation and model all windows and doors with glass individually (banks of windows may be modeled as one but separate windows cannot be grouped). Provide construction detail for attachment and footing for brick veneer or remove brick veneer as an option. STRUCTURAL COMMENTS: None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Mart"Christy Plans Examiner Philo Hunt, P.E. Plan Check Engineer 1 of 1 PROJECT PROCESSING RECORD Applicant: Owner: A.P. (V30—OU–) Permit #: Q2 -Oq- g Work Description: Date Description of Step or Status ° �\%,T r ° ° O RESIDENTIAL PLAN ° _ _.s,. ° REVIEW GUIDE c' o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: iAE±:t�z Building Permit Number: 0a -07ff �0 Plans Examiner: Martha Christy A. P. Number: O - O GENERAL: 1. Zoning requirements — (number of permitted living units). 2.' Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 60 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 0% of natural light and 5% of ventilation (Uniform Building Code section 1203). �. E ape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net P_)a&V- 3 clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". C� When %vindows are provided as a means of escape or rescue, they shall have a finished sill height not more than 14" above the flcor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). It. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). 13. Wood stove location - Alcove — UN1C section 205 confined space & 223 unconfined space & 301.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408:5). 16. Shower compartment minimum 1024 sq. in. &.30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Utriform Building Code section. 1806.3). STRUCTURAL DETAILS: I.' Braced wall panels shall start at not more than 8 feet froth each end of a braced wall line. Braced wall panels must be in line or offset from each other bv4not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center. in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on n all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring'balloon framing and/or engineering. 4. oundation plans complete enough to construct building (Utriform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. (� l i�� t f 7. Roof construction details complete enough to construct building. �p 1� 8. Fireplace construction details and calculations if necessary. iO Y-' C� U 9. Garage door header size(s).. 1 10. Porch header size(s). 11. Typical header size(s). 12.. Said heights. , 13.E High expansive soil - special foundationdesign required. 14. Retaining walls requiring design. 15. Gypsum wallboard'nailing inspection required. 16., If the area below the lowest floor is fully enclosed, than'a minimum of two openings are required with a total net area of at least one square inch for ever)- square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be pro-ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NIISCELLANEOIIS ITEMS: 1:' Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). I. Guardrails (Uniform Building Code section 509). 3. Brick of stone veneer (Uniform Building Code section'1403). 4. Exterior plasier - weep screeds (Uniform Building Code section 2506.5). .5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. TWO exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). ound requirements. ((12,Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ,❑ SRA. 2. ❑ Flood elevation certificate. `'1r 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing leper. �. %r et c`,..A� ' J • to 5e�� Page 2 of 2 • e r. APi ,1NEAM AcV, I K 4 67, Certificate -of.. Conformance Certificate 054072 T.-..HIS-,,IS:TO CERTIFY that the glued laminated, mber products identified with a collective mark of Engineered Wood Systems (EWS) were rriariuiactured in. accordance with the applicable standards and associated specifications indicated below: I ANSI Standard A190.1-1992, For.Wood Products— Structural Glued Laminated Timber NER-486 Glued LaminatedTimb6ir Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing —.Standard Specifications For Structural Glued Laminated Timber Cif:Softwood Species 'R3 II;SHE.REBY CERTIFIED that the APA EWSjrad6marked structural glued laminated timber members were.. produced in a manufacturing facility'su6jeid..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 QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ti 1A jfi W U 0,0 0 0jq4 CP0 .- to so CM .0 SEAL 3 .0 H `N rj-% by 4L I Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS Is a related corporation of APA THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 111700 - Tacoma, WA, 96411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 e7 i I CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. HomEo4wER'S NAmE ADDRESS -^ i.-IJT owe V 11b_ CrIT �"`� STATE CA ZIP RECORD OF INSTALLATION BLOWING WOOL NEW CONSTRUCTION IF RETROFIT: ❑ RETROFIT DEPTH OF PREVIOUS INSULATION NUMBER OF BAGS USED A INCHES AREA INSULATED 1 (031% ESTIMATED R -VALUE OF SQ. Fr. PREVIOUS INSULATION THICKNESS OF INSULATION TYPE(S) OF PREVIOUS INCHES INSULATION IN ATTIC R -VALUE OF INSULATION 33 O BATTS AND ROLLS R -VALUE THICKNESS AREA INSULATED CEILINGS V �2' IN. SQ. FT WALLS IN. IN.- IN. Q. Q FT. �V -tom SQ. FT. 3'�y SQ. Fr. FLOORS IN. SQ. FT. Installed IN. SQ. FT. CLIMATE PRO. BAG WEIGHT - 25 -LB. NOMINAL R -VALUE MINIMUM THICKNESS BAGS PER 1000 SQ. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SQ. FT. To obtain an Installed The number of bags Contents of The ureight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not nol cover insulation should (R) of.- be less than: be less than: more than: not be less than: 11 51/4 in. 7.0 142 sq. ft. 0.176 lbs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 Ibs. 26 11:2 in. 17.2 58.0 sq. ft. 0.431 Ibs. 30 13 in. 20.0 50.0 sq. ft. 0.500 Ibs. 38 16% in. 26.3 38.0 sq. ft. 0.659 Ibs. 44 181/4 in. 30.5 32.8 sq. ft. 0.763 Ibs. 50 20M in. 35.5 28.2 sq. ft. 0.886 Ibs. 60 23% in. 43.0 23.2 sq. ft. 1.076 Ibs. INSULATION CONTRACTOR SIGNATURE � _ C C DATE '?—Z`C COMPANY Jl\lP� �L @Y L�DRESS It --L V 0 , C—" PHONE S l` 7 677 HOME BUILDER SIGNATURE COMPANY ADDRESS PHONE Johns Manville BIC -194 7/97 ® 1997Johns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://Www.im.com. For more information call 1-800-6543103. t THIS IS FIBERGLASS BLOWING WOOL INSULATION FTC FACT SHEET CLIMATE PROTM BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs.) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. Ff. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of: be less than: be less than: more than:. not be less than: 11 5Y4 in. 7.0 142 sq. ft. 0.176 lbs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 1 I in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 181/4 in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20X in. 35.5 28.2 sq. ft. 0.886 lbs. 60 23% in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R Values. The chart shows the R value of this insulation. "R" means resistance to heat flow. The higher the R -value, the greater the insulation power. Compare insulation R -values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R value, it is essential that this insulation be installed properly with pneumatic equipment. ✓U 1 Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jm.com BIC -194 7/97 0 1997 Johns Manville Corporation No IhStar ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Rick Denney Residence LOCATION: Van Ness Way OWNER: Rick Denney JOB NUMBER: 7683 DATE: February 24, 2002 CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 • Wind Speed: 75 mph * Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf `(per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? Noo NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. 02 _0 ¢ -78 _,,,"Agymt; v e BUILDING DEPARTMENT Page 1 of G) APPROY6D, ¢1710 2 P, f .,C_.4E BY: JMR NORTHSTAR ENGINEERING 2/24/02 20 DECLARATION DRIVE JOB NO: 7683 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1998 CALIFORNIA BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF. FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTALLOAD 3,U. PSF LATERAL LOADS: SEISMIC: 2.5*.36*W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R =4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q p = 15 E = P.* VW = 0.300 W (PER UBC EQ. 30.1 NET SEISMIC FORCE = 0.300 W/1.4 = 023 W WIND: EXPOSURE = B METHOD 2 ' WIND SPEED = 75 MPH Cq = 1.3 DESIGN qs = 14.5 PSF PRESSURE Ce, 0 • 15'= 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20'= 0.67 = 0.0126 KSF 20'- 25'= 0.72 = 0.0136 KSF 25'- 30'= 0.76 = 0.0143 KSF 30'- 40'= 0.84-- ' = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner.. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: JOB NO: PAGE 3 OF NorthStar EN-GINEE~E~ ING Civil Engineers• Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 BY: i ri rz DATE: Z 12 - JOB NO: -7&03 PAGE 4. OF bkwthStar 20 DECLARATION DRIVE 1CMZZML� j!=MrMV=A CHICO, CALIFORNIA 95973 ENGINEERING 530-893-1600 Civil Engineers* Planners &Surveyors FAX 530-89,3-2113 1,12 - 13R1-jyf:) M �w Z'- 4 Sri I 91MIRA �LJA a-iA. r a" A-1 L ca op C -A .7 ca ICD P r - oft, -1 ri. L '0.1 F- I,;. &DW 'rj?.(4 FL4")! AP BY: n0 rl DATE: 2 1Z - JOB NO: 769 g PAGE 5 OF NwthStar ENGINEERING Civil Engineers• Planners* Surveyors \ dco, Vb I 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 6A, T N ., Z"° F'LQOZ -. 1,\SF �IW .MSTA 2L-1 W IS- (Oct -70 FNA5. 70 T0 PL., L.I N E ( U PPr9 r-L0o9 UW �O.1y3 15,�_+. U! 3 to _c5i f5.5 �T_.UIZIi (5) ;15.5 • i � � FRvM,M. aA1H .. z .y } _ -4 HD 351. l8ki} 3.Z \4, ---- }_ SE_ /y8..-1t�� 2)F -T. F L o c) g t) _ ,.3, Gorj?Ll,.► 4gG 2 320 :. F __ No At JA LY I5, .BY: 11-1 R, DATE: -212• JOB NO: —70 E33 PAGE (:2;, OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 _ <71 C-�>J. F l >zS T oorz l. /.._ , 4 GcoriFur G 2 3.20...:.... • N o ANA �Ir-J f,-- A . +1-7 V+I-5 c2-iG Z BY. M N H NorthStlr 20 DECLARATION DRIVE DATE: 2 i 2 CHICO, CALIFORNIA 95973 JOB No: 7&a,3 ENGINEERING 530-893-1600 PAGE OF Civil Engineers Planners • Surveyors FAX 530-893-2113 f� 00 v4, , -IST FLOC) ?\ 1 Cl 5 co K ' 0 1 i - A 13 'r t USF MS ► AZL� y/l8 -god Nook ZNDFL009, VS - 2-1L-t_C_8_.(,�j'1) _,vi 57- /2- 1 r. 389 sE No.a f 2 w FL(L. H D - (• 38� -1- o BY: int-, NorthStar DATE: Z I Z JOB NO: -7r,-03 ENGINEERING PAGE 8 OF Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893.2113 SHEAR WALL SCHEDULE SHEAR WALL(L Q2 z Q Q ALLOWABLE LOAD/FOOT 260. 380 490 550 640 760 980 1,2,3,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 .8d 0 6" 8d is 4i3 8d 0 3i3 6d 0 3i3 8d 0 2" 3 8d 0 4" 3 8d 0 3" 3 FIELD NAILING5 8d ie 12" 8d 0 12" 8d 0 12" Bd.0 12" 8d012" 8d 0 12" 8d 0 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING b 16d a 4" 16d a 3" 16d io 3" 6d i0 4" Io 16d 0 3" Io 16d 0 3"I0 16d io 311I0 TO FLOOR CLIP, BLOCK LS50 1-850 L590 L590 L590 1-590 1-890 TO PLATE ia 22" is 14" ie l6" is 16" 0 12" is 12" is 8" 5/8" 0 5/8" 0 5/8"0 5/8"0 5/8" 0 5/8"0 5/8" 0 ANCHOR BOLT 48 o.c. IB o.c. 14 C.C. 12 O.C. 28 or-. 24 oz. 18 o.c. SPACING 9 1/2" 01/2" 0 1/2" 4 1/2" 0 1/2" 0 1/2" 0 1/2" 0 36" o.c. 13" O.C. I0110.- 9"IS" o.c. 15" o.c. ll" o.c. I. OVER DOUGLAS FIR STUDS to 16" O.C., HEM -FIR TOP PLATES ARE Or -AY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. . 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE $4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6. DOUGLAS FIR SILLS REQUIRED, STAGGER ALL SILL NAILS AT WOOD FLOORS 1. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" TRC --r. PLATE WASHE.Q. 10. REQUIRES 2 ROWS STAGGERED 4 PREDRILLED BY: J n DATE: 2 11— JOB 2JOB NO: % (o 3 PAGE 't OF Nort hSiar ENGINEERING Civil Engineers -Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL 0 Q0 0 ALLOWABLE LOAD/FOOT- 260 380 490 550 640 7160 980 1 SILL NAIL 16d 4� i6d P 3 IC d 3 � 2 ROWS 2 ROWS 2 ROWS 2 ROWS 16d (@ 4" 16d (@ 3" 16d (@ 3" 16d (@ 3" NAIL CAPACITY 3Co6 490 490 -132 980 980 980 . 5/8 O 5/8 0 3 5/80 3 5/8" 0 3 5/8" 0 5/8" 0 5/8" 0 ANCHOR BOLT 2 48 IS�� I4.1 I2 � 28 24 IS SPACING 1/2" (P 1/2" 0 3 1/2" (p 3 1/2" 0 3 1/2" (P 1/2" 0 1/2" 36" 13." 10" 9" IS" 15" II" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X 1/2" m ANCHOR BOLT CAPACITY 2�5 380 495 550 64-7 I76 1,056 5/8" 0 ANCHOR BOLT CAPACITY 29� 396 509 594 651 l60 1,012 NOTES: I. NAILS PEP ICBO REPORT NO. NEP-2l2 CAPACITY OF 16d SINKER = 94 *1.30 = 122 /. MAIL 2. DESIGN CAPACITY OF BOLTS PEP TABLE 8.2E OF THE '97f NDS: CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X SILL = 1.33 * 6201t = 825 # / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * '7304 = 9-70 # / BOLT CAPACITY OF 5/8" (P ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 # / BOLT CAPACITY OF 5/6" (P ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1516 # / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOR 2X SILL PLATE WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < 600 PLF. BY: M N VA DATE: Z I Z JOB NO: PAGE OF NorthStar cis-�•° .:,...',r .;��*-tet ENGINEERING Civil Engineers* Planners *Surveyors PAF, i t�' -_ F, N4 D�Stvt� Qin I �ooF _..9 , W = 15 (.030> tis = Z,O3 K I._ �z.o3>/,oq5 = 32 1 NZ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: I I DATE: 2 2— JOB JOB NO: PAGE I I OF NorthSt_ar ENGINEERING Civil Engineers* Planners* Surveyors dM 3 dM H RooF SPNN= 18 y-/1 -z 3� 3,51 N=I.'5 (3,51) / lh5 = 3Z.0 1 N� IBz /z.`i = 79,0 Ilv� IzO 5. y Z'-1 '-1 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 b M 5 = 1.5 (5,-1B) tq - y G 1NZ 83 ' 1.5 �z5i ►BIZ/z.� = S� I�3 I�5 SZ. 5 (1 -0' /H) (3(, /z,l) L /s /SLA M F �_G 5.-78/1 5= 3 8z F T z L1SE 30" X30"� 18." W/Z-#4) BY: M N I—i DATE:. Z I?— JOB ZJOB NO: 7(0 83 PAGE 2 OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 G. t-,11 7 S FLoo R 3.51 K SPAN ; 1y -7- w- 15u.03) �RLm ILI' ,H 3,51/z _ 5• Z t� i�- �.5 ( 5.2-)/,)q Z 4 c�5 y a. /y� 1'-1Z / Z , ` - 7 8 1 N13 4� �Z'I6 (Lig t 3 5' �H� `i3�`i = �J U Ny < (o�l • �j HC,� L- f G A'=ZLEO F T (,= 5.7-/i3.S 1=TZ o 3o " VA /Z - *LI EW b r'i 8 r- IL C? o (t,BM &A l -7 1� _ (•051 _ ,(�5 K I3 / Kt (-I/z) .65 4 IOMA- .` -7,5 K 51 lNz- 5- 5 C 5 '°�/i) 72�Z,� 53 to IN3 /Z 11 `7/5 F i 6_ .5/, .� _. O F TZ L4:5 t_ I I Z f 3Z—' 18 " L.� z ``ti E. W . BY: M N H DATE: 212 JOB NO: PAGE 17) OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors b M 9 P- i y (,, z� . 03 K SPKN=ZLI L) L-1 /Z - Z. 52 I< Z 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 v H F TCS FTZ y I s PAr4 _ I o' kj = 5= I. G (. 7.3) 10' 13� _ 77 3 (1 o�3/ q-) 2 -7 3 r4 4- o I �>f8 I� t�-,7 L41'"I 77711 - r=T-7 FTZ �F- I 1 2' 3�1S0 18"S7/t� �P �N .4 -71 5° 3(,D 12- .y = 150 IN5 �Z < \ L-\ 1A v H F TCS FTZ y I s PAr4 _ I o' kj = 5= I. G (. 7.3) 10' 13� _ 77 3 (1 o�3/ q-) 2 -7 3 r4 4- o I �>f8 I� t�-,7 L41'"I 77711 - r=T-7 FTZ �F- I 1 2' 3�1S0 18"S7/t� �P BY: i rl V, DATE: Z I2 JOB N0: 7&33 PAGE 14 OF -DaC2I61�NJ NmthStar ENGINEERING Civil EngineersPlanners- Surveyors i= L OD IZ cz-) V e GK. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 N T 1� r:::A vJSI.0,oG .1 -KIS �rl tl = - - S 2 I.3 u� C 1 S �l fou j o 18 - �sF, ITT 3sI1.88 4AI BY: —j rip, /ZJOBDATE: Z-/-z- JOB NO: -]� pj 3 PAGE ICJ OF I C2 NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 (1 -7 1-z -54= -7 A- -7) 5= I. S(•�) 17Z�2.8 = Ion rJ3 G I <05 "17� FAX 530-893-2113 - FT F T Z� �I� x Zi��� x I IGS► :� Z t 11 F1 I Z 2 j 4ft den Environmental Health MAR - 6 2002 Chico, California >t A O� County r -O A. Du� A.A ay 040 00-1471 PLATT JOSH �� 94J2 VAN NESS, NEW SICHICO SI OWNER NEW SINGLE FAIvIILy U ��lov� FEDERAL EMERGENCY MANAGEMENT(AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTf,,,ATE ' Read the instructions on pages 1 - 7. . O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number - BUILDING STREET ADDRESS (Including Apt. Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL. Number. 9g-& Z VAA1 NESS W4 � LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):..... ##' - ##.W or ❑ NAD 1927 NAD 1983 ❑ USGS Quad Map ❑ Othe----- _ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY NAME B3. STATE &rtz Go. J nuc o&001'7 I Au77C I B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBERG DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 0-6-/996 ft6 /(o/. & B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile A FIRM ❑ Community Determined ❑ Other (Describe): ..... B11. Indicate the elevation datum used for the BFE in B9: ❑ NGVD 1929 ❑ NAVD 1988 []Other (Describe): i,�S B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes �4 No Designation Date_ _ _ _ _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum (/56S Conversion/Comments Elevation reference mark useA�2Does the elevation reference mark used appear on the FIRM? Yes N D ❑ a) Top of bottom floor (including basement or enclosure) !Lft.(m) C3 b) Top of next higher floor /%�ft.(m) ��C�S �S Q. S ❑ c) Bottom of lowest horizontal structural member (V zones only) ft.(m) H F ❑ d) Attached garage (top of slab) W v 'Q C3 e) Lowest elevation of machinery and/or equipment d �J servicing the building _ft.(m) ❑ f) Lowest adjacent grade (LAG) ..o 2— ft. (m) = r EXP. 3— ❑ g) Highest adjacent grade (HAG) 110Z. 2.ft.(m) C J x No. 6050 C3 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ... _ _ � qTF0� C3i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm) F CA\-\� SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER' NAn 5�! � !-S LICENSE NUMBER �S �0�a TITLE �� c /�),�V�/�s COMPANY NAM�p7�� ADDRESS CITY C� STAT CCODC,E�'('�T ,die- C�J7 co 5,77.3 SIG DA 7-22T �LEPHON 3 —l600 FE*A Firm 81-31, AU 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the correspondinc; information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 4l4Z02 V-40 "LESS VAX-- CITY STATE ZIP CODE Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenttcompany, and (3) building owner., , COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) or Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting 'nformation for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) =2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or Q below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Q Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. . SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 'he local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 31. ❑ The information in Section C was taken.from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 32. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. - 33. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. 37. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement 38. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: ----- 39. ---- 39. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: ----- LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS z ❑,Check here if attachments EMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS _JCO EYv HEALTH EHS ' i ❑ APPROVED Permit x: Genera/Information Owners Name: _ Owners Address: Building Site Address: a CbNDMONALLY APPROVED Septic Well ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: (0- —Do AP#:n(/0 —&&-009 Parcel Acreage: 0, 8S A C Prooertylnformation • Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: V Date of Zoning Ordinance: ) (,a — 9 General Plan: Use Permit: Parcel Is In: ❑ Cohasset Panel Number: 0__�_:S_l e _ Proposed Use Comolies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Us Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Development Agreement: Subdivision May Front G v Variance: 'Land Conservation Agreement Ej No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan RNo ❑ Yes Violation Area No ❑ Yes Heiaht Specific Plan ❑ No 7M Yes ❑ Chico JE D2N Enterprise Zone No ❑ Yes, check use Floodplain ❑ No gi Yes Zone: ft No F-1 Yes Watershed Protection Zone ❑ Cohasset Panel Number: 0__�_:S_l e _ Proposed Use Comolies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Us Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision May Front G v Side Side street Rear Heiaht Environmental Health Issues: Septic Permit Review Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Deed Reference: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: Parcel Frontage on Publidy.Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Map Date of Recording: // Lot: Block: Book: ). LI b Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed 6��/68 Page: ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. -r t) Fr?-- ,i-4 a3LnG_ � lntTS� //2.,&-- NOTES !e nid IWC Lyle A7 f D s /1--111-6110 52„�ti!'tvzk Novi/,G, o RESIDENTIAL 7 040-18-"60 00-1471 PERMIT NO.+ PLATT, .JOSH 9452 VAN NESS, CHICO CONTR: OWNER NEW SINGLE FAMILY JOB FINALED (Date) Signature'' OFFICE COPY �ySZ U�4-,5 5 Address GAS /h Meter By �"�, Daten���/��V ' ELECTRIC ' b: • Meter By Date KED i ' : /_ FLOOD CERTIFICATE' REQ. } FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 'y VERIFY USE PERMIT CONDITIONS t SUB -STANDARD HOUSING LETTER Go_i t Re -10 MCA OFFICE COPY i I/ Address�o� [/ 'v '04j" ir 5 GAS � Meter By Date I i ELECTRIC f Meter By ( i Date % f � i - JOB FINALED (Date) Signature'' V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete ' 4. Water; location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1 . 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 2. 7. Well Clearance & Discohnect 3. 8. Utility Clearance 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Carports; Windows -Doors Card B-1 Date Card B-1 Date Electric Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 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 5. Elec.; Pool Lighting; 15 Volts-GFI Date 6. Card B-1 Date Card B-1 Date 7. Card B-1 Date Card B-1 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s- 's1. 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- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL`(Single & Dupl Date underfloor (Plans) OK except #'s Main; Soils-Elec. Grnd.-/ ar Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-/ /91/" Fig. Depth Porches & Decks; Soils -Steel-/ / i /- Ftg. Depth palls, Main; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Sjab, Steel -Wrapped Pier -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 WarC/O-SeyVrTest tp�<F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Jest -Anchors -Regulator -Service Test 12. ElectricjUilderground 13. PI ms & Ducts' leara ce-Material-S ort -In Girders c s -Joists Cri s 15. Access & Ventilation 16. Insulation Date Z (J' Card B-1 _fj Date Z QQ Card B-1 Dat G 0 Card B-1 Date 01 Card B-1 Date PLUMBING (Permit) OK except #'s 1 . W ter Htr.; Vent -Access -Combustion Air Baffle W r Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date / C✓ Card B-1 2d Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & TynmS15rmer Clearance -Ins. Protection & Switches at Doors (_ze,Bo)wV & No. of Conductors Stapled j&-RgE±x Installed Close to Edge of Studs & C.J. eROP quip Ground made up w/Mach Fastener and la �pliance Circuits iq Kitchen & Conductor Size GFI ®Subfeed Wire Size / / ga. Cu ori 3.C. Wire Size / gy/ 2or AI ange Circle / / ga Cu or AI -Oven Circ. / is / gaL or At Insulated Neutral es ❑ No ervice-Riser Conductors & Ground Main Disconnect 32 -Equi learances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light oke Detector Date ljcJ Card B-1 W6 _ Date Card B-1 c Date Card B-1 Date Card B-1 Date MgWANICAL (Permit) OK except #'s A.C. ,yeti Insulation & Support Fan, Exhaust above insulation Con ensate DWf& Ov ow, S r ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet ; Attic Access & Platform if Furnace in Attic Date /2---Qd Card B-1 „p2_9j Date Card B-1 Date Card B-1 Date Card B-1 Date MING (Permit) OK except #'s Sits Proper Materials & Anchors fr"Walls S 's Nailing Spacing & Braces -Plates -Sound g Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs &11eaders & Beams -Size & Bearing Date Ties-Purlin-Roll 48' FqoOjadie Ti r Type A Flue- 'eplace Throat Clearance tic ass; S' om Pro on -Draft Stop -Ins. affles rgiv Windows or Exiting Doors -Sill Ht. & Dimensio IX -/Y arage Fire Protection Framinge- (� tjc 53. Ex!_Pobrs-One 3' -Check Garage 3rd Story, 2 Exits 5 Pllawood on Roof Overhang -Attic Vents- Raffer-O-utriggers Si 'ng -Nailing Veneer Stucco Mesh -Drip Scree -Fd. t - Jnderflr. Access lazi . g Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 60. B!.ace Interior/Exterior Wall Panels %pC-?_Ol/ Inplation-Walls-Ceilings Infiltration -Walls -Windows Date 1'y S - p d Card B-1 Date,/Z-/1/-00 Card B-1 �04 Date Card B-1 Date Card B-1 & Date % ®O' FINAL (Plans) OK except #'s 174-Z-9100 a40 6 taps -Door & Sidelight Protection -Landings 4 moke Detector Fur ace Vents -clearance -Comb, Air -Connector - Garage; Above Floor -Ducts -Mach. Protection J16droom Exiting K,121t.j. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels K. airs & Rails K. F eplace or Stove, Clearance -Hearth 7 . Fp6c. Outlets at Wood Panel, Int. & Ext. kllt. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter rage Fire Door; Swing -Landing -Closure VX.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth /Clearance Looked under Floor p Yes Fallowing Instld./Drive 0 Yes ] No/Walks O Yes ❑ No/Planters,:) Yes D No 66.Atucco Brown -Finish 1A.C. Unit Disconnect, Electrical -Plumbing / Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings V7 Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House 80 Glass Protection 80. CorrectigM from Previous Inspections aim Od n 91. Sest-Meters Tagged, Gas -Electric 9 ater & Sewer Connected -C/O to Grade -HD Approval EKergy Compliance Certificate -Other Certificates 94. Address Posted Date /9 m Card B-1 f Date Card B-1 Date 7' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION 1 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE PIA -4-¢- 00-IV71 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. r!S-) 'V7 r111. 7-2 4 Z;4' da>,ed 1a-5• 00 Date r2 Inspector k s s C REV 1— REV 10/32 COUNTY OF BUTTE; i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-754' 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. ell e a L /J -7 A PN -W Date 1' a Inspector i REV 10/92 1 ! 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 OR PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the `I 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, ; �s G ��ii yr rr v � 4 e /v / o/40 5 A :Y �M y Date 12-- 5—/947 Inspector__ P+i REV 10/92 COUNTY OF BOTE 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 /V% 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. ••i P/evict"-/ /Z17/' I—C G Ile -v5 12. 61 COUNTY OF BUTTE 7 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. Date 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 P(u 4- - C510 - 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. 5e --e, lal-e U % & Gt-T e Date IpZ q OV Inspector X -)f REV 10/92 .. «. „�-E .•+."Yr .ray.. eTie.ti�-•r1�'.r`Tlllr.+.—r'.v�.v.Y'f�.'.�V'Sr+;r..--.:w:^-j-•-^^�.✓� l.�T� 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. �I /OC/ .( /a. idda11 e, P. 17c�✓ a{r�d 10� 1 t Date % Inspector( REV 10 92 . r �``rt�4.�ilu�� w.�..•jr�c.--•n+'4>-Lyes* .t.. .l•. .. '.S`.'�4 .a? vQ`/ -, -`'a y • { jyq;' a , i 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 adVIfd should be corrected. Please notice this office when correction of work is completedhave any questions pertaining to this matter, or need additional explanation, please cos office immediately. r o Date /211421 0 Inspector]' U REV 10/92 ENEENGIjEEREDjW100D SYSTEMS Certificate of Conformance Certificate 054064 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 NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural 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 QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. �%%'tLILI �Q`f ORP 0 =rV F�titlt i rM cm SEAL . v' Z' : CJ : ; '*% f' ,/% L by � � Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma. WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 POUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PEgMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER JOSH PLATT TELEPHONE 892-2610 SO. FT. OCC. BUILDING VALUATION 3366 R 181 764.00 OWNERS MAILING ADDRESS PO BOX 3779 CHICO 95927 910 U 16 380.00 CONTRACTOR'S NAME OWNER TELEPHONE 604 C 798 2.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total valuation $ 205.9 6.00 ARCHITECT OR ENGINEER LICENSE No. 60887 Filen Fee $ 20.00 Permit Fee $ 1010.50 ARCHITECT OR ENGINEERS MAILING ADDRESS MIKE HUBLEY 3650 MORROW LN CHICO 95928 Plan Checking Fee $ 656 .83 BUIL!• ,en -0- - - 9452 VAN NESS CHICO Energy Plan Checking Fee 23.00 PERMIT FEE $ 1710.3 LOT NO. $ 1 SUBDIVISIo AM GREEN #2 ME�16768 PLUMBING PERMIT Filing Fee 20.00 Each Trap $ 7.00 12 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent j 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: STTT GLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 a00VOR LESS Main Service 2o.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 UII force and effect.q h License Class Lic. NO. 17"S-,2 / / 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 astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' 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 fort ith comply with a Prov' ions. / X , Date - 1 G Sign re of Applicant- Owner IonContractor ❑ Agent An OSHA permit is require for excava s over 60" deep and demolition or construction of structures over 3 stories in height. Main Service POA TO 1000A 46.00 NEW CONST. DWELLING OCCUCCUP. SO 3 OR ADDNS. 6 ACC. BLDS. .5¢x:1496( T. ," N pE°SI. MULTI-OUTLC'RCETITS 07,50 POWER APPARATUS 8 SIN°LE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 .00 BAL @ I. 0 Ex. Occup. °FIXUT E°APP °eA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 215.66 MECHANICAL PERMIT Filing Fee 20.00 Heating 35.00 Cooling 35.00 Hood 6.50 6.50 Ventilation 5 4.50 22.50 PERMIT FEE $ 119.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3/ CONtYPE VTOT EE $ 2311.99 HAZ.FLOOD AE COF .._-. PARCEL X PD X HD XIV ISSUcompensation This permit is issued under the Butte County Code and/or Inde` above or which fees have By PERMIT PIRES ON the applicable provisions Resolutions to do work been paid. 2 -00 Date - Date Receipt No. J � WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Jo R) e., 'p F' ASSESSOR PARCEL NUMBER: d'y � V Proposed Building Use: Ale,,) 5 /r Building Inspector: A6 Date:_ t• / p �� At time of permit application, I was advised the following data must be submitted prior to permit p ceasingAd/or issuance: Date Received By ❑ L All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 9 anufactured Home data and installation instructions including Tie Down Specificaanti.---- ------------ s of $ L5• O� T 6 ------ , pact fees as shown on the attached schedule.----------------------------------------------------------------- q 7j alifornia Department of Forestry plan approvaUfees. --------------------------------------------------------- lood elevation certificate. ------------'-1---5--,-,-`--------------------------------------------------------------------- anitatiod'and plot plan approval Health Department. ------------------------------------------- 7- ! ¢• cy? Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frorp the City of Biggs. ---------------------------------------------- +� 7. Planning approval for (A) Use: oiQ*'_'. (B) Parking: -------------------------- `7-- 6- ® 8. Contact Land Development about Improvements, ❑ Drainage gal Parcel. ---------=----------- 1 4-13 0.q4T6d1&ment Permit for driveway (construction approval prior,to occupancy). ----------------.`----------- ❑20. Pre -inspection for required. Request to Building InspectorI on (Date) ❑21. Contractor's license information. (Number, Name Style, Classificatio' n)- ------------------------- --------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E324. ------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- El25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Che to H.C.D $ 30. Other: &7'3 len you issue the permit, process as follows ❑ Mail to own /� elephone 0 ' *6 /0 and hold for pickup at' [ail to contractor. / G v office. ❑ Deliver with inspector. `l .. licant: �c < e Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep ent, ❑ Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departure ❑ O er. Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required by Vphone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own was sed of the above required to by ❑ phone, ❑ mail, ❑ Btilding Divisio counter, by Date: Plans reviewed by: Date: Plans approved by: W Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A . folder. Note transfer by: Date: VPtln.., f`.,.,.. Tle...,.-t». e..« ,.r i1,._.,.1.._--__• o---=--- ^ ', , .� t 'L E.H. USE ONLY Ploi - Man Attached Floor Plan A c d - Sant to B. TO: ing Department -•- FROM Environmental Health S ECT: Sanitation Clearance >& /,& /)&), & S S. &, a& - e Owner Location Plan Approved for: Sewage Disposal _1,,I- Water Supply: Public ✓ Private Well Clearance for -/ dwelling. Other 160 P Final clearance O.K. for: .w NOTE: c Environmental Health Specialist 8/96 Date r r kyr INTER -DEPARTMENTAL MEMORANDUM TO: - BUILDING DIVISION, OROVILLE FROM:ENVIR. HEALTH, CHICO DA • ! Le v 66" C ICL RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: I�� �� SEPTIC: _ WELL: ADDRESS/LOCATION:` /. rte:✓ Comments: GUmemos/releasehold ` ' OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 nq SCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PER FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2--9CHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $0-fi Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Co ercial (sq.ft.) .. x =$ Sq. Ft. Amt. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #O7 N W�ESC� DATE RECEIPT # -Jo Aj� DATE REC a 760 AILI G /�u l dao At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed ng the plan checking process. APPLICANT t DATE ria Pursuant to Govel6ment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUTTE COUNTY PARK FACILITY FtE*Pi4YMENT CERTIFICATION FORM' DURHAM RECREATION -AND PARK DISTRICT - 00 � Assessor Parcel Number (s): Property Owner (s): J S .j- ,}- Project Location/Address: 1/G N. /V eS S Subdivison Name: &/Imm 61 f 2. A.-' Assessable Square Footage: t Type of Residential Development (check one): _ 3 ❑ New'Development ❑ Alteration/Addition ❑ Mobile Home (s) Non -Residential to Residential r t . <t Building Divisi / Represent tiv Date 4 Durham Recreation and Park District (DRPD) certifies'that �as /0 Applicant Name* Applicant Phone Number D • i30x 37 -?9 E Street Address (Earn l59a7 City State Zip Code R' has?complied Wlth;the requirementstof the Butte County Beard of',Supervi`sor� Resolution No. 93 - 114 by payment for 33(v(o square feet at $ 1.04 per square foot for a total payment of $ 3500. !o I r<k(1A1,0,(A q/2-400 RPD Representative . Date PAID. BY CHECK No.: I \Remarks: BANK No.: X10 35n� f PAID BY CASH: RECEIPT NO-: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW- BUTTE CO. BUILDING DIVISION 1, Commercial/Industrial FI New Addition Sq. Footage Date (Including Exterior Roofed Areas) District Identification No. �(CP 4A-rn School District certifies that S A4 8/ AZr (Applicant) V—PM Ness ',(Street Address) (Phone Number) cA 9sy -3 sr (City) (State) (Zip Code) �r has complied with the requirements of Resolution No. by payment of $ :representing 3 4p 4, square feet. JFABi29266 $ FULL MITIGATION $ 9- 2 Z - o -a School District Representative' Date Paid by Check # . Remarks: r 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 (CEQAI, this project may be subject to additional school fees'to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm PRC' -ECT PROCESSING RF=u:ORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE pESCRRUON OF STEP Fes', 1 R-RkUCTURAL DETAILS. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. U iGi2 -f LWd6 1 OY7 6.' Floor construction details complete enough to construct building.�� Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. re i'i co I..) Fireplace construction details and calculations if necessary. '"'-fr�� (Garagedoor header size(s).Porch header size(s).4?�iJStud heights. xpansive soil - special foundation design required. ��0 of¢a°�1 . Retaining walls requiring design. Ya 'dW �y 5 Special Inspection requirements. p()pr-� elV : 17 Header sizes.. 1.8. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).'. Guardrails (Uniform Building Code section 509). -_73& Brick or stone veneer (Uniform Building Code section 1403). Exterioi plaster.- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - Roof 66veiing-type'-- (fire hazard). y Foam insulation -protection. 577 r-Q- 36"halls and stairways (Uniform Building Code section 1004.3.3.2). 00 / Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). aderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 15� Ula 1: Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. nSound requirements. - = Energy design compliance and supporting documentation. re 15. Flashing at all exterior openings. 16. CDF responsible area requirements.,r►� 17. Building Permit requirements: frou-1-6(,e r` s / C q-0 17.1. SRA. 17.2. Flood elevation certificate. �u.� ��� 17.3. Fire Sprinklers required. 17.4. - Special'. pecial Inspection requirements. 17.5. = Use Permit conditions.: (,1,V- k, Com. �- 1 cue 17.6. Sub -Standard Housing letter. j�o OI�I�lain-t� Page 2 of 2 y'ar sift . iU RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCE LAAEOUS ONLY Owner: �� �J .T, Building Permit Number: C-� Plans Examiner: A- P. Number: GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Building permit valuation /3' Plans signed by the designer. ,4!' Proper description of work. on the application. ,,5! Existing violations on the property. Recorded notice of violation. / PLOT PLAN: 0-'1 Complete parcel size and dimensions. �y /i Setbacks, side yard, easements, etc. Other buildings or structures.�� D a 1� 4 Grading, fills and/or drainage. / — �fi Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: I. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7)." /8/ Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). s GFCI in baths, garage, kitchen, wet.bar;'and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Unifor n PluiIIbi4 Code 509& 1213.5). 9. PmWWftd locations of gas heatiag'equipm t (Uniform Mechanical Code 304.5). PYwiGLe bac c Garage firewall separation - rruired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exceptio643). XWood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). T' Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 August 10, 2000 Josh Platt P.O. Box 3779 Chico, CA 95927 Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1471 Assessor's Parcel Number: 040-630-008 Dear Mr. Platt: Services This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: Please key all details and cross sections to the plans. The details shown on sheet 10 are either not keyed to the plans or are keyed incorrectly. Show shear wall lengths on the plans. Address all openings in shear walls. Provide shear transfer details of interior shear wall connections to the roof diaphragm. Show location of "drag.2" specified in the structural calculations. If drag loads are to be carried by trusses then provide confirmation from the truss manufacturer that the trusses have been designed accordingly. The notes regarding header sizes on sheet 11 of the plans contradict each other. Please clarify header sizes and types to be installed. �7. Provide detail of balloon stud framing showing the requirements specified in the structural -/ calculations. ,S. Provide beam layout sheet and gravity calculations for all beams. A( Provide porch roof connection detail showing the requirements specified in the structural calculations. rovide footing details on the plans for all footings specified. Plan check will continue upon receipt of the above items and those items listed in the letter from Martha Whitney sent to you on July 28, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. JII II.CI Gly, Slt�7' Z v OP-- ICs - S' /4 011 C% /225Vv f ACAIC-7v1T AVo 7-6 -ftfa v✓i✓ ®N Philo Hunt, P.E. / �%/�2Ov llr�� j Plan Check Engineer 7V 415 �f� )VP��9-�✓s� cc: Michael. Hubley, `P. E. �� V r, July 28, 2000 Josh Platt P.O. Box 3779 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-630-008 Building Permit Number: 00-1471 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as ,°flows: A requirement of the subdivision map requires that a compaction report must be done for each lots building pad or your foundation is required to be designed by an engineer. If this site did not have a building pad constructed by the developer and therefore does not have a compaction report then you will need to have your foundation designed by your engineer of record. ,Z Provide location of HVAC equipment. If it is located in the attic please design the truss for the appropriate loads. If it is located on the exterior of the building then you will need to show location and elevated above flood plain. ,X. Dimension shown on the right side of plans along wall at master bedroom is incorrectly stated. It should read 34 feet, 5 inches. Please revise. Engineer of record is to address all truss loads over 5000 pounds. Provide foundation design F. as calculated and show all supports directly on the plan along expected load path. 61194�b� Tazcur OK- Engineer of record is to provide a stamped, signed letter that he has reviewed the trusses and rIt• he approves them per his lateral design. .e Provide all requirements from the code that pertain to stairway construction. Minimum guardrail height is 36 inches, not 32. Please revise. •Provide a minimum of one section detail through this building showing construction details and re uired insulation. Provide header sizes including for support of the porch and garage door. 1p,1� 10. Provide. all window sizon the plans. There are windows on t0north and south orientations that are in the calculations which are not on the plans. Glass area of the front door must be calculated using the glass area plus a two inch frame around glass area or the entire door opening. Door shown on plan must reflect door used in the calcs. X. Provide manufacturer's specifications for the furnace showing a of 90 nd for the AC with a SE�f 12. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $15.00 2. Complete and return the Butte County School Impact Fee Certification form. 3. Complete and return your Durham recreation District form. Sincerely, Martha Whitney Plans Examiner cc: VerticalTechnology Engineering F4KN REVIEW .RESPONSESDIRM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. It this form is not complete, as to all correction items, we will not be able to accept your resubmittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: 70Sl„a -} P s /ZL/o ASSESSORS PARCEL N MBE PERMIT NUMBER 0z/d - 630-008 00 -A/W RESPONSE FOR PLAN CHECK LETTER DATED: 17/a8loo PLAN CHECK ITEM # RESPONSE BY: vel t�Y�Y Tc �1AJa ��j y LOCATION ON PLANS/CALCS: Mgme- 11-1-20 &F COMMENTS: '? \" FCyv/%IES - U PLAN CHECK ITEM # RESPONSE BY: %dhls , /9G LOCATION ON PLANS/CALCS: hA( - _ Q0 % COMMENTS:. -T U S e /-&... 4, N!i/4e ?rue,-, -0 177 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: O CHECK ITEM # RESPONSE BY: :ATION ON PLANS/CAL S: ,O"�e o2 3 16 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ell -p- /M �I r/ L• S K M v,/ IL•/41V r 3 �/ PLAN CHECK ITEM # RE/SPONSE BY: LOCATION ON PLANS/CAL-CS-- r7 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: A- -�e— 3 - COMMENTS: COMMENTS: DN 7 C .CD �' /�.��9i[JS . iNlbw arc ainti 1,J-'� 7-6 0.14 C- 2 PLAN CHECK ITEM # RE/SPONSE BY: LOCATION ON PLANS/CAL-CS-- r7 PLAN CHECK ITEM # RESPONSE BY: I Wke, t�, LOCATION ONPLANS/CALCS: COMMENTS: DN 7 C .CD �' /�.��9i[JS . iNlbw arc ainti 1,J-'� 7-6 0.14 C- 2 PLAN CHECK ITEM # RE/SPONSE BY: PLAN CHECK ITEM #RESPONSE BYY: -f K- IeC 1 LOCATION ONPLANS/CALCS: CG.(Ci,(/ c7rGvr APb COMMENTS: DN 7 C .CD �' /�.��9i[JS . iNlbw arc ainti 1,J-'� 7-6 0.14 C- 2 PLAN CHECK ITEM # RE/SPONSE BY: LOCATION ON PLANS/CAL-CS-- r7 COMMENTS: PLAN CHECK ITEM # /0 . RESPONSE BY: / 2)6 ,0A)A LOCATION ON PLANS/CALCS: c, 5 N i& COMMENTS: DN 7 C .CD �' /�.��9i[JS . iNlbw arc ainti 1,J-'� 7-6 0.14 C- 2 PLAN CHECK ITEM # RE/SPONSE BY: LOCATION ON PLANS/CAL-CS-- r7 COMMENTS: PLAN CHECK ITEM # I RESPONSE BY: ILOCATION ON PLANS/CALCS: PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submit al. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.' please indicate your response to each item and the location where the information can be found on the planskalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrM REVISED AND ORIGINAL PLANS OWNERS NAME _ ._ ._ . _ . _._ _.._ ... -.._ ..... _..... DATE: _:: ,.... _. .. :.:..... - lag E%<, a0 ASSESSORS PARCEL NUMBER PERMIT NUMBER ; RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: - LOCATION ON PLANS/CALCS: - D COMMENTS: tlerlek#eY P o2 00 PLAN CHECK ITEM # RESPONSE BY: NAP-. 1,11erT,4® LOCATION ON PLANS/CALCS: / COMMENTS: tlerlek#eY P o2 00 PLAN CHECK ITEM # RESPONSE BY: 1 /0( Tcc f LOCATION ON PLANS/CALCS: COMMENTS: tlerlek#eY P o2 00 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # 5 RESPONSE BY: Ve rTecrl LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR- PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: U z Ll er 2c H AJe�Pd: N 75 le w PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ller COMMENTS: OYL I i IPLAN CHECK ITEM # IRESPONSE BY: TLOCATION ON PLANS/CALCS:. COMMENTS: IPLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 1Verticaffechnology XAI. r Engineering 3650 Morrow Lane, Chico, CA 95928 Teh Ph. (530) 899-8716 Fax (530) 899-0688 4A Email MDHPE@cs.com o Structural calculations. Client: Project: Location: Josh Platt Lot 8, Van Ness Subdevision, Durham CA 040-6:;,30 -o0 8 00-14 7 / QeQa slog N 6 87 9vILDIHG`DEPARTM9Nv F IVI Q��P D DO �' �. I r� M OF CAU 1771. Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. r PROJECT `M PAGE VERTECH ENGINEERING ENGINEER DATE _ DESIGN OFTO �— c✓r`� 1 er v. V 2 ulo 4' Beam Sizer Design Program VerTech Engineering Project: Platt Lot 8 Date: 2/21/2001 Location: Deck Girder N ❑Valley Beam Slope of roof 0 :12 Select Beam • Width 3.5 in Dead Load 10 psf❑ DFL (N) #1/#2 Dim Round Member Horiz. Member Live Load 40 psf DL + LL Deflection Criteria 240 (0 Fb' 1275 psi Length of Beam 3 ft Fv' 95 psi Width tributary to beam: 3.5 ft Unbraced Length . 0.5 ft Height Required 1.8 in CD 1.00 CF 1.50 A Req'd 4 in^2 CM 1-.00 CV 1.00 S_ Req'd 2 in^3 Ct 1.00 Cfu 1.00 I Req'd 1 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 , Fbe= 389676 le= 1.0 RB= . 1.3 Fb*= 1275 Total Uniform Load 175 plf Mmax 197 ft -Ib OO Shear at d from face? Vmax 237 Ib EI Req'd 3 *10^6 #-in^2 N LONGFELLow LUMBER CO. ■ Quality Truss Design, ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: 'Pla- Address: t/o17 11,35 (�D /4 7//yt,l� Df x I�UTTE tf+i t Y AP#: W&MG-DOARTMEK(f INC. Job No: ZQ 1 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• AGENCY' Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 u .a `. C. 'Y t Q �✓'.�J ....ay �, r � I ' i �� a.ry �•',t LLQ ". � / ('� � �j �'. t t � 71 IS /. i...i_ai, .. f _. _..._. jj � •. a°'t i+ '�h". i L _``„ itra3 " �• ... L y `��'i1 • f _ . - _-, `� ! 4.� � ;�i � 1 ,�, fix. .lx�� �" Ll ' t -.w e l r N -4 00 im LLOT80620-PLATT / LOT -8 - B-1 SPICOMN TOP CHORD 2x4 DF -L #1 .-NOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard c s PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. L1. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. - C-1 C+ -s Co C= W5X6 4 W5X6 ,6 H W5X6 v A 6 r A C=3- 04 0 A) a A IleW a W _ THIS OWG PREPARED FROM COMPUTER INPUT -(L -OARS 3 DIMENSIONS) -SUOMITTED-BY-TRUSS-MFR---------- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00° OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. z W3X6 -,zG, W3X6(Al) es W1.5X4 GI W3X6 Em W2.5X4 Im CXV W3X8 x � W W3X6 is W3X6 m9 W2X4 IU .AG8-0-0 W3X6 (Al) in CM3 14-0_ 34-2-4 I 0-1s0-0 .-� 17 - 2 -0 3-�-' a 20-4-11 _ f`— 41-2-0 Over 3 Supports I R-1183 W-3.5" R-1523 W-3.5° ate. R-121 W-3.5" LCJ �r M PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA - 1 - = F ( --YARDING-- TRUSSES REQUIRE EXTREME CARE IM FABRICATION. HANDLING. SHIPPING. INSTALLING AND O BAAC116. REFER TO 8I1.91 (2ARDL.*G INSTALLING ANO BRACING). PUBLISRED BT TPI (THOSS "Art 01 TC LL 16.0 PSF O 10TIITOTE. 503 D•ONOFAIO ON— SUITE -200. MADISON. WT $3716). FOR SAf9TT PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. DILESS OTHE2WISE INDICATED. TOP CMOAD SHALL NATE PROPERLY ATTACRIO TC DL 1 0.0 PSF CV STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROFCRLY ATTACHED RIGID CEILING. 'IMPORTANT— FMMISH A COPT OF THIS 013161 TO THE INSTALLATION CONTRACTOR. ALFINI E10INEIl - Lt7 PRODUCTS. INC. SHALL NOT GE 113PONSIOLC FOA ANT DEVIATION FROM THIS DESIGN: ANT FAtIeRE BC DL 7.0 -PSF THE 5 5 N AL P I N E BRACIING orTON TRUSSESU USLI TTO,, OISI6RICOMfO .HIT$ APPLICABLE PROVISIONS SHIPPING. INSTA 0 BC LL 0.0 PSF V CONIECTOISIAREFHAVESOFO20GA ASIII TM A653AG1AoFOREST GAPr. STEEL.EICEPTIAt NOTED. TPI. APPLY CONNLCT011TO ct 25 2000 * TOT.LD. 33.0 PSF EACH rue OF Huss. AHD U1L[Sf OTHERWISE LOCATED 01 THIS 01310. POSITION CONNECTORS 0[t 0"111161 100 A.I. Tot SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Or PROFESSIONAL LNGIIEEAIT6 CNG. APP ��CA 92 ,Ina COMP01[07 FORYANTLELY PARTICULARETRUSS BUILDING�IS TAE RESPONSIBILITY OF TUE BUILDING DESIFORIMT OLStGj SHOWN. THE SUITABILITY GNER. fit THIS DUR.FAC. 1.25 ANSI MI 1•I9IS SECTION 2. CA11 SPACING 24.0' Scale -.125*/Ft. REF R427--65306 DATE 10/25/00 DR W cAusA427 comm CA -ENG JCJ/GWH SEQN - 27496 FROM ED LAT80520-PLATT / LOT -8 - ESGE) B-2 8P/GE PRT-DTC/SGE TOP -CHORD 2x4 DF- #1 SOT CHORD 2x4 DF -L *1 WEBS 2x4 DF -L Standard rn `SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, a.: 110 PSF BC LIVE LOAD PER UBC. r-3rHIS TRUSS DESIGNED TO SUPPORT 24• TOP CHORD OUTLOOKERS. LIABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. 0 IN LIEU OF RIGID CEILING OR SHEATHING. THIS MEMBER TO BE BRACED AT 24. O.C. E-+ v c� 0 a w A w 914 Z W3x6(A1) a W[.Sx4=— ..-•-•• — W3X6 = z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE ONG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) 1X4 'L' BRACE. 807, LENGTH OF NEB MEMBER. SAME SPECIES 11 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6. OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00. OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X6 to W3X6 - 6s 46 e WM(Al) = w 1-4-0 z "'6 22-10-12 1 0-10-0 L 17-2-0 13-7-5 I 20-4-11 Q � I I 41-2-0 Over 3 Supports R-217 PLF W-4-3-8 R-116 PLF W-22-10-8 off. R-428 W-3.5' Note: Al Plates Are W1.5X4 Except As Shown. c� PLT TYP. Wave TPI -95 R Desian Criteria: TPI(STD _CA/ -/1/-/-/-/F **HARMING** TRUSSES M[GOtO[ EIT1[xE [ARE IN iARAtCATIOA, NARDL LIG, SH[PPISG, I45TAL1116 ANf O BRACING. WEI TO HIB -91 (HANDLING IISTALLIAG AID BRACING), POBLISMED BY TPI (MUSS PLATE O INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, RROISON. N1 $3719), FOR SAFETY PRACTICES PRIOR TO OAALPINE PEAFa1MING THESE FUNCTIONS. OIL[SS OTHEIWISE INDICATED. TOP CHORD SMALL NATE PROPERLY ATTACHED N9TRUCTUTAL•PANELS. BOTTOM CHORD SIALt HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF 711S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINI [96111110 L.C7PRODUCTS, INC. SNALL NOT 81 1[SPOISIIL[ FOR ANY DEVIATION FROM THIS 0[9181; ANY FAILURE TO BUILD THE TIOSSES IN CONFORMANCE MITI TPI: 01 FABRICATION. HANDLING. SnIPPT16. INSTALLING ANOBIACINO OF IRONIES. THIS VISION CONFORMSNITSAPPLICABLE PROVISIONS OF IDS (NATIONAL OESION SPECIFICATION ►UILISMED BT TNI AM[MICAN FOREST AVID PAPER ASSOCIATION) AND TF1. ALPINE CORECTORS ARS MAGE OF 20GA ASTN ANP S1V0 BALI. STEEL. E1C9PT AS NOTED. AP►LY CONNECTORS TO EACH FACE OF 11053, AND UILISS OTSIRMISE LOCATED ON THIS 6E8110. POSITION CONVECTORS PER DIANE63 160 AQ. THE SEAL 00 111$ ORANTNO INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEIRING /1jPjpp Epp � p SISPONSIBILITY SOLELY FOR THE TIISS CORPONENT 015160 $NOUN. THE SUITABILITY ASO ISE OF THIS B ttO. PASB28 • COMPONENT FOR ANT PARTICULAR SUILDIIG IS TIE SESPONSIDItITY 0► THE BUILDIXG DESIGNER, PER ANSIITPt 3.1995 SECTION 2. np1.D W. '` TC LL 16.0 PSF DL 10.0 PSF BC DL 7.0 PSF ttmNitTC SC LL 0.0 PSF ,tTOT.LD. 33.0 PSF trzo;r DUR.FAC. 1.25 SPACING 24.0" -91.8' 0-0 Scale -.1875"/Fi REF R427--65314 DATE 10/25/00 ORW CAUSR427 00299016 CA -ENG JCJ/GWN SEAN - 27535 FROM ED (L.OTS0620-PLATT / LOT -8 - C-1 COHN ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L 01 � WEBS 2x4 OF -L Standard N M SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. aw �10 PSF BC LIVE LOAD PER UBC. 00 C-3 C Ca Ix Q. W4X4 w THIS DWG PREPARED FROM COMPUTER INPUT -(LOADS A DTNFNST ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SUBMITTED BY -TRUSS MFR—..-..--- R-1015 FR— -.--- IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC, BC 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c�a x w. • z1�.�°-0. 1-4-0 14-3-0 1 14-3-0 cc �. 28-6-0 Over 2 Supports R-1015 W-3.5• W4A4 (Az) Sa W4X4 (A2) a w M PLT TY P. Wave TPI 0 0 C= N N F: ALPINE v AlP W� CA 9312 � R ign Criteria: TP INSTITUTE. sea D•Olo►Eto Drt.. SUITE E00.-iIAGlsoA.-Yi s9ilf) r•FOt !ARTY PNAttItt RUSSI PLATE PERFORMING TNEff FUNCTIONS. UNLESS OT1[tN{St INDICATED, TOP CIOID SHALL NAVE MOPIILV ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 51010 CEILING. '•11P00.TA1R•• rumiB A COPT OF THIS DE3161 TO TM[ INSTALLATION CONTNACTOR. ALPINE ENSINIEREI INODUCTt, INE. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM TNI$ DESIGN: MY EAILQE T 'RACING OFBUILD THE TTRUSSES!B COTot$ DESIGN CONFORMS VirgABAPPPLICCABLE PROVISIONS ))SH NpiF itG(fAIN T TA4LIor DEf1 N CCVICCIORR AREItruricition PPAPESOFDIOGAOF TMARTM ASS3AN FOREST 6440 GALT. STEEL, ALPINE Irl. APPI LPINECTORf to- CRAVINGS 0 CRAVINGSEor 162 A-1. AIDE UNLESS SEAI Of THIS OTHERWISE ORANINDTINDICATESTills ACCIPTANCI OFTIox PROFEESSSIONAL INGTRERUG 1E1PONSIBILITV SOLttV FOR TRE TAUS$ CofooNEAT DESIGN OMONN. TIE SUITABILITY AND Ost sE YNt4 COMPONENT FOR AAI' PARTICULAR BDILDIIS if THE NESPONSIBILITT OF THE BUILDING DESIND USE PEI AASIFTPI 1.1993 SECTION 1. R-1015 W-3.51 z Oct 25 2000 Qj .8-0-0 VAF-IIi-i - i -/F TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. ' 1.25 SPACING 24.0• Scale —.1875•/Fi REF R427--65307 DATE 10/25/00 DR W CAUSR427 00299003 CA -ENG JCJ/GWH SEAN - 26352 FROM ED (LOT80620-PLATT / LOT -8 - ISGE) 0-1 DTC/SGE Fno,p -CHORD 2x4"OF-L #1 :T3, T4 2x4 OF -L #188et.: CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2, W3,.WB, W9 2x4 DF -L #1: c-, PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. GlTHIS TRUSS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS. THIS AREA (*) TO SUPPORT 3-0-0 OF SIDING LOAD NOT TO EXCEED 10 PSF. coM X— i Ca 0 W3XB 6 W3X6 -r>- W5X6e3 il\ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 8 GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6' OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC La 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (K) 2X4 OF -L #1. FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH W2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS PLATES AS SHOWN. ` X8'Q11 T4 W3X6 s 1 6 r 6 v W7X6 W7X6 a W5X6 E=3 W3 We W1.5X4 M C=) W5X6 = W2 (A) H9 W5X6 A- W5X6 w (K) (K) as W04 (II W3X6 Fa W5X4 Ha W5X4 In W3X6 �• W5X6 E3 z W1.5X4 11 n W5X6 a W5X6 s z F•20� 3- W4X4 A W5X6 rm Kies CZ -1 I�-0 1 t_ 18-0-0 I, 18-0-0 I 36-0-0 Over 2 Supports R-1041 PLF W-1-9.8 m C") PLI ITP. wave TP1-95 R Design Criteria: TPI S1 •'YARNING -• TRUSSES REOUIR[ IIT2E CARE 11 FABRICATION. HANDLING. SBIPPI66. INSTALLING AND I BRACING. "PER TO NIO.91 (HANDLING INSTAIIING AND BRACING). PUBLISHED BY TPI (TROSS PLATE p1, STIlm. 503 D'ONOFAIO OR.. SUITE 200. MADISON. W1 S3719). FON SAFETY FRACTICIS ?AIDS TO C= P[RFORN116 THESE FUNCTIONS. DILESS OTHERWISE INDICATED. TOP CBOtD SHALL HATE PROPEILT ATTACHED n! STRUT= PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT" FURNISH A COPT Of 7315 VISION TO THE INSTALLATION CONTRACTOR. ALPINE 9161I[ERED LL-; PHODICTt. INC. SHALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM 7916 DESIGN: ANY FAILURE TO N GOAD TIE TRI' 11 C01f0OUACE NUN VI: 01 FASAICATIR6. NANOLING. SNIPPING. 1ASTALL716 A A L P I N E BSACIN6 OF TRUSSES. THIS DESIGN CONFORMS PITO APPLICABLE PNOl1tI0Nt OF RDS (NATIONAL CIS[ E-+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t.� CONNICT019 ARE MADE OF IOU AUK A693 6240 GALT. STEEL. EXCEPT AS NOTED. APPLY CORNECTOIS TO EACH FACE OF TRUSS. AND UNLESS OIWENNISE LOCATED ON THIS DESIGN. POSITIOR CONREC1042 PER CRAVINGS 190 A-2. 711 $[At ON THIS ORAIISO INDICATES ACCBPTAICE 0► PROFESSIONAL ISCIO19211: rAMpim q-..L-.-..� �� 8� , 1E6►ONSIBILIYY SOLELY FOR TU TRUSS CONPOINENT DESIGN SHOWN. THE SUITABILITY AND USE Of THE I SbUffinerthm. CA 95=8 �^ maed Wu COMPONINT FDA ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PCt AN61/TPI 1.1995 SECTIOS X. R-463 PLF Wa5-9-8 +8-0-0 Scale -.1875"/Ft REF R427--65313 DATE 10/25/00 DR W CAUSR427 00299012 CA -ENG JCJ/GWH ,SEAN - 27424 FROM ED C A - 1 - - F DW. TC LL 16.0 PSF. TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF 25 200 * TOT.LD. 33.0 PSF 911. P ' DUR.FAC. 1.25 SPACING 24.0" Scale -.1875"/Ft REF R427--65313 DATE 10/25/00 DR W CAUSR427 00299012 CA -ENG JCJ/GWH ,SEAN - 27424 FROM ED 0 -PLATT / LOT -8 - E-1 SCISS ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS AVOIR" SI -SU RUSS MFR. ITOP CHORD 2x4 DF-L.•f1 SOT CHORD 2x4 DF -L'41 � WEBS 20 DF -L Standard C-3. C--7 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. M t• " [G O W4X4 23 E� v —1 6 0 r� w W5X4 Ga 33 1 — -8-0-0 w z z W2X4(Al) va W2X4(A1) w w z ----4-0-0-,�--4-0-0-1 I---8-.0-0 Over 2 Supports--� R-264 W-3.5' w R-264 W-3.5' ca �r PLT TYP. Wave TPI -95\R Design Criter --WARNING-- TRUSSES REO9IRI IITREME CARE 11 FABRICATION. HANDLING. SHIPPING IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 72.00' OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. O BRACING. REFIR TO IIE•91 (HAROLING INSTALLING AND BRACING). POBLISBEO BY DI (TRUSS PLATE O INSTITUTE, $BS D'OIOFRIO DR.. SUITE [G0. MADISON. WI $7119). FDR SAFETY ►IACIICES PRIOR TO O ►ENFOIMING THESE FINCTIONS. UNLESS OTHINNISE INDICATED. TOP CHORD SMALL HAVE PIOPIALT ATTACHED N STRUCTURAL PAIELS, BOTTOM CHORD SMALL BAF[ A FAMILY ATTACHED 91610 CEILING. '-IMPORTANT-- ►LAMS[ A COPT OF THIS DESIGN TO THE INSTALLATION COBTIACTOI. ALPINE [[{([EIRE 11'7 PRODUCTS, IHC. SMALL NOT B[ RLSPOASIBII FOR ANY DEVIATION FROM THIS DESIGN{ All FAILERI N A A L P I N E BUILD THE TRUSSES IB CONFORMANCE NITS TPI: Ol FABRICATING, HANDL INS. SNIPPING, 11ETAWNR D OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAILE P[OTESI019 OF IDS DE V SBAC116 (NATIONAL 6/ICIfICATi01 PUBLISHED BY LAE AMERICAS FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COEIICTD13 All HUE OF 209A ASIM A6S7 CA40 QALY. STEEL, [KEPT AS t0 ED. APPLY CORRECTORS, TO EACH FACE Of TRUSS. AND UNLESS OTR1AN12E LOCATED ON THIS DESIGN. POSITION CONNECTOAS PER DRAFII61 160 A•2. TIE SEAL 01 THIS DRABING IIOICATES ACCEPTANCE OF PROFESSIONAL 1141NEENING AJON ALSPOISIIILITY SOLELY FOR THE TRUSS COMOIEFT 019[601 $MOIM. TO[ SUITABILITY AND VSE OF THIS �n COHIONEII FOR ANY PARTICULAR BUILDING IS TRE RESPONSIBILITY OF TO[ BOILDINN DESIGNER. In ANSI MII. LOSS SECTIO[ 2. Oct 25 2000 CA/ -/l/ -/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0* '47F" REF R427--65308 DATE 10/25/00 DR W CAUSR427 00299004 CA -ENG JCJ/GWH SEON - 26413 FROM ED 0 -PLATT / LOT -8 - "GE] E-2 DTC/SGE/SCISS (TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2X4 OF -L Standard c� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 THIS TRUSS DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS. ,,,,,GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. M cmc (K) 2X4 DF -L #1. FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD C=; WITH W2X4 ALPINE PLATES ® 24'0c. THROUGHOUT PLUS PLATES AS SHOWN. E-' W4) v W3X4 0 6 f W3X46 �a W3X4WX34ftA,, (K) A (K) w W5X4In r ---) 33 L_ w x W3X4 AT z ( ) W3X4(A1) w -r.8-0-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS HFR IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 72.00. OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0--�1a----4 - 0 - I 1.5------8-0-0 Over 2 Supports— R-512 W-3.5• ::24 R-512 W-3.6' cc PLT TYP, Wave TPI -95 R Desi n Criteria: TPI(STD)CAI-/11-/-/-/F O C KAHN NG— TRUSSES REQUIRE EXTREME CAAf IR FABRICATION.RAIDlII6, SNIP/INR. INSTALLING AAD BAACIRO. Wrt TO 918 -BI (NAIDLIRG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INS7I TUTS. 107 P•OIOFRIO DR., O1y.Dr{f, TC LL 16.0 PSF Scale -.375" Ft. REF 8427--65309 O N SUITE 200, MADISON, Rl 57719), PDN SAFETY PRACTICES PRIOR TO F 11FORMING THESE FUNCTIOSS. UNLESS OTBERHISE INDICATED,. TOP CHORD SHALL NAVE PROFULT ATTACHED STRUCTURAL PANELS. 7(� ``9C TC DL BDTTON CHOAD SRALL NAVE A PROPERLY ATTACHED 41610 CEILING. IMPORTANT-' FINNISH COPY 1Q.0 PSF DATE 1Q/25/QO Lt") A Of THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. AL►INE ENGttl[ERED PRODUCTS. INC. fRAll N NOT BE AES►ONfIOIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OU LO TME TRUSSES 19 CONFORMANCE WITH TPI; ON BC DL 1.0 PSF DRW CAUSR427 00299008 t~ FABRICATING. HANDLING, SHIPPING, INSTALLING M AL P I N E BRACING Of TRUSSES. THIS DESIGN C0/FORMS VITO APPLICABLE ►ROgSIONS Of IDS (NATIONAL DESIG SPECIFICATION PUBLISHED BY IN AHIRICA1 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Rz 8C LL 0.0 PSF CA -ENG JCJ / GWH v wT..� `�$-•�"�"' CONNECTORS ARE NAPE OF EDNA ASTM ASS$ C140 GALT. STEEL, EICEPT AS NOTED. APPLY CONIECTONS TO [AGN FACE Of TRUSS, AND ORLE33 OTBEANISE LOCATED OH THIS DESIGN, POSITION CONNECTORS PEA b.,,,a,... B[SPOINISIBIL111 SOLELYTFORSTHE TRUSSICOMPO ENT msism smOvi`EPI►THHE SUITABILITY AND ISE Of TV13 tOMPOR[WT f0A All (ARTICULAR BUtIDIRG 19 THE 0.ESPONS iI IIItt OF THE BUILDING 0413611R. PER 9Sl28 AYSI/TPI :.IDBS SECTION t. Oct 25 2000 * TOT. LD. 33.0 PSF �I'DUR.FAC. 1.25 CAL3FsA' SPACING 24.0" SEQN - 26426 FROM ED 1 MT80620-PLATT / LOT -8 - F-2 MONO TOP CHORD 2x4 DF -L #1 r ,9OT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard Ln �'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. M. co C-3. L cc 0 E— E=+ V b K7 C Ax a c CM3 Ax w C-3 z z W2X4(Al) a w W1.5X4 I 4E— T 2-6-10 -0-0 W1.5X4 M THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC m 72.00` OC. DEFLECTION MEETS.L/240.00 LIVE AND L/180.00 TOTAL LOAD. w z Q -6=8-0 Over 2 Supports -----i ,. R-258 N-3.5 R-188 M PLT TYP. Wave TPI -95\R Design Criterla: TPI STD •-YARNINo— TRESSES REOOIRt [)THEME CARE IR FABRICATION. HARDLINE, SNIPPING, INSTALLING AND C= DRACINS. Rt►ER TO NIS -91 (NAMING INSTALLING AND GRACING), PUDLISHEO Of TPI (TRUSS PLATE p INSTITITE. SB) O'ONOFAIO OR.. SUITE 200. MADISOV. VI S7719). ICA SAFETY PRACTICES PRIOR TO C= ►ER►ORMING THESE FUPCTIONt. UNLESS OTREANISE INDICATED. TOP CHORD SHALL MATE PROPERLY ATTACNTD N SiROCTORAI PANELS. BOTTOM CROND SHALL HATEA PROPERLY ATTACHED 41610 CEILING. ••IMPORTANT•• FURBISH A COPT OF THIS OESIGA TO TIE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 1.r PRODUCTS, INC. SNALL HOT IE RESPONSIBLE FOR ASY DEVIATION FROM THIS DESIGN: ART PRIME TO N DOILD THE TRESfES IN COBFORNRRCt Him T►t: OR ►A1RlCAT)NG. HANDLING, SNIPPING. INSTALLING AND ALP INE Hunts OF nUStES. THIS DESIGN COR►ORMS Run AMICAILE PROVISIONS Of NOS (NATIONAL DESIGN H SPECIFICATION PUBLISHED 81 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE V CONNECTORS ARE MOE 0► ZOU ASTM A863 600 GALT. STEEL. ESCEPT AS NOTED. APPLY C04BECTUS TO Q EACH FACE OF TRESS, AND UNLESS OTNERVISE IOCATEO 01 TNS& DESIGN. POSITION CONNECTORS PER DRAY1 Nif 160 R•t. TI! SEAL DI TRIS OIUVIRS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��iti0Jm1 REsPONSI8I ITT SOLELY FOR TNL TRUSS COMPONENT OESIGS SHOWN. THE SUITABILITY AND OSE OF III$ Y� 0, (:A 9MB CONFORENT F01 ART PARTICULAR 8011.01/6 IS THE RES►ONSilltITY OF THE SO)IOINB 0161GNER. PER ANSIM 1.IM SECTION E. Ew $40.2002 Oct 25 2000 wii iiI-i-/-/r TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.375'/Ft. REF R427--65310 DATE 10/25/00 DRW CAUSR427 00299005 CA -ENG JCJ/GWH SEQN - 27440 FROM ED (LOT80620-PLATT / LOT -8 - [SGE] F-3 MONO/DTC/SGE ) TOP CHORD 2x4 DF -L #1 ^,SOT CHORD 2x4 DF -L #1 , WEBS 2x4 DF -L Standard ca `"I )LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, a (THIS TRUSS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS. mGABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 30 PSF. C -•s ,,(K) 2X4 DF -L #1. FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD c WITH W2X4 ALPINE PLATES ® 24"oc. THROUGHOUT PLUS PLATES AS SHOWN. W1.5X4 M F W1.5X4 W v 4 r— W3X4 o W1.5X4 M a W3X41m c�. (K) w a 0-3-8-0-0 rZ3 W1 5X4 W z N 1.5X4 of C27 W3X4(Al) >° W1.5X4 N w w � . z .-. ca. 0-10-0 4 I 1--6-8-0 Over 2 Supports —0 R-500 W-3.5" R-370 w �r • — PLT TYP. Wave TPI -95 R I O O O r1AN E.A J N V THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00. OC, BC 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. k3 Design Criteria- TPT/STD\ rAl-I11_1_1_ a &-_,_ A L P I N E W Ate • ' SNamato.G Slit: "YARNING" TIOSSES REQUIRE ESTLEHE CARE FN FABRICATION, HANDLING, SHIPPING, INSTALLING ASD BRACING. AEFEA TO Ml0.91 (HAIOLING INSTALLING ARD URGING), PUBLISBED BV TPI (TRUSS PLATE INNTITUTE, $ol D'010F110 01., StlITE 200, MADISON, NI $3719), FOR SAFETY PRACTICES IN10N 10 PERFORMING INESF fONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL Uwe PROPERLY ATTACMED STRUCTURAL VARELS, BOTTOM C1010 SMALL NAVE A PRO►EALT ATTACHED 11810 CEILING. •'IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RES/01SI8LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T BUILD THF TN/SLEL IM CalfoNHMCI VITM 7111. OR FABRICATING, NAMING. SHIPPING, INSTALLING AM BRACING OICAF TNOlcEf. IX IS DISIBI CONFORM YITM A►IIICMLE PAorl!]OMS Of NOS (!AT[OMu OESI SPEC CONVECTORSICE All MADESOf0ST 10" ASIR ASS3 0110 GALT. STEEL. EXCEPT E AMERICAN FOREST AND PAPER 1As IOTEO.D TAPPLTUCOME CTORS TO PINE EACH FACE Of TNOSS. AND /!LESS 0T111W1SE LOCATED 01 THIS DESIGN, POSITION CONVECTORS PER DRAW 09 160 A•t. THE SF1l 01 THIS DNAMIW INDICATES ACCEPTANCE Of ►ROf1s1lORAl EIIGIIEENINC I / LY PARTICULAR 0 T COMPONENTFORE 01lDiN8IS THE RESPONSIBILITY Of THE 001LDINODESIGNER, PDESIGN SHOWN. THE SUITABILITY AND USE ER THIS ANSI/TPI 1.110 SECTION 2. �pLDN(y (� � � Ct 2S 2OO CN� TC LL 16,0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--65311. DATE 10/25/00 DRW LAUSR427 00299009 CA -ENG JCJ/GWH SEQN - 27453 DUH. FAC. 1.25 FROM ED SPACING 24.0° (LOT -00620 -PLATT / LOT -8 - F-4 MONO ) TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard M PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS SUPPORTS 8-0-0 CEILING JOIST TO BOTTOM CHORD 4�TO ONE FACE. TOP CHORD AND OPPOSITE FACE TO SUPPORT ca 2-0-0 TC/BC SPLIT, c - ca o - . W1.5X4 M C/] H V A O a a A W P4 W W Z C-11.1 W2X4 W W 0r10.: 0�6 I ---7-8-0 Over 2 Supports --I li R-382 W-3.5' :d R-288 W=2• THIS DWG PREPARED FROM COMPUTER INPUI;(10AD5 8 DlNENSlOMS) SUBMITTED BY -TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00° OC, BC a 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c... C_ �i PLT TYP,-Wave TPI -95 R Desi n Criteria: TPI STD O O O N Lr; CV E—� V rA1-1T 1_1-1-1c --- A L P I N E "'WARNING-- NG•• TIIOSSES REONIRE ESiTUENL CME tN iABRICATI011. HANDLING, fM1►P1N0, INSTALLING AND INSTITUTE REFER O'OSOFNIO DR(SANDLINS .. SUITS 20OT WISONALLING .YICACS31191,PUFORSHED 01 TPI SAFETY PRACTICESUPNIORATO PERFORMING THESE FOICTIONS. UNLESS OTftlVISE INDICATED. TOP CHORD SMALL HAVE PUPIALY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL MATE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT- FOANISS A COPY OF THIS DESIGN TO THE INSTALLATION COIITRACTOR. ALPINE ENGINEMEO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OEIIGI; ANT FAILURE TO I0IL0 THE TNUSSEf 11 CONFORMANCE MITI TFL; OR FABRIGTINI. NANOLIIG. SHIPPING. INSTALL INO M [RACING Of TRUSI . THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESS SPICIFICATtOR CONNECTORS AMR PMADEfOf IOGATHASTM A653 0240AGALT. STEEL. EXCEPT[ ASi OTED.0 TAPtY CaSSICTORS To EAC[ FACE OF TROS9. ARD UNLESS 1TOIS IGR LOCATED ON THIS POSITION PEN ILO A•1. TIE SEAL ON TRIS ONARENO �wf/ 006 * Ct 25 20 D * �A TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LO. 33.0 PSF �. REF R427 -I-65312 GATE 10/25/00 DRW CAUSR�27 00299006 CA -.ENG JCJ/GWH SEAN - 27479 DUR. FAC. 1.25 FROM ED �� ACCEPTANCE RO PCONNECTOR$ROFESSIONAL RESPONSIBILITY O THE TRUSS D99IGTSH WS. THE OF SUITABILITY AND ISE THIS COMPONENT IFOR ANY L PARTICULAR EBUILDING IS THE T0. RESPONSIBILITY OF THE BUILDING DESIGNER. ?IN THIS ANSIFTPI 1.1995 SECTION A. CMS+ ' . SPACING 24.0' XAAA12Tecch r Verticaffechnology .Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: P&P Enterprises Project: Lot #8 Durham Greens Subdivision, Bay Window Cantilever Location: Vanness, Durham, CA 12,.�f v(S/O /`j BUTTE UNYY BUILDING DEPARTMM4 ARpROVED►' . Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. PROJECT ENGINEER DESIGN OFG•� -Sit 3-0 (n Michael Hubley CIVIL ENGINEER 01 ILL. i3m -L DATE_ W06 N 06 PAGE )4 2 Co —two (Wn4 m C5, 6A 44 -)s e PROJECT ENGINEER DESIGN OF Michael Hubley CIVIL ENGINEER 0 T 12 DATE 01/ 01 PAGE f P-Ic� 7Ai 6 A\ ��� _ 01 ' ��� ,� � � �- 1 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing• Owner's Name: -s : z6b I Lam/ / Received By: �_ Date: 16 —/JV —d Permit #: �� ' / �Time: A.P. #: /v umber: Contact rhoneN 'urpose of submittal: :1 Permit Application Data Item ❑ En ineering Plan Revision (_9 �N�L�7JP� ❑ Requested by Building Inspector or CorrectionNotice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings m ust QLCULYIb&E When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. 1 F es Not Require CiiY�46.00 Recei t #: ❑ Addihona e Revised Plan Check Fee: P lexity and time involved to process this submitt' Additional fees may be due based upon com Additional Fees: _. 2V Receipt #: 0 r LONGFE'LLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue . Chico, CA 95928-7434 Customer: --J OS i7L�z- Address: ya / NLS S AP#: Job No: .La /- ---y Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED cj INSPECTION AGENCY d Timber Products Ins` ° `�= g ®EPATW -4� P.O. Box 20455 Portland, OR 97220 4O VEn (503) 254-0204 .00-14-71 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systej (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval. from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. W �b L=, �'+r'i ' s e,4j9J NG DEPAS MAP, SosN �LA�`7 Lo -r 8 X = q WS28 OV D GABLE END IICIAIL 11115 DWG PREPARED FI(UH CUHPUIER INPUF (LOADS 6 DIMENSIONS) SI10t1111E11 BY IHUSS H►R. SIR (NAIL IU LEDGER 12' D.C. , (BRACED AT 55' D.C.) BRACE RUCs MATERIAL A35 LEDGER (NAIL 6 - IOd C(Ril I BLBCK 10 VERTICAL IINK) pI11LUl7KER (C) NAILS Y/2-I0d MAILS) GAO- GAELE END 2X6 IAGCRAI — _ ••• •• ACE (K) SPACI)G SUR 1-13 = 56.0' O.C. REFER. TU SIIPS(111 CAIALDG C-9411-1 FOR IS \ BRACE 3-I0d PRODUCT AIIACIBIENF SPECIFICAIIDN (ATTACII NAILS A35 Ill FI OIRECIIOJ 2X LEDGER t colulon EACII EIIO f 1P.USSES S FRUNMACK (PI) BRACED At 55' O.C. ONLOOKER CRITERIA (C) IX4 CONII19KRIS LATERAL BRAC114G FOP, ( SI) BRACE ( STRUNGBACK ) MEMBER LONGER MAN (M) 2x4 F.L. OR II.F. 12 OR 72'. ATTACH AT HIOPOIIII p_- EACII GRACE 3.5' MAX. (N) (G) O BIP, SIP,ONGOACK BRACE W/2-Od (COHMUN )AILS, 1YP. MICH 24' MAX GABLE ENO IT 24. O.C. 1.5' MAX.' (S) LEDGER 8 6'O.C. Q MAx Q OUILOOKER 12' MITI n1l nI ni 24' MAX \SI)\ I \. \ \ \ (111) (PI) PEAK PLATE 10 MATCH COJOUN TRUSSES. NOTE: CINP.US TO BE 2X4 FIR-LARCII 82 NTN. I SI 1 SPLICE PLATE 10 HATCH COMMON TRUSSES. NOTE: 11115 DETAIL HAY BE USED FOR (III 1 FEEL PLATE 10 MATCH COI2•1011 TRUSSES. )PUSSES 'WITH PITCHED O.C. ALSO. (0) OPTION 10 WEB PLATING: USE 13) -2 - WIRE STAPLES (0.072 OIA./15 GA,) IDFNAILEO IIIRU CHORD 11110 WEB 6 111RU WEB INTO CIIORO OI ONE FACE FUR A TOTAL OF 6 STAPLES. (PI). (SI ) L (III ) MUST BE PLATED. (G) GABLE END DESIOI BASED ON 75MPH WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN PLATE MAX. WEB LENGTII 1x3• 2-8-o 2X4• 8-1-0 3X4• 13-6-0 2X4 F.L. LLNOER GRADES IIEIIHF. , X, EITG Y/ SIRUNGDACK BRACE ( S ) STANAARO 5-11-0 PLT TYP. Wave O O O O O O :ALPINE USSCONA[CIDAI O O TPI -95\1( Desi n Criteria: TPI -95 O "YARNING•• IAUfS(f MUM ETIRIME CAA( IN FABRICATION, HANDLING, SH1/►IND• 14STALLING All) TRACING. A(F[R 10 NIR -ll (MANGLING INSIALLIND AAD BRACING), ►UBIISH(D BY Spot (TRUSS ?LAI[ Q IASII101[, i17 D'010F10 ON., flit( 200, MADISON, VI 33110), FOR SAFETY PAACIIC(S PRIOR t0 P[Af OMNI10 111(f[ FUNCTIONS. UNLESS OIN(AVIS( INDIEAI(D. 10► CNOAD SNAIL NAY[ PROPERLY AIIACN[D O S111C1U1Al PAl(LS, 10110" CHONG SNAIL HAVE A ►AOPIALT AIIACNID RIGID CI(LINO, ••J.PORIANf•• FUANISH A COPY OF THIS DESIGN 10 IN( INSTALLATION CONTRACTOR. AL►IN( (NOIN([N(D ►NODUCIf, INC. fNAll 101 l( RESPONSIBLE FOR ANY DEVIATION FROM THIS DISIGN: ANY FAIIUR( 10 101'0 iN( IIUSf(f IN COAFOAMARC( RISK ITT: 01 FABl ICA11NO. HANDLING. SMI►►110, INSfAIIAIION OA TRACING OF il0ff(S. THIS D(SIGI CONFORMS WITH A►►IICA/l( PROVISIONS OF IDS (NATIONAL DESIGN $PICIFICAI101 PUILISN[O NY IN[ AMIAICAN FDA(ST AND PAPER ASSOCIATION) AND 1►I, AIPIN[ Al[ NAD[ OF TOGA ASIM A333 01131 GATT. SIM. EIC(PI AS MOTTO. APPLY COAN[CIOAf 10 f ICN FAC( OF lAOff. ANO UNl(ff OIN[AYIS[ IOCAI(0 OR THIS DESIGN. POSITION CONN(CIORS /(l II.AI HI GIIUS SS 130•0[►1CIlD N141ISO AND 160 ANDf�IllAll NN01(l(,A(1110 UIOMS SEAT ON NIS IN ANYNOIIOI(1PYAY(S ONLY 10 IN( 0(SION STD o 2X4 F.L. LLNOER GRADES MAX. LENGTH WITIICl11 BRAC RIG I it) X, EITG Y/ SIRUNGDACK BRACE ( S ) STANAARO 5-11-0 II -10-0 TC DL 15.0 PSF DATE 03/19/98 c4ae�� DC DL PSF DRW CDI 12 111 7-9-0 15-6-0 /l L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 )FESS/pyo TC LL 30.0 PSF REF R992 IW 'A yt TC DL 15.0 PSF DATE 03/19/98 c4ae�� DC DL PSF DRW CDI 12 OC LL 0.0 PSF * TOT.LD. 50.0 PSF SEQU 25458 IYIL R��! CAI% I)() AC. 1.15 FI(O19 PLIC SPACING 11 TAIL -92 � A1. kNOTE: SEE DRAWING ORININAL FOR LUMBER, PLATES. AND OTHER `4 DATA NOT SHOWN HERE. !TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. (A) (A) 0103 (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED 8RAEING TYPES MAY BE SUBSTITUTED* 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ' SEE ORIGINAL DESIGN FOR PROPER OERENSION9 ' r p `P - Rev 17.1a SCALg - 0. 1875 0 a, 0 0 0 o XXIMPORTANTXX'L"Ime Elclfurlo PrJlw"- ne. WARNING11"'s'E° PEOOIRE "wA- E a"E OQ� f! TC LL 15.0 30.0 PSF REF R992--42293 o C C= C7 011111)0" fit)M fm OESICII OR THESE pvcWHAT 1 K TWIS. SI IF rMOFI AW a"ACM. SM MM -91 Of IPI. Sit �TM[3OSE509 �� � • TC OL 15 . O PSF DATE 06/2B/93 O O C= C7 PALM TO OVILD TRE 113055 IN COIF11MVICE w1 t11 09181 Ff tit, FOR 4A MOHti SPECIAL MOMENT 1lPACI4C at � - -• c o 0 o S1rDI C►RIctORs ARE NAGE or ;rm raw. STEEL Ht1TTra ASIN 111111 MUFS. maces otsEallse tratatEq FOP �C DL 5.0 PSF ORW CD103 0 0 0 o A"S CR E ElCfPt AS NOTED. it" IF C01E3CtORO t0 EACO F&M Or. 01010 110[1 Be IATEAALL1 GRACED WITH PPCP(S ryG, �p13815 o ALPIN o t"M AIP1 1dlEMs 011IHilISE aaAKo al IHtS DCSICA( M111Or ELY 4114 IO PAYADW SHIMMING TaS10N cMOaf : � BC LL 0.0 PSF -ENG FM r Com[CIORS Pla t.'NIOD.» In 1» s INA -P. aESIu1 MTAIaAPos lith PPOPE0.r AITArl" RISK [Enna SEF * 631391 it 0 o also" "APRICKM rtwPlSiala or Ias 5 7I. A/1 EosulRa•s ALPINE TEOPNpR Immil bnfoll P 0 PRDKII f �IYII Q TOT. LD. 50.0 PSF o TRUSS ai n` 11 T410 CA LLI Al sE1RElIEO rival ilrValrTorEiFa nr PePE CIEEs1a1 ro TUE TRou ulEma, MNNACion IS �jf QF�AL1`OQ� OUR. FAC. 1.15 C= u o o v o ,•.IPI • bass PARK I16TITDIE. 109 - 1991 111TIOIIIL OE51O11 SPECTIICA114011 IM 30309 COISIF C1lON SPACING 24.0" 9 InllSS' ORACIhf/O10CK1►►G Uf 1111 : 11115 DUG Pill ['ARID 1`11011 C011PU►[R 1nPUr (tUADs a nlitElISI011S) SUB1111110 at IRUSS 11rR. 11111GS ( MAC I N0/111-OCK I NG VETA I t. (AT SUIT011r) r"le: BRACING DESIG14.0 l0 STABILIZE 1(111SSES. AMI IIAS NOT BEE14 UM14`D 10 :t—sm LATERAL SIIEAR LOADS. (A) 2X4 13 IIEN-Fill OR BETTER C014TIIJUDLIS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII Willi (2)•16d NAILS. BRACING MATERIAL 10 BE SUPPLIED AND ATTACIIED AT 00111 ENDS 10 A SUITABLE SUPPORT BY ERECTIOII COUTRACIGR. , (N) IIEIGIIr OF TRUSS AT _ SUPPORT. 1. 1`A\ 11 N0 I— VERTICAL WEB SECTION S -S 1 TRUSS (0) 2X4 ILF. 13 OR BETTER DIAGONA(, BRACE. APPLY 111 PAIRS AT I6-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVERLAPPIl10 TRUSS US[NG (2)-16d NAILS AS SIIOWN. BRACE NAY BE LOCATED ON E1TIIEFi FACE OF VERTICAL. (p) 611EA7111NG APPLIED 70 TOP CIIDRO. (L) LOADS AS INOICAIED DII TRUSS DESIGN. (M) IF 1RUSS IIEIGIIT AT SUPPORT IS 10.0" OR LESS. DIAGO14ALS 1101 REQUIRED. B - APPROX. 45' (DO) BLOCKING TO BOTTOM CIU`RC OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF DOTTCM CIIORD. PLT TYP. Nave TPI -95 Design Criteria: TPI-95(STD 18.20 ••YAa1110•• 1-15311 CA - 1 - O AIOVIA( 1111"1 CAVI It Ma11CA1101. IAaOII■0. {1`11t110. IIfIAII 110 Aro O O Q IIACUa. IIrIt to 211.21 (1AIolING losing lot 110 mcI.C1. ►Y1u$KID or Irf slouss ►tA1l p`LSS10 111111YIt. {q 0'201`10 TC LL REF 11421 Q 01., f -II( toe. 1AOIIOI. YI 13119), 1a 5A/III PRACII(Is ►2101 10 Q IIIIOAMIai ItIl1 rrac11011. tlAl15f OIr1aYl5( INGRAM. �yC O OQ� 10► LOGIC 1NAlt NATI ►AOIt2tT AIIAC11(D 4, ' A Q fI1Yt IYI II ►la({f. a0110M t-OAp lMAll IAtI A ►IOPIAIT AIIAC-10 21010 C1(Iloo. "IM►Or1Atl•• TC DL DATE -1/12/94 IYNAlst A COPT Or I11s $Its t0 I-( 'I"AttA1104 COMMON. AI►INI (NOT -((alp ~ Ar DC DL ( L ) 21`--9(-1- 1-1`i -1{111 IOAI OAMAtC(0Y I1M11►10101 AIa TCA 1110or1A10llaa!1111111 a0, Itf-AllAl101 Oa 21ACIAa OF 11►III t, this MIDI CONFOAMS 1`I11 APtt ICAIt( 6�Spl * LL ►10►Iflai of ■D5 (IAIIOIAI 011101 [SQ•{PICIII(AIION #NIIIsnip It It( AMIAICANPoll" AND MICA AffOCIA11011 Aro I/1. Athol � "Z-�'�FR'US Or tOCA IM All) 5l cAll. 1111f1ICIPI TOT.LO,(IRN J,048,6J4 1/150f1' 01IICN�190110. AP11, 10111101 COhA1C10Af1/1121 10�C)�1O\IIIIR.IAC,ofAYnct UD. Ile uo lla l.1`. A2 LAa1a•II AI 01 l'jf / CNCof 11111 o1AY11c APPtIf$ DILI 10 111 Dl slot OECA-EIIf, 101 ues! plrl(no wn1 No slut 801 of allllo ora 1- at atoll VAT. _ SPArlflr crr Annur befall for [nbrlcaLlou of bollum chord filler Lo be used Lo produce a flaL boLLum churl of variable lenylh. Re[er Lo appropriate desiyu for lumber, plates, mud other data not shown here. (A) !X4 coiLluuous lalcrnl brllclny ( 6'-0" U.C. (max.). ALLocl1 w1Lh 2 -(Id Halls. Furnlsh copy of Lhls drnwluq Lo erection co"Lrnetor 110 lie will know of thla retlulrement. ' (1) REV. / SM / 1/5/92 (DRAWING NUMLIEII) (2) REV. 1/21/93 UR (VERTICAL) (3) REV. 7/7/93 fM (MAX. FILLER UDEN PANEL) i PLATE TYPE ALPINE FURNISII A COPY OF TI11S DESIGN TO ERECTION CONmACTOn " F'"OWAIIIYCO1J111Ol1AArWAL'11Y119.AIPINFCONNEG1011SAFIE F • TRUSS y �•. '�. WApNIN[1: IfItISSES IIEOUInE IMPOIITANT: AIPPJEE111in11ililt[UI'11Un11Ct5.MG, ExinEMECAHEINNANOLINO.F.IIECIIONAND SIIAI11101UEnESrOUSIUEEFOIIANY UI:VIANnuInom 111ESE UIIACINO. SEE "OWE•15" IUIIAC1140 WOOn SPECIF ICA NOUS On ANY OEV1A 110"F110M IInSNt SInNIIIIA11Y inUSSES: COM1AEN1A11Y ANu nECOMMEI4• FAnI1nr 10 UIMU UIE IIIUSS 44 CNUFODMAUGE W1111 IIIE DATIONS -•'/Pr. SEE 11 IIS UES101JMIT AUDI - 11014A1 SPEf.IAI. PEIIMANENt BIIACINO MA111"ACUIIIED FF OU Do 0AUOE IIA1VAIPZEU SIFEL UIILF.S9 rIE01MI1EMENIS.tINLESSOtIIEIWhSESIIOWII, 0111EUWISE 511OWN. LIEE11110 11EnUn1EMENIS OF ASIM A445 TOP CNO11O SHALL DE LAIEIIALLY 01IAGED OnAUE A.APPLY CONUECI011910110111FACES At EACI1JOINF WIT 11 PnOPENLY At FAMED PLYWOOD 51 IEA• AND LOCATE AS SHOWN. DEAFUNO WIDIIIS AM J" NOMINAL nuNO, nottoM Cnono wtnl nt01D CEI1.1110 UNLESS OIIIEnMSE SHOWN DESIGN SIAIJUAIII13 CONF0IIM On n1IACINO A9 SPECIrmto ON DE51aN. DO WIIIIAPPLICAMPUOVISIONSOF•IJII3•EOANUtP1•lSon PCt•oo. N01115E tons DES10NWIt11F111E F1EIANOANI 1nEAIED LUMDEII ttE•SSIU 4, !, q' n � 1~ JJe ,,, X lb. d 1.5 63p2�1 • �I blo' * �� CI4`\' ,nQ�`! DESIGN CRIT. UUC REF: 5736 R427 TC LL: _.– PSF TC bt: PSF — DL: 5.0 PSF fOT, Lb: — PSF _UAns 7/19/88 �}�• CD106 /. --•.. s��— �j)(G: FI•I _�,niy' r'V 121A LEW VARIES 1'17 -11: VARIES DUfi, FAC: iG — SPACING 24.0" D.C. TYPE: DUTA11, •IPI tnussMAII INSIIIIIIE:NOS a NATIONAL DESIGN SI•ECtFICA►IUNfronwounco 1SI11UC110". ' C;AL1.1.1'0RN IA 1.111 1:112.;1;'M PERMANENT DRACING ST'AR'T' OI'' TOP (1101H) 111 AT TOP CHORD. PURLINS'. START OF TOP CIIORII EXTENSIONS. (SLOPING ('' ( EXTENSIONS. (SLOPINGI 0 FLAT) I) \ / ZCONTINUOUS) 1'U I' I,A'I') I'/ yl IIIP A HACK I URA�CED HAY A ROOF / SIIEA'T TING. PERMANENT DIAGONALS FORM BRACED DAY. REPEAT AT ALI, IIIP ENDS, MAXIMUM IN'T'ERVAL EQUALS 20'. (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING HRACED HAY AT THE #1 HIP CAN UE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITI0NS ARE MKT: 1) TUFT CONTINUOUS TOP.CIIORD PURLINS ARE ATTACHED TO THE F'LA'I' TOP CIIURD E F' THE 11 HIP. 22 ;T 1E END JACKS ARE SHEATHED WITH PROPERLY A'1lLSS SECTION A -A FIELD APPLIED OR BUILT-IN CRIPPLES 'CRIPPLE IN PLANE — CRIPPLE OF 'TRUSSES SPACING COMMON INT BRACING. DE`1`A CRIPPLE SUPPORT LAYOUT SLTIIACK i SR" mArlf * SET HACK COMMON TRI ISSES CALIFORNIA IIIP SYS'T'EM 'TRUSSES �j/IIIIP PI'T'CHED AND SIIEATIIED B CIIURD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE 1'0 FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - Bd COMMON TOE NAILS OR 2 - IOd COMMON NAILS THROUGH FACE. SEC'T'ION d -D CHORD EXTENSION i ('TYPICAL) SET#ACK— / IC) (B) (B) (U) (B) (U) (B) (D) //1 HIP GIRDER (B) PURLINS SPACED 24"O.C. '1717. (C0NTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT' -IN FILL CRIPPLES (HORIZONTAL MEMUER OP'T'IONAL) 1'LAIE INS IIlU1E. 3U3 O'UN0 1'RIUR 10 11111IHN111G IIILSL 1701FILY ATIACIIEO STRUCII CEILING ••NO'URIANI•• 1 ALPINE ENGINEERED I'RIIDUCI IILSIGN) ANY FAILURE' IU BUT 1 • — --- (TANKING, SNIPPING. INSTALL I'110VISIONS U NDS (t1A11011i "'APER ASSOCIATIUNI AND II'1 LXCLI'T AS NUILD. A141Y CT • IVIS DESIGN, POSITION CUNNI HIS I'IANCL U PRUI LSSUNA OLSIGN SHOWN. IFIL SUITABI' BIJILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REVER TO ORIGINAI, DRAWING FOR CRIPPLE SPACING. IIy21p31y4W51y6 SEE CA-IIIP ENGINEERING F'OR JACK 'TYPE USED. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURATION FAC'T'OR REQUIRED 'T'IIIS DRAWING REPLACES DRAWING CD I I O RENE ud0.1NGAKE IN INSTALLINGIANDIBRACNG).1'UBLISINCO BT 111TALIIIG ORU S TC LL PSF REF CALIF'. BRACE I., SUITE 200. HADIS0N, W1. 33719) FUR SAFETY PRACTICES 06/2579_9 IIINS. UNLESS RIIICRWISE INDICATED. TUI' CIETRD SIIALL IIAV[TC DL I'SF DAIS NLLS AND BUFIUH CITUiD SIW_L IIAVE A 11tU'LRLY ATIACRED RIGID A CUPY 01 THIS DESIGN JU 1111. INSIALLATIDN CONTRACTOR.�L �QQ�ISS)Q� DC DL - 1'Si' DRWG 13RCAL111PUG99 SIIML NOT UE RLSPONSIBLE FUR ANY DEVIATION FRUIT 11115 �T` TRUSSES IN CEMIIUIMANCE VIM 11'11 FR FABRICATING. 1 BRACING 01' TRUSSES. DESIGN CUM URNS VITA APPLICABLE A S �'� s�11 IAC LL PSF -LNG ;N SPECIFICATION PUBLISHED BY 111E AMERICAN FOREST END ' CUNNLCTURS YYf # ARE HADL OI 2OGA ASIN A633 GN4O GALV. STEL DIS 10 EACII FACE" 01 TRUSS AND, UNLESS 011ILRWISL LtICAIED N PER DRAWINGS 160 A-2. 11UC SEAL TIN THIS DRAWING INDICATES TOT.LD. I1 SF LERING RL'SI'ONSIBILITY SU.ELY GUR 1111. TWISS CEN 17ILNI INK COMMON TRI ISSES CALIFORNIA IIIP SYS'T'EM 'TRUSSES �j/IIIIP PI'T'CHED AND SIIEATIIED B CIIURD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE 1'0 FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - Bd COMMON TOE NAILS OR 2 - IOd COMMON NAILS THROUGH FACE. SEC'T'ION d -D CHORD EXTENSION i ('TYPICAL) SET#ACK— / IC) (B) (B) (U) (B) (U) (B) (D) //1 HIP GIRDER (B) PURLINS SPACED 24"O.C. '1717. (C0NTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT' -IN FILL CRIPPLES (HORIZONTAL MEMUER OP'T'IONAL) 1'LAIE INS IIlU1E. 3U3 O'UN0 1'RIUR 10 11111IHN111G IIILSL 1701FILY ATIACIIEO STRUCII CEILING ••NO'URIANI•• 1 ALPINE ENGINEERED I'RIIDUCI IILSIGN) ANY FAILURE' IU BUT 1 • — --- (TANKING, SNIPPING. INSTALL I'110VISIONS U NDS (t1A11011i "'APER ASSOCIATIUNI AND II'1 LXCLI'T AS NUILD. A141Y CT • IVIS DESIGN, POSITION CUNNI HIS I'IANCL U PRUI LSSUNA OLSIGN SHOWN. IFIL SUITABI' BIJILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REVER TO ORIGINAI, DRAWING FOR CRIPPLE SPACING. IIy21p31y4W51y6 SEE CA-IIIP ENGINEERING F'OR JACK 'TYPE USED. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURATION FAC'T'OR REQUIRED 'T'IIIS DRAWING REPLACES DRAWING CD I I O RENE ud0.1NGAKE IN INSTALLINGIANDIBRACNG).1'UBLISINCO BT 111TALIIIG ORU S TC LL PSF REF CALIF'. BRACE I., SUITE 200. HADIS0N, W1. 33719) FUR SAFETY PRACTICES 06/2579_9 IIINS. UNLESS RIIICRWISE INDICATED. TUI' CIETRD SIIALL IIAV[TC DL I'SF DAIS NLLS AND BUFIUH CITUiD SIW_L IIAVE A 11tU'LRLY ATIACRED RIGID A CUPY 01 THIS DESIGN JU 1111. INSIALLATIDN CONTRACTOR.�L �QQ�ISS)Q� DC DL - 1'Si' DRWG 13RCAL111PUG99 SIIML NOT UE RLSPONSIBLE FUR ANY DEVIATION FRUIT 11115 �T` TRUSSES IN CEMIIUIMANCE VIM 11'11 FR FABRICATING. 1 BRACING 01' TRUSSES. DESIGN CUM URNS VITA APPLICABLE A S �'� s�11 IAC LL PSF -LNG ;N SPECIFICATION PUBLISHED BY 111E AMERICAN FOREST END ' CUNNLCTURS YYf # ARE HADL OI 2OGA ASIN A633 GN4O GALV. STEL DIS 10 EACII FACE" 01 TRUSS AND, UNLESS 011ILRWISL LtICAIED N PER DRAWINGS 160 A-2. 11UC SEAL TIN THIS DRAWING INDICATES TOT.LD. I1 SF LERING RL'SI'ONSIBILITY SU.ELY GUR 1111. TWISS CEN 17ILNI 7k pUR.FAC. # 10 USE TV 11115 EUW'UNLNT im ANY PARTICULAR BUILDING DING DL'SIGtd11. 14N ANSI/tm I-1995 (/'FINN 2 .A_ /'11/11 .� SPACING « Nip' VA':;'icR P� . I -.%-' S4'0 - G- T(= - � I l -k �v T ?��t aG• cry -4 C�'rlil� �— •_-� �-- } Rtl�.-1`f}�. of �X, ,k,• T1 pt,p.cz�,. Tel To P"AGc .P- -- con,IMoN • TRi*';� I R1f�E F� 1 I F- FS!p Id b+f • I / N � E v a; GENT 1: 2•�• c� 2*�Co �4 of 4xav RIP M�si%R — 'IN' TAq.- pt.�,N wl Nip �>r R ? P. -- — F'aG ctz :xb lid... _ ... _ . ...H1P TO RIDGE _ HIP T HlP MASTER .14�snou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (916) 893-4112 RAFTER \ 2X4 ��1 C� EILING.JOIST -LIVE LOAD (PSF) DEAD LOAOIPSF) DURATION FACTOR SIZE GRADE 2X4 #1 FL 2X4 SS FL 2X6 SS FL I.!3X3 C0101 STANOAnO JACK DETAIL 31- c: c SPACING a 24" O.C. to DEFLECTION CnITEf1IA: Xo IL I VL' LOAD) to nArTE11 SLOPES < 4: 12 a L/240 1D nAFTE11 SLOPES > 4: 12 < 12: 12 - L/100 ^I CEILING JOIST - L/240 1T IS TIIE nESPONSIBILITY OF 111E BUILDING DESIGNER AND -'Tn11SS FADr11CATO11 TO nEV1EW TIIIS OnAWIPIG PnIOn TO C1ITTING LUMDEII TO VEIIIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFOnM TO •Illi A11C11ITECTUnAL SPECIFICATIONS I I AND FABnICATOn'S TnUSS LAYOUT. II 1.1.1 . MAXIMUM CLEM SPAN -_-� _ ___—___........__..._...__. 2X4 1•IE1.1-FIR STAHUARU -nuiu1na IF RAFTER h10'f SU111-1UnTED AT END RAFTER 'SLOPE <, 4: 12 RAFTER SLOPE > 4: 12 BUT 7__ 12 16 16 30 30 16 16 30 30 10 15 10 15 10 15- 1O 15 25% 25% 15% 15% 25% 25X 15X 15% CEILING JOIST 5 1.00 --MAXIMUM CLEN1 SPAN— 9-2-0 8-7-0- _.. 7-11-0 _. 7..5-0._.. . __..._ ... 0-11-0_ 0-4-0__. 7-10-0- 7-5-0--.. __�. _ 9-6-0—_ —0-11-0 0_5_0_- 0.0-0_ _ _ _ 9-3-0 070 _0_2=0_ _lV_1L_..__ __ .90=4—. 13-4-0 12-6-0 10-9-0 10-2-0 - 12-3-0 I1-6-0 10-9-0 _ 10-3-0 13-11-0 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 VIL 1 Fr.— I% r i i NX IMPORTANTHII`I1`16t u1c119r1Eo rinrnA:ro. u1`.. WARNING:: [Xlllflq 1 O o 0 0 !7 t� SIIAII 11no IE IE SI'17111111E roll Alt/ 1 IlAllll.11q. EIItC 11011 O 1.J J I= O tE11A11O11 rrloll !Ills 11(SIO11 011 lots( SITr If 1l:Al l toss. 171 AIII imucli10. S(C 11111.01 of Irl. %iE 11113 11 O o O o rA1lUrE 10 01111.0 lot IIAIr3 III CO1701111AIA:( 111111 OSInn Of 11-1. 1111 AIIOtIIuIAI SI•ECIA1. I•EIIHA11E111 bIIAC O .0 CI 1.—J ALO -1111 tCI79r10112 Ant NAPE Of 7011A rA11. SIM W..EIIOO ASIM 01111W.K111S. V14.I53 0119141ISE 111111CA1E1 i O C r_ -j t=3 AIA] cn 9 wart 13 IIOIt O. Al i%f rapo(rlaif 10 (Ave fire Or 0411111 SINtI Of tAIElAMI 0111`.1.11 1111111 O ALPINE C I11USI A10 13O.ESS OIIE"MISE IOCAlt" Oil fins OtSIOI 1`09111011 1.r Al1AC1E0 rtt1101n1 Wr:Al11toic. 0011011 COISICIOb1 rill 011411111rS 130. 130 t IrDA -f. 01.511`11 S111CIA/1113 111111 romortlar AIIA1:1911 "111111 r.En.11n -- 0o TRUSS o=- tolr0111 ■/ArMICAntE n1111St011% or 1113 t Irl. All Ilnntfn•9 If.rfit lttt7nrAt u•11AIr. 11/11911 run rola Sr 111 Oil 11615 0111111114, All111F.1 10 lilt ra4.169181 OVICIEn wE au11Alt AI•II.1CAIIIII. (Um1:41 A CII•r or I 1.=1 l";7 [= 1.1 1=1 O IN 0l41. A/1.1 $1111(1 Ino Of not ltll ural III Allf o119n MAI. IIESIaII III fit 11nI;S 1141111141 CINIMAr10I1. 11.11% r1Alt 11K1111111. 141: • Inst llill"IWI I1'{Irn 4•f l;❑ lea 1 IIMI Fal Mono 1:1001.1111C I l fill JACI< DETAIL ORW CD101' _ CA -ENG JS (LOT80620-PLATT / LOT 8 - Al 32.6- COMN) TOP CHORD 2x4 DF -L #19Bet. Lc�190T CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard N ILATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 63. (TRUSS SUPPORTS 240# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION: �JN1T WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. rn O 0 z W5X6 m V . A O a W i A W ' a W W3X6(A1) W3X6 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6(Al) C-0 1-4-0 1-4y a 16-3-0 16-3-0 32-6-0 Over 2 Supports R-1202 W-3.5- C-) C- c --A PLT TYP. Wave TPI -95\R Design Criteria: C=- C=> 0 N N N 7 ALPINE 4 ti ISm mmlo, CA 9582E PRACING. REFER TO VIB•91 (NANDLINO INSTALLING AND OWING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SNI O'OROf2t0 OI.. SUITE 200. MADISON. N1 SI119). ►ON SAFETY PRACTICES PAIGE TO ►ERFOININS THESE FRICTIONS. UNLESS OTREMISE INDICATED. TOP CHORD MAIL RAPE PROPERLY ATTACKED STRKTWAL PANELS, BOTTOM CHORD MALL HAYS A PROPERLY ATTACHED 11610 CEILING. •IMPORTANT-- FUM ISB A COPT or THIS DISIGN TO TRE INSTALLATION CDITRACT01. ALPINE ENGIIEEIFO IROOUCTS. INC. SHALL SOT 0E RESPORSIBLE FOR ANY DE11ATIOS FROR THIS DESIGN. ANY FAILURE TO BUILD THE TROSSES IN CONFORMANCE WITH TPI: 01 FABRICATING. HANDLING. SHIPPING, INSTALLING AW IIACIRG OF TRUSSES. TRIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AID PAP" ASSOCIATION) AND TPI. ALPINE CDIRECTORS ARE MADE OF ROSA ASTR A451 6240 SALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAISS. AND UNLESS OTIEINISE LOCATED ON TNI$ DESIGN, POSITION CONNECTORS PER DIMING$ 160 A - I. TIE SEK 01 THIS BRAZING INDICATES ACCEPTANCE OF PROFESSIONAL 116111E -11G RESPONSIBILITY SOLELY FOR THE 'MUSS COMPONENT DESIGN SNOUT. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY Of TNT 800101G DESIGSER. PER ANSIFTPI 1.1995 SECTION 9. R-1202 W-3.5- 41 -..8-0-0 OLW NG DEPAFT1AF' 1 CA - 1 - - R - Scale -.1875n/Ft F 6*= * TC LL TC DL BC DL BC LL TOT.LD. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF REF R427--38533 DATE 06/22/00 DRW CAUSR427 00174024 CA -ENG AEB/PBC SEON - 19486 DUR.FAC. 1.25 FROM GA SPACING 24.0' (LOT80620-PLATT / LOT 8 - B1 40'4" PORCH) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ,r,SOT CHORD 2x4 DF -L #1 :83 2x4 DF -L #]&Bet.: WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: C.,:Rt Wedge 2x4 DF -L Standard: TO BRACE TC @ 24.00' OC, 8C @ 12.00' OC. iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. X10 PSF BC LIVE LOAD PER UBC. rn 0 C= W5X68 -, 6 W5X6 4 W5X6,0 W3X4f W3X6e 6 T2 4 0 -� W4X4 (R) 17 a A) A 8-0-0 cw W1. SX4 R W3X8 Ea W5X6 = B3 W3X6 01) W4Usa x W3X6(Al) W3X6c W3X8 v c.s z W1.5X4 a w w 2 a o z 33-4-4 J D -mo 2-s o TTE COUNI I 1_ 16-9-0 13- I_ 20-4-11 - Q WING DEPARWEt,. I �— 40-4-0 Over 3 Supports R-1197 W-3.5' R-1434 W-3.5' � R-1355WW--3.5' w � 1 M N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - R - Scale -.125" Ft. C=- -YARNING-- TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING, SNIPPING. INSTALLING AND E TC LL 16.0 PSF REF R427--38534 GRACING. REFER TO HIB•EI (HANOLINC INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTTOTE. Sq D'ONOFRIO ON.. SUITE 100. MADISON, NI S3719). FOR SAFETY PRACTICES PRIOR TO N PERFORMING THESE FUNCTIONS. INLISS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CUORD SMALL HAVE A PROPERLY ATTACREO RIGID CEILING. TC DL 10.0 PSF DATE 06/22/00 CV CV IHPORTAWT" ►ORRIS° A COPT OF TEES DESIGN TO TN[ _INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO °O BC DL 7.0 PSF DRW CAUSR427 00174025 CA -ENG AEB/PBC I ILD IN[ TRUSS[$ IN CONFORMANCE WITH TPI: OR FA8IICAT115. MANGLING, SNIPPING, INSTALLING AND IBIS DESIGN CONFORMS HITN PROVISIONS Of IHS DESIGN BC LL 0.0 PSF Z ALPINE ti BRACIEG 0► iRUSSIS. APPLICABLE (NATIONAL CORRECTORS ARE MAADDE1 of°E°ODA ASTIR 65,u°DRauGAALLr. STEEL. 1110EPTAn PAPER 7ASINOTED.ANDTPI. ALPINE APPLY CONNECTORS TO * * TOT. LO. 33.0 PSF SEQN - 19499 EACH FACE Of TRUSS. AND UNLESS OTNERNISE LOCATED ON IBIS DESIGN. POSITION CONNECTORS PER ORAWINcs 160 A•I. THE SEAL 0/ THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR. FAC. 1.25 FROM GA a95:18 AESPONSINILIT/ SOLELY FOR TIE TRUSS COMPONENT DESIGN SNONE. THE SUITABILITY AND 03E OF THIS °CLAX IOILDINS 1S INC RESPONSIBILITY Of THE BUILDING DESIGNER, PER CO°PTFRI O3 SPACING 24.0" $R CA ARSIJT►Il SECTION I 20 -PLATT / LOT 8 - [SGE] 82 40'4" PORCH SG ITOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L *1&Bet.: Ire SOT CHORD 2x4 DF -L $1 :B3 2x4 OF -L #1&Bet.: WEBS 20 DF -L Standard rn .PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w I(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. L2 C= DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z (K) 2x4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W4X6 2 W7X8(R) cn 6 r ca C=) W3X6 o (K) cm-. -. ca W3X6(Al) e w C24 C-3 W3X6 W2.5X4 z W2. SX4 W3X6 = c.5 =_ z W3X6 = --T --T6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. **WARNINGI 4 UNPLATED JOINTS)** GABLE END SUPPORTS 8" MAX RAKE OVERHANG. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.OD' OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 0 W5X6 0 — 4 W4X6 -%- (K) (K) W3X6 113X6 (A1) Es W3X6 v °L 6. 11-5-86-10-0 12-0 - 22-5-12 J 16-9-0 —1-3-2-5-1— 20-4-11 J �:o CL. ca CV-.% N 0-4-0 Over 3 SupportsMAMI-Viliffizi0tFAM I �> R-138 PLF W-4-3-8 R-89 PLF W-22-0-8 R -2,#.7#P d 0 "th' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R C=� C= C= N N N ALPINE ti Alpi= BDCA 45828 " IEND` a: TPI B6ACIIG. REFER TO MID -91 (HANDLING INSTALLING AND BRACING). PUILISNEO BY TPI (TANIS PLATE INSTITIRE. S03 D-090110 DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FWWCf101S. UNLESS OTHERWISE INDICATED. TOP CRUD SHALL RATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL UTE A PROPERLY ATTACHED 11610 CEILING. '-IMPORTQT-- FRNISM A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPOISIBtE f01 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TANSSES IN CONFORMANCE 1171 TPI; OR FABRICATING. DANDLING, SMIPPINO, INSTALLING AND BRACING OfTRUSSES. THIS OES16I CONFORMS YITR APPLICABLE PROVISIONS OF IDS (RATIONAL DESIGN SFECI"CAT 101 ►OOLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND Til. ALPINE CONNECTORS ME MAOI OF 206A AST1 A6S3 MAD BALE. STEEL, ERCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TINSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOAS PER DRAW11G1 150 A -t. THE SEAL ON DIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPOISIIIL ITT SOLELY FOR TNI TRUSS CORPONENT DESIGN SHOWN. THE SUITABILITY AIM USE Of THIS tONPORE IT FOR ANY PANTICRM INILOINC 19 THE RESPOISIBILITY OF THE BUILDING DESIGNER. PER MSI/TPI 1.190% SECTION 2. L.A/-/A/-/-/)t/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0` Scale—.1875'/Ft REF R427--38540 DATE 06/22/00 DR W CAUSR427 00174018 CA -ENG AEB/PBC SEAN - 33261 FROM GA (L.OT80620-PLATT / LOT 8 - Cl 28' COMN) ITOP CHORD 2x4 OF -L #1 Lc,30T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard Ln o-. 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n 0 0 W1.5X4 O� r— U 'a C3 C=- 8=3 Q w a z W4X4(A2) e z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04» w4A4LAc1 m 2L0 i I. 14-0-0 _I_ 14-0-0 _I I 28-0-0 Over 2 Supports R-1028 W-3.5• Ate,.., R-1028 11-3.5' Ln M N . PLT TYP. Wave TPI -95%R Design Criteria: TPIlSTD) 19_M p IRACT 19. REFIN TO 1910.91 (HAV1,16e INSTALLING AND @ U LNG). FIBLISNID BY TPI (TNN$$ PLATE p INSTITUTE. SB3 D'ONOFBIO ON.. SUITE 200. MADISON. NI 61719). FOR SAFETY PRACTICES PRIOR TO N PERFORMING TIESE FUACTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE P94PEILV ATTACIED STRUCTURAL PANELi. 00TTON CHORD SMALL NAVE A PAD►CRLY ATTACNEO 41910 CEILING. CV ••INPORTAIIT•' ►UANISM A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. INC. SMALL NOT BE It SPONSIN FOR ANY DEVIATION TRON THIS DESIGN; ART FAILRRE TO A L PINE BUILD TNI TRUSSES IN CONFORMANCE WIT. 111; oR FABRICATING. HAIDLIIG. SNIPPING. INSTAlL.N8 AND Z OWING OF TR/SSE$. THIS DESIGN CORFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIU 9ECI►ICAT ION ►UILLSHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �+ CONNECTORS ARE RDE OF FOGA ASTM ASS1 U40 GUY. STEEL. EICEPT AS NOTED. APPLY CONNECT021 TO EAn FACE 0i TRUSS. AND UNLESS OTMERNISE LOCATED ON T813 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL 08 THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIMURINB M*me dp-,..5.,..- h3c. RESPONSIBILITY SOLELY FOR THE TRNSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE 0► TRIS SNamenta,CA 95819 COMPOAEIT FOB ANY PARTICULAR NUILDIGG IS THE RESPONSIBILITY OF T.I BUILDING OESIGN14, PER MSI/TP1 1.1985 SECTION 2. -.8-0-0 c') r � DEPA! V� CA - 1 - - R - Scale —.1875"/Ft. TC LL 16.0 PSF REF R427--38536 TC OL 10.0 PSF DATE 06/22/00 BC DL 7.0 PSF DRW CAUSR427 00174027 BC LL 0.0 PSF CA -ENG AEB/P8C TOT.LD. 33.0 PSF SEON - 19505 DUR.FAC. 1.25 FROM GA SPACING 24.0' 0 -PLATT / LOT 8 - [PGE] D1 36' PGE) ITOP CHORD 2x4 DF -L #1 :T2, T4 2x6 DF -L #2: Nr,90T CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard co .SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. =L.. (ADDITIONAL LOADS TC - From 26 PLF at 2.00 to 26 PLF at 30.25 rn c=),YOTE: THIS TRUSS IS DESIGNED TO SUPPORT 16" OUTLODKERS AND STUCCO (10 PSF) ON ONE FACE. *LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24" OC. W5X6(R) 0 W3X6 a Coi Ei— V A A O a R.. A w a w C=3 we.5A4LAA) - z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C22 W2X6 0 z w W 2�rT z Cl.. 1- 18-0-0 1 18-0-0 W2.5X4(A1) - -P I +8-0-0 Y-0-0 I &JTTE OM1 4 36-0-0 Over 2 Supports �_I ANG DEP { Its R-947 PLF W-2-3-8 •� R-442 PLF W-6-0-8 "°4-0KA , Lc� Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 1 CA - 1 - - R - Scale -.1875" Ft. C� •WARNING— MOSSES REQUIRE EIMEM CASE to FABRICATION. HANDLING. SNIPPIAB, INSTALLING AAD E TC LL 16.0 PSF REF R427--38531 C� IRACISO. REFER TO HIS -91 (HANDLING INSTALLING AND 6RACI IS). PUBLISHED BY TPI (TIN/SS PLATE O IISTITOTE. 681 D'OAOFIIO 011.. SUITE I00. MADISON, Y1 S3119). FOR SAFETY PRACTICIS PRIOR TO N PEAfoANII MESE IDACTIONS. UNLESS aMEIYISE INDICAlEO, TOP CAGED SMALL MATE PNO►FAIT ATTACHED TC DL 10.0 PSF DATE 06/22/00 STRUCTURAL PANELS, ROTTOM CHORD SRALI IAYE A PROPERLY ATTACHED RIGID CEILING. nj •IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED Q BG DL 7.0 PSF DRW CAUSR427 00174033 Ly PAOONCTS, INC. SNAIL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO r ice' ALP INE BUILD THE MOSSES IN COITORIASCI 11ITH TPI: ON FABRICATING. NANDLIND, SNIPPING. INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/PBC BRACING 0► TRUSSE,. 1815 111161 CORFONMS YITN APILICABLE PROVISIONS Of IDS (NATIONAL DESIGN ti CONNECTOISSPECIFICATIARE M4ON ? It9Of0E0GATASTI A6Sf 0140 GUY. FOREST STEEL. FICEPTPAPER SASIMORO.D TPI. APPLYALPINE CONNECTORS TO * TOT.LO. 33.0 PSF SEAN - 19510 EACH FACE Of MUSS. AND DRESS OMERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER A,,�.,�,� DRAPINGS 160 A•1. THE SEAL OB TNIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR .FAC . 1.2 5 FROM GA `^' be, NESPONSIIILITY SOLELY PON 711E TOGS$ COtPONER DESIGI 390111. TBE SUITABILITY AID USE OF THIS •wY EMOWN "' COMTONEff FOR ANT PMTICOLAA NNILOINB IS THE RESPOISINIlITY OF TIE BUILDING 0131HEE. PER SPACING 24. D" BRmmN�gG►93E=3 ANSI►T►I 1.1996 SECTION I. (LOT80620-PLATT I LOT 8 - 02 36' COMN TOP CHORD 2x4 DF -L #1 Ir ->'10T CHORD 20 DF -L #1 WEBS 20 DF -L Standard w ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; Lr'JNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. rn 0 O z W2.5X4 f W3X6 -0 W1.5X4 6 r— H - V Ll O a ' W _ L W w N5X4 (A2) o W2.5X4 la W3X6 a W3 z z w w z 2�. a I_ 18-0-0 =H THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00° OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 Ea i Ni 36-0-0 Over 2 Support R-1352 W-3.5` a c�i N DIT TVD Unva TOT -01;\O Daeinn Critaria, TPT 0 O N N N ALPINE ti I>�¢mmto, CA 958(6 BRACING. REfER 70 RIO.9l (MANDLIRG INSTALLING AND BRACING), PUBLISIED BY TPI (TRUSS PLATE INSTI(UTC. 5B3 D'OIOF1 0 OR.. SUITE 200, RADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PINFORMS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO► CHORD SMALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. SUTTON CRORD SHALL HAVE A PROPERLY ATTACHED 11810 CEILING. '-IMPORTANT" FORNISU A COPY OF TNI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALVIN[ ENGINEERED PRODUCTS. INC. SMALL NOT Of RESPONSIBLE 1`01 ANY DEVIATION FAUN THIS DESIGN; ANY FAILURE TO NUILD THE TRUSSES IN CONFORROACE WITH TPT: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND :U.1to TH91,11 THIS OISIG/ COKFURS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OISIBN SPICIFICAMS PUNLISAED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE HARE OF 202A ASTM A6SS GRAD SALT. STEEL. EICEFT AS NOTED. APPLY CORRICTOAS TO EACH FACE OF TROSS. AND UNLESS OTBERNISE LOCATED DS TRIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. TRE SEAL ON THIS DRAVINO INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONORINT DESIGN SHOWN. TRE SUITABILITY AND USE OF TRIS COMPONENT FOR ANY PARTICULAR BUILDING 11 TOE RESPONSIBILITY Of TN[ BUILDING DESIGNER. PER ANSI/TPI 1.199% SECTION 1. 8 -0 - noAgkAC) — R-1352 L,A/'/A TC LL TC DL BC OL BC LL TOT.LD_ DUR.FAC. SPACING 4.8-0-0 -/-/R/-. Scale-.18750/Ft 16.0 PSF REF R427--38538 10.0 PSF DATE 06/22/00 7.0 PSF DRW CAUSK427 00174028 0.0 PSF CA -ENG AEB/PBC 33.0 PSF SEON - 19513 1.25 FROM GA 24.0' (LOT80620-PLATT / LOT 8 - E1 8' SCIS TOP CHORD 2,4 DF -L #1 ":)OT CHORD 2x4 DF -L #1 0 WEBS 2x4 DF -L Standard .SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n, (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 16" OUTLOOKERS L2 AND STUCCO (10 PSF) ON ONE FACE. Cr 0 0 W4X4 a 0 A 0 a W5X4� A -J 4.5 4. w rx z W2 4 (Al) 0 z w z 41 4-0� L1 -4-0.J w Q -4-0-014 4-0-0 I�E8-0-0 Over 2 Supports-� a I R-433 W-3.5" R-433 M-3.5' T� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 12.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 8-0-0 NI PLT TYP. Wave TPI -95\R _ Design Criteria: TPI(S O O 0 CV CV N —31 ALPINE ti Sea "UI', 9s95818�• I= '•NARRINU" 19 5ILN ■AUWu NN c"mc w ........_,. ..-- IR9IN6, REFER TO N1B•91 (RAWLINS INSTALLING AND IRACINC). PUBLISHED IT TPI (TRUSS PLATE [BIT(I0T[, 693 D'ONOFAIO OR., SOITE 900. MADISON, NI S3119). FOR SAFETY PRACTICES PRIOR TO PEGFOAMING THESE ►XNCTIOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED STRDMAAL PANELS. N01T011 CHORD SMALL HAVE A PROPERLY ATTACHED RIGID C1ILIBG. '•IMPORTANT" POAIIStl A COPY Of THIN DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGIBEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEIIATION FROM THIS DESIGN: ANY FAILURE TO :DIL THE TRUSSES IN CONFORMANCE W170 DI; OR FABRICATING. HANDLING. SNIPPIRO. INSTALLING AND BAACIIG OF TRISSES. THIS 093164 CONFORMS WITH APPLICABLE PROVISIOIS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED NT THE AMERICAN %OIEST AID PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE MADE OF EOGA ASTM A633 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY COOIECTOIS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITIDI CONNECTORS PER DRAWINGS 160 A - I. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIMAING RES►ONSIRILITY SOLELY FOR THE TRISS COMPONENT DESIGN SHOWN. THE SNITAOILITY AND USE Or THIS COMMENT FOA ,ANY PARTICULAR BUILDING IS THE AESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIJT►I 1.1965 DICTION E. El CA/-/l/-/-/R/- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.3750/Ft. REF R427--38541 DATE 06/22/00 DRW CAUSR427 00174034 CA -ENG AEB/PBC SEQN - 19548 FROM GA -PLATT / LOT 8 - F1 7' MONO HIP TOP CHORO 2x4 DF -L #1 Lc'3d BOT CHORD 2x4 OF L #1 WEBS 2x4 DF -L Standard --':Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. ca 0 0 W2.5X4 io E~ W1.5X4 43 W2.5X4 ss v A 4 r 0 r� tom' 2-0-4 A r+i wy -0-0 z WAX a WI_SX4 n C-13 W2X4(Al) a W3X81 E 6-0-0 _1_1-10-0 cc I-7-10-0 Over 2 Supports R-430 W-3.5' Q, R-504 r< M N_ PLT TYP. Wave TPI -95\R Design Crite 0 O 0 N N N ALPINE ti AWeee�Bine�CA9582 Inc.N. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 0.92 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 1- 3- 9 OC. BRACING. REFER TO 810.91 (IMOLIRS INSTALLING AND BRACING). PUSLISMED BY 7P1 (TRUSS PLATE INSTITUTE, 593 0.010111I0 DR., SHITE 200, MADISON. WE S3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING TIESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BAYS PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOMCRORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPT OF TILS DESIGN TO TME IISTALLATIOR CONTRACTOR. ALPINE ENGINEERED :R.PRODUCTS, IOC. 6MLL 107 BE RESPONSIBLE FOR ART 0111ATION FROM THIS DESIGI; ANY FAILURE TO cog THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING. HANDLING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DEI160 COIFOLNS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DES164 SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AMD PAPER ASSOCIATION) AND 7P1. ALPINE CORN[CTOR f ARE NAGE 0► tOGA ASTM ASS3 GR40 SALT. STEEL. EtCEPT AS NOTED. APPLY CONNECTORS TO EACH FAC[ OF TRYSS. A10 BILOf OTHERWISE LOCATED OI TN15 DESIGN. POSITION CONNECTORS PER DRANI/Gf 160 A -Z. THE II At ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOISIBILITY SOLELY FOR TIE TIUSS COMPONENT OES16R SHOWN. THE SBITABI L ITT ASO USE OF I" is COMIOEEIT FOR ANY PARTICULAR INILDING IS THE RESPONSIBILITY OF THE BOILOING DESIGNER. PER ANSI M1 1 .1096 SECTION t. ,� I DEPASIV' . . CA - 1 - - R - Scale -.3750/Ft. TC LL 16.0 PSF REF R427--38542 TC DL. 10.0 PSF DATE 06/22/00 BC DL 7.0 PSF DRW CAUSR427 00174029 BC LL 0.0 PSF CA -ENG AEB/PBC TOT.LD. 33.0 PSF SEON - 19534 DUR.FAC. 1.25 FROM GA SPACING 24.00 (LOT80620-PLATT / LOT 8 - F2 6' MONO TOP CHORD 2,4 DF -L #1 � )OT CHORD 20 OF -L #1 N WEBS 2x4 DF -L Standard � :Lt Wedge 20 DF -L Standard: iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. L2 C" 0 z i W1.5X4 p H V I� 4 i— A_ A4 {1. A W a W W z z W2X4(A1)'� W1.5X4 s W W z W3X8 N a; 0-10-0 Q I F, --6-10-0 Over 2 Supports—� R-263 W-3.5' rs. R-188 W-3.5' C--31 N. PLT TYP. Wave TPI -95\R O C=D - CIS N N ALPINE ti I8NOD1mm001 CA "M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 2-7-4 -0-0 Design Criteria: TPIfSTD IRACIRG. REFER TO 919.91 (MAMOLIIG INSTALLING AID BRACING). PUIIISMEO 91 TPI (TRUSS PLATE INSTITUTE, SRS 0-090FRIO DR.. SUITI 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHEINISE INDICATED, TOP CHORD SMALL MAY[ PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTART•• FOAIISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IRC. HAIL HOT BE RESPONSIBLE FOR AIT DEVIATION FICA THIS OESIGNI ANY FAILURE TO BUILD THE TO ISSE9 11 CONFORMANCE WITH TPI. 01 FABRICATING. HANDLING, SNIPPING, INSTALLING AID 9RACIR9 Of TRUSSES. THIS CEI/6N COJOILMS MITI APPLICABLI PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION fBBLl3HED BY THE ANINICAI FOSEST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF LOW ASTM AIs3 6140 GALS. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNERNIST LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OIIAMINGS1G0 A•L. TME ITAL ON fNlf DIAYIf1 INDICATES ACCEPTANCE OF PROFESSIONAL 11611111ING RESPONSIIILITY SOLELY FOR TME n s3 COMPONENT DE31GR 3MOMN. THE SUITABILITY AID USE OF THIS COMPONENT FOR AMY PARTICULAR IOILOTN. 15 THE RESPONSIBILITY OF THE BUILDING DESTGRI. PER ANST(TPI 1.111s SECTION E. 12- MICUNG DEPARTI VE : Al CA - 1 - - R - Scale —.375"/Ft. TC LL 16.0 PSF REF R427--38543 TC DL 10.0 PSF DATE 06/22/00 BC DL 7.0 PSF DRW CAUSR427 00174030 BC LL 0.0 PSF CA -ENG AEB/PBC TOT.LD. 33.0 PSF SEAN - 19536 DUR.FAC. 1.25 FROM GA SPACING 24.0• (LOT80620-PLATT / LOT 8 - [SGE] F3 6' MONO GE) tOP CHORD 2,4 DF -L #1 CHORD 2x4 OF -L #1 rte,, WEBS 2x4 DF -L Standard .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 16' OUTLOOKERS L2 AND STUCCO (10 PSF) ON ONE FACE. rn �(K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD o WITH 2X4 ALPINE PLATES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W1.5X4 Ill W1.5X4 N W1.5X4 III ra 41— 0 a W3X5 s la (K) w oa w w z m� W3X 5 ;Gi W1.5X4 11 T 2-3-9 -0-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIND699 FOR MORE REOUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. F -3 w W3X5 g W1.5X4 Il W1.5X4 M a 0-10-0 DEPAri� I F,--6-10-0, Over 2 Supports -WILDING R-376 W-3.5` R=297 W'3.5 FRO®� �f r 0 cv"j N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA - 1 - - R - Scale -.375' Ft. C 91,9196•• nUSSES R[O9IRE ISTRIJE CARE 11 FABRICATION. HANDLING. SNIPPING. INSTALL116 AND E TC LL 16.0 PSF REF ,427--38544 o BRACING. REFER TO 919-91 (HANDLING INSTALLING AMC BRACING), PUBLISHED BY TPI (TRUSS PLATE C N IISTIT u, Sp O'ORD►RIO OR.. SUITE t00. NAO1S0.. HI SI710). FOR SAFETY PRACTICES PRIOR TO PERFORMING T/ESE FUNCTIONS. INLESS 07NERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 'a ILS, BOTTOM CHORD SHALL RAT[ A PROPERLY ATTACIED RIGID CEILING. , 'O TC DL 10.0 PSF DATE 06/22/00 c-li -IMPORTANT-- FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 00174035 N PRODUCTS, IRt. SHALL NOT BE RESPONSIBLE ►ON ANY DEVIATION PROM THIS DESIGN; ANY FAILURE TO 1! 9 BUILD THE TRISSIS 11 CONFORMARCE HIT" TPI: OR IABIIUTIRG, BA10L1.B. 13I1PIBG, OSTALLII6 AID NDS BC LL 0.0 PSF CA -ENG AEB/PBC z ALPINE 8,14111 0i nNSSES. THIS 11111. CDIFORNS YET, APPLICABLE PROVISIONS Of (RAnONAI DESIGN qpN .' S►ECI►ICATI 02 POBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONIEttCIS ARE NADI OF tOBA &STN A651 GA00 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * It TOT. LD. 33.0 PSF SEAN - 19540 EACH FACE OF TRUSS. AND UNLESS OTNENTSE LOCATED 01 I11S DESIGN, POSITION CONNECTORS PER D UR . FAC . 1.25 FROM GA CRAVINGS 160 ►•I. THE SEAL ON THIS DIAHIN6 INDICATES ACCEPTAIC[ OF PROFESSIONAL ENGINEERING �' NESPONSIIILLTT SOLELY FOR TIE TROSS CONPONINT DESIGN $9011. THE SUITABILITY AND USE Of TRIS toN►OIER FOR ANT PARTICULAR 691109/6 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 G SaceftecickANSI/TPI 1.1996 SECTION t. 0620 -PLATT / LOT 8 - G1 13.6" GIRD) THIS DRG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 � 3DT CHORD 2X8 DF -L #1 WEBS 20 DF -L Standard :W2, W3 2x4 OF -L #1: --::Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. '-A•' ADDITIONAL LOADS W7X6 (R) it rn BC - From 676 PLF at 0.00 to 676 PLF at 13.50 (H) 0 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1 10 PSF BC LIVE LOAD PER UBC. W1.5X4 VV 12 I W2 W5X4(C8) Ra Li A O a L,1. - A W4X12(R) II a W5X6 (C8) ao w w z c5 z w w Z 1,.1-4-O.J I 6-9-0 I 6-9-0 J Q I 13-6-0 Over 2 Supports '1 I R-5078 W-3.5" � R-5078 W-3.5' o-. N. PLT TYP. Nave TPI -951R Design Criteria: TPI(STD) 19 ll1 BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12" 17 1 13.208' 1 12" 17 BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.00. OC. (H)RECOMMENDED CONNECTION FOR TRUSS D1 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE SIMPSON CATALOG C-2000. W1 .5X4 0 1� 12 (� W5X4(C8) a W4X12(R) 9 I W5X6 (C8) E3 +8-0-0 Lel-4-Dal affmosmv O C=D - C=> O N N N ALPINE •-a SNaksaalq CA 9 -WARNING.- SAN" S RtUULNL UIRC-E — .• 1w.—.1 •.,. .�... ..... -... .. BRACING. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING), ►UBLISMEO SY T►1 (TRUSS PLATE INSTITUTE, SBS D'a0FR10 OR., SNIT[ 100, MADISON. WISSI19). FOR SAF ETI PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CBORa SHALL NATE IGOPE&IF ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT— FUNNISN A COPY OF THIS DESIGN TOTRE 1ISTALLATION CONTRACTOR. ALPINE [NGINEf0.ED PRODICTI. INC. SMALL, NOT NE RISPONSIBLE FOR ANY OEYI ATIOB FROM THIS DESI04: ANY FAILURE TO BUILD TIE THUSSIS IN CONFORMANCE WITH TPI: OR fABITGTING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PIOYtSIONS OF ADS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF IOTA ASTM A65S ARGO GALT. STEEL EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND NIL1S3 OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER ORANINGS 150 A-1. THE SEAL OR TNI$ DRAWING IIDICATES ACCEPTANCE Of FROFESSIOIAL ENGINEERING RESP ONIIBILITY SOLELY PON THE TRUSS COMPONENT 015104 SHOWN. THE SUITABILITY AID USE Of 711 I$ COMPONENT TOI ANY PARTICULAR BUILDING IS THE RISPONSIBILITY Of THE BUILDING OESIGNEH. PER ANSIFT►I I -tsps SECTION 1. CA - 1 - - R - Scale -.375" Ft. TC LL TC DL BC OL BC LL TOT:LD. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF REF R427--38545 DATE 06/22/00 DRW CAUSR427 00174036 CA -ENG AEB/PBC SEQN - 19556 OUR.FAC. 1.25 FROM GA SPACING 24.00 (LOT80620-PLATT / LOT 8 - G2 13'6• TOP CHORD 2X4 DF -L i1 RIOT CHORD 2x4 OF L #1 11 WEBS 2x4 DF -L Standard .7LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 w CT :0_- E-. v 0 0 x w 1-a .w . 1-z w w z z .w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 a 9-3 L.1 -4.0-,J Ca. Gz .8-0-0 dU Q TE WUv I .-a L 6-9-0 _1_ 6-9-0 es�)s.�n DEPARTMEN WILDING 13-6-0 Over 2 Supports R-515 W-3.5' R-515 9-3.5' CDA C, `V PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 19 nhi CA - 1 - - R - Scale —.375'/Ft C� C� AND ••YARNING•• TRUSSES REQUIRE (HANDLING CARL [N FABRICATION BRA I 6ANDLING, SN 01 TPI "ACING. REFER TO 210 -91 (RANOLIN6 INSiAI IING AND BiACINq . PUBLISHED 0i TPI (TRUSS PUT[ R'1— S TC LL 16.0 PSF REF R427--38546 0 Cy INSTITUTE. 615 O'OJOFR10 DR.. SUITE 200, MADISON• NI 65719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 110ICATED. TOP CHORD SNAIL MATE PROPERLY ATTACHED STRUCTURAL PAIILS. GOTT" CHORD SHALL NATE A P20PIRLY ATTACHED RIGID CEILING. TC OL 10.0 PSF DATE 06/22/00 N ••IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED It BC DL 7.0 PSF cli PRODUCTS. INC. SHALL NOT AE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNS ART FAILURE TO DRW CAUSR427 00174031 z ALPINE BORC TOE TRUSSES 11 COIFORMAMCE WITH TPI; 01 FABRICATING, HANDLING, SNIPPING. INSTALLING AND 11ACING Or TRESSES. THIS DESIGN CONFORMS WITH APPLICABLE PRONISIOAS OF IDS LIATIONAL DES16/ F - BC LL. O.O PSF CA -ENG AEB PBC / •tea SPECIFICATION PUBLISHED BY THE AMIRlCAN FOREST AND PAPER ASSOCIATION) A60 T►I. ALPINE CONSECTORS ARE RACE OF tO6A ASTM ASSN 6RR0•GALY. STEEL. EICEFT AS NOTED. APPLY CONNECTORS TO * Jr TOT. LD. 33.0 PSF SEON - 19558 • ecmdp,,,,G,.,•• SlaameloDrG9 82>Z EACH FACE OF TRUSS. AID INLESS OTHERWISE LOCATED 01 THIS DESIGN. POSET101 COINECTORS PER EAYI NGS 160 A•1. THE SEAL 02 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI1EE111G H HESIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SUM. TBE SIITABIUTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 19 THE RESPONSIBILITY OF THE 86ILDING DESIGNER, PER ANSI/TTI 1-1995 SECTION Z. DUR .FAC . 1.25 FROM GA SPACING 24.011 This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityofthe installerfbuilder, building contractor, licensed contractor, erector or erection contractor to properly receive. unload, store, handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ;TRUSS.ST.ORAGE<. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. A WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. 0 Fra IA.DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. me 1` DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir SPF - Spruce -Pine -Fir �0� ti ryal egA Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse inhere tonodiago- { nal bracing. Diagonal bracing should be nailed 4 to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. PLUMB i i Truss Depth D(in) i =45° 12 —13 or e greater All lateral braces lapped at least 2 trusses. Continuous Too Chord Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1 2" TOP CHORD 36" 3/4" TOP CHORD' DIAGONALBRACE 1 " MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBg) [# trusses] SP' DF SPF HF.: Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42' - 54' 1 3/12 6' 6 4 Over 54' 1 See a registered professional en ineer DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir SPF - Spruce -Pine -Fir �0� ti ryal egA Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse inhere tonodiago- { nal bracing. Diagonal bracing should be nailed 4 to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. PLUMB i i Truss Depth D(in) i =45° 12 —13 or e greater All lateral braces lapped at least 2 trusses. Continuous Too Chord Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1 2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 96" 1 2" 1 8' 108" 1 2" 1 9' I T ±+/; 1 T ±'/:' L(in) L(In) U200 L(ft) 50" 14" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of 0200 or 2" U200 L(ft), 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should r WARNING: Do not cut trusses.A construction loads of any description be placed on unbraced trusses. Frame 6 PIN TOP CHORD TOP CHORD DIAGONAL BRgCE, MINIMUM LATERAL BRACE SPACING (DBs) SPAN ill I I E I iiiiiEPTHIiII SPACING LB #trusses SP/DF sPFlH„F: Up to 32' 30” 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ \ diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are`essentiallfo stability and must be duplicaite both ends of the truss system. ,201(t)&S) AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A -op chords :hat are laterally braced can buckle "etherane,, cause collapse it there is no diago- nalbracing. Diagonal bracing should be nailed b the underside of the top chord when purlins are attached to the topside of the top chord. 1y c - All lateral braces lapped at least two L _trusses. =450 ' End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNING: Do not attach cables, chains, or I hooks to the web members. 760*� or less /Tag Approximately Approximately Line '/Z truss length '/z truss length Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to 60' Approximately '/3 to %truss length Less than or equal to 60' Toe In Tag Line In Tag Line 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line Approximately Y3 to 3/, truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Frame 2 Typical horizontal tie member with multiple stakes (HT) �'trussof braced oup of trusses (EB) Top chords thatare laterally braced can buckle togetherand cause collapse iflhereisno diago- nal bracing. Diagonal bracing should benailed to the underside- cf 0e, top chord when purlins are attached to :he topside of the top chord. =45° Over 32'- 48' 1 4/12 6' 1 10 1 7 Over 48'-60' 1 4/12 5' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii SPF - Spruce -Pine -Fir i Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. All lateral braces 10' or Greater nal bracing. Diagonal bracing should be nailed lapped at least 2 I Attachment are attached to the topside of the top chord. 10' or Grea-er i Required SCISSORS TRUSS ;; O<�egg 32 / WARNING: Failure to follow these recommendations could result in a severe personal injury or damage to trusses or buildings. DF -Douglas F'r-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir i Contir uous Too Chord ,yah ey�F Top chordathat are laterally braced can buckle Latera” Brace y6Qlt� All lateral braces Requited nal bracing. Diagonal bracing should be nailed lapped at least 2 I trusses. are attached to the topside of the top chord. 10' or Grea-er i SCISSORS TRUSS ;; Attachment J Requied ---I 2@• or des s / =450 Frame 3 ti . 00�1 ,yah ey�F Top chordathat are laterally braced can buckle y6Qlt� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS ;; 12 --� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. L15 OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir _- All lateral braces lapped at least 2 trusses. L�6 B 7U0M CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. $OTTOM CHORDi BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACEM. SPACING (DBS SPAN PITCH $PACING(LB� [# trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' 1 See a registered professional engineer L15 OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir _- All lateral braces lapped at least 2 trusses. L�6 B 7U0M CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title.......... 3366 SF Residence Project Address........ Lot 8 Van Ness. Way Durham, California Documentation Author... Donna Wallace 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.10 for Page 1 CF -1R Date..06/19/00 15:01:47 ******* *v5.10* ******* 00 -147/ Bu ng.,Permit ,I3.06 P C hec t Da e Field Check/ Da e 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -P&P Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -3366 SF Residence Component Type 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.... Average Glazing SHGC....... Average Ceiling Height..... 3366 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Raised Floor 17.8 % of floor area 0.59 Btu/hr-sf-F 0.65 10 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 Typical, Garage Door n/a R-0 R-n/a R-0 0.330 Entry, Garage Roof Wood R-11 R-27 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical F1oorExt Wood R-19 R-0 R-19 0.048 2nd Flr Bedrms FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) 7.5 0.600 0.650 Standard Standard Yes Window Front (S) 36.0 0.600 0.650 Standard Standard Yes Window Front (S) 6.7 0.570 0.670 Standard Standard Yes Door Front (S) 7.8 0.550 0.650 Standard Standard Yes Window Front (S) 6.7 0.570 0.670 Standard Standard Yes Window Front (S) 6.0 0.570 0.670 Standard Standard Yes Window Front (S) 36.0 0.600 0.650 Standard Standard Yes Window Front (S) 7.5 0.600 0.650 Standard Standard None Window Front (SW) 18.0 0.600 0.650 Standard Standard Yes Window Front (SW) 18.0 0.600 0.650 Standard Standard Yes Window Right (SE) 18.0 0.600 0.650 Standard Standard Yes Window Right (SE) 18.0 0.600 0.650 Standard Sta§ COI -%Yes Window Back (N) 6.0 0.600 0.650 Standard St M ar None Window Back (N) 30.0 0.600 0.650 Standard Nd G-DEPAHT,y ^PPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPASS v5.10 File -P&P Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -3366 SF Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Back (N) 33.3 0.550 0.650 Standard Standard Yes Window Back (N) 6.7 0.570 0.670 Standard Standard Yes Window Back (N) 12.0 0.570 0.670 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard Yes Window Back (N) 12.0 0.570 0.670 Standard Standard Yes Door Back (N) 40.0 0.550 0.650 Standard Standard Yes Window Back (N) 8.0 0.570 0.670 Standard Standard None Window Back (N) 8.0 0.570 0.670 Standard Standard None Window Left (NW) 18.0 0.600 0.650 Standard Standard None Window Back (NE) 18.0 0.600 0.650 Standard Standard Yes Window Right (E) 18.0 0.600 0.650 Standard Standard None Window Right (E) 18.0 0.600 0.650 Standard Standard None Window Right (E) 24.0 0.600 0.650 Standard Standard None Window Front (S) 15.0 0.600 0.650 Standard Standard None Window Front (S) 15.0 0.600 0.650 Standard Standard None Window Front (S) 24.0 0.600 0.650 Standard Standard None Window Front (S) 15.0 0.600 0.650 Standard Standard None Window Front (S) 15.0 0.600 0.650 Standard Standard None Window Left (W) 18.0 0.600 0.650 Standard Standard None Window Back (N) 6.0 0.600 0.650 Standard Standard None Window Back (N) 24.0 0.600 0.650 Standard Standard None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACSplit 12.00 SEER Crawlspace R-4.2 No No Setback Furnace 0.900 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. E*'y This building incorporates non-standard Duct Location. OUQUING DEPAi�170tP,'. �WPRO`O'V'Ekm CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPAS5 v5.10 File -P&P Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -3366 SF Residence REMARKS CEC default U -values and default SHGC-values were used for all fenestration. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Josh Platt Company. P & P Enterprises Address. Phone... 530-892-2610 License. Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) ( ate) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. (date) MALWING ,: I MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. By Contractor *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-13 framed walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(L): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater -than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Loose Fill Fiberglass & Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water By Contractor tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Section 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. By Contractor Residential Compliance Form July 1, 1999 all PZWPPROI �n MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 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. N/A 2. System is installed with: a. At least 3611 pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 GiNU ITE E C•LI V r ; Awr 1`` l COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 Project Address........ Lot 8 Van Ness Way ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPASS v5.10 for Plan Check Da e Field Check/ Da e 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -P&P Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -3366 SF Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) SpaceHeating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 15.81 15.46 0.35 13.54 12.03 1.51 8.47 7.70 0.77 Total 37.82 35.19 2.63 11 *** Building complies with Computer Performance *** 11 Zone Type 1ST FLR Residence 2ND FLR Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3366 sf Single Family Detached New Front Facing 180 deg (S) 1 2 ReducedYear Raised Floor 2 33795 cf 0 sf 17.8 % of floor area 0.59 Btu/hr-sf-F 0.65 10 ft BUILDING ZONE INFORMATION Floor Area (sf) # of Volume Dwell (cf) Units Cond- Thermostat itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit 2034 21807 0.60 Yes Setback 8.0, Standard ,` No h'r,.. i. �; a:S el v 1332 11988 0.40 Yes Setback 8.0 SS�t�any-�dardAA gNo COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPAS5 v5.10 File -P&P Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -3366 SF Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments 1ST FLR 1 Wall 328 0.088 13 180 90 Yes W.13.2X4.16 Typical 2 Door 12 0.330 0 180 90 Yes None Entry 3 Wall 44 0.088 13 225 90 Yes W.13.2X4.16 4 Wall 44 0.088 13 135 90 Yes W.13.2X4.16 5 Wall 69 0.088 13 270 90 Yes W.13.2X4.16 6 Wall 260 0.088 13 270 90 No W.13.2X4.16 Garage 7 Door 20 0.330 0 270 90 No None Garage 8 Wall 455 0.088 13 0 90 Yes W.13.2X4.16 9 Wall 22 0.088 13 315 90 Yes W.13.2X4.16 10 Wall 22 0.088 13 45 90 Yes W.13.2X4.16 11 Wall 507 0.088 13 90 90 Yes W.13.2X4.16 12 Roof 718 0.025 38 n/a 0 Yes R.38.2X4.24 Typical 13 Floor 2034 0.037 19 n/a 0 No FC.19.2X8.16 Typical 2ND FLR 14 Wall 336 0.088 13 180 90 Yes W.13.2X4.16 15 Wall 388 0.088 13 270 90 Yes W.13.2X4.16 16 Wall 260 0.088 13 0 90 Yes W.13.2X4.16 17 Wall 188 0.088 13 90 90 Yes W.13.2X4.16 18 Roof 1332 0.025 38 n/a 0 Yes R.38.2X4.24 19 F1oorExt 16 0.048 19 n/a 0 Yes FX.19.2X8.16 2nd Flr Bedrms FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 1ST FLR 1 Window Front (S) 7.5 0.600 0.650 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 36.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 6.7 0.570 0.670 180 90 Standard/0.76 Standard/0.68 4 Door Front (S) 7.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.7 0.570 0.670 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 6.0 0.570 0.670 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 36.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 7.5 0.600 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Front (SW) 18.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 10 Window Front (SW) 18.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 11 Window Right (SE) 18.0 0.600 0.650 135 90 Standard/0.76 Standard/0.68 12 Window Right (SE) 18.0 0.600 0.650 135 90 Standard/0.76 Standard/0.68 13 Window Back (N) 6.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 14 Window Back (N) 30.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 15 Door Back (N) 33.3 0.550 0.650 0 90 Standard/0.76 Standard/0.68 16 Window Back (N) 6.7 0.570 0.670 0 90 Standard/0.76 Standard/0.68 17 Window Back (N) 12.0 0.570 0.670 0 90 Standard/0.76 Standard/0.68 18 Window Back (N) 30.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 19 Window Back (N) 12.0 0.570 0.670 0 90 Standard/0. 6 tan a- 0.68 20 Door Back (N) 40.0 0.550 0.650 0 90 Standard/lh,6 tS'tdMa'rd%0.68 21 Window Back (N) 8.0 0.570 0.670 0 90 Standard/0.76 Standard.,`:0w68 22 Window Back (N) 8.0 0.570 0.670 0 90 Stand,0T"}�taridar.68 AprMOVED COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPAS5 v5.10 File -P&P Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -3366 SF Residence Orientation 23 Window 24 Window 25 Window 26 Window 27 Window 2ND FLR 28 Window 29 Window 30 Window 31 Window 32 Window 33 Window 34 Window 35 Window Surface 1ST FLR 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Window 9 Window 10 Window it Window 12 Window 14 Window 15 Door 16 Window 17 Window 18 Window 19 Window 20 Door 24 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Left (NW) 18.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 Back (NE) 18.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 Right (E) 18.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 Right (E) 18.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 Right (E) 24.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 Front (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Front (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Front (S) 24.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Front (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Front (S) 15.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 Left (W) 18.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 Back (N) 6.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 Back (N) 24.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 7.5 3.0 2.5 9.0 2.0 2.8 9.0 n/a n/a n/a n/a n/a n/a 36.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.7 n/a 6.7 7.0 3.3 n/a n/a n/a n/a n/a n/a n/a n/a 7.8 n/a 3.3 7.0 3.6 n/a n/a n/a n/a n/a n/a n/a n/a 6.7 n/a 6.7 7.0 3.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 1.3 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 36.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 33.3 n/a 6.7 7.0 3.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.7 n/a 1.3 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 6.0 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 6.0 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 6.0 7.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.0 6.7 7.0 3.3 4.5 7.0 n/a n/a n/a n/a n/a n/a 18.0 n/a 6.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPASS v5.10 File -P&P Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -3366 SF Residence HVAC SYSTEMS Tank Type 1 Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 0.58 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default U -values and default SHGC-values were used for all fenestration. R- n/a IFE 0TURT11 Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff 1ST FLR Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.772 ACSplit 12.00 SEER Crawlspace R-4.2 No No 0.689 2ND FLR Furnace 0.900 AFUE Attic R-4.2 No No 0.767 ACSplit 12.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Tank Type 1 Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 0.58 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default U -values and default SHGC-values were used for all fenestration. R- n/a IFE 0TURT11 HVAC SIZING Page 1 HVAC Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 Project Address........ Lot 8 Van Ness Way ******* Durham, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPASS v5.10 for Plan Check Da e Field Check/ -Date 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -P&P Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -3366 SF Residence GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3366 sf 33795 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... GlazingSolar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Heating (Btuh) 17014 15226 n/a 21371 n/a 5361 58971 n/a 180 deg (S) Cooling (Btuh) 8016 8498 13849 7022 2100 2597 42082 8416 Minimum Total Load 58971 50498 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. UNG DEPAH � ,,`V t HVAC SIZING Page 2 HVAC Project Title.......... 3366 SF Residence Date..06/19/00 15:01:47 MICROPASS v5.10 File -P&P Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -3366 SF Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 11ST FLR' Floor Area ....................... 2034 sf Volume ........................... 21807 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11108 4247 Glazing Conduction ............... 11820 6597 Glazing Solar .................... n/a 10398 Infiltration ..................... 13790 4531 Internal Gain .................... n/a 1260 Ducts ............................ 3672 1352 Sensible Load .................... 40389 28386 Latent Load ...................... n/a 5677 Minimum Zone Load 40389 34063 ZONE 12ND FLR' FloorArea ....................... 1332 sf Volume ........................... 11988 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 5906 3768 Glazing Conduction ............... 3406 1901 Glazing Solar .................... n/a 3451 Infiltration ..................... 7581 2491 Internal Gain .................... n/a 840 Ducts ............................ 1689 1245 Sensible Load .................... 18581 13696 Latent Load ...................... n/a 2739 Minimum Zone Load 18581 16435 'Pf V Vertuca f technology XWAA r Engineering 3650 Morrow Lane, Chico, CA 95928 OTh Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: P&P Enterprises Project: Lot #8, VanNess, Durham, CA Location: See Above Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. CL- 15f 7 �sUTF6 UUty WILDING-DEPARTMENt' DDS f' 8�la�oo ,577,� VerTech Engineering Project: Page. Engineer: Date: 170/W of: General Notes 1. General a) All work shall conform to the 1997 UBC and all applicable local codes. b) The Engineer (VerTech Engineering) is responsible for the structural items in the plans only. Should any changes be made from the design as specified in these calculations without the written approval from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. c) The drawings and calculations represent the finished structure, and, unless specifically noted otherwise, do not show the method of construction. The contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc... d) If a particular feature of construction is not fully shown on the drawings or in the calculations, then it shall be constructed in the same character as similar conditions that are shown on the design documents. e) Any conditions noted as existing must be field verified by the contractor, and any discrepancies must be brought to the attention of the engineer without proceeding with construction prior to the review of the Engineer. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or 2. Site Work a) Assumed maximum soil bearing = 1000 psf per requirements of the 1997 UBC. b) Building site is assumed to be drained and free of clay or expansive soil. Any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level or stepped footings. Any other conditions should be brought to the attention of the Engineer prior to the construction of the foundations. d) All footings including retaining wall footings, spread footings, wall footings, and grade beams shall bear on undisturbed soil with a footing depth below frostline. (12" to 24" as per local requirements) e) All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet horizontal. f) This engineer has not made a geotechnical review of the building site and is not responsible for general site stability or soil suitability. 3. Fill and Backfill a) Fill material shall be free from debris, vegetation, and other foreign substances. b) Backfill at foundation walls shall be compacted to 90% relative density u.n.o. c) Use 4" diameter perforated pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight. 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45% by weight. c) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter 19. d) Concrete shall be air entrained a minimum of 5% and a maximum of 7%. e) Slabs on grade shall be 3.5" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% relative compaction. 4" slabs on grade shall be reinforced with 6X6XW10WW mesh per ASTM A185. f) Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. g) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 1/2" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4" h) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. i) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. VerTech Engineering Project: Engineer: Ali of: General Notes Page: Date: S. Masonry a) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open end bond beam units. b) fm min shall be 1,500 psi. c) Each cell shall be completely filled with grout conforming to ASTM C279 Type S with a minimum strength of 2,000 psi. d) Lap reinforcing the greater of 60 bar diameters or 2'-0". e) Locate anchor bolts within 2" of the center of a cell. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. S. Framing/Lumber a) Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. b) Floor sheathing shall be T&G APA rated sheathing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they are structurally equivalent. d) Unless specifically noted on plans or in calculations, headers shall be the typical header specified on plans. Where opening is greater than 5'-0", (2) trimmers shall be used. e) Floor joists shall be manufactured "I" joists (such as Truss Joists), installed per the manufactures recommendations using a deflection limit of U480. Use a manufactured rim board (such as timber strand) with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). f) Sill plates shall be pressure treated Douglas Fir or Hem Fir. g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact. h) All framing lumber shall be Douglas Fir Larch, u.n.o. 1) Glue -lams shall be 24F -V4 u.n.o. with Fb = 2400 psi and Fv = 165 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. j) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min. k) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) 1) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor level continuous down to the foundation. m) Where posts with column caps or bearing plates are specified, the load is to be transferred to the foundation by vertical grain only, u.n.o. n) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 6" o.c. u.n.o. o) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. p) All framing members specified in these calculations are minimums, larger members may be substituted at contractors option. q) When using "green" lumber, care shall be taken to allow for effects of shrinkage. 6. Hardware I Structural Steel a) All hardware called shall be Simpson Strong Tie Co., installed as per manufacturer's recommendations. b) Structural steel shall conform to ASTM A36. Pipe members shall conform to ASTM A501. c) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. d) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi e) Bolts shall be ASTM A307 u.n.o. f) Provide 2X2X3/16" plate washers on all foundation anchor bolts.*V#./, Z VerTech Engineering I Project: ef Page: Engineer: Date: PROJECT Michael Hubley ENGINEER :l'f CIVIL ENGINEER DESIGN OF 4�;�✓t%j�L 0 0 i4�04 /J4 ar4c, (. 414,144.) , AA .5 L (ZooF LL ZQpS' e DATE *'0' DATE Q0 PAGE jrl 01do S "rQ - �SllhP H E7P (3 ° 23,,L/PfF SesrnIC c.,t F /6 4P11 'OOd t �? � CQ = 2.54 ,, ? , I ; 'Z,r, -?�) 6 Atcov-l. poo X10 PROJECT a DATE Michael Hubley ENGINEER �j CIVIL ENGINEER PAGE DESIGN OF 0-0 / �i 20 01' --I-- tax G! S, w{�J /9> /ro- � k64to 6-0r44b ✓pujA L tQAn vJ-1-�, �T � a 0 1997 UBC Static Seismic Forces VerTech Engineering Project: Lot #8 Date: 6/5/00 Comments: Units: Kips & Feet (UNO) Zone = 3 Cvl/RT = 0.5394 0.5195 Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 19 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS 0 0.00 P= 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)'µ r- max element/story shear ratio Max TB = 1.4*TA 11.5 <7.25 for SMRF 0 =1 Zone 0,1,2 VEQ = (Cv*I*V1n/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) Ft = 0.00 EQ: V/W: V: .11 *Ca*I 2.5*Ca*I/R T = 0.182 0.189 0.0396 0.1636 Cvl/RT = 0.5394 0.5195 Diaphragm VEQ = 46.2 45 Ft = 0.00 U LEVEL STORY HT .11 *Ca*I 2.5*Ca*I/R 14.0 0.0396 0.1636 3.4 14.0 U LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 9 19 35.2 669 7.98 7.98 72 7.98 10th 0 10 0 0 0.00 7.98 72 0.00 9th 0 10 0 0 0.00 7.98 72 0.00 8th 1 0 10 0 0 0.00 7.98 72 0.00 7th 0 10 0 0 0.00 7.98 72 0.00 6th 0 10 0 0 0.00 7.98 72 0.00 5th 0 10 0 0 0.00 7.98 72 0.00 4th 0 10 0 0 0.00 7.98 72 0.00 3rd 0 10 0 0 0.00 7.98 72 0.00 2nd 10 J 10 50.5 505 6.02 14.00 212 9.09 1 st 0 0 0 0 0.00 14.00 212 0.00 $5.7 1 1114 1 PROJECT ENGINEER DESIGN OFTC/Q.AG Michael Hubley CIVIL ENGINEER 0 O E c) G � PRA A� Zti s- y3, I 2 DATE PAGE Gi,✓t 2 77e� Q =� X13 '(, oft) �1 vg's' 2 77S'6 3 Zt, w PROJECT Michael Huble ENGINEER / ^�1 CIVIL ENGINEER DESIGN OF C -t -J r" A DATE _ PAGE 0 3 / 2 a VerTech Engineering /'1.. Lam! Page: Project: Engineer: Date: Design of: Shear Walls Roof Level �/�N /fid W J (N/ Tj5�l/V % *J Panel Shear Walls Eg/Wind Overturning Righting Net Wall Load Length Load/ft Edge Nail Moment Moment M/D 1 ---------------- 1 1 25 ------------- 6.0 -------------------- 188 6 -------------- 11250 ---------------- 6300 ------------------------- 930 ------- 2 ------ 2438 ---- ---- 13.0 -----297 ----3.0 188 ---- 6 ------4------ 24380 -----8910---- 29575 ---1687-- ---2464--- -172 3 89� i- ---------------- 4 ------------- 891 ----------------------------- 3.0 297 ------------•- 4 ---------------- 8910 ------------------------- 1687 2464 5 ---------------- 891 ------------- 3.0 ----------------------------- 297 4 -------------- 8910 ---------------- 1687 ------------------------- 2464 6 ---------------- 891 ------------- 3.0 ✓ ----------------------------- 297 4 -------------- 8910 ---------------- --- 1687 ------------- 2464 --------------------------- A ---------- 342 3 ----------- 1-8.0--.------ ------- - 186--- 6 -------------- 33420 --- ------------ - 32400 ------------------------- 237 B 742 4.0 186 6 7420 ---1600--.---1495 C 4085 38.0 108 6 40850 144400 -2345 VerTech Engineering Project: (074 Page: Engineer: Date: esign of: Shear Walls First Level Panel Shear Walls Eq/Wind Overturning Righting Net WallLoad Length Load/ft Edge Nail Moment Moment M/D 2 713 3.0 ----------------------------- 238 4 -------------- 7126 ---------------- 1350 ----------------------- 1970 ----------------------- --------------- 7 7 ----- ------ ------------- 1667 ------------- 7.5 ----------------------------- 222 4 -------------- 16668 ---------------- 8438 ----------------------- 1210 7.5 778 3.5 222 4 7778 1838 1750 1445 6.5 222 4 14445 6337 1345 9 ---------------------------------------------------------------- 1111 5.0 '1 222 4 -------------- 11112 ---------------- 3750 ------------------ ---------------------- 1547 -------10 ---------------- 1889 ------------- 8.5 ✓ --------------------- 222 ----- 4 -------------- 18890 ---------------- 10837 ----------------------- 1075 11 ------- --------- 1544 ------------- 6.5 v ----------------------------- 238 4 -------------- 15440 ---------------- 6338 ---------------------- 1498 121188 5.0 238 4 11877 3750 1700 ---------------- ---- ------ -------------- --- -------- f -------------- ---------------- ---------------------- 13 1544 6.5 238 4 15440 6338 --498 14 ---------------- 950 ------------- 4.0238 ----------------------------- 4 -------------- 9502 ---------------- 2400 ---------------------- 1835 15 950 4.0 238 4 9502 2400 1835 A ---------------- 6028 ------------- 19.5 -------------- 309 --------------- 3 -------------- 90420 ---------------- 38025 ------------ 2882 ---------- B 2782 9.0 309 3 41732 8100 3827 ------ `--------------------------------- - C 8075 34.0 C --------------- 238 -----------503 6 121125 _115600___ --- ------- ------ ----566---- ---- 2 -8-- 4 -----200----- ------6------ ---- 5660---- ------------ 800 ---1746 E -8-- 4/ --- 5660 - ---- -__ 800-- ---1746 ------- ------- -------- ------ ---566 --- - ----- - ----566---- ---- .8--- -----200 ----- ---- 200----- - ------ -----6 ------6------ ---- 5660____._T__800___---1746 G 6127.5 82 6 6120 5625 141 H 367 4.5 82 6 3672 2025 411 %r VerTech Engineering Project: Engineer: Design of: Shear Wall Schedule Page: Date: ov 6Q 6" o.c. edge nail A4" o.c. edge nail A3" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member Aand stagger nailing 2" o.c. edge nail, when abutting edges are nailed to 1 framing member, use 3X member VQ and stagger nailing 4/ 4" o.c. edge nail, double shear when abutting edges are nailed to 1 framing member, use 3X member A/2 and stagger nailing 3" o.c. edge nail, double shear 790 when abutting edges are nailed to 1 framing member, use 3X member /� and stagger nailing L2/2\ 2" o.c. edge nail, double shear � when abutting edges are nailed to 1 framing member, use 3X member and stagger nailing Notes: 1 Use 3/8" or 1/2" APA rated sheathing, plywood or OSB (or 5/8" T-1-11 siding) 2 Where a wall is "double shear" apply sheathing and nailing requirements to both sides. 3 Use 8d common (or 10d box or gun) nails, field nail at 12" o.c. 4 Edge nail at top plate, sole plate, mud sill, all posts and all studs with holddowns. 5 Use (12) 16d sinker nails at top plate splices U.N.O. 6 Where holddowns are attached to double studs, nail studs together with 16d sinkers at 4" o.c. 7 Strap plates across all beams with Simpson ST6224 with 16d sinkers. Holddowns 1 bolt holddowns to (2) studs u.n.o. 2 bolts embedded in concrete: P HD2A SSTB 20 PHDSA SSTB 20 J 3 Lap splice all HD bolts to (1) #4 vertical developed into footing (lap length embedment length of SSTB) 5/8" A.B. in 2X sil plate: 790. 1.33 = 1053 #/bolt (350#/ft max) 5/8" A.B. in 3X sil plate: 1040' 1.33 = 1387 #/bolt PROJECTMichael Huble --�e� ENGINEER CIVIL CIVIL ENGINEER DESIGN OF O(�flG ('90w)L l (/ 3s? Us 16d ,)G.1 j Jn -top It s,p6/ce . MAK Obgoo CLQ U�t 2- �udg� j roc, 609A<� G�� f2�ua igo M 67*- 6 ST o Z O' 01 hS-V � gl VerTech Engineering / Project: Page: J Engineer: Date: u Design of: Roof Framing Roof Loads DL= 16.2 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 10 psf B.C. Dead Load = 10 psf Total Load = 40 psf 61 Rafters: Live Load = 20 psf Dead Load = 20 psf Total Load = 40 psf (Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". .A VerTech Engineering Project: tf Engineer: n of: Floor Fra 7loor Loads DL= 10 psf LL= 40 psf Page: Date: Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. PROJECT ?// ENGINEER L� DESIGN OF '.� AA V U Michael Hubley CIVIL ENGINEER ?f�dE9�F , �-� tA,O j� ire., � : � 0 56010- s G -) 2. /JA :/S-60 {jA "X (o -/, V: jr�d p 'jj,4,,-j cT Odd : u 6 x R,oQ,e eawS 61�r/�� -') d,4 k & gwvAl f v2 G k) vti,d �k12 t,iV-q Is r r= Lot3►2 OYZ 2ND �L�Qrz ? c:= 7(-160 9,s An: IOvZu 4-4- us -4.ul Tv -s- * 4�7zOr0 Fb Zdb Re @ 091'ef i Beam Sizer Design Program VerTech Engineering Project: Platt/ Lot #8 Date: 6/6/00 Location: 4' Header Slope of roof 6 :12 Select Beam Width 3.5 in Dead Load 17 psfDF-L(N)#2❑ Round Member Live Load 20 psf 21 Horiz. Member Deflection Criteria 240 (U) Fb' 1093 psi Width tributary to beam: 20 ft Fv' 159 psi Length of Beam 4 ft Unbraced Length 1 ft Height Required 5.4 in CD 1.25 CF 1.00 A Req'd 15 in^2 CM 1.00 Cv 1.00 S Req'd 17 in"3 Ct 1.00 Cfu 1.00 1 Req'd 14 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.50 Cc 1.00 CL 1.00 Fbe= 64077 le= 2.1 RB= 3.3 Fb*= 1094 Total Uniform Load 780 pif Vmax 1560 Ib Mmax 1560 ft -Ib EI Req'd 22 *10^6 #-in^2 PROJECTg Michael Huble s ENGINEER1CIVIL ENGINEER 'E'KMTMt'eR DESIGN OF /At 1( jJ Fn L 4Pi 4 r- PROJECT !? ENGINEER i DESIGN OF �Nu\c- PwCAA (�3 Michael Hubley CIVIL ENGINEER POf�u an�r2 2xgltU�t1� 1 � r 1••t. n�.1S 34 fl2 R b' v -- -\iii/ V1 I- PROJECT Michael Huble y T ENGINEER � Ml- CIVIL ENGINEER R DESIGN OF f-oVr.' T/ f �q/;o rLL7OIL 00"t/&,Z6l 6)47-0) z ��6p(,� 2�C psi) 9L2 eke +W A0, C.O -F&oUr� P i � je, /q // 4lo6- 9"C . l op��) 1�G�v�c.S Protect. y VerTech Engineering Page. ?v Engineer: /jn A Date: 6z Design of: Foundations Soil Bearing: 1000 psf based upon requirements 1997 UBC Concrete stem wall (Non -retaining): (fc'=2500 psi) wide with (2) #4 continuous at top of wall and #4 at 12" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing,-U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. / YdT S1711 141 Continuous footings: (fc' = 2500 psi) aw 11_0e'iWS Width Thickness Ca I Reinforcing 12 12 1000 (1) #4 cont. 15 12 1250 (1) #4 cont. - V/ OXNote: Bottom of each footing shall be at leasf 18" below finished grade. /2 6A45F-f %� R`�z. tiIt1LE Cvue (-e' 1,2/SCcllI eo v✓/ /*15'6- /7/00 //.' 00 . 47 - j'/2vV/V5-: S7-41WP&-V /,&-7-,+/ L s1*11VI 16 AVOVe s/ /0 0� ���yS Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 . 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571" 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 August 10, 2000 Josh Platt P.O. Box 3779 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1471 Assessor's Parcel Number: 040-630-008 Dear Mr. Platt: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: v(. Please key all details and cross sections to the plans. The details shown on sheet 10 are either not keyed to the plans or are keyed incorrectly. l 2. Show shear wall lengths on the plans. Y Address all openings in shear walls. �)�,_; `• 't ✓4. Provide shear transfer details of interior shear wall connections to the roof diaphragm. '-5. Show location of "drag 2" specified in the structural calculations. If drag loads are to be carried by trusses then provide confirmation from the truss manufacturer that the trusses have been designed accordingly. J 6. The notes regarding header sizes on sheet 11 of the plans contradict each other. Please clarify header sizes and types to be installed. f „!_V 7. Provide detail of balloon stud framing showing the requirements specified in the structural e calculations. J . Provide beam layout sheet and gravity calculations for all beams. 9. Provide porch roof connection detail showing the requirements specified in the structural calculations. 40. Provide footing details on the plans for all footings specified. Plan check will continue upon receipt of the above items and those items listed in the letter from Martha Whitney sent to you on July 28, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Hubley, P.E. er AAAA,e'cch August 21, 2000 Verticaffechnology Engineering �Lanejavcq,C RKMO)MMM Philo Hunt c/o Dept. of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 Response to Plan Check: Item 1: See revised plans by others. Item 2: See revised plans by others. Item 3: Shear walls are designed based on the sections without openings with hold downs placed on either side of openings so as to avoid the necessity of shear transfer around such openings. Item 4: See gable end detail as provided in plans. Item 5: See attached copy of plan showing location of drag 2. Drag is accomplished with blocking and strap. Item 6: See revised plans by others. Item 7: See detail provided on plans as drawn by others. Item 8. See attached calculations. Item 9: See detail provided on plans as drawn by others. Item 10: See details provided on plan as drawn by others. Page 2 D cc No. C 60367 " �* Exo!/34�d *j OF �1%j�p August 21, 2000 I I RMI .... .... ... . .......... DESIGN OF Michael Hubley CIVIL ENGINEER /) 19 A/ 4 1 -, DATE 60' '>j PAGE .—�T) - .A PROJECT Michael Hubley ENGINEER W _ CIVIL ENGINEER DESIGN OFa, Beam Sizer' Design Program VerTech Engineering Project: Platt Lot 8 Date: 8/21/00 Location: Beam 1 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf❑ Round Member Live Load 40 psf [Microlarn Q Horiz.:Member. Deflection Criteria 360 (L/) Fb' 2593 psi Length of Beam 9.5 ft Fv' 285 psi Width tributary to beam: 11 ft Unbraced Length 1 ft Height Required 8.3 in CD 1.00 CF 1.00 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 29 in^3 Ct 1.00 Cfu 1.00 1 Req'd 168 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 49612 le= 2.1 RB= 4.1 Fb"= 2600 Total Uniform Load 550 plf Mmax 6205 ft -Ib Vmax 2613 Ib EI Req'd 318 "10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Platt Lot 8 Date: 8/21/00 Location: Beam 2 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1 6.75 in Dead Load 10 psf ❑ Round Member Live Load 40 psf FGlue Lam 24F -V4 0 Horiz. Member Deflection Criteria 240 (L/) Fb' 2360 psi Length of Beam 18 ft Fv' 165 psi Width tributary to beam: 4.5 ft Unbraced Length 1 ft Height Required 8.4 in CD 1.00 CF 1.00 A Req'd 18 in^2 CM 1.00 Cv 0.98 S Req'd 46 in^3 Ct 1.00 Cfu 1.00 1 Req'd 328 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 173927 le= 2.1 RB= 2.1 Fb"= 2400 Total Uniform Load 225 pif Mmax 9113 ft -Ib Vmax 2025 Ib EI Req'd 590 "10^6 #-in^2 Beam. Sizer Design Program a VerTech Engineering Project: Platt Lot 8 Date: 8/21/00 Location: Beam,3 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 6.75 in Dead Load 10 psf El Member Live Load 40 psf Glue Lam 24F V4 Q Horiz. Member Deflection Criteria 360 (L/) Fb' 2399 psi Length of Beam 8 ft Fv' 165 psi Width tributary to beam: 11 ft Unbraced Length 1 ft Height Required 5.7 in Co 1.00 CF 1.00 A Req'd 20 in^2 CM 1.00 Cv 1.00 S Req'd 22 in^3 Ct 1.00 Cfu 1.00 1 Req'd 106 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= , 253781 le= 2.1 RB= 1.8 Fb*= 2400 Total Uniform Load 550 plf Mmax 4400 ft -Ib Vmax 22001b EI Req'd 190 "10^6 #-in^2 a PROJECT ENGINEER DESIGN OF All-, c° Michael Hubley CIVIL ENGINEER DATE PAGE J , Beam Sizer Design Program VerTech Engineering Project: Platt Lot 8 Date: 8%21/00 Location: Beam 6 • ❑ valley Beam Slope of roof 6 :12 Select Beam y Width 3.5 in Dead Load 15 psf ❑ Round Member Live Load 16 psf Microlam Q Horiz. Member Deflection Criteria 240 (L/) Fb' 3241 psi Length of Beam 16 ft Fv' 356 psi Width tributaryto beam: 3 ft Unbraced Length 1 ft Height Required 6.9 in - CD. 1.25 CF 1.00 A Req'd 3 in^2 CM 1.00 Cv 1.00 S Req'd 12 in^3 Ct . 1.00 Cfu 1.00 1 Req'd 95 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 59860 le= 2.1 RB" 3.7 Fb`= 3250 Total Uniform Load 98 plf Mmax 3146 ft -Ib Vmax 786 lb EI Req'd 181 `10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Platt Lot 8 Date: 8/21/00 Location: Beam 7 Slope of roof- 0 :12 Dead Load 10 psf Live Load 40 psf Deflection Criteria 360 (L/) Length of Beam 13.5 ft Width tributary to beam: 2.5 ft Unbraced Length 1 ft CD 1.00 CF 1.00 'CM 1.00 Cv 1.00 Ct 1.00 Cfu 1.00 1 Cf 1.00 Cr 1.00 CH 1.00 Cc 1.00 CL 0.99 Deflection Fbe= 11352 le= 2.1 RB= 8.6 Fb*= 2600 Total Uniform Load 125 plf Mmax 2848 ft -Ib Vmax 844 Ib EI Req'd 208 *10^6 #-in^2 Select Fb' Fv' Height A S Controlling ❑ valley Beam Beam Width 1.75 in ❑ Round Member Microlam Q Horiz. Member 2563 psi 285 psi Required 9.1 in Req'd 4 in^2 Req'd 13 in^3 Req'd 109 in^4 Design Deflection Beam. -Sizer Design Program VerTech Engineering Project: Platt Lot 8 Date: 8/21/00 Location: Beam 8 ❑ valley Beam Slope of -roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf ❑ Round Member Live Load 40 psf Fmicrolam 1w �✓ Horiz. Member Deflection Criteria 360 (L/) Fb' 2594 psi Length of Beam 8 ft Fv' 285 psi Width tributary to beam: 11 ft Unbraced Length 1 ft Height Required 7.0 in CD 1.00 CF 1.00 A Req'd 12 in^2 CM 1.00 Cv 1.00 S Req'd 20 in^3 Ct 1.00 Cfu 1.00 1 Req'd 100 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 58914 le= 2.1 RB= 3.8 Fb"= 2600 Total Uniform Load 550 plf Mmax 4400 ft -Ib Vmax 2200 Ib EI Req'd 190 *1016 #-in^2 XAAA. r h August 2, 2000 Verticaffechnology Engineering 36WUMChcq,CA95= RL MM SM716 Fax @30) WWM Martha Witney c/o Dept. of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 Response to Plan Check: Item 1: The site in question does not have a built up pad and foundations are to bear in native soils. If engineered fill is required on site then it is to be in conformance to section 3 of notes, page 1 of calculations. Reference pages 19-20 of the calculations for foundation design, and attached calculations for additional foundation design. Item 2: Per others. Item 3: Per others. Item 4: Please see attached calculation for girder truss support. Item 5: See attached letter for review of engineered trusses. Items 6-8: Per others. Item 9: See attached calculations for garage door header/porch header sizes. Item 10-11: Per others. Sincerely, Mike Hubley P.E. 0��TTF0 Department of Development Services ° ° Building Division o�` ' 0 7 County Center Drive o = -:.. o ° t' ° Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX c .. y 0 U N'� July 28, 2000 Josh Platt 11.0. Box 3779 Chico, CA 95927 Parcel Number: 040-630-008 Building Permit Number: 00-1471 This office reviewed building plans for the permit application referenced above. The plaits examiner's comments are listed in Part I below. Please respond in writing to each comment in fart -1 by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must. respond on the PLAN REVIEW RESPONSE FORM. PART -1 Provide additional information and/or make revisions to plans, specifications and calcttlilt i0ns tls Follows: 1. A requirement of the subdivision map requires that a compaction report must be dont tier each lots building pad or your foundation is required to be designed by an engineer. if this site dict not have a building pad constructed by the developer and therefore does not have a compaction report then you will need to have your foundation designed by your engineer of record. 2. Provide location of HVAC equipment. If it is located in the attic please design the tress liar the appropriate loads. If it is located --on the exterior of the building then you will need'to show location and elevated above flood plain . 3. Dimension shown on the right side of plans along wall at master bedroom is incorrectly statccl. It should read 34 feet, 5 inches. Please revise. 4. Engineer of record is to address all truss loads over 5000 pounds. Provide foundation desi"il as calculated and show all supports directly on the plan along expected load path. 5. Engineer of record is to provide a stamped, signed letter that he has reviewed the trusses and lie approves them per his lateral design. 0. Provide all requirements from the code that pertain to stairway construction. 7. Minimum guardrail height is 36 inches, not 32. Please revise. S. Provide a minimum of one section detail through this building showing construction details and required insulation. 9. Provide header sizes including for support of the porch and garage door. 10. Provide all window sizes on the plans. There are windows on the north and south orientations that are in the calculations which are not on the plans. Glass area of the front door must be calculated using the glass area plus a two inch frame around glass area or the entire door opening. Door shown on plan must reflect door used in the calcs. 1 1. Provide manufacturer's specifications for the furnace showing a AFUE of 90 and for the AC with a SEER of 12. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -Il The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $15.00 2. Complete and return the Butte County School Impact Fee Certification form. �. Complete and return your Durham recreation District form. Martha Whitney l Plans Examiner cc:VerticalTechnology Engineering Spread Footing Design Program VerTech Engineering Project: Lot 8 Vanness Allowable Date: 8/2/00 Units: As noted Comments: Column Size B: 3.5 in Ultimate Factor (1.4<?<1.7): 1.55 H: 3.5 in Lt Wt Factor: 1 Soil Bearing: 1 ksf Thickness Concrete Strength: 2.5 ksi As(ult) Yield Strength: 40 ksi Footing Minimum Thickness: 12 in in Notes: Depth is chosen in 6 inch. increments satisfying code minimums. Takeoff includes 10% increase over required values for incremental rebar sizes. Allowable Soil Load Pu Depth Thickness vu/phi Mu As(ult) As (min) Takeoff Footing kis kis in in ksi k -in in^2 in^2 Ib F- 1 1.0 1.6 8 12 0.000 1 0.00 0.26 2 F- 1.5 2.3 3.5 8 12 0.007 5 0.02 0.39 4 F- 2 4.0 6.2 8 12 0.015 14 0.05 0.52 8 F- 2.5 6.3 9.7 8 12 0.026 28 0.10 0.65 12 F- 3 9.0 14.0 8 12 0.040 51 0.18 0.78 17 F- 3.5 12.3 19.0 8 12 0.056 84 0.29 0.91 24 F- 4 16.0 24.8 8 12 0.075 128 0.45 1.04 31 F- 4.5 20.3 31.4 8 12 0.096 185 0.65 1.17 39 F- 5 25.0 38.8 8 12 0.119' 258 0.91 1.30 48 F- 5.5 30.3 46.9 8 12 0.145 347 1.23 1.43 59 F- 6 36.0 55.8 8 12 0.174 455 1.62 1.56 73 F- 6.5 42.3 65.5 4 18 0.075 582 1.17 2.53 123 F- 7 49.0 76.0 El 14 18 0.087 732 1.47 2.72 143 F- 7.5 56.3 87.2 14 18 0.101 906 1.82. 2.92 164 F- 8 64.0 99.2 14 18 0.115 1105 2.23 3.11 186 F- 8.5 72.3 112.0 14 18 0.130 1332 2.69 3.30 210 F- 9 81.0 125.6 14 18 0.147 1587 3.21 3.50 236 F- 9.5 90.3 139.9 14 18 0.164 1873 3.80 3.69 270 F- 10 100.0 155.0 1 14 18 0.182 2191 4.46 3.89 334 Notes: Depth is chosen in 6 inch. increments satisfying code minimums. Takeoff includes 10% increase over required values for incremental rebar sizes. 0-1 PROJECT ENGINEER) iA r DESIGN OF t Cp A -WTVI�A A /* It -9) Michael Hubley CIVIL ENGINEER DATE f?// /70 w PAGE - Beam Sizer Design Program VerTech Engineering Project: Platt Construction, Lot 8 Date: 8/2/00 Location: Garage Door Header Slope of roof Dead Load Live Load Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.25 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 66367 RB= 3.5 Total Uniform Load Mmax Vmax EI Req'd ❑ valley Beam 6 :12 Select Beam Width 3.5 in 16 psf E] Round Member 15 psf Microlam -1 I 0 Horiz. Member 240 (L/) Fb' 3242 psi 16.5 ft Fv' 356 psi 2 f 1 ft Height Required 6.2 in 1.00 A Req'd 2 in^2 1.00 S Req'd 8 in^3 1.00 1 Req'd 70 in^4 1.00 Controlling Design Deflection 1.00 le= 2.1 Fb*= 3250 66 plf 2238 ft -Ib 543 Ib 133 `10^6 #-in^2 August 2, 2000 Verffi=1Techno1ogy Engineering 36WMmuwLanq,Ovcq,C RLM,,s RKMO, Martha Witney c/o Dept. of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 To Whom It May Concern: I have reviewed the Longfellow truss calculations for Lot 8 Vanness residence. The trusses are in conformance to the lateral system for the over-all structure. Sincerely, Mike Huble P.E. y QQ�o�ssra'�i D. c No. C 60367 r �oI CALe�/ VerticalTechno1ogy XAAA r Engineering ����C Fh RLP,s�pW, July 21, 2000 Butte County Building Department To Whom It May Concern: I have reviewed the compaction report by Applied Testing Consultants dated 6/12/00 regarding the vacinity of the removed tree of Lot 8, Durham Greens Subdivision. The test denotes a compaction of 92% which is acceptable. PERFECTION goo 1 Sales, Senke, Installation • Lic. #566654 WAS Lp tj _ALL 6 � !� EGi[� T . ITr+Ctww 46 ' B14& CSF A ht�'FT. FROM THE StDW AND 1ti F i'. FROM THE REAR PROPERTY. LOM A T. FROM THE ROAD CEWERLWE 8HALL 02 R OF.MUCTURE3.AND EQUIPMENT SCOOT A*Fr-AVE OVERHANG - i� ;, C>J, 4 �"�. O,i i. 2. 30 40 so GRAPHIC SCALE ORIGINAL SCALE: V = 30' Assessor's Parcel Number: Size (Acres) Owner Name/ Address / Phone No. F Site Location 5A -+SEs �g o Zoning General Plan Contact: Name IR IICK Phone This Drawing is the property of Perfection Poole. This drawing may NOT be cw icd. re odu or Qo- pulz a ►w PR�QE� phulo9raphed �rithout the expressed written r c consent of Perfection Pools. Customer may purchase dra r 5500.00. Customer initials I POOL GENERAL ' SPECIFICATIONS SPA GENERAL SPECIFICATIONS . SIZE %!`X 0 AREA %ir'�[3 DEPTH?T0 7 SPA TYPE: MDL N DIMENSION: SHAPE " REGIA IJ LINER Qit DEPTH: COLOR TOTALGALLONS POOL CAPACITY rj GALS. SPA JETS TILE ESCROW CLOSE PUMP L7r" F Lp W MOTOR H.P." H.P. HEATER: FILTER +&Ir C-•G4ao. FT. PUMP & MOTOR: AIR SLOWER: VACUUM LINE i SKIMMER 1 Y2" GAS LINEN 1 C!ctjor -ro scALp-• RETURN LINE I 1 " PERMIT OFFICE . MAIN DRAIN f y PLUMBING FOR SPA: ELECTRICAL: CLOCK: SKIMMER MODEL - Z EXCAVATION: BACKWASH LINE -6-0' OF +/i" FILL LINE TO DECKING MISCELLANEOUS: ANTI SIPHON VALVE 14 jrS SOLAR GENERAL VP HEATER SIZE BTU GASLINEBY: VENTED BY: SPECIFICATIONS • LIGHT SA(vl _ _ CLOCKS SO. FT. POOL SO. FT. PANEL ELECTRIC BY:.. tJ�..- PANEL TYPE PANEL SIZE OWNER: NUMBER PANELS PLUMB RUN ELECTRICAL BONDING BY: TO DETERMINE AUTOMATIC MANUAL POOL CLEANER R, 9"er. C M h DATE 7 p M� CHLORINATORTC _ - BOARD -SIZE NA THERMOMETERS BOOSTER PUMP SINGLE ❑ DOUBLE ❑ ELECTRIC BY: ' creBY. _ __ RATE BOARD SUPPORTS tU JOB NO. O LA'w o LADDER -- MODEL MAP BOOK NO. 4' SLIDE N D ca«_ �►M=u, LEGAL DESCRIPTION `.._� GRADING ,�citNDE - DIr�i' S /�3o-©oi STUB PLUMS YES ❑ NO ��- 15SO B2poPA AN IN TO tDECKSY: NOTES ORDINANCE. GATES TO BE SELF SCALE 1/8" - 110" LOT NO. Cv �.2 i"- � TRACT NO To.w, O . o BOOK' PAGE BLOCK 3':5e— Coc_QfL W4CAJ ESCROW CLOSE 2� TENTATIVE DIG DATE 1 C!ctjor -ro scALp-• PERMIT OFFICE . y MGR. VP j i a r ecr o STlrTt11= SALESMAN cc c_ ejameoh PRoposE� chr� _ Se OWNER: TO DETERMINE 9"er. C M h DATE 7 p APPROXIMATE ELEVATION OF creBY. _ __ RATE POOL ON DAY OF EXCAVATION O LA'w o POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ��- ORDINANCE. GATES TO BE SELF NOT TO SCALE CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT DEEP WHEN POOL IS EMPTY ENDSHALLOW POOL OR SPA END UNLESS OTHERWISE SPECIFIED: . v i NAME lElPF �0. POOL IS'.Zl' SHALLOW TO .I DEEP........ ADDRESS 5 A'a h: Ss 1 HAVE RECEIVED A COPY OF THIS PLAN AND HERESY ` 3 RTlO Bvm CO UN, TY APPROVE POOL AND EQUIPMENT LOCATION UILDING DEIVISIC[`4 -' CROSS STREETS APPROVED RES. PHONE 7/1z v /DATE SUS. PHONE 'S iG ERSIGNATURE - 897 EAST 20TH STREET l - PERFE TI N . CHICO, CA 95928 00 (916) 895-0437: PERFECTION UN 6� L Sales, Service, Installation • Lic. #566654 •L //10' i 0 .SNC A tet. I � ray v -- p APPROVED Env[ ntaln Environmental Health �-�► J U L 1: 6 2003 LU Chico, CA ^"J r 10 r 0 '-'• --20 -00 -'-40 _ / GRAPHIC SCALE ORIGINAL SCALE: 1"= 30' Assessor's Parcel Number:©� - ©©� - 000 © Size (Acres) Owner Name /Address/ Phone No. F ,0-r ?qq -g?9,0 Site Location Zoning General Plan i Contact: Name _ IC -K Phone G p yla! TA __._------ POOL GENERAL SPA GENERAL WARNING!!! SPECIFICATIONS SPECIFICATIONS This Drawing is the property of Perfection ftols. ,, « SIZE Ij-fiX Q AREA %ir�7 DEPTH 3TO! ThiS_drawint may NOT be c ied reproduced a 5 Y _�� pr used. SPA TYPE: MDL N PhQlog ohed without the expressed written ko DU{2t+ SHARE REUArJ DIMENSION: consent of Perfection Pools. Customer dra $500.00. �• ' r �ROQE2 LINER may purchase r ; fp v� DEPTH:.. Customer initials yid POOL CAPACITY q GALS. COLOR TOTAL GALLONS 5 PUMP LT SPA JETS TILE MOTOR H.P.' H.P. HEATER: FILTER + r- C,C42osO. FT. PUMP i MOTOR: I VACUUM LINE i SKIMMER � 4`►s AIR SLOWER: RETURN LINE GAS LINE: MAIN DRAIN y(L PLUMBING FOR SPA: t SKIMMER MODEL — Z ELECTRICAL: CLOCK: BACKWASH LINE EXCAVATION: • t.� `i ' OF 1/2" FILL LINE TO DECKING �. ANTI SIPHON VALVE F MISCELLANEOUS: `� 0 O HEATER SIZE ITU SOLAR GENERAL F GASLINEBY: VENTEDBY:' SPECIFICATIONS LIGHT CLOCK E -S SO. FT. POOL SD. FT. PANEL ELECTRIC BY: PANEL TYPE PANEL SIZE ti S �r ELECTRICAL BONDING BY: NUMBER PANELS PLUMB RUN �M POOL CLEANER 1 AUTOMATIC MANUAL CHLORINATOR THERMOMETERS BOOSTER PUMP c y BOARD - SIZE N SINGLE 0 DOUBLE O ELECTRIC BY: � k tBOARD 1 SUPPORTS I�1 JOB No_ LAT NO. TRACT NO. BOOK —PAGE - BLOCK_ ESCROW CLOSE TENTATIVE OIG DATE r PERMIT OFFICE MGR. SALESMAN ccst.=-Iew�C,.fS OWNER: TO DETERMINE TO ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME - EFF l 80fir ADDRESS 5 Aa SS eA 3 CROSS STREETS RES. PHONE 799-3-1gp BUS. PHONE 332— S4i