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Home My WebLink About041-540-00170 Z' . V5zZ T- ell- s(s Pentz Rd. approx. 12 mi. E. of Clark Rd., Paradise —(-CERT.TF-Ir-ATE-OF—COMPLIANCE) 041-540-001 99-11 STAUFFER, Roger 4484 Myvalli Drive, Or elle Contr: New Single Fa /"!!�-� Z�/,GL i „ ':' 04'1=540=001 TEMP. TRAILER USE STAUFFER, Roger 06/04/99 041-540-001, * 9971170 01' % ROGER STAUFFE 7-3 4484 MY:VAL DR qunp Ir A r-F. a AG 't . NOTES RESIDENTIAL 041-540-001 99-1170 `PERMIT NO. _ STAUFFER, Roger 1 4484 Myvalli Drive, Butte Valley Contr:' Owner Shop y i 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY I OFFICE COPY Address 6Te-_- 4 {. Meter By Dat 44 I.. JOB FINALED (Date) Q Signature -z-L-4-7 /F /-I _."e ,l t It 1 t- 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY I OFFICE COPY Address 6Te-_- 4 {. Meter By Dat 44 I.. JOB FINALED (Date) Q Signature -z-L-4-7 /F /-I _."e 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 1/40 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. 2 T cf:� 7 4- - L ^, Date Inspector REV 17/92 /= OK 0 = NOOK - = 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 j MISCELLANEOUS Date DECKS, COVESe, CARPORTS GARAGES (Plans) OK except #'s n 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. Carp rts; Windows -Doors 7 ectr' r ills-Anchors-Studs-Rftrs-Trusses 10-_SjtDq-Nailing-Veneer-Stucco-Mesh t Roof; S thg-Rooting xt.; ps- Doors- Landings fi Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4Date FINAL ( lans) OK except #'s 1. Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) r 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ti 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ht 9. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Light Niche 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j MISCELLANEOUS Date DECKS, COVESe, CARPORTS GARAGES (Plans) OK except #'s n 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. Carp rts; Windows -Doors 7 ectr' r ills-Anchors-Studs-Rftrs-Trusses 10-_SjtDq-Nailing-Veneer-Stucco-Mesh t Roof; S thg-Rooting xt.; ps- Doors- Landings fi Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4Date FINAL ( lans) OK except #'s 1. Setbacks -Easements 4 I a 1 2. Soils; Compaction -Structure Stability r 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 ti 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool L ht 9. 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 4 I a 1 V=OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. S. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.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 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes ❑ No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps-Ancl-ors-Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance ' 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive U Yes ] No/Walks 0 Yes J No/Planters ❑ Yes 'J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i • 7 County Center Drive •' Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev.12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 041-540-001 ZONING BUILDING PERMIT OWNER STAUFFER, ROGER TE5LEP21-6527 SO. FT. OCC. BUILDING VALUATION 21,168.004484 .OWNERS MAILING ADDRESS MYVALLI DRIVE, BUTTE VALLEY, CA 95% CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ 21.168.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 25 BUILDING ADDRESS 4484 MYVALLI DRIVE BUTTE VALLEY Energy Plan Checking Fee ' $ $ PERMIT FEE $ 391.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK y New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other, CF Describe Work: SHOP Qf Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason ' Main Service 200A TO 1000A 46.00NEW CONST. DWELLG OCCUP. OR ADDNS. ( DTLING S. SO 3.5aFT: 41.16 raµAOMULTI. ESIO. OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. pUTLET OR FD(TUREs Ex. Occup.BAL 20 @ 1.00 @ ,50 Ex. Occu . pU Rap 1 E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ , WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall o hwith.compl w'th those provisions. f _ i� 2� X fes' L4AL Date (Q / Signator of Applicant'- ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction`� of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. PE i V TOTAL FEE $ S,Y HAZ. p. FEES IMP FLooD CDP P C HD This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By !�/ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Q /Date 7 1 / Te ReceiptNo. 2 5303 52.41 ✓ WHITE-D.D.S.-B.D. CANARY-ASSE OR PINK -INSPECTOR GOLDENROD -APPLICANT „n"^,1., Y....,--•,rm'i;5� =ii�'7�n”r',F�`�9sr'�:;�1�'li'�ia:ai•e�iA'�'�tis�w ls?*'✓'x li�"y".e`.A'•qtr'p`��"p,��j;4°�.=.�,'+�.W^.-,.-:-'*.+'3T'.!• , ' N ,oC0Vs��.l�Q BUTTE - DEPART T OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 j PERMIT APPLICATION DATA SHEET AIASSES O PARCEL ;: Proposed.Buildin e: B Insp tor-'_ D :�— � , At time of peg t a plica n, I wail advised the folio a a ust be s mitt or to er�m t proses ms g and/or issuance: ` ' t Date Received By j ' ❑ 1. All item ave b n sub 'tted.--------==-- I------------------------------------------------------------------------ '," 02. Plot plans, 3/4 s1ts, signed by the preparer of plans. ------------------------------------------------------------ G's r ❑3. Complete plans, 3/4 -sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. En ' eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans .-------- . ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- t❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------. ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ IJeImpact fees as shown on the attached schedule. ----------------=----------------------- ---------------------- c _ _- ,� q -q-- 2. California Department of Forestry plan approval/fees.-----=�`"!---- =� �0--1-_J----------------------- ❑ . ood elevation certificate. - ----------------------------------------------------------------------------------- / S l 4. Sanitation and plot plan approval(00L6 Health Department ------------------ i. _________________________ ,015. City of Chico._plumbin4permit. --=: ------ -------------------------------- ,-------------=-------------------- ❑ 16. Plot plan and business license approval fr�m the:Clty'ofBiggs------------------------------------------------- 'I 017. Planning approval fo%r (A) Us� (B) Parking: -------------------------- ❑ 18.- Contact Land+development about ❑ hnprovemen6 Q., Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permitfor driveway (construction apptovalzpi or to occupancy). ---------------------------- 020. Pre -inspection fo s"c requited. Request to Building Inspector on 021. Contractor's license lnformation.,(Number, Name Style, Classification) `------------------------------------ ❑ 22. Workers' Compensation carrier and policy number: ---------="= ------------------------------------------ ❑23.Owner-Builder�Verificationr(Giveiito owner ❑, Mailed to owner 0). --------------------------------------- E124. ------------------------------------- ❑24. Leiter of signature authorization. y-------------------=--=-------------------------------------- ---------- 025. Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. --------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- ❑29 0433 A, ❑Grant Deed, 11M.H. Title, ❑ Check to H.C.D $ 370'. Other: At:CX-_r,.„/ I /GP. / ! k 4 vii' 69ZI YvY4 ✓0 I ✓.j r (Date) t When you issue the permit, process as follows ❑ Mail to owner, ❑M/a�il to contractor. ?� El Telephone �` ' 6o � Z_7 and hold for pickup at Q b 0 o ce. ❑ Deliv ,with ins4pector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti n Date: By: ' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ ther: Date: By: 1. Index permit application for the above items numbered: I PC R'flan Check List 2. Additional items required: O&M _ — \ Contractor, designer, owner, was advisd of fhe above required data by ❑ phone,,,, ail, ❑ Building Division counter, by` _ ate: &-I& 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, wn '' of the above uired data b ❑ phone, ❑ mail, ❑ B "lding D' n c ter, by Date: Plans reviewed by: Date: Q •1(8 •9_ Plans approved by:A Date: •i Sets of plans on hol m ❑ Plan Cabinet, 13 A.P. folder. Note transfer by: Date: E.H. USE ONLY Plot Flan Artach�ad Floor Plan AttaFned Sent "a S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance qLlw M A&(—) C// —5-q—,�nq yv Owner Location AP# Plan Approved for: Sewage DisposaL Water Supply: Public Privat Wel,",-� Clearance for dwelling. Other w"SI-60,2, CA _C? L_j ) 12 7)�sj Hold final for: Final clearance OX -for: NOTE: Environmental Health Specialist 8/96 kf Date' Vt. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signati Please complete and return this information at your earliest opportunity to avoid unnecessary de �Y in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide ;thajor labor and materials for construction of the proposedproperty improvement: YES NO 2. I HAVE 19 —SAVE NOT 13 signed an application for a building permit for the proposed w6k, 3. I have contracted with the following person (firm) to provide the proposed construction:.: NYAI�'1�` ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this 'wor but I have hired the followin � _ g Person to' coot+dzaate,; . supervise, and provide the major work: T...:. NAME: ADDRESS: CI1 Y: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: — NOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 of the California Health and Safety Code. This verification must be completed Md returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible parry ofjecord on such a permit.. Building permits are not required to be signed by property owners unless they are personally perforniing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you.should . be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you -are subject to several obligations.including state and.federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions:; . ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under'limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" bn the reverse side of this form so that we can confirm that you . are aware of these matters. The building permit will not be issued until the verification is returned. 41rely, C. Vi iia, CB.O. , Building Inspection NOTE: This Owner-Builder,Injormation is required by Section 19830 of the California Health and Safety Coda OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oioville, California 95965 • Telephone (530) 538-7541 ERMIT o. (Rev. 12'/96) APPLICATION AND PERMIT LI-Ij��j ~sasoRPAReaTiuMeew I— �, /— xomm BUILDING PERMIT OWWA� '=SMO"s SO. FT. OCC. BUILDING VALUATION Z COWPAMWIII O01rTRUCTTo" rrsoEl+ uW111" MAIlNO ADDRESS ARgHrtECT OR ENOINIMI AACWMCT OR o#MMRs mt.04 ADDAns MULDMAMMS WT 010. 1 sueo"C" Mm T/1E I Total Valuation is Flinn Fee S 20.00 Permit Fee Plan Checkina Fee 5 A Energy Plan Checking Fee t i PERMIT FEE i 7 PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat pump water heater SFplex O Mobilehome O Other Water piping svecry TYPE OF WORK Each cas water heater or vent Gas tem 1 _ S outlets O Addition O Remodel O Ulirrties O hstelapiping O Other O� Building sewer Describe Work: Mobile Home IsLqwl PERMIT FEE t ELECTRICAL PERMIT Main Service zooA OORR Main Service 2004 TO IOWA ►aw cOw . P-ML'p occu OR AOONS. a A .... 1 i Ung' Fee 20 7.00 23.00 15.00 15.00 E 00 @20.00 Feel 20.00 23.00 .50 f 1111011 tx. Uccu . OUTLET OR nmURD; ''"" eAl .SO APPt/d. OR Ex. Occup. 5.00 ovntrs aro. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 I- PERMIT FEE I t (n /i/16 1 I MECHANICAL PERMIT I Fling Feel 20.001 I Hood I 1 6.501 1 PERMIT FEt: ! Mobile Home Installation Fee $ Energy Inspection Fee IE occ "'" TOTAL FEE $ c HAZ 10. FEE31 WP I AMO I COF I PARCEL I PO 1 rO 1 6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. V- 2-G BY Date ReceiptNo._ PERMIT EXPIRES ON WHITE•O.D.S.-6.0. ena o........coecrnO .a n. n ne%n.APPI IC'A T t' Ik June,.4,1999 Roger & Vicky Stauffer 1089 Patrick St. Upland, CA 91784 :.:....� t coaft, L A N D O F NATURAL WEALTH AND B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7601 FAX: (916) 538-7785 Re; Temporary Trailer During Construction Permit for AP# 041-540-001, Parcel located on Myvalli Dr., Oroville. Dear Mr. Johnson, Your request for a temporary use of a travel trailer during the construction of the home located at the above referenced parcel number on property zoned SR -5 (Suburban Residential, 5 ac. min.) has been approved pursuant to Butte County Code Section 24-300, subject to the following conditions: 1. That the occupant has secured a building permit for a residence; 2. Sewage / waste water from the self-contained travel trailer must be disposed of at an approved dump station; 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned; 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Development Services, Building Division; 6. Applicant shall.comply with all other applicable State and local statutes, ordinances, and regulations. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday, at 530-538-7601. Very truly yours, Thomas A. Parilo Director of Development Services Larry Painter Planning Technician cc: Building Division, Department of Development Services APPLICATION FOR SPECIAL USE PERMIT FOR TEMPORARY TRAII,ER Assessor's Parcel Number for Site Street Address of Site Applicant's Name Applicant's Applicant's Telephone gyglyy,�� yap, ber 5-o2 '7 L-cci-e40t Building Permit Receipt Number . �1 4- (Show copy of permit signed and issued) Date Sewage Disposal Permit Issued (Show.copy of permit signed and issued) U =114 I certify that the above information is correct and that I have read Butte County Code Section 24-300 on the reverse side of this application. Applicant's Signature TO BE FILLED IN BY PLANNING DIVISION Date Application Received 5 (2-� Icl eve - Zoning Verified by 'S (2-- S Permits Reviewed by GAS Date Letter Sent File: "Mobile Home Permits - Temporary" with copy of Letter KAFonnAmilorlm Chapter 24 of the Butte coun1y Code 1. Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administration Permit; provided, however, the Planning Manager may extend such Use Permit for one six(6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant'has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing anal the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits -from-the Butte :: County Building Division and Environmental Health Division for the travel trailer installation. A BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET - P. 0. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 Date Issued _�d x j EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to p C d- 10 � q /0A � LA w, T To construct a sewage disposal system for: Located at: t-1 A. P. # L%� —6) SEWAGE SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK LEACHING FIELD Liquid capacity: gallons Total length: 6 aA feet Material . Gi',(/y �—e Trench width: Z-) inches Minimum No. of lines: Rock under pipe Ln inches Special conditions: '� rQ-L-,/Z/Oy" )��'0) n A N :/ U) � � S , b h1 ) Q Iq L- )'1 ,3n ('I:-446t_i r_ a/ H; Lt .i 5 iia-) lbr-n) oA /vv _Sujn' Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ yG� ' ; Penalty Fee $ Additional Fee $ Receipt No. 'P5& q'Q1-4- S31 - 278R (Rev. 6/94) ; TOTAL FEE $ Issued By: e�AaA" ENVIRONMENTAL HEALTH SPECIALIST aA/7Ei2io2 OF muh'J DE Gvi¢// tv i !(NC i 8E .fi1-cATF-A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # oy/-s15�o-oo/ ??- // 70 OWNER: RoGE2 Sn4cuf FF -2 PHONE: S.2/— 6S2 7 MAIL ADDRESS: L�crlBc� A y I/'4L.L..Z 0,exilE- 46u ?S76 S SITE ADDRESS: 411,/ $5 y I/ az bleTyE �u.rtE VAI—LEY PROPOSED USE: .S fvleE Li¢cUN 41V,6 GixbR ✓ T" /- S lU0,eZ 1181'1 6vx' /v (A)",bGuo 2/6xN 6 01) /y1 F-.r4L Gu 0"r-*vC 79-o e y . 02. s'oa//u rv2 L�vE�Tb D0 pr `le— U)O. ' 'PAeF 'ORM AlAwrewll lvc-- ex/azc CA," CAX PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: X 2. Is the structure already buil, under construction, or under notice of code violation? Yes: No: 7L 3. Will items produced in this building be offered for sale? Yes: No: 1C 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: X 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 5( 7. Will this building be occupied at any time as an eating area? Yes: No: K 8. Will this building be occupied at any time as a cooking area? Yes: No: K 9. Will this building be occupied at any time as a living area? Yes: No: V— SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: X 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: k 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: No: 17. Will this building have a sink? Yes: No: C 18. Will this building have a water heater? Yes: No: yC 19. What type of floor covering will the building have? $AEE CEMJEAJE T k�T all °F a9QS. 20. What type of wall covering will the building have? //44E E J#41(E L/tPPEp S.� flrN Geo �/N E2�2 Gv�9!!J To AvI- 3 " (/k►�,) JOLY 1.v00p SNE47#�tACt, aA/7Ei2io2 OF muh'J DE Gvi¢// tv i !(NC i 8E .fi1-cATF-A ADDITIONAL INFORMATION: 1 ' I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SI NATURE ATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: AND WHEN RECORDED NIAIL TO: u , BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CONY of Document Recorded 21 -Jun -1999 1999-0026921 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: .j /�ot� r � _rj: ; D ; SrAwN ^N -rMJ1- CEO_r*ZAt /AP -VEL 111413 ()ECCXJ, ^ X116 GC,=,LC.t 09 Tlfc ��Ecor_QEv p- r/�z �cuNiy. �F auTTE Snv-r.E OF Cvlf LSCt OA; ,,/�/V�crf2y �s / �'7 j7X/ bye 37 Or /�7��i�_ l% 19Nb /nC/�E OF-SCIZ r6F,) /1S ,4" 1LTj1F1iS7-> e o r � L C.U/ 1u fi „ •:Zs �) LOT -2 ,?w J) ";unJn•'.«=ti(� i lJtK!UC'E s,; u T/f G /}LCNC' T14E ,E! a'r- L.ouE d J s,4zo e 1 ��; Tr �vc� �r3 >>.- I1;' l=E>: iJ A PC'=/V , LU -TIF CEN i�2LL/VE CF /T kc, cc Foo-, ",)VAU � EJ'Cl�t:' `� r"toAi� TNE/i.C� 4 -;111;6 S/.?tG �Fiv'iE/ZLL/UE Niol�'rH �`r BGG, cy' �, i "/. 3/ EE~' 11fACE /U,7/ -)T/;' (JL) I 0rJ '2 WC5'i7 %r piSrUi :-N %/AE /Moll %11 L.:,v El- ,S4 [) ._i; - r"J' /UCS %v t'/�%r-' 3 v9 � 3.5 E/,1S',- -,--o 'rHE jOcsiv'r D r B G LNIir N / Cl. � ' acG Date .,j PROPERTY OWNERS: State of California ) County of Z`� -T E- ) On `4 G Z1, VAI I' t before me, personally appeared S-rA.0 c fO i kneNm to me (er 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 /they executed the same in hio0mr/their authorized capacity(ies), and that by hioAher/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Q01 W.J. LAMBERT III Signature C� Seal: M COMM. 11109367 (r NOTARY PUBILC-CALIFORNIA N Q COUNTY OF BUTTE A.P. # y H ! ' S 4 0 Comm. Expkes Sept. 20, 2000 Roger Stauffer 4484 Myvalli Dr. Oroville, Ca. 95965 Assessor Parcel Number: 041-540-001 Building Permit Number: 99-1170 , �3uiie CO. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the. re -check and approval of this project. Please be sure.to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Apply for utilities permit for temporary travel trailer per your temporary trailer permit. No additional permits will be issued until utility permit is issued. 2. Plans do not adequately reflect the bracing methods to be used on this building. Location, method of bracing and attachment of the bracing must be shown on the plans. Interior bracing is to be provided not more than 34 feet on center. Your foundation plan is to reflect slab requirements for the interior braced walls and show location of all holdowns. Holddowns are to be identified by type: Move window that interfers with 4 foot braced wall panel or provide alternate in this location. Provide foundation detail showing footings and 'required steel. Provide nail size and type and spacing for bracing method chosen. See section 2326.11.3 and .4 UBC. 3. Fill out detached accessory building form and return to building department. 4. Plans can be picked up in the Oroville office for revisions. Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you'may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE OWNERS STAUFFER, ROGER NAME PRINT LAST NAME FIRST ADDRESS/ LOCATION: 4484 MYVALLI DRIVE, OROVILLE Building Permit No. 99-1141 A.P. 041-540-001 NUMBER COUNTY ZONING DESIGNATION: �FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP " DEED INFORMATION: q /O. 90 Iqc DATE OF CREATION: DEED REFERENCE: �7 ZJ Ole,33 3 LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: LEGAL ACCESS REQUIRED: YES NO YES NO -/ZfCOMMENTS/CONDITIONS: VAS 20-05Z vRS 04/ (n/117-1 MAP INFORMATION: 1S/o - I o T � 15 36 t+c- DAT.F OF. RECORDING: LOT_ BOOK S 7 PAGE 70 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire i epartment. r 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. , —8. Conned to a public water supply. _ 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications,`serves the parcel. — 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. - — 26. 1 � `" - "Ala J.N3, idW.,, _A3G 3iJtn 310b in utwoo 6661 Z 0 N n r 1010034 LD 6/98 FORMS\BLDG PERMIT CLEARANCE f aY' COMPLETE THIS INFORMATION: Recording Requested by: J2-0CF-2 FF F -/L JylyV�4LLz pR �� We o S AND WHEN RECORDED MAIL TO: t8C41t1- C*u►VT7 SUTLDTA4 Dr V--,PT-0,4,1 7 02o vZ«F— S III IIII II II IIII i III III II II II Illi it 1 999-002692 1 Recorded I REC FEE 10.00 Official Records I CONFORM .00 County Of I PENALTY 6.00 CANDACE J. GRUBBS I Recorder I ROSE14ARY DICKSON I Assistant I Fay 03:12PM 21 -Jun -1999 I Page 1 of 2 THIS SPACE FOR RECORDERS USE ONLY 14rt2,ro-Ai-ruvfiL .3rt4mmrNr oJc 4-eleA)0wLgpGF-mcnJT"' Foie Document Title(s) THIS PAGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional Recording Fee Applies) a + SAND WREN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 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: 4 40,e.rt0n/ mF 10r a�¢s SMowN ON "tAW*r CER-r*xv &R-cEL MAP oeECOROED 1N T7 -61F– OFFttCE OF 7,fe .2E�0/P4E•P 0c t/qE, C.auAiry OF SUITE STIrF OF CnLxr-o11Lur,4 oN �74vu4Ay -Is. l97// ,TN ,$aoK 37 0� ,d4GF_(sj 70, AND ino12E OFSCR-r6)EO /3S f--041-VW 'f ' sEC,zNN�NC i9r y -#E A/01L711F ,1,rr C4oRNE2 OF SAx!) Lo r 2 4N13 2uNN 7-ajF/UCE Sou ry O DEG. OO' / p " cASr ALOnNC7 THE f -4f r L.PVE OF SAS0� Lo r i9 Orr7-4NCF- OF /3 9S 70 FEE r TO 14 PO:v-r- Zn1 r/4 C EN7-E2LxNE ©F fit (o, oo Foor jeo4p 9&fERV)4rroN; TNEruc,: 4LovC7 S/#b C1t/7-E2Lz VE NoP-rH g? OF -CF, 59 / 3-p" GVIES7- 341/. 3/ FF -6r 7'/1Fn1c,E NoaeT-9 p 06C O O / 0 w E s *' 7a !4 P o�vr Xal 7-#E A/o/LT/f L-TN� m F S,4� p Lo r 2' */,�,�NC,� No N g� 09 3 S FAST TO 7WE ParN-r O F 6 F G s�vN= V C7 i Date JZU1/E (meq % PROP TY OWNERS: l� Co r Ae 2 ,C� f T�4uFe a7�4— VPr �c�� State of California County of 3u + T C On sy °r B ZI ( %Ct `1 `i before me, V1 . A. I.AMtSL' -r14 , ?U-1SL%r personally appeared 'i a&Cf, icLIMI S-rA\1rFeYL Arb V%c r, M &P,1L. STAyr-,=M lmmm to me * proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Mare subscribed to the within instrument and acknowledged to me that hakdwAhey executed the same in bi@Aw/their authorized capacity(ies), and that by hi@Abw/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature W O. LAMBERT III g Seal: � � t� QaMM. t 1109367 � NOTARY PUBILC-CIWFORNIA N Q N "TV ne BUTTE { - 5 4 C� L; 0 - v o 1 d m, Expke! Sept. 20, A.P. # 2000 d V Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County. Building Department for compliance. [4] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards (�l 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,00.0 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have'a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If .required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [� 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o:f .3., CDF SAFE REQUIREMEN/\TSS ( L / (n/FIRE AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County. Building Department for compliance. [4] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards (�l 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,00.0 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have'a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If .required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [� 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o:f .3., :i. a / -- S`4- —D / 4 1—/!. 7 0 �77d-K- GEIL �G2� AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�C] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�(] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [x] 1. All parQels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels -less than 1 acre, local jurisdiction .shall provide for the same practical effect.. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 - S -t -r -o / -20 07m--kFPC--E-k-'4 4eaz!�,� AP # PERMIT # NAME Other Recruirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any.3 of the following: - Metal or no doors on side toward property line with-insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 jA CDF FIRE SAFE REQUIREMENTS 91-11 46 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections- will be made. by the Butte County. Building- Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, -annual maintenance must be provide for by the land owner. Driveway Standards (� 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,00.0 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have' 'a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves'in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�) 1273.05 Turnarounds. If -required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 J feet long with a minimum 25 foot taper on each end. [J 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3.-. AP # PERMIT # N [ 1273.10 Turnouts. Driveways exceeding 150 feet in' length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�Q 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least .two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ['7 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification .1276.01 Setback for Structure Defensible Space. [J(7 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ 2. For parcels -less than 1 acre, local jurisdiction .shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # N Other Recuir ments ] If Building Setback is 15 to 30 Feet: - Class A or B roof Enclosed eaves [ ] If Buildinci Setback is •Less Than 15 Feet Choose any.3 of the following: - Metal or no doors on aide toward property line with-insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10t of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials -17 Date Signature Page 3 of 3 r - 4E:9 p 2-z- vv ,�r t'/C'.A /C A-- C. 14/ �— I- 3 3o E E sM r, Ao Fr. P -P. Efµa: ALL STRUCMIRES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A �t T BACK OF 3 0 F!� E RO;vl THE SIDE AND Ft: OM T HE PEAR PROPERTY LINES AND ., T. F?= dim "rHE ROAD CENTERLINE SHALE. Ba CLEAR OF S $Er A'0 EQUIPNtEuT F>CCjZPT '=OR A 2 FT. EAVE OVEHHANG. CALIF. Elr .... ...•, • . I, 4-1c 40 f. - iez: vE � r 01 � 1000, 100, 3o F r. tu . 6, SM r. L wr coy 4,pR • e *r—A/! 0 7' 1 - 1 V 4 - 3o Fr. 00. 6'.r#4&cr. ALL STRUMIRES AND EQUIPMENT INCLUDING OVERHANGS SH -TALL BE CLEAR OF ALL EASEMENTS. A .�`CT SACK OF 3 0 Ff. F RrQrvi THE SIDE AND . . . r-rom THE RFAR P-R-10i"ERTY LINE63 AND THE ROAD CENTERLi.mE SHALL EW - PIP CILEAR OF STR' 4;' S AND EQUIPMENI COR A 2 FT. EAVE OVERHANG. R77VTVVED BY T. )RESTRY 11 -d- L '71 XS� 34//. 3 I 3o F r. R.D_ E sM r. D Qt �E I . V IC' jo Fr. P -1i. E'SMT ALL STRUMIRE-S, AND EQUIPMENT INCLUDING OVERiAMOG G Si';sh!LL BE CLEAR OF ALL EASEMENTS. A qr-T BACK CF 30 FI'. FROM THE SIDE AND FE?OM HE REAR PROPERTY LINES AND S�Ff. FROM THE PAD CENTERLINE SHALL 6- o CULAR OF STR !C UI ZE S A'ND EQUIPMENT EXCePT '=OR A 2 FT. EAVE OVERHANG. - D BY _ L i)17i._. � L. ,j TRY 3S • O T toAvic t .�.. "sem• � .. � .. .. .. .. .... .... .. .. ... .. �� 1 �!v'-.'• p y.•; M"cif l� .. �� ..,•.,i'C;�.e. F.. r�;,l ,..C?I`li:uiTfii(iS No CDF FIRE SAFE REQUIREMENTS AP# PERMIT #[ NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections -will be made by the Butte County. Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards V) 1273.02 Surface. All driveway surfaces and 1273.07 culverts and other a ,rteant structures which supple- ment �- :z ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,00.0 pounds. [�1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�J 1. No roadway shall have'a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�) 1273.05 Turnarounds. If -required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. J [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3.. -o , &3q -117a 57 79 s �k AP # PERMIT # N 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint'of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�q 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [iC) 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ) 2. For parcels -less than 1 acre, local jurisdiction .shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f__-ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Renu rements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ) If Building Setback is Less Than 15 Feet Choose any -3 of the following: - Metal or no doors on side toward property line with-insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed -10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. OWNER A.P. NAME ��%� FF �� %Z . /� 4 /� NUMBER �/ " �� _ O O PRINT LAST NAME FIRST ADDRESS / LOCATION: y V 14 .1 D (" COUNTY ZONING _ DESIGNATION: FLOOD MAP: A FLOOD ZONE: % APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL 1 PARCEL CREATION BY DEEDS V OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO \I\j pr5 41 - i 2 - S MAP INFORMATION: c 0Z t� 0,1-r at". S DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW. A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BERND TO THE BUILDING D WS/ON UNLESS OTNERWISENOTED. _ 1. Maintain a 50 ft building setback from centerline of road. —2. Maintain a R building setback from right-of-way/centedine —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. —5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department 47. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. RECEIVED _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone ne8Mf be4Y)TTE � OPMENT DIV. —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 355 010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. A 22. 23. 24'. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE COUNTY OF BUTTE DEPAR'1I'IIENT OF PUBLIC ''iORKS 7 County Center. Drive Oroville, CA 95965 534-4266 January 17, 1977 Re: AP 41-12-52 David D. & D. V. Olson 369 valley View Drive Paradise, CA 95969 Enclosed please find a copy of the Certificate of Compliance issued by the Butte County Board of Suoeinzisors , which.was recorded on January 4, 1977 , in Book 2133 , Page 212 , in 'the Office of the Butte County Recorder. Should you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works McLaren Parker. Assistant Director NIP/db Enc. 111 1?ETUR:17- TO: Planning pent. CERTIFICATE OF COMPLIANCE Issued to- David D. & D. V. Olson 369 Valley V----n-i Driv= Parad-s�, CA )5,969 This Certificate of Compliance is- hereby issued by the Courity CF Butte.to certify that the land division which created. the parcel of p.roperty identified below complies -with applicable -nrovisions of the Subdivision Map Act and of Chapter. 2.0 of the Butte County Code. 1. Property - location:. scut -.11 s i de f Pentz Pe., app Yoe:.. M iles east � C - f Clark Pd.,, 2'. Assessor's Parcel Number:. 41-12-52 Description: All that certain. property located ' in the County. of Butte, State of California, moreDarticular-1v described as follows: A portio: f Lot 2, as shown on that. certain Record of Survev -ma- of a n nd -IDB V .1c! Map was port -oz of Sect.. -ons 26 a; - 35, T21N, R3Z, recorded the off _-ce 'of the. Recorder of 'the County of Butte on January 25, 1971.- _n Book 37 of Maps, at page 7.0, and more particularly described as follcyas,: Bg.nn= ng at the corner- of Said Lo t - 2 and Dunn_^g the S 00 00 1011 ',, along the E line of said Lot, a distance of 1395.70 ft. to ca J- Zn th:e cent-erl-'ne of a-60.00 foot road reserva-ion ; thence aloncr ceite-r1i.re ,4 890 50' 30" W 341.31 ft-; Bence N 00-001 10", T" to a. no.nt- d Lot t 2; t h Q of N- llne of sa- Lice -',1 09- 09 1 35" E to the, po =ginning. -7 Issuance,of this c-3rtificate is conditional upon the follow- Inq conditions which have been imposedpursuantto Butte County Code Chapter 20-48 and. Gov-rnm-nt Cod,*, S-.ction 66499.35 (b), to protect the public health .and public safety. ill'OLNE W 0 C=) ro County of*.Bu -te U Eoard of SungrvisOrs By r ' Av_r4E_1) t o Show upkie&TF sid g F0 v v Q r9TcLp A/ 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Stauffer Residence Date........ 08/16/99 Project Address........ A.P. Number 41-54-1 ******* Butte County, California *v4.50* -//� Documentation Author... Donna Wallace ******* B g Per Wallace Energy Consulting q75 399 East 9th Avenue Plan C ecc Da e Chico, CA 95926 916-893-4982 Field Check/ Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer 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.... 2020 sf Single Family Detached New Front Facing 173 deg (S) 1 1 Slab On Grade -- 20.1 % of floor area 0.58 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments Wall Wood R-21 R-0 R-21 0.059 Typical, Garage Door n/a R-0 R-n/a R-0 0.330 Garage Roof Wood R-11 R-27 R-38 0.025 Typical S1abEdge n/a R-0 R-n/a R-0 0.720 Cvr. to O.S. S1abEdge n/a R-0 R-n/a R-0 0.900 Exp. to O.S. S1abEdge n/a R-0 R-n/a R-0 0.500 Cvr. to Garage S1abEdge n/a R-0 R-n/a R-0 0.550 Exp. to Garage FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (S) 14.0 0.570 2 Drapes.Std None Yes Wood Door Front (S) 21.0 0.550 2 Drapes.Std None Yes Glz<50% Window Front (SE) 54.0 0.600 2 Drapes.Std None Yes Vinyl Window Left (SW) 40.0 0.570 2 Drapes.Std None Yes Vinyl Window Back (NW) 65.0 0.570 2 Drapes.Std None Yes Vinyl Window Back (NW) 30.0 0.600 2 Drapes.Std None Yes Vinyl Door Back (NW) 34.5 0.550 2 Drapes.Std None Yes Metal Window Back (N) 69.0 0.600 2 Drapes.Std None Yes Vinyl Window Left (W) 15.0 0.570 2 Drapes.Std None Yes Vinyl Window Back (N) 15.0 0.570 2 Drapes.Std None Yes Vinyl Window Front (S) 48.0 0.600 2 Drapes.Std None Yes Vinyl JUTTE COM i QIILDING DEPAMVEW oLkPPROVEn CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Stauffer Residence Date........ 08/16/99 MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade No 1341 3.5 Typical S1abOnGrade Yes 679 3.5 See Remarks Minimum Equipment Type Efficiency Furnace ACSplit 0.800 AFUE 10.00 SEER HVAC SYSTEMS Duct Location Attic Attic WATER HEATING SYSTEMS Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback Number Tank External in Energy Size Insulation Tank Type Heater Type 'Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS CEC default U -values were used for all fenestration. The following rooms have Pergo, tile, or vinyl flooring: Foyer, Kitchen area, Office, Hall, Master Bath, Bath, and Utility. TTE COUNT o.�PROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Stauffer Residence Date........ 08/16/99 MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Roger Stauffer Company. Address. Phone... 530 521-6527 License. Signed.. E// 7 % (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. a e DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Wallace Energy Consulting Address. 399 East 9th Avenue Chico, CA 95926 Phone... 916-893-4982 Signed.. 0//&/q'7 a e LTTE cofNI f 1ILIDING DEPARTME MANDATORY MEASURES CHECKLIST: kESIDENTIAL MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(x): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-21 framed walls (does not apply to exterior mass walls). N/A 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. N/A 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 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. Manufactured fenestration products have label with certified U -value and By Owner infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): 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 Owner 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 Owner 150(h): Heating and/or cooling toads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Owner 150(j): Pipe and Tank Insulation 1. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. By Owner 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55 degrees Fahrenheit insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. By Owner 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. N/A b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr.) Propane.- N/A b kr G=Illn Lighting Measures 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. iS, '—.Pif', D=PA�,-�77�� By,Owner w �`�1''EN M r Residential Compliance Form %`* r � X Mar A ch %/1996 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Stauffer Residence Date........ 08/16/99 P A t Add A P N b 41-5- 46 46 46 .6 .6 .16 & A.ess A. %J ........ . . um er 4 1 ***46 Butte County, California *v4.50* Documentation Author... Donna Wallace 4646***** Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check a e Chico, CA 95926 916-893-4982 Field Check/ a e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence MICROPAS4 ENERGY USE SUMMARY Number of Building Zones... Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.85 13.52 1.33 Space Cooling.......... 11.43 11.47 -0.04 Water Heating.......... 11.78 11.78 0.00 Total 38.06 36.77 1.29 4646* Building complies with Computer Performance 4646* GENERAL INFORMATION Conditioned Floor Area..... 2020 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 173 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 18180 cf Footprint Area ............. 2020 sf Ground Floor Area.......... 2020 sf Slab -On -Grade Area......... 2020 sf Glazing Percentage......... 20.1 % of floor area Average Glazing U -value.... 0.58 Btu/hr-sf-F Average Ceiling Height..... 9 ft TTE COUNT l MING DEPAR-MM' COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Stauffer Residence Date........ 08/16/99 MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence BUILDING ZONE INFORMATION Floor Area Volume Zone Type (sf) (cf) HOUSE Residence 2020 18180 # of Dwell Cond- Thermostat Units itioned Type 1.00 Yes Setback OPAQUE SURFACES Vent Special Height Vent Area (ft) (sf) 2.0 n/a Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 28 0.059 21 173, 90 Yes W.21.2X6.16 Typical 2 Wall 39 0.059 21 105 90 Yes W.21.2X6.16 3 Wall 169 0.059 21 150 90 No W.21.2X6.16 4 Wall 194 0.059 21 240 90 Yes W.21.2X6.16 5 Wall 244 0.059 21 330 90 Yes W.21.2X6.16 6 Wall 128 0.059 21 15 90 Yes W.21.2X6.16 7 Wall 35 0.059 21 285 90 Yes W.21.2X6.16 8 Wall 186 0.059 21 15 90 Yes W.21.2X6.16 9 Wall 203 0.059 21 105 90 No W.21.2X6.16 Garage 10 Door 18 0.330 0 105 90 No None Garage it Wall 68 0.059 21 105 90 Yes W.21.2X6.16 12 Wall 202 0.059 21 195 90 Yes W.21.2X6.16 13 Wall 39 0.059 21 240 90 Yes W.21.2X6.16 14 Roof 2020 0.025 38 n/a 0 Yes R.38.2X4.24 Typical PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 15 SlabEdge 153 0.720 R-0 No Cvr. to O.S. 16 SlabEdge 40 0.900 R-0 No Exp. to O.S. 17 SlabEdge 17 0.500 R-0 No Cvr. to Garage 18 SlabEdge 7 0.550 R-0 No Exp. to Garage FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 7.0 2 Wood Fixed 0.570 173 90 0.88 0.78 Drapes.Std 2 Door 21.0 2 Glz<50% Hinged 0.550 173 90 0.88 0.78 Drapes.Std 3 Window 7.0 2 Wood Fixed 0.570 173 90 0.88 0.78 Drapes.Std 4 Window 24.0 2 Vinyl Slider 0.600 150 90 0.88 0.78J-07rap"es:�,S� 5 Window 30.0 2 Vinyl Slider 0.600 150 90 0.88 0.78 Drapes.Std 6 Window 30.0 2 Vinyl Fixed 0.570 240 90 0.88 0�.78+,Drapes,.St0lM , 7 Window 10.0 2 Vinyl Fixed 0.570 240 90 0.88 0:"78 Drapes.Stci �p �� COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Stauffer Residence Date........ 08/16/99 MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence FENESTRATION SURFACES 0 s ~TE COUN i I ""PROVED # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 8 Window 30.0 2 Vinyl Fixed 0.570 330 90 0.88 0.78 Drapes.Std 9 Window 30.0 2 Vinyl Slider 0.600 330 90 0.88 0.78 Drapes.Std 10 Door 17.8 2 Metal Hinged 0.550 330 90 0.88 0.78 Drapes.Std -11 Window 15.0 2 Vinyl Fixed 0.570 330 90 0.88 0.78 Drapes.Std 12 Door 16.7 2 Metal Hinged 0.550 330 90 0.88 0.78 Drapes.Std 13 Window 20.0 2 Vinyl Fixed 0.570 330 90 0.88 0.78 Drapes.Std 14 Window 30.0 2 Vinyl Slider 0.600 15 90 0.88 0.78 Drapes.Std 15 Window 15.0 2 Vinyl Fixed 0.570 285 90 0.88 0.78 Drapes.Std 16 Window 15.0 2 Vinyl Fixed 0.570 15 90 0.88 0.78 Drapes.Std 17 Window 30.0 2 Vinyl Slider 0.600 15 90 0.88 0.78 Drapes.Std 18 Window 9.0 2 Vinyl Slider 0.600 15 90 0.88 0.78 Drapes.Std 19 Window 9.0 2 Vinyl Slider 0.600 195 90 0.88 0.78 Drapes.Std 20 Window 9.0 2 Vinyl Slider 0.600 195 90 0.88 0.78 Drapes.Std 21 Window 30.0 2 Vinyl Slider 0.600 195 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 7.0 7.0 n/a 4.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 21.0 3.3 n/a 4.0 1.6 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 7.0 7.0 n/a 4.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 4.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 10.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 17.8 6.7 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 16.7 6.7 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 9.0 3.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 9.0 3:0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 9.0 3.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 30.0 5.0 n/a 1.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 0 s ~TE COUN i I ""PROVED COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Stauffer Residence Date........ 08/16/99 MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence Mass Type HOUSE 1 S1abOnGrade 2 S1abOnGrade Area Thick (sf) (in) THERMAL MASS Heat Conduct- Surface Cap ivity R -value 1341 3.5 28.0 0.98 679 3.5 28.0 0.98 Location/Comments R-2.0 Typical R-0.0 See Remarks HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace 0.800 AFUE Attic ACSplit 10.00 SEER Attic WATER HEATING SYSTEMS Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS CEC default U -values were used for all fenestration. The following rooms have Pergo, tile, or vinyl flooring: Foyer, Kitchen area, Office, Hall, Master Bath, Bath, and Utility. External Insulation R -value I TTE col V -G DEPARRAF a-, HVAC SIZING Page 1 HVAC Project Title.......... Stauffer Residence Date........ 08/16/99 Pr t 13.4******* ojec A ress........ A.P. Number 41-54-1 Butte County, California *v4.50* Documentation Author... Donna Wallace ******* Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check Da e Chico, CA 95926 916-893-4982 Fie C ec Da e Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-STAUFFR2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User -Wallace Energy Consulting Run -Stauffer Residence GENERAL INFORMATION Floor Area ................. 2020 sf Volume.. ............ 18180 cf Front Orientation.......... Front Facing Sizing Location............ CHICO EXP STA Latitude.... ........... 39.7 degrees Winter Outside Design ...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range...... ..... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating (Btuh) Opaque Conduction and Solar...... 13123 Glazing Conduction ............... 10150 Glazing Solar.., .................. n/a Infiltration..... ................ 11496 Internal Gain .................... n/a Ducts ............................ 3477 Sensible Load .................... 38247 Latent Load ...................... n/a Minimum Total Load 38247 173 deg (S) Cooling (Btuh) 4092 5665 10469 3778 2100 2610 28714 5743 34457 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. jili _LONGFELLOW LUMBER CO. Quality Truss Design. ■ Roof &.Floor Systems (800) 678-0112 r (530)893-0112,9 FAX (530) 893-0140 89 Loren Avenue • Chico, CA 95928-7434 Customer: Address: i I1vC. I Job No: o t Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENCY Timber Products Inspection5,p7 P.O. Box 204J.5641''Jjjjjw Q� Portland, OR 972 Q V (503)254-0204 q q -IV LONGFELLOW.LUMBER' O. INC. Quality Truss Design - Roof & Floor Systems (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 sequence and end -for -end orientation are correct. . 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'fYP lu f- --T wT T 24 �— • -• - �— —� TizU ifs -IYI�. of • Tc �PG� To �� . .PLAN G KN I _ No -I--------- ' RIi�E I IF 13-�O�t7 b�f I . LAYo1 r. - -•—� I —lppo PTI.0 N W% I / �lJt7 Or- c' t: R S4 Gtz 4��v C' HIP. T6�-opHIP PIL4*w %W/ H11.0, �- EKG otz ...HIP TO RIDGE HIP .TO HIP MASTER. B G�t�4�llc�l.pu STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (9 16) 893-0112 ,2X4 RAFTEII \ A m MAXIMUM CLEAn SPAN CEILING.JOIST 711IS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONSI SUBMITTED BY TRUSS MFR. STANDAnD JACK DETAIL SPACING - 24' O.C. OCFLECT ION C111 TEn1 A: 1.0X3 (L I VC LOAUI HAFTCA SLOPES < 4:ILI - L/240 nAFTEn SLOPES > 4:12 < 12: 12 -L/ 100 . CEILING JOIST - L/240 0 IT IS TIIC ACSPONSIOILITY OF THE UUILUING DESIGNER AND MUSS FAUnICATUII TO nEVIEW THIS 011AH1NG PRIOR TO C111TING LUMOE:n TO VEnIFY MAT ALL (IATA, INCLUDING 0114ENSIONS f ANO LOADS, CONFOF114 TO TIIC AnC11ITCCTUIIAL SPECIFICATIONS AND FAMICATOR'S TRUSS LAYOUT. 1.5X3 2X4 NEN-Fin STANUAnD -FICOUIRED IF IIAFTCII NOT SUPPORTED AT ENO CEILING JOIST 5 ,fl0 . nAf= TEn •SLOVE S 4: 12 FIAF'TER SLOPE _> 4: J2 BUT < 12: 12 LIVE LOADIPSF) 16 16 30. 30 16 16 30 30 DEAD LOAD (PSF) 7 15 10 15 10 15 IU i5 DURATION FACTOR 25X 25% 15% 159 25% 25% 15% 15% SIZE GAADE --MAXIMIIa CLEM SPAN -- CEILING JOIST 5 ,fl0 PLATE -WAVE TPI95 C= C=3 C" C=3 C= C=3 0 0 0 0 0 0 0 0 0 0 0 0 C= c= C= 0 0 TRUSS o DESIGN CRIT=UBC "' TPUSSES.PEOUIRE EXIF INC. REFER TO HIB -91 IN :TITUTE. 593 O'ONOFRIO C TION CONI, FESSIONAL E SUITABI OTY - 1 TOTAL - 1 N°•c 1 63D1� * cil ��\! �'lerf of C��° DATE 01/15/98 DRWG MOD CA -ENG JS 2X4 if FL ,- III � PLATE -WAVE TPI95 C= C=3 C" C=3 C= C=3 0 0 0 0 0 0 0 0 0 0 0 0 C= c= C= 0 0 TRUSS o DESIGN CRIT=UBC "' TPUSSES.PEOUIRE EXIF INC. REFER TO HIB -91 IN :TITUTE. 593 O'ONOFRIO C TION CONI, FESSIONAL E SUITABI OTY - 1 TOTAL - 1 N°•c 1 63D1� * cil ��\! �'lerf of C��° DATE 01/15/98 DRWG MOD CA -ENG JS 111115S PRACING/Ili0CKING KIAII. fill r. nvr. PIIr PAOI II rOntl rimimuin limit it nAnc A lilts uc l nuct crlatll Ilin Gc t0ucc urs TRUSS ORACIM/OLOCKING DETAIL (AT GUMT) ND1E1 BRAC114G DESIGNED TO STABILIZE 11RUSSESA AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING 10 BE EQUALLY SPACED, ATTACII Willi (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 E11)S 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (M) MIGHT OF TRUSS AT SUPPORT. �l. AW I I NG SECTION S -S TRUSS (0) 2X4 II.F. /3 OR BETTER DIAGONAL BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII BRACE MAY BE TO EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOHN• (P) SHEATHING APPLIED TO TOP CIIORO. LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS IiEIGIIT AT SUPPORT IS I0.011 OR LESS, DIAGONALS NOT REQUIRED. 6 - APPROX. (BB) BLOCKING TO BOTTOM CIrRD OVER SUPPORT, 45' OF BOTTOM CIIORD. II.F. 113 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Design Criteria: TPI-'95(STD 18.20 A 1 CA/-/I/-/-/R/- - R - F-1 O O O A T7-� O ALPINEO Q O Q Q Q Q ACING. REFIR10tREQUIRE 'II 1 NIN-11INANOIING IlfutIJAG AND I ACIIG). PUILISN(D IV IPI INIIRUSSIG AND ►LAI( Ilstllult• Itl D'o10F10 ON., suit[ .too. NAOISOI. VI 511111. FOR SAFEIV ►ACIICtS INION 10 1(1FOAN110 INE S( FV1C1101S. MISS 01N(AYISI IIDICAIED. 101 CHORD SNALI NAF( PROPERLY AIIACN(D fIRICIVRAL IAS .'IOIION CHORD INAIt NAT( A ►ROI(ALT At1ACN(D RIGIO C1IlING. "IlIPOAIANt'- FYAIISN A COIF OF INIS DESIGN 10 IN( INSIAILAIIGR CONIRACIOA. AM NI ENGINEERED IIOOYCif. INC. INAII A01 1I N[S►ONSIIII 101 AIV Ot►IAIION FNON INIf DESIGN: ANY FAlt Y1( 10 IYIl0 lII IRIffIi II COIFONNANC( YI1N 111: 01 fA1NiLAl1AG. NANOl11G, iM111110. ElflAllAIPOI OA uACING of INOSfff. PAIS 0[fIGI COIf01Nf YIIN A►ILICAILI PROVISIONS OF NDS (NA110IA1 0(SIGN f►(C IF ICA1101 /VII IfNt0 1f IN( ANEAIGN FUlffl AND IA/p _AISOCIAIIOII AND 1►I. AIPIN( [lcNCiutfOrAu�sst A1D(or'YAl(SSIo1N(IY IS( OCA1(D ONCINIS1. IO[IIGNAf►Of 1110N 1310. co��tc�oas(ruNs 10 GRANULE U0. 110 ANO 110 A•F. AA (AOINIIA'f SLAW ON INIs /RAYING A111111E.VII Io IN( 0(SION OI TNI 11USf 0111(1(0 N(I( AAO SNAIL V01 1( 1111(0 YPOA 11 ANT OIN(A VAT. 0`(.SSI0 4, •"W y 9 �1 6� * * J'l C(��' �OQ'Z�! 'Trf OF C1` TC LL TC DL D C D L L L T 0 T . L D . DUR.FAC. SPACING SEE (L ) ABOVE REF R427 DATE :1/12/94 0 RW 3.048.634 CA -ENG / CWC . (BILLHO-BILLSON CONST / STAUFFER HOUSE - T1 HIPSET 6' S8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMEWSIONS) SUBMITTED BY TRUSS MFR. TOP"CHORD Yx4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF.SOFFIT LOAD. BOT CHORD 20 OF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cn `" 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. j1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. • IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. CORNER SETS ARE CONVENTIONALLY FRAMED.. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. `D SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. �1 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS o AND DIAGONALLY BRACE PER HIB -91 13.2,1(FIG.33), OR DWG. CD110. z SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X8 S W3X8 W4X4 ® W3X8 H D.A 6 r— --I 6 O ' a Cr _ A l -+no+ -D-D ' a W4X4-- HS2512 . W4X4 8 T f w W3X10(83) W2.5X4 E_ W3X10(B3) EES z w- w 1¢2-0-0aj 6-0-7 _I_ 12-9-1 5-8-8 J ¢ _I_ WILDING DEPART?;t''N. ' 24-6-0 Over 2 Supports • I R-1748 W-5.5' R-1747 W-5.5' r . N - o PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: TPI STD 19 CA - 1 - - F Scale —.25N Ft. Qj • •'YARNING'! TRUSSES REQUIRE EITREME WE 11 FABRICATION, HANDLING. SHIPPING. INSTALLING AID SWING. REFER TO MID -91 (HANDLING INSTALLING A10 BRACING). PUBLISHED HE TPI (TRUSS PLATE E�' TC LL- 16.0 PSF REF 8427--79215 p�j PERiVASTf011MIHG itlE. [fE FNNCTIOHf.IG RURIESSTE 200. OTNIRYISEINDICATEO. LOP CNOROFDA SNALLFM�Y(PRACTICES PRIOR TO /ROP[AlT ATTAGIEO ^�I''_� w �• Wlj_c� ''iiPP TC OL 10.0 PSF DATE 06/07/99 �.. ' STRUCTURAL PAREti. BOTTOM CHORD SRALI RAYS A PROPERLY ATTACHED RIGID CEILING. '-IMPORTANT-- FURNISH A COPY OF THIS VISION TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 7.0 PSF DRW CAUSR�27 99156005 • Com- _ ALPINE PRODUCTS. INC. SHALL IDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD ME TRUSSES IN COHFORMAYCE PITY TPE: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AN0 BRACIMO O► TRUifE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIRES r BC LL 0.0 PSF CA -ENG AEB/CWC Z ".> &P ICIFICATI01 P.UNLIEHCO NT THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND III. ALPINE CONNECTOR& ARE MADE OF IOGA ASTM AB53 GR40 GALT. STEEL. F:CFFT AS NOTED. APPLY CONIECTORS TO * * TOT. LD. 33.0 PSF SEAN - 13888 �—a ' Alpine IR921d I= • EACH FACE OF TRUSS, AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS FIA NAME NGS 160 A-1. THE SEAL ON THIS CRAVING IRDICAIES ACCEPTANCE OF PROFESSIORAL ERGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SROVI. THE SUITABILITY AID USE OF THIS ONE TPARTICULAR BUILDING [S TRE RESPONSIBILITY OF THE BOIl0IR6 DESIGNER, PER�•C C'.-1-1995 SECTION TP OUR . FAC . 1.25 FROM KD SPACING 24.00 -BILLSON CONST / STAUFFER HOUSE - T2 C TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 M WEBS 2x4 DF -L Standard C-), a: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. co N 0 • N� v p •o a . . w A C=3 . a w - - w z c5 • z • w TMIC nUn DDCDARFn CRAM rAMD11TF0 1MDIIT fI nAne A. nTMCMQTAMCI CIIRMITTFn RV TRUSS NFR_ ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00` OC, BC 0 72.00` OC. DEFLECTION MEETS L/240..00 LIVE AND L/180.00 TOTAL LOAD. W4X4 m W3X4 a T� �8 0-0 w �c2 0 OaI Lc2-0-0aj a I_ 123-0 J_ 12-3-0 JUTTE COU.N1 9 rQ 24-6-0 Over 2 Supports WILDING bEPARTMEN" R-921 W-5.5' R -920•W-5.5' o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD --WARNING'- TAUSSES REQUIRE EXTREME CARE SR FABRICATION, HANDLING, SHIPPING, INSTALLING AND, CTOIACIM6. REFER TO Kl[•91 (HANDLING INSTALLING AND BRACING). PUBIISNfD BY TPI (IROSS PLATE p) IISTITUTE. S87 0'09OFU0 DR.. SUITE 700. NAD1501. NI $7719). FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAYS PROPERLY ATTACKED �.., STRUCTURAL PANELS. BOiTON CHORD SHAH KATE A PRO►ERCT ATTACHED N16I0 CEILING. INPORTAWT" FYAN ISH A COPY OF TRIS OESI GN TO THE INSTALLATION CONTRACTOR. ALPINE IISINEERED Lam-. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILOIE TO BUILD TRE T209SIS IR CONFORMANCE WITH If 11 OA FABRICATING, MANDLIXG, SKIP►IMr. INSTAl11AD AND ' ALPINE BRACING OF TRUSSES. THIS DES ISM CONFORMS WITH APPLICABLE PROTISIONS OF NDS (NATIONAL DESIGN Z SPECIFICATION POOLISWID BY THE AHERICAA FOAEST AND PAPER ASSOCIATION) AND TPI. ALPINE .� CONNECTORS ARE RADE Of 206A ASTH ASS] U40 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ti [ACK FACE OF TROS6. AND go LESS OTHERWISE LOCATED OR THIS DESIGN, ►OSITIOS CONNECTORS PIR DIA31I065 150 A•E. TRE SEAL OR THIS BRAYING INDICATES ACCEPTANCE Of PROFESSIONAL 10611192116 I � T la[ Tfd IESPONSIBILITT SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. TNA SUITABILITY AND OSE Of TRIS AlpSaaBmemmdPb6 CA Plod= 959n COMPONENT FOR All PARTICILAR BBILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNIA. PEA ANSI/TPI 1.1995 SECTION 7. 19 P '99 Ji0. Ce3B48 H Y CA - 1 - - - F Scale -.25"/Ft.' P TC LL 16.0 PSF TC DL' 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--79219 DATE -06/07/99 DRW CAOSR427 99158006 CA -ENG AEB/CNC SEAN - 13898 DUR.FAC. 1.25 FROM KD 1 SPACING _ 24.0' - 2 4RILLHO-BILLSON CONST / STAUFFER HOUSE - T3 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS DNG PREPARED FROM COMPUTER INPUT S-9 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00- OC, BC @ 72.00" OC. a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PST BC LIVE LOAD PER UBC. co N O z E� A - 0 Tyr a A W - a W - z W3X4 E z W T3 W4x4 Es rrrr— on�� ! 1 I_ 12-3-0 _I_ 12-3-0 _I �ILDING ®EPARTME .- .24-6-0 Over 2 Supports �� R-928 H-5.5- R-801 N , PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 19 CA/ -/11-/-/-/F Scale—.25• Ft. --HARMING" TRUSSES RIOUIRE E17NEME CARE TN FABAICATIOI. HANDLING. SHIPPING. INSTALLING AND C73-RIACING. R[F[R TO Nle•9L 11DLING INSTALLING AID BRACING), ►NBLISNED BY TPI (TRUSS PLATE FE�Ip, TC LL 16.0 PSF REF 8427--79220 Qn INSTITUTE, SBS D-OROFRIO DR.. SUTTE 200, MADISON. NI S3719). FOA SAFETY PRACTICES PRIOR TO W C PE. THESE FUNCTIONS. UNLESS OTHERVISE IROLCATID. TOP CROAD SHALL HAVE PROPERLY ATTACHED ^' E./% TC DL 10.0 PSF DATE 06/07/99 �--. STRUCTURAL PARE% BOTTOM CNDRD SHALL NAY[ A PROPERLY ATTACHED RIGID CEILING. --►MPORTAIET-- FURNISH A COPT OF THIS DESIGN TO THE IRSTALLATION COOTRACtOR. ALPIN[ EAGIR[[IEO - -99 '� BC DL 7.0 PSF DRW CAUSR427 99158007 car PRODUCTS. INC. IOALL NOT NE ME' PONS INIE F04 ANT Of" IAT ION FSON TRIS DESIGN. ANT FAt LINE TO RNILD TIE TRUSSES II CONFOtHANCE VI74 TP]; ON FABRICATING, HANDLING. SHIPPING, INSTALLING AND 003845 RSACING OF TRUSSES. THIS DESIGN COMFORNS PITO APPLICABLE PAOIISIOIS Of YDS (NATIONAL DESIeN �p� BC LL 0.0 PSF CA -ENG A E B / CWC A L P I N EON COINECTORSIAREPUMADESOF020" ASTM A65SBY THE AGRAOFOREST GAIN. STEELERE/CEPTIASINOTED.APPLY D TPI. ALPINE CORRECTORS TO * TOT . LD . 33.0 PSF SE 0 N - 13901 �--a EACH FACE OF TRUSS. AID UILISS OTHERYISE LOCATED DY THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A•t. TIE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF /40FESSloal ENGINE ,T'r DUR.FAC. 1.25 FROM KD Alper Bn&ee d p,,,,,E,,,,w1 co 1. t[SPOYSIBILITT SOLELY F04 THE TRUSS COIUOR[Rf 0[S[GY SNONN. THE SUITABILITY AND USE OF THIS 3aet�• CA SB28-� ANi1FTPITIFOR ANSEPAR71CULAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDl1G DESIGNER, PER SPACING 2 4.0 (RILLHO-BILLSON CONST / STAUFFER HOUSE - T4 HIP CARR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TQa CHORD 2x4 OF -L #1 2 Complete Trusses Required BOT CHORD 2x6 DF -L #1 :82 2x6 DF -L #2: WEBS 2x4 DF -L Standard NAILING SCHEDULE: (0.131x3.0_g_na11s) \ TOP CHORD: 1 ROW @ 12" D.C. c- BOT CHORD: 1 ROW @ 12" o.c. R: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS (ADDITIONAL LOADS IN EACH ROW TO AVOID SPLITTING. d- ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) n TC From 52 PLF at -2.00 to 52 PLF at 6.00 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** `"1 TC - From 104 PLF at 6.00 to 104 PLF at 19.75 o TC - From 52 PLF at 19.75 to 52 PLF at 34.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. z BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 28 PLF at 0.00 to 28 PLF at 7.50 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BC - From 14 PLF at 7.50 to 14 PLF at 32.00 BC - From 4 PLF at 32.00 to 4 PLF at 34.00 10 PSF BC LIVE LOAD PER UBC. TC - 312 LB Conc. Load at 6.00 BC - 1206 LB Conc. Load at 7.50 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC (H)RECOMMENDED CONNECTION FOR TRUSS T-23 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. W1.5X4 N W1.5X4 N _F9 W3X8 , W3X6,m N4X4 f W3X4 Ea W3X8= W4X4 Ea 6 0 o _6r r� f=A w W3X8 (Al) W4X4 - W2.5X4 E3W4X6 Go't B2 W2 , 5X4 a W4X4 a 206# W1.5X4 a W4X4(A1) s 2t� 0-0- 2'� 0 D-( �- I- 6-0-7 _I_ 20-3-1 i 5-8-8 ( aUT TE GOtlNs N 32-0-0 Over 2 Supports ILDING DEP►"� i (` I R-2876 W-5.5" R-1800 W-5.5" APPROVED N � PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. CA - 1 - - F Scale -.1875"/F I --YARNING-- TRUSSES IEOU IRE EITREME CARE IN FABRICATION. HANDLING. SNIPPING.. INSTALL INS AND Egg,,_ TC LL 16.0 PSF REF R427--79225 C3131 BRACING. 411t0. TO NIB•01 (NABOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEINSTITUTE. $03 yB^-'A'Dr! RACTICES PRIOR To PERFORM IB THESE FUNCTIONS. DRLESSTOTHEBNISE 100. [OINDICATED. TOP (CHOW SHALLFHAVE ETY F PROPERLY ATTACHED W. TC DL 10.0 PSF DATE 06/07/99 ---. STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 91610 CEILING. �fA IMPORTANT-- FURNISH A COPY OF III$ DESIGN TO THE INSTALLATION CONTAACTOI. ALPINE INGIREEREO X99 r. BC DL 7.0 PSF DRW CAUSR427 99158026 [� PRODUCTS. INC. SBALL NOT at RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO r BIILD THE TRUSSES IH COIFOAMAICE VITO TPI: 00. IADAICATING. HANDLING. SNIPPING, INSTALLING ANO (��g r ALPINE BRACING OF TRUSSES. THIS OESI61 CONFORMS YITN APPLICADLI PROVISIONS 0f NOS (RATIONAL DESIGN 4041001 BC LL 0.0 PSF CA -ENG AEB/CWC :; SPECIFICATION PUBLISHED BY TNT AMEAICAN FOREST AND 'APIA ASSOCIATION) AND TPI. ALPINE .7 C O N N E CTORS ARE ME OF ZOGA ASTM K A66S GIGO SALT. STEEL, (KEPT AS NOTEO. APPLY CONNECTORS TO ITAGTOT. LD. 33.0 PSF SEON - 13916 •-'� EACH FACE OF THIS$. AND UNLESS.OTBCRIESE LOCATED 01 THIS DESIGN, POS17109 CONNECTOIS PER ORANINGS 160.A•I. THE St AL OB THIS CHARING INOT CATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR .FAC . 1.25 FROM K D ♦l�l,.� R,.,,;..:,.,N�� AESPONSIDILITY SOLELY FOR THE TROTS COMPOSENT DESIGN $NOUN. TIE SUITABILITY AND USE OF TN1S ^�Y+�••-"ems-�OW��ffi$ �SI%TF(T1r1YDSNT,PARTIC=LAR 001LOIRG IS THE RESPONSIBILITY OF TUE BUILDING DESIGNER. PER SPACING 24.0" HO-BILLSON CONST / STAUFFER HOUSE -.T5 HIPSET 8' ITOP CHORD 2x4 DF -L #1 :T3 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 C -),WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. N o BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS KFR- ROOF OVERHANG SUPPORTS 2..00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC, EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W1.5X4 01 M 141.5X4 10 145X410 W3X6 Es W3X8 eS, r -• W5X4 - W3X8 - - 143X8 a --V 6 V 0 6 r • (A) T3 (A) a n�. Ya �8-0-0 Wx W 5 X 4 o W2.5X4 W1 .5X4. III W2. 5X4 8 W3X8 E_ w W3X8(B1) a WH8(B1) HS2512 a z C3 z z 2,• 0-0 Y,6 0-0_, JUTFE COUNI I a» I_ 8-0-7. I_ 18-3-1 5-8-8 d _I_ PUJILDING ENf. DEPARTM 32-0-0 Over 2 Supports I R-1564 W-5.5' R-1560 W -5.5'A. P P R 0 V M N - PLT TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD 19. CA - 1 - - - F Scale —.1875"/Ft. -'WARNING '• TRUSSES REQUIRE EXTREME CARE II FABRICATION, HANDLING. SNIPPING, INSTALLING AMD ESS/q TC LL 16.0 PSF REF R427--79226 CTI C .-.., BIACIMG. IEFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE iNSTITOTE. 587 D-DIOFRIO DR., SNIT[ 200, MADISON, WI $3719), FOR SAFETY FRACTICIS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NA1E PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORD SMALL HAVE A PROPERLY ATTACHED 41610 CEILING. --IMPORTANT-- 1Y ^," yam. �' TA '99 TC DL 10.0 PSF DATE 06/07/99 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIII ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; All FAILURE TO r BC OL 7.0 PSF DRW CAUSR427 99158010 C� BO ILD THE TRUSSES IN COIFORNAICE YITR TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND M - BC LL 0.0 PSF CA -ENG A E B /CWC ALPINE BRACING OF TRISSES. THIS DIES COM FORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN q- "M CONNECTOR$ ARESPECIFICATIOR HAD[Of ZOGAD BY THE ASThA653 GAIDRICAN EEST AND PAPER BALV. STEEL. EXCEPTASNOTED. TP1. ALPINEAPPLY CONRECTORS'TO * * TOT. LID. 33.0 PSF SEQN - 13926 �+ EACH FAC[ OT TRUSS, AND UNLESS OTREANISE LOCATED 01 THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 160 ►•1. THE SEAL 01 111$ BRAYING INDICATES ACCEPTANCE OF PROFISSIONAL INGIREERING �r DU R .FAC . 1.25 FROM KID ♦V„1,,.p� " RESPOISIB ILITT SOLELY FOR THE TRUSS COMPORENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS ..:f TIF04 A15[CT[TICULAR MUILDIRG 15 THE RESPONSIBILITY OF THE BUILDING OES191E1, PER .CA9S�8 SPACING 24.0" LLHO-B•ILLSON CONST / STAUFFER HOUSE - T6 HIP TRUSS TUTC nUr. DRFOADFn FRAM rAMD11TFR 1LIDIIT /I AAA% L ATMFNCTAUCL C1IRMTTTFA RV TRIICS MFR - TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT. LOAD. BOT CHORD 2x4 OF -L #1 c�> WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC' 1 0 24.00' OC, BC @ 72.00" OC. Cr a PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. ca N O z W5X6 o W5X6 a W2.5X4 g W /SII% II S A C-0 - W4X4(A2) W1.5X4 W W3X8 W3X6 a H z W2.5X4 = c� z w Y14A4 IAL) 18 w2(..-0-0 12-11-6 _i_ 6-1-4 _1_ 12-11-6 _I Q 3270-0 Over 2 Supports R-1168 W-5.5" R-1168 W-5.5" o PLT TYP. Wave TPI -95 R Design Criteria: TPI STO ! ",WARNING-- TRUSSES REQUIRE EITREME CARE 19 FABRICATION, HANDLING. SHIPPING. INSTALLING AND CT /RAC1N6. REFER TO 110.91 (HANDLING INSTALLING AMD BRACING). PNMLI EKED BY TPI (TRUSS PLATE Cr tNSTt TOTE. SBS 0.ONOfN[0 Ol.. SUITE 500, MADISON. W1 $3719), i00. SAFETY PRACTICES PR104 TO 07 PERFORMING THISf FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPENLT ATTACHED ^, STRUCTURAL PANELS. BOTTOM CHORD SHALL MAY[ A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; .ANY FAILURE TO NON TKE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND NACIIG OF TRUSSES. TMIE DESIGN CONiORNS MITM APPLICAMLE PROVISIONS OF KOS (NATIONAL DESIGN ALPINE Z SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COMIECTORS ARE RADE OF to ASM A653 U40 GALT. STEEL. ENCIPT AS NOTED. APPLY CONNECTORS TO •--o EACH FACE OF TRUSS. All) UNLESS OTHERWISE LOCATEO OH THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SERI DB TRIS DRANIHR INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIERIH/ A1ni— p,,,,,dumpt,, RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE 0i THIS "'�•' H'' COMPOSENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE516HER, PER ARSIFTPT 1 .1095 SECTION E. T� +8-0-0 .iTTE COUNI i NJILDING DEPARI-mEt APPROVED 19. CA - 1 - - F �ES3/pi�_ TC LL 16.0 PSF 9 • C� TC DL 10.0 PSF 99 6 � >o BC DL 7.0 PSF BC LL 0.0 PSF � TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.1875"/Ft REF R427--79228• DATE 06/07/99 DR W CAUSR427 99156011 CA -ENG AEB/CWC SEON - 13934 FROM KD -91LLSON CONST / STAUFFER HOUSE - T7 HIP CARR) TOP CHORD 2x6 DF -L #2 :T1 2x4 DF -L #18Bet.: d. :T4 2x4 DF -L #1: BOT CHORD 2x6 DF -L SS :82 2x6 DF -L #2: o WEBS 2x4 DF -L Standard :Lt Wedge 2x4 OF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -• LOADING PER TRUSS FABRICATOR �'_; ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) `'I TC - From 52 PLF at -2.00 to 52 PLF at 6.00 o TC - From 104 PLF at 6.00 to 104 PLF at 19.00 z TC - From 52 PLF at 19.00 to 52 PLF at 34.00 BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 28 PLF at 0.00 to 28 PLF at 6.00 BC - From 14 PLF at 6.00 to 14 PLF at 32.00 BC - From 4 PLF at 32.00 to 4 PLF at 34.00 TC - 312 LB Conc. Load at 6.00 BC - 1277 LB Conc. Load at 6.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS Ii DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. .DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00. OC (H)RECOMMENDED CONNECTION FOR TRUSS T-22 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. W1.SX4 ID W1.5X4 W1.5X4 II W1.5X4 II I W4X6 J - W4X12 W4X4:� W3X10 a 11 W3X8 Lu 0 6 r C34 W7X6 (C8) .� T1 A HS2512(C8) ea a W2.5X4 EET HS412 E= 82 w C-13 W1 5X4 II W4X4 e W3X8= W 3 X 8 s H3X10(83) �8-0-0 W6X4(R) W w277# w 12-0-0 IN 2I� 0-0 o. I_ 6-0-7 _i_ 20-5-1 5-6-8 _1 JUTrE COUN91 Q 32-0-0 Over 2 Supports 911�'OJILDING DEPARWEK' I R-2960 W-5.5• R-1727 W-5.5• APPROVED CV o PLT TYP. High Stren th Wave TPI -95\R Design Criteria: TP[ STD 19 CA 1 - - F Scale -.1875' Ft Q� O7 �.. Lam: .. ALPINE •HARMING'• TRUSSES 1EOUIRE EXTREME CARE 10 FABRICATION, NAIDLI/G. SHIPPING, INSTALLING AMO OXACI6. t(fit TO HIB•91(HANDLING INSTALLING AID NIACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SOS D'ONDFRIO 01.. SUITE WO. MADISON. HI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NATE PROPERLY ATTACHED ..."IS" PANELS, BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORT NT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, EIC. SHAH 107 OE RESPONSIBLE FOR RUT DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IME 1111111 11 CORfORMANCE HIT. TPI.. FABRICATION, BANK... SNIP►[R6. 1-..L1.6 AND BIAc11C Of T....... TRIS 0,$761 CDRFOIUU WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN �EAI �f ''' w•� 199 i► S idei�l TC LL TC DL BC DL BC LL , 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF REF R427--79230 DATE 06/07/99 DRW CAUSR427 CA -ENG AEB/CWC' 99158027 I� SPECIFICATION PUBLISHED BY TIE ANIAICAH FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE COINECTOIS ARE MADE OF 206A ASTM A653 GILD BALI. STEEL. ETCEPT AS NOTED. APPLY CONVECTORS TO * TOT. LD. 33.0 PSF SEAN - 13938 �+ AO„im Prodbi.,. b. �'Y' �•�•-9'jW"�~ EACH FACE OF TRUSS. ARD UNLESS OTIIAMISE LOCATED ON T11S DESIGN, POSITION CONNECTORS PER ORANIIGS 160 A -I. THE SEAL 01 TOSS DRAWING INDICATIS ACCEPTANCE OF PROFESSIONAL I GINEERIRC RESPONSIBILITY SOLELY FOO TIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �ONENTI,IS97 ARTPPARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DISIGNER. PER ` DU R .FAC . 1.25 FROM K D SPACING 24.0N (31LLMU-UILLSUN CONST / STAUFFER HOUSE - T8 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP -CHORD 2x4 DF -L J1 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*"* BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BRACE TC @ 24.00" OC Ii BC @ 72.00" OC. TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. 10 PSF BC LIVE LOAD PER UBC. W4X4 s 1 g N4X4(A2) e 8-0-0 I B T JU T E CQIINI T L 13-0-0 I 13-0-0 " �ILUING DEPAi; I "`• j !as E 26-0=0 Over 2 Supports R-1055 N-5.5" R-911 "'I' / w. D PP PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale —.250/Ft. "YARNINTRUSSES REQUIRE ERTRENE CASE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND eRAc1Nc. R[ra To me -iii (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSTITNTE, 683 D-ONOFRIO OR.. SUITE 200, MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO —'n GTr W. TC LL 16.0 PSF REF R427--52568 • ►ERFORNt1G THESE FUNCTtON3. UNLESS OTHENNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE 08/23/99 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 4I610 CEILING. ••IMPORTANT" FONNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EHGIREERIO MODULI', INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION IRON THIS DESIGN; ANY FAILURE TO NO BC DL 7.0 PSF DRW CAUSR427 99235005 ALPINE BUILD BRACIRGHOFTTRBSSEI. THIS DESIGNSIS 11 CONrOAKANCI IIN CONFORAS WITOIL H APPLICABLE PROVISIONSSOF►105 (NATIONAL IDESIGN BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION PUBLISHED NY THE MINICAR FOREST AND PAPER ASSOCIATION) AAD TPI ALPINE CONNECTORS ARE OF # AU 23 1 999 NADE TOGA ASTM A653 GRAD GALE. STEEL, ENCEPT AS NOTED. APPLY CONNECTORS TO * TOT. L D . 3 3.0 PSF S E ON - 20997 3 . �� CA 95929 EACH FACE OF TRUSS- AND ONLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COONECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRANIAD 1101CATES ACCEPTANCE OF PROFESSIONAL ERGI:11RIN6 RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHONA. THE SUITAOILETT AND USE Of THIS L o/,.I,3-11905 SEN PARTICULAR Bmotre 13 701 us►olsteultr OF TnE em6ouG QEstGAu, PER �l CIV11- DUR . FAC . 5 FROM K Q SPACING 24.00 ' L.n N cL: N N rn LC') - C=; A -')C= _Q 0 w w WJX14(BJ) so ` w . z (BILLHO-BILLSON CONST / STAUFFER HOUSE - TBD TOP CHORD 2x4 DF -L #1 BUT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.OD LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W0 4 - THIS nWA PRFPARFn FOnm rnMD11TLD TUD11T n n.ne . o,..°..o,�..�. .... ..__ -933# NUN -WIND UPLIFT AT BRG (X -LOC, Y -LOC): 0.00', 8.00'. ** THE MAXIMUM HORIZONTAL REACTION IS 5244.25# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC 0 24.00' OC TRUSS TRANSFERS 187.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. +8-0-0 cz �2-0-0� - - �. • 6-9-4- 6-2-12 6-2-12 6-9-4 d P z B-10-3 B-3 11 8-10-3 "'�0 cti. L 13-0'0 I 13-0-0 I cow,'� I 26-0-0 Over 2 Supports 'Y DSPA R-1903/-934 W-5.5" R -1667/-78w tftb Rh -5244/-5244 N PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 I ••WARM LNG•• TRUSSES REQUIRE EXTREME CAFE IE FABRICATION. HANDLING. SHIPPIM6. INSTALLING AND BRACING. REFER TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE. SBS O'DIOFRIO OR.. SONE 1100. MADISON. NI 53)19). FOR SAFETY PRACTICES PRIOR TO PEFFORMIMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL BAY[ PROPERLY ATTACHED Cl!! STRUCTURAL. PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^ —IMPORTANT•• FURNISH A COPY OF TFIS DESIGN 70 7H[ INSTALLATION COBTRACTOA. ALPINE ENGINEERED �- PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD TME TRUSSES 11 CONFORMANCE WITH TPI: OR FABAICATING. HANDLING. SHIPPING.' INSTALLING AND RRACINC OF TRUSSES. THIS DESIOM CONP0RM$ WE TN APPLICADLE PROVISIONS OF BUS (NATIONAL DESIGN V,- SPECIFICATION PUBLISHED Bi THE AMEFICAI FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .�- COI HECTORS ARE MADE OF FOGA ASTM A653 SR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS17101 CONRECTORS PER DRAWINGS 160 A•1. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AjP 1?D RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �� 9S COMPONENT FOR All PAN TICULAR BUILOIAG IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION I N6: C 58005 ENp D00-7004 Aug 17 1999 13 CA/ -/1/-/-/-/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" Scale –.25'/Ft. REF R427--48396 DATE 08/17/99 DR W CAUSR427 99229012 CA -ENG AEB/GWH SEON - 20459 FROM KD ilLLHO-BILLSON CONST / STAUFFER HOUSE - T9 COM TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L j1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 2404 MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. W1.5X4 T '1-2-11 W4) W04 Em THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & 8C @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 0 11-3-0 13-0-0 - 24-3-0 Over 2 Supports y R-876 Wm5.5" R-888 H45.5" o. PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 `•WARNING•` TIOSSES REQUIRE EITREMF CAAE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND O). BRACING. REFER TO 010.91 (HANDLING 1657ALLIIA AND BRACING), PUBLISMED BY T►1 (TRNSS PLATE C73 IASTITBTE, 563 D'OIOFAIO DR., SUITE 200. MADISON. 91 59119), FOA SAFETY PRACTICES PRIOR TO C73 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPEALT ATTACHED .-r STIUCTIAAL PANELS, BOTTOM CHORD SMALL HAVE A PRDPEALY ATTACHED 11610 CEILING. IMPORTANT— FURRISN A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IM91MEERED t-; PIODUCTS. IMC. SMALL -01 IE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILIAE TO L P I N E IOILO TN[ TlOUES 11 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING. -INSTALLING AND BIAC116 Of TMUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Pt0Y1S101S 0► Kos (NATIONAL DEStGA CJ'- ST[CI/ICATI OM PUBLISNEO OT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '.7 CONNECTORS ARE MADE OF 206A ASTM A6S3 CR40 GALT. STEEL, EICEPT AS 10790. APPLY CONAECTOIS TO Q EACI FACE 0► TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-E. THE SEAL 01 THIS DIAWING INDICATES ACCEPTANCE Of PAQF9SSIONAL ENGINEERING Alp- &wneemd prpotM IOC. RESPONSIBILITY SOLELY Fat THE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND USE Of THIS 9NcfNIDmlOq CA 95839 CONPOIEWT FOR ANY PARTICULAR BUILDING IS SIT RESPONSIBILITY OF SHE IUIlOING DESIGNER. PER ACISI1T11 1.1096 AECTIOM 2. z0\ +8-0-0 JT"TE COUN 1 PPR0V Scale-.25'/Ft. REF R427--52569 DATE 08/23/99 DR W CAUSR427 99235006 CA -ENG AEB/GWH SEQN - 20999 FROM KO CA - 1 - - - F pLD W.�F TC LL TC DL 16.0 10.0 PSF PSF a BC DL 7.0 PSF BC LL 0.0 PSF Aug 23 1999 * TOT.LD. 33.0 PSF DUR.FAC. '1.25 SPACING 24.0' Scale-.25'/Ft. REF R427--52569 DATE 08/23/99 DR W CAUSR427 99235006 CA -ENG AEB/GWH SEQN - 20999 FROM KO f M 0- (BILLHO-I)ILLSON CONST / STAUFFER HOUSE - T10 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3:3. ID PSF BC LIVE LOAD PER UBC. W4X4 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C16 W1.5X4 III Scale —.250/Ft. TC LL 16.0 PSF REF R427--79237 V 10.0 PSF DATE 06/07/99 BC OL 7.0 PSF DRW CAUSR427 99150015 BC LL - a 1-10-3 CA -ENG AEB/CWC TOT.LD. 33.0 w , L 1 DUR.FAC. 1,25 - FROM KD SPACING • :A - f W3X4 � w W2.5X4 a W2.5X4 m W2.5X4 a W2X6(A1) o w z z w _ - z La-o-oa) I_ 10-0-0 I_ 13-0-0 _I C4 23-0-0 Over 2 Supports I R-743 W-5.5' R-887 W-5.5- Ln CV PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 ~I --YARBING-- TRUSSES AEOUIRE EXTREME CARE 19 FABRICATION, HANDLING, SNIPPING, INSTALLING AND CTD 6RA01H6. ILFER TO HIB•91 (HANOLIIG TISTALLING AND BRACING), PUBLISNEO B► TPI (TRUSS PLAT[ ' CT IRSTITUT[. SBS D'OHOFRIO OR.,�SUITE 200. MADISON, NI 53719). FO t SAFRT PRACTICES PA10R TO FIAFOIMIN6 THESE FURCTIO/S. UNLESS 07HERVISE IRDICATID. TOP CHORD SHALL NAT[ PROPERLY ATTACIED S7AIICTURLL fAR[lS, BOTTOM CIORO SNAIL NAfE A fROPLRIY ATfACM[D 81610 CL IL INS. ••IMPORTANT-- FURNIS. A COPY OF THIS DE5101 TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 .O r: :.ODIC]$. INC. SRAM NOT BE RESPONSIBLE FOR ANY DEflAT1ON FROM THIS DESIGN: ANY FAILURE TO BUILD TRE TRUSSES IN CONFORMANCE NITH TPI; OR fAORICATIXG. BANDLING. SHIPPING. INSTALLING AND 013845 ALPINE BRACT IS OF TAU SSE&. THIS DESIGN CORFORMS MITE Af►IICABLE PROVISIONS Of IDS (RATIOIIAL DESIGN [r. �N 7.. "ICIfICAT10R PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE * ti IDG Alpine �95s28 . COIIECT0R1 ARE MADE OF 206A ASTM A653 TO GALY. STEEL, ELCEPT AS $DIED. APPLY CONNECTORS TO CA. FACE Of TRUSS, AND "ItESS OTBERNISC LOCATID 01 THIS DESIGN. POSITION CONNECTORS PER DRAHIIGS 160 A-2. THE SEAL 01 1013 DRANIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE E21AG RESPORSIBILITY SOLELY FOR THE TRUSS COMPONENT GESIGI SHOIN. THE SUITABILITY AND USE OF TN IS CON0[IT FOR ANY PARTICULAA BUILDING IS THE RISPONSIDIL(TY OF THE BUILDING DESIGNER: PER ANSI/T►I 1.1995 SECTION 2. C A, -0-0 -141-0 ATE GOUNI N mJILDING DEPAR O -Et 4 CA/ -/1/-/-/-/F Scale —.250/Ft. TC LL 16.0 PSF REF R427--79237 TC DL 10.0 PSF DATE 06/07/99 BC OL 7.0 PSF DRW CAUSR427 99150015 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 33.0 PSF SEAN = 13952 DUR.FAC. 1,25 - FROM KD SPACING 24.00 - f r LS! M a; ;BILLHO-BILLSON CONST / STAUFFER HOUSE - T10D DRAG) THIS DWG PREPARED FROM COMPUTER INPUT nnAnc 1. nrA/cP/cinuci euHAaTTCI1 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #188et. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -1492# NON -WIND UPLIFT AT 8RG (X -LOC, Y -LOC): 25.54', 8.00'. ** THE MAXIMUM HORIZONTAL REACTION IS 5718.10# R* ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00' OC K=0 c"-'jl]O PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 231.00 PLF ALONG TOP CHORD rn "' THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND C=; CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. 144X46 141.5X4 H v T Ex 1 ra w - w W4) w z z w' w -3-4-:11 6-4-5 3 6-4-5 _1_ 6-2-12 I 6- z 8-3-11 T 8-10- W4A1L(H3) a 9- i<2-0-0�! Q, L< 9-9-0 I 13-0-0 3 I j- 22-9-0 Over'2 Supports R-1699/-940 W=5.5' Rh -5718/-5718 R-2360/-1492 H=5.5' No. CMD05 EqL 8J0.2002 Aug 17 1999 8-0-0 'Jul I E COUN1 Z �G ANv CA/-/l/-/--/--Lf— TC LL 16.0 PSF TC DL 10.0 PSF BC DL' 7.0 PSF BC LL 0.0 PSF TOT.LD.j 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R427--48397 DATE 08/17/99 0 R W CAUSR427 99229013 CA -ENG AEB/GWH SEAN - 20464 FROM KD N PLT TYP. Wave TPI -95 R m Design Criteria: TPI STD 1 ••VARYING`• TRUSSES afoul lE [ITREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. RF►[R TO NI C7S B.91 (HANDLING IMSTALJIMG AND BRACER6), PUBLISHED By TPI (TRUSS PLATE INSTITUTE. LBS O'OWOfR10 DA., StlJTC 100. MADISON, YI SS119). FOR SAfETY PRACTICES PRIOR f0 f[RFORMIeO THESE FUNCTi0V5. UNLESS OTNERYISE INOICATEO, TO► CHORD SMALL BANE PROPERLY ATTACHED p) - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �—. - - •IMPORTANT^ FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. Lam- SBAII NOT BE RESPONSIBLE FOR ABY OE/RATION /ROM THIS OES16R; ANT fAILURL TO OUIL0 THE TRUSSES IN CONFORMANCE PITO TPI; OR FABRICATING, ~ ALPINE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN SPECIFICATION POBLISEED 81 THE AMERICAN FOUST AND PAPER ASSOCIATION) AND TPI. ALPINE Cj CONNECTORS ARE MADE OF IOGA ASTM A653 G140 GALV. STEEL. EICEPT AS NOTED. APPLY COMIECT04S TO EACH FACE OF TRUSS. AVD ONLISS OTHERWISE LOCATED OB THIS DESIGN, POSITION CONNECTORS PFA DAAWINIS 160 A-1. TWI SEAL ON THIS DRAWING ( Alpine Eneinee;ed PEENiu1M IDD, . S, CA 95828 INDICATES ACCEPTANCE OF PROFESSI0IAL ENGINEERING RESP*11101LTTY 30LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITASILT71 AND USE OF THIS COe►ONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, P(R ANSI/TPI 1.1995 SE CT 101 E. No. CMD05 EqL 8J0.2002 Aug 17 1999 8-0-0 'Jul I E COUN1 Z �G ANv CA/-/l/-/--/--Lf— TC LL 16.0 PSF TC DL 10.0 PSF BC DL' 7.0 PSF BC LL 0.0 PSF TOT.LD.j 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R427--48397 DATE 08/17/99 0 R W CAUSR427 99229013 CA -ENG AEB/GWH SEAN - 20464 FROM KD LLHO=BILLSON CONST / STAUFFER HOUSE - T11 C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 20 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. d. BOT CHORD 2x4 OF -L #1 C-), WEBS 2x4 DFA Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC Ln @ 24.00' OC. 8C 0 72.00" OC. a PLATES DESIGNED FOR GREEN, LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. cn N O W4X4 E3 i v W1.5X4 • A O nom. 1-4-3 W C-3 W3X4 Ea w n � . w . +B-0-0 z _ - Lao owl TTE COUP -11 cam. I. 11-0-0 _I_ 13-0-0 _I 24-0-0 Over:2 Supports -J iii.�It..DiNG DEPARI _,C R-776 W-5.5" R-920 W-5.5' _,vvvvt 19 CA - 1 - - - F Scale —.25"/Ft. ES3lp,Er� TC LL •.,16.0 PSF REF R427--19239 N TC DL BC DL 10.0 7.0 o PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD ! `-MARBIMG— TRUSSES REQUIRE ESTRENE CAME II FABRICATION, HANDLING. SNIPPINS, INSTALLING AND CT DRACIRG. REFER TO RID -91 (HANDLING INSTALLING ARD BRACING). PIOLISUED BY TPI (TRUSS PLATE [T 0.0 INSTITUTE. 683 D'ONOFRIO DR.. SUITE 200. NAOISOI. MI S3719). FOR SAFETY PRACTICES PRIOR TO [T * fEVaTHING THESE FUNCTIONS. UNLESS OTIfRY1S[ INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED r.. PSF STOIC ORALPANELS. BOTTOM CHORD SMALL RATE A PROPERLY ATTACKED RIGID CEILING. ' DUR.FAC. ""IWORTANT"" FURNISH A COPY OF THIS DESIGN TO TR[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED r « ' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN: ANT FAILURE TO 091LD THE TRUSSES IN CONFORMANCE WITH Tfl: OR FABRICATING. HANDLING. SKIPPING. INSTALLING AND A L P I N E BRAC114 OF TRUSSES. TtlIS DESi6N CONFOEMS MI TO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '•,z,� SPECIFICATION PUBLISHED 61 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • •� COIIECTORS ARE MADE OF 206A ASTM A655 )RAO GAIT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO «-a ' A l,,;,,�y..,,;,,e.,.'d �W— �+W-�SRQBIOGp2a,�CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRAMINGS 160 A-1. THE SEAL 01 THIS OWING INDICATES ACCEPTANCE OF PROFESSIONAL 11919FERINS R[SP015161L ITV SOLENT FOR THE iIlUS1 COMPONENT OFSt6N SHOWN. THE SUITABILITY AND NS[ Of THIS CONPOI.T FOR ANY PARTICULAR BUILDING IS IN[ RESPONSIBILITY OF THE BUILDING DESIGNER. PER A. 101TF1 1.1995 SECTION 2. _,vvvvt 19 CA - 1 - - - F Scale —.25"/Ft. ES3lp,Er� TC LL •.,16.0 PSF REF R427--19239 N ell '99 TC DL BC DL 10.0 7.0 PSF PSF DATE 06/07/99 DRW CAUSR427 99158016 7O 1* 6*>:001 BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 33.0 PSF SEON - 13954 ' DUR.FAC. 1.25 FROM KD SPACING 24.0" LLHO-BILLSON CONST / STAUFFER HOUSE - T12 COM • ITOP CHORD 2x4 DF -L #1 d, BOT CHORD 2x4 OF -L #1 c-)- WEBS 2x4 DF -L Standard co cam: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. • ca N • O • z W04 eBr W1.5X4 v . A a 1-10-9 A nW4 W2.° W W - z • z w THIS OUR PRFPARFII FRRN FRMPIITFR INP11T IIRAOC I nINFNCTANCI f11RM1TTI:n RY 10IICC MFD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC. BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z 1*2-0-ftJ a L _9-11-4 _I� 13-0-0 22-1174 Over.2 Supports R-741 R-885 W-5.5- N o PLT TYP. Wave TPI -95 R Design Criteria: TPI S" 'IMAM IMG- TRUSSES REQUIRE EITIEHE CME 18 FABRICATION. HANDLING. SHIPPING. INSTALLING AND C" BRACING. REFER TO BID -911 (HANDLING INSTALLING AND BRACING). PUBLISHED BF TPI (TRUSS PLATE O INSTIT1 GBS O'ONOfI10 DR.. SUITE 200. MADISON. W1 63719). FOR SAFETY PRACTICES PRIOR TO C PERfOA.II6 THESE f0ICT101S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED „� STRICTURAL PANELS. 007TON CHORD SMALL HAVE A PROPEALT ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY Of THIS OESIGI 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �- PRODUCTS. IIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 015169; ALIT FAILURE TO BOILD TIE TRUSSES 1N CORFORHANCI WITH TPI; OB FABIICATINO. MANGLING. SHIPPIGG. INSTALL116 ARD A L P I N E BGACIIL OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN '7--. SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AHD PAPFR ASSOCIATION) AND TP1. ALPINE COIIECTORS ARE RADE OF IDEA ASTM A553 OR40 GALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS. AND OILISS OTHERNISE LOCATED Ol THIS DESIGN. POSITI01 CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EI6IREFRING Alpine p,.� mvd P�w� Im. BE SFONSIBILITY SOLELY FOR TRE TRUSS COMPONENT BESIDE SHONA. THE SUITABILITY AND USE OF THIS S��en+�o.A9592a COM70MEIT EOR AMT PARTICULAR BUILDING IS INE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJT►1 1.1995 SECTIOR E. _ y 4 19 E E N '99 5 `aoaom Tl;� &JnE COUNI 1 t `t iLDIN% DEPA-0 a CA - 1 - - - F Scale -.25"/Ft. TC LL 16.0 PSF REF R427--79240 TC DL 10.0 PSF DATE 06/07/99 BC DL 7.0 PSF DRW CAUSR427 99158017 BC LL 0.0 PSF CA -ENG AEB/CWC TOL LD. 33.0 PSF SEON - 13957 DUR.FAC. 1.25 FROM KD SPACING 24.00 B:ILLHO-BILLSON CONST / STAUFFER HOUSE - T13 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 d. BOT CHORD 2x4 DF -L #1 Cl"i WEBS 2x4 OF -L Standard - PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C3. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 s N O z. W1.5X4 M 4-3-9 W2. 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. 01 -0-0 L_ -2-0-0--.j (, 5-1-4 I 13-0-0 J tWTTE COUN 1 1 18-1-4 Over 2 Supports- l@9�a DEP,�I a i iE�y R-580 R-727 W-5.5" POGlF•,,; T TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - - F Scale'-.375"/Ft. YARNING- TRUSSES REOWIRE EITREHE CARE 16 FABRICATION. HANDLING, SHIPPING, INSTALLING AND �E TC LL 16 0 PSF REF 842 7--7 9242 Qj �) BRACING. REFER TO SIB•91 (HANDLING INSTALLING AND BRACING)• PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'ONOFRIO ON., SU17E 100, MADISON, HI S3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TBCS[ FUNCTIMS. UNLESS OTHIRWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED wA yam. TC DL 10.0 PSF DATE 06/07/99 07 Ems", ALPINE STRUCTURAL PANICS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SBALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO, BUILD THE TRUSSES IR CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AHO BRACING OF TRUSSES. THIS DESIGN CONFORMS BITH APPLICABLE PROT131ONS OF SDS (NATIONAL DESIGN 'f0 .9 y� rAM5 Rr BC DL BC LL 7.0 PSF 0.0 PSF DRW CAUSR427 CA -ENG AEB/CNC 99158018 •�,,,�' .--� SPEC IFTCATION /SSLISNED ByTHE AMIRICAN FOREST AND PAPER ASSOCIATION) AAD TPI. WINE CONNECTORS ARE NADI 01 tOGA ASTM A653 GRAD UAV STEEL. ESC(►T AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAM. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING M• # TOT. LD. 33.0 PSF SEAN - 13959 D U R FAC 1.25 FROM K D p"•,td pmdN�� , P�•,,,;,,SN�mtgCA9s828 RESPONSIBILITY SOLELY FOR TOE TRUSS COMMENT DESIGN SHOWN . THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1P9S SECTION t. r ` . . SPACING 24.D° (B,ILLHO-.BILLSON CONST / STAUFFER HOUSE - T14 COM) ITOP CHORD 2x4 DF -L #1 .�. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard u� a: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. `E W2. 5X4 0 N C= 6-8-8 W1.5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. • L-2 - 0 - 0-- ` 13-3-5 Over 2 Supports_ R-402 R-571 W-5.5' C=D PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 ~( "MARNIMG" TRUSSES REOU121 EXTREME CARE 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND . p� BBACIHG. Nf►ER TO HIO -91 (HANDLING INSTALLING AND BRACINS). PUBLISHED BY TPI (TRUSS PLATE QX INSTITUTE, SOS D'OROfRIO DR.. SUITE 200. MADISON. 91 STil9). FON SAFETY fRACTIC(S PRIOR TO [SA PERFORM& THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ^. STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: at FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIORS OF RDS (NATIONAL DESIGN :2: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTti _ - EACH FACE OF USS, ANDOF EorA UNLESSTM A6S3 OTHERWIS[A0 GALV. LOCATED 00ETHISEICEPT AS NOTED. AFFLY DESIGN. POSITION CORNECTORSNPEROtS TO DRAWINGS ISO A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING et*REngbieatd Ptodwm,Iam RESPONSIBKITT SOLELY FOR TME AUSS CORPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SaanDRP�o � 95MB COMPONENT FOR ANT PARTICULAR OUILOltB IS THE RESPOMSIBILITT OF THE BUILOING DESIGNER. PER ANSI/TPI 1.19f5 SECTION 2. -+8-0-0 JJTTE =A-# N 1 -WILDING DCPAR NMEN ` ®v` 19. CA - 1 - - - F FESbyp,� 1 TC LL 16.0 PSF • C��4. •99 TC DL 10.0 PSF BC DL 7.0 PSF 5 � � ia0fD01 BC LL 0.0 PSF TOT.LD. 33.0 PSF t DUR.FAC. 1.25 SPACING 24.0" Scale —.375"/Ft. REF R427--79244 DATE 06/07/99 DRW. CAUSR427 99158019 CA -ENG AEB/CWC SEON - 13971 FROM KD aILLHO-BILLSON CONST / STAUFFER HOUSE - T15 MONO ITOP•CHORD 2x4 DF -L $1 b• BOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard rn Q PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. co N O z. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC (� 24.00. OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 a W 1 . 5 X 4 6 r-- 4-6-24 Ej -0-0 W2.5X4 ! W2X4(Al) cm L-2-0-0--IJ ---8-5-6 Over 2 Supports— R-418 N-5.5' R-251 N AL PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 YARNING" TRUSSES REDUIRE EXTREME CARE 11 FABRICATION, HAIDLING. SHIPPING, INSTALLING AND pal BRACING. REFER TO $18-91 (HANDLING IRSTALLIIIG ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE 01 RDUTSE 53719). FOR SAFETT PRACTICES PEFONNSG THESEFNCTIONS. UNLESS OTHERWISE TOPCHORDSSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. •'IMPORTANT"' 'URA ISM A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L� PRODUCTS. INC. SMAII IGT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD 711 TRUSSES 11 COlFORMANCE WITH TPI; OR FADAICATING. HANDLING. SRiPPIRO, INSTALLING AND BRACING OF TRUSSES. THIS 01 1111 CONFORMS WITH APILiGBIE P0.0YISlOM3 OF tlDS (NATIONAL DESIGN 'm. SPECIE [CATION PURI ISNF0 BY THE AMERICAN FOREST AKD FAFIR ASSOCIATION) AND TPI. ALPINE (� CONNECTOAS ARE MADE OF EOSA ASTM A657 6140 GAIN. STEEL, 11CIPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION COMIECT04S PER DRAWINGS 160 A-E. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROIISIIONAI EN6UE[NING �� l� � RESP ONS(B1ITY SOL[LY FOR 7NE TRI COMPONENT DES S10YW. THE SOITABIL ITY ANO USE OF THIS CONPOWENT FOR ANY PARTICULAR BUILDING IS TIE RESPOKSIIIL171 OF THE BUILDING DESIGNER. PER ANSI/TPI 3.1996 SECTION 2. TIS L.^+.t'c 0,E-Pfiii ®VLEE 0 19. CA - 1 - - F Scale —.375'/Ft. SEE F. 19C9 i8DrlOOi �F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF, TOT.LD. 33.0 PSF REF R427--79245 DATE 06/07/99 DRW CAUSR427 99158020 CA -ENG AEB/CWC SEON - 13966 DUR.FAC. 1.25 FROM KD SPACING 24.0' LLHO-BILLSON CONST / STAUFFER HOUSE - T16 MONO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP' CHORD 2X4 DF -L $1 b, BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o . N X� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I b. CAD N O W1.5X4 W ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD, IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC ® 72.00. OC. DEFLECTION MEETS,L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4 vel TC. 6 r � - 2-1-14 A O a- -0-0 wW1.5X4 W w W2X471) � - w z ' c.s z w w L -Q -2-0-0-1J Q 1 3-7-7 Over 2 Supports _( .I R-285 W -5.5"R-66 N - . o PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 -WARNING •' TRISSES AE00IRE EXTREME CARE IN FABRICATION, RANKING. SNIPPING. INSTALLING AND CTI OAACIR6. AEFIR TO HI1•91 1HAADLi16 INSTALLING AND BNACING), PUBLISHED BY bl (TRUSS PLATE pT IN11ITNTE. SBS D'ONOfAlO OR.. SOI T[ t00. MADISON, NI S3719). FOR SAFETY PRACTICES PRIOR TO p� - PEBFOANING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACMED ---. STRUCTIRAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT-- FURNISH A COPT OF TYIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C� PRODUCTS, INC. 'SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS CLAIMS: ANY FAILURE TO ALPINE 80 3 L0 TBE TAUSSES IN CONFORMANCE YITN TPI; OA FABRICATING, HABOLING. SMIPPINS. INSTALLING AND BRACING Of TAU S[N. IN OLSI6N CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 7HE-ANtRICAN FOREST AND PAPER ASSOCIATION) AID -TPI. ALPINE CC AECTDNS ARE MADE OF tOGA ASTM A663 GRAD GALV. STILL. EXCEPT AS NOTED. APPLY CONNECTORS TO �i EACH FACE OF TRUSS, MO USLESS OTAENRISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•l. THE SEAL ON TATA DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING "D P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILITV AND USE OF THIS $NQNN1 d% CA 95aU COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDINO DESIGNER, PER ANSI/TPI 1.1915 SECTION t. I rig ulw. BALDING DEPARDo Et, il SPR) l9. s5/p, W. 199 * CA - 1 - - F 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 Scale -.375"/Ft. REF R427--79247 DATE 06/07/99 DRW CAUSR427 99158021 CA -ENG AEB/CNC SEQN - 13968 DUR.FAC. 1.25 FROM KD SPACING 24.0' flTLLHO-BILLSON CONST I STAUFFER HOUSE - T17 Tulc nun ODCDADcn QDnUl r0N011TCD -0117 nn.ne . ITOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. d• BOT CHORD 2x4 DF -L #1 WEBS 2z4 DF -L Standard 1N LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC 0 72.00" OC. Q: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, I10 PSF BC LIVE LOAD PER UBC. ca N D W4X4 E-• C-3 A • p a ts.. A . w a w w z cS z ' w Tib +8-0-0 • 13-0-0 I 13-0-0 - I 26-0-0 Over 2 Supports NG R-970 W-5.5' R-970 W-5.5''' 1.P Yf N - PLT TYP. Wave TPI -95 R Design Criteria: TPI S' *YARNING— TRUSSES REQUIRE EITNEME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AYD A7� BRACING. REFER TO NIB •91 (RMOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITIITL, SDS D'OYOFIIO DR., SUITE IOD, MADISON. N1 53)10). FOR SAFETY PRACTICES PRIOR TO Y,7) PERFORMING THESE fO11 11j DILE SS 11111 WISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ---1 STRUCTURAL ►AIELS, BOTTOM CHORD SRALL BASE A PROPERLY ATTACHED RIGID CEll ING. 1 MPORTANT'-' FURNISH A COPY OF THIS DESIGN TO THE IISTALLATION CONTRACTOR. ALPINE ENGINEERED Com- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F40H THIS DESIGN: ANY FAILURE TO BUILD THE TNOSSES IN CON►OANANCE WITH TPI; 04 FABRICATING. HANDLING, SNIPPING. INSTALLING AID ALPINE BRACING Of TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OES16R �i SPECF ICATIOI PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TIL ALPINE .'� CONNECTORS ARE HOE Of FOGA ASTM AGS! 6410 OALV. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, MO UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER DRAWINGS 160 A-1. THE SEAL 01 THIS DIANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 'Alpin Ehaintend ptodeCtS. 1= 4ESPONSIB(l1TT SOLELY FOR THE TRISS COMPONENT DESIGN SNONN. THE SUITABILITY AND USE Of THIS SBcammt% CA 95828 CDMPONEIT fOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSIfT►I 1.1905 SECTION L. AWLZ FES�lp, TC LL 16.0 PSF I*. Co_ 4#1 TC DL 10.0 PSF 99 BC OL 7.0 PSF C43B45 INS 8C LL 0.0 PSF TOT -LD. 33.0 PSF DURJAC. 1.25 , SPACING 24.0' Scale-.25"/Ft. REF R427--79234 DATE 06/07/99 DR W CAUSR427 99158013 CA-EN.G AEB/CWC SEAN - 13945 FROM KD (41LLHO-BILLSON CONST / STAUFFER HOUSt - 118 HIPStl b-bU) TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #18Bet.: BOT CHORD 2X4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.](FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. IMI3 UNG rKtYAKCU VKUn LunruILK Inrul (LUAU3 a UlntM31U113) 3UHnl11LU Of InU�a rm . ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. X18 W4X6 ® W3X10 a W4X4 sa W 4 X 6 `. T2 6 r 6 8-0-0 W4X4 Ea W1.5X4 W HS2512 Em W4X4 a W3X10(83) W2.5X4 Ea W3X10(B3) e L*2-0-O,y I_ 6-0-7 1_ 14-3-1 . 5-8-8 _1LDING DEPA- i '.4-ENY- R-1865 W-5.5' 26-0-0 Over 2 SUPPOrtS s� R-1863 W-5.5 PLT TYP. High Stren th.Wave TPI -95\R Design Criterla: TPI STD 19. CA - 1 - - F Scale -.25' Ft. "WARNING' TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REF[N TO 016.91 (HANDLING INSTALLING ARD BRACING). PUBLISHED BY YET (TRUSS PLATE E --.v TC LL 16.0 PSF REF R427--79250 INSTITUTE. HES DFUNCTION DR.. SUITE 200, MADISON, YI $7119). FDA LL KAT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO► CHORD SHALL NATE PROPERLY ATTACKED W. /�� ([`� `vlAW_ TC OL 10.0 PSF DATE 06/07/99 STRUCTURAL PARELS, BOTTOM CHORD SNALI NATE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT• FURNISR A COPT OF THIP DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 199 BC OL 7.0 PSF DRW CAUSR427 99158022 ALPINE PRODUCTS. INC. SRALL NOT BE REVONS]Bl[ FOR ART OEY IATI01 FROM Ttl15 DESIGN; ANT FAILURE TO BUILDTGE TAUff[S IN CONFORMANCE PITY TPI: OR FABRICATING. NANDLINO. SHIPPING. INSTALLING AND BRACING OF TRNSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S M i BC LL 0.0 PSF CA -ENG AEB/CWC SEON - 13976 A710 MAO" REDEBOGA ASETH A613 U40 QALY. STU L. ETCEPTAMERICAN FOREST AND PAPER IASI NOTED. ON) AND TAPPLY ACONNECTORS TD COYNfC70SP EC I FILPINE # * TOT,LD. 33.0 PSF EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D UR .FAC . 1.25 FROM KD DRAWINGS 160 A•7. THE SEAL ON THIS DRANINB INDICATES ACCEPTANCE OF PROFESSIONAL E061NEERING Alpine AESDONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOY1. THE SUITABILITY AND OSE OF TRIS SPACING 24.0' �cA95a28 , . MRP%TPITIF199AN3[CAROiICULAR BUILDIRG li T0[ RESPOMS161lITI Of TILE BUILDING OESIGIER, PER (QILLHO-BILLSON CONST / STAUFFER HOUSE - ISGE1 T19 DTC TOP CHORD 2x4 Of L1 d, BOT CHORD 2x4 DF -L #1 C—� WEBS 2x4 OF -L Standard N N . PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, o" (NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS `D CD122 OR CD123 FOR GABLE REQUIREMENTS. N o (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD z WITH -2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL PLATES AS -SHOWN. W4X4 8 H 6 r U - WU5,0 a •. w ca (K) w a w z W3X5 F=- W3X8 a c� W3X5 = z w w ' z THIS OHG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC Q 24.00. OC- BC. 0 72,00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 W3X5 W3X5 s (KI . 8-0-0 W3X5 =rj Cn T .e' �- I o Lr 5-8-8 _I_ 5-8-8 _I I --11-5-0 Over 2 Supports R-759 W-5.5• R-759 W-5.5' N Note: Al Plates Are W1.5X4 Except As Shown. C=3 PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 —I— , --I 'YARNING.- TRUSSES REON]RI EITHER CARE 1N FABRICATION. HANDLING. SHIPPING, INSTALLING AND CT BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O0 INSTITUTE. $BS O'BN01R1D DR., SOITI [00, MADISON, NI 11119). NOR SAFETY PRACTICES PRIOR TO 07 PERFORMING TNESI FUNCTIONS. UNLESS OTAII4.SA IROICATE'D. TOP CHORD SHALL HAIL PROPERLY ATTACHED r.. STRDCTUAAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEIREO PRODUCTS. INC. SNAIL NOT BE RESPONSIOLE FOR ANY DEVIATION FLOM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THI TRUSSES IN CONFORMANCE tlITH TP 1: OR FABRICATING, HANDLING, SMIPPIBO, INSTALLING AND BRACING OF TRUSSES. THIS DES 161 CONFORMS KITH APPLICABLE PROVISIONS OF IDS (UTIONAL DESIGN .7-. SPECIFICATION FOIL 1$81D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE =3 CONNEC70AS ASI MADE OF [GGA ASTM A6S3 GA40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO .--.� TACO FACE OF TRUSS, AMD UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRANIHGS 160 A-1. THE SEAL ON THIS CHARING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING F,,,,,,�,,.,,L 0.LSPONSIBIl rr SOLELY ►OR THE TRUSS COMPONENT DESIGN SHOYN. IBL SUITABILITY AND USE OF THIS � � � 9producuImo' COMPONENT FOR ANY PARTICULAR BUILDING IS TME BESPOHSIBIl1TT OF THE BU►LDI NG OES.1NER, PER ALS1 /TPI 1.1995 SECTI OM E. '99 1* 63M CA/ -/1/-/-/-/F 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 24.04 Scale —.315`/Ft. REF R427--79252 DATE 06/07/99 DR W CAUSR427 99158025 CA -ENG AEB/CWC SEON - 13989 FROM KO (RILLHO-BILLSON CONST / STAUFFER HOUSE - T20 COM) TOP CHORD 20 DF -L $1 BOT CHORD 2x4 DF -L #1 C—)- WEBS 2x4 DF -L Standard r\i :Lt Slider 20 DF -L Standard: BLOCK LENGTH — 1.500' `l�3 :Rt Slider 2x4 DF -L Standard: BLOCK LENGTH — 1.500' I1' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. H! 6r— 6 o ` W3X4 2 W3X4 O _cam ca -T- 0-9-3 0-9-3 0- 3 -8-0-0 - z W1.5X4 II TT z W3X4 (E3) a W3X4 (E3). >� w W3X6(E3) W W3X6(E3) IU ' w z I_ 4-10-8 _I_ 4-10-8 Q • I 9-9-0 Over 2 Support's R-322 W-5.5• R-322 W-5.5" C73 N o PLT TYP. Wave TPI -95 R Design Criteria: TPI(S• WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAEOLINS. SHIPPIRG. INSTALLING AND C3,3 51AC1NG. 'I 583 TO tl11-Nl (BAYOU NG IASTALLIIG AND BRACING). PROLISXED BY TPI (TRUSS PLATE t77 115TITUi[: 583 0.OXO'a 10 DR.. SUITE 200. MADISON. NI 53710). 104 SAFETY PRACTICES PRIOR TO C73 PERFORMING THESE FUNCTIONS. UNLESS 07HERIIISI INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �-+ STRUCTURAL PANELS. BOTTOM CEDED SHALL NAVE A PROPERLY ATTACHED 21010 CEILING. ••IMPORTANT— FU2NISH A COPY OF THIS DESIGN TO THE INSTALLATION COITRACTOR. ALPINE ENGINEERED C—: PRODUCTS. INC. SMALL NOT BE RESPDIISIBLE Fax ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE 1UILD TEE n10SiE5 IN COEFOHNANCE NIT" IF OR FAB III CATING. MANDLISB. SHIPPING, INSTALLING AND BRACING OF TRUSSES. TN IS BESIGI 1102 US VITO APPLICABLE PAOVISIONS 0► NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TOE AMERICAN FOREST AAD PAPER ASSDCIATIOR) AND TPI. ALPINE .`� CONNECTORS ARE MADE OF 20CA ASTM AGS3 GR40 &ALP. SIM. EXCEPT AS NOTED. APPLY CONNECTORS TO ^+ [ACM FACE OF TRUSS. AND ONLESS OTNEAVISE LOCATED OH THIS DESIGN. POSITION CORRECTOAS PER DIAVINGS IGD A -I. THE SIAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREERING •Ipin Ea&c..�.N % Im AES►ONSIBILITY SOLELY FOR THI TRUSS COHPONLRT DESIGN SHOWN. TUC SUITABILITY AND OSE OF THIS "•Y 6`�� 95 8 COMPONENT fOR ANY PAR71CULAN BUILDING IS THE 8ISPONSIBILSTT OF INC BUILDING DESIGNER. PER AV IITPI 1.1925 SECT104 2. 1a0 Ike NUiLi.L:NI i6.D i..PARY PV•0�r, q Scale.—.375"/Ft. REF R427--79254 DATE 06/07/99 DRW CAUSR427 99158023 CA -ENG AEB/CWC SEON - 13991 FROM KD CA - 1 - -/-/F ifEs TC LL 16.0 PSF Aw•C,E TC OL 10.0 PSF 99 'O BC DL 7.0 PSF LC43BAB BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0* Scale.—.375"/Ft. REF R427--79254 DATE 06/07/99 DRW CAUSR427 99158023 CA -ENG AEB/CWC SEON - 13991 FROM KD (QILLHO-BILLSON CONST / STAUFFER HOUSE - T21 COM) TOP CHORD 2J4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS ONG 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 @ 72.00" OC: -a' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N 1PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. X. I ca N O W4X4 6f �6 W2.5X4 9 W2.5X4 4 ra w 1-12-2 1-2-2 :.cam}8-0-0 w lT z W3X8 m CZ:l W1.5X4 IY W1.5X4 M w w z . 1 4-0-10 I 4-0-10 —8-1-4 Over 2 Supports..--� R-267 W-5.5" R-267 W-5.5" N - – PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 —WARNING •• TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND 471 BRACING. REFER TO NIB -21 INANDIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .� 11STITOTt. SB! O'ONOFRID ON.. SUITE 200. MADISON, NI S3719). FOR SAFETY PRACTICES PA10R TO Q7 PERFORMING TNESI FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALL HAVE PROPERLY ATTACHED r, STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WEIR TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING AND ALPINE BRACt.9 OF TRUSSES. THIS DES IGA CONFORMS V17H APPLICABLE PROVISIONS Of NDS (NATIONAL OESIGN Z SPECIFICATION POILISHFD RT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORWECTONS NE MADE OF 206A ASTR A653 6240 RALY. STEEL, EECEPT AS NOTED. APPLY CONNECTORS TO ti EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TRIS DESIGN. PDSJTION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL 02 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING el,,:,,. Pidh I= RES►ONSI/It1TT SOLELY FOA THE TAISS COMPOIENT 015165 SHOWN. THE SUITABILITY AND USE OF THIS SMR81»Gi1f0 CA 95>@B COMPONENT 104 AN: PARTICULAR BUILDING IS THE RESPOISlaILSTY OF THE BUILDING DESIGNER• PEA ANSI/TPI 1.1991 SECTION 2. D 19. CA - 1 - - - F Scale —.375' Ft. ES TC TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--79255 DATE 06/07/99 DRW CAUSR427 99158024 CA -ENG AEB/CWC •SEON - 13993 OUR.FAC. 1.25 FROM KD SPACING 24.0' HO-BILLSON CONST / STAUFFER HOUSE - T22 MONO G TOP 'CiiORO 2x4 DF -L g1 BOT CHORD 2x8 DF -L #1 WEBS 20 DF -L Standard cam: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. n RECOMMENDED CONNECTION FOR 26-0-0 TRUSSES FRAMING TO THE BOTTOM c"I CHORD @ 24 0. C. SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. C= z W1.5X4 10 W5X4 (R) s 6 r Li •V A -,O �a a -rQr 934 W4X4(A1) IT: W3XIO.IU W4X4� �w *w - z z - w w ' z X2 -0-0--->j 6 I Fe—�-0-0 Over 2 Suppo.rts--� R -1S79 W-5.5' R-1276 cli CV THIS DWG PREPARED FROM COMPIITFR INPIIT FI nAnc R nTMCVIcTnNcl GIIRMlTTCn Dv TDUCC NCD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00" OC. GIRDER SUPPORTS: 26- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 3-4-3 A a -O -O T-rE CCqjN i t PA R V EN o PLT TYP. Wave TP[ -95 R Design Criteria: TPI STD 19 CA/ -/l/ -/-/-/F, Scale —.375m/Ft. Qj ••WARWING-- TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NEFEN TO ■10.91 (MANOLIN6 INSTALLING AND BRACING). 1 -BUSHED BY TPI (TRNSS PLATE [ TC LL 16.0 PSF '' REF R427--79222 [Z) INSTITUTE. 307 D'ONOFRIO DB.. SD ITE E00. MADISON. NI 5]779). FOR SAFETY PRACTICES PRIOR TO /• �V -'Y p) PERFORMING THESE FVNCTIONS. UNLESS OTNERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED W. TC DL 10. 0 PSF • DATE 06/07/99 STRUCTURAL PANELS. BOTTOM CHWID SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *99 ' L� PNODUCTS. INC. SHALL NOT BE RESPOVSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMT FAILURE TO BC DL 7.0 PSF DRW CAUSR427 99158008 A L P I N E BUILD $&ACI■GHOF7NUSSES 7 USSES,■ CDTHISMANCE DESIGNI7M TPI: OR FABRITING. HANDLING. CO FOINS WITH APPPLICABLE PROVISIONS SOF►NDS (NATIONAL OIDESIGN �� BC LL 0.0 PSF CA -ENG A E B / CW C :2: ,:2:=Z4 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) An TPI. ALPINE ►•-a CONNECTORS ARE RADE OF 20"ASTM A653 G140 GALS. STEEL. ENCEPT AS NOTED. APPLY CONNECTORS TO EACH TOT, LD. 33.0 PSF SEQN - 13907 e1,,,.,� `"� p �� cr�95ats FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .RAVINGS 160 A-1. THE SEAL ON THIS ONANING INDICATES ACCEPTANCE OF PROFESSIONAL 126INEEKING COMPONENTILE ( FDAYANYLELY PARTICOLAI BUILDING IS THETRUSS TDESIGN RESPONSIBILITY OF THE BUILDINGWN. THE iTV AND DESIGNERSEPEA THIS ANSI/TPI 1.1995 SECTION E. �L�q NNIv OUR. FAC. 1.25 FROM KD SPACING 24.0' (ELILLHO-BILLSON CONST / STAUFFER HOUSE - T23 MONO GIRO) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DFMERSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 80T CHORD 2x8 DF -L SS WEBS 2x4 OF -L Standard IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC cn 0 24.00" OC, SC 0 72.00' OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. GIRDER SUPPORTS: 24- 6- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co -- RECOMMENDED CONNECTION FOR 24-6-0 TRUSSES FRAMING TO THE BOTTOM `IICHORD 0 24' O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99. 0 W1.5X4 1Q W1.5X4 6 r H 3-4-3 v T A #O - �PG sTs. 0-0 A tW W4X4(A1) EB W2.5X4 :w �W L-2 -0-0—J ,,UTI t COut,.ji �. tli.JILOIN a DEPARTMI E ." - 0 Over 2 Supports � �" R-1501501 W-5.5' R-1206 W=5.5' - C.V - - - N s o PLT TYP. Wave TPI -95 R Desion Criteria: TPI STD) 19. CA/ -/11-/-/-'F Scale = 375"/Ft -NARNING` TAOSSES REQUIRE EXTREME CARE IN FAONICATIOH. HANDLING. SHIPPING. INSTALLING AHO CSA BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C7) - INSTITUTE. SM O'ONOFRIO OR.. SUITE 200. MADISON. NE 50719). FOR SAFETY PRACTICES FRIOR TO CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ---� SYNUCTURAL PANELS. 00170% CHORD SHALL HAVE A PROPERLY ATTACHED 81610 CEILING. -IMPORT WT-- FURNISM A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A� PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FNON THIS DESIGN: ANY FAILURE TO A L PINE BNILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SDIPPIAG. INSTALLING AND BNACL6 DF TRUSSES. THIS 019208 CO..DRN3 HET. APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN �-+ SILCIFICOFI DH IUBL I6HEO NY TtlL ARERICAN FOREST AND PAPER ASSOCIATION) AND DL ALPINE `•-� CONNECTORS ARE 11ADE Of SODA ASTM A653 61140 GALT. STEEL. INCEPT AS NOTED. APPLY CONNECTOAS TO EACH FACE OF TRUSS. AND ONLESS OTHEANISE LOCATED ON THIS DESIGN. POSITION CORIECTORS PE0. DRAWINGS 160 A•1. THE SEAL 01 THIS DRAIIRG INDICATES ACCEPTABCE Of PROFESSIONAL EAGIIEERIN6 AIDIDD F-nginR,dUR,4410G RESPONSIBILITY SOLELY FOR THE TAM COIEPONINT DESIGN SHOWN. THE S9ITABILITV AND USE OF THIS 9BC74sucalIk CA 95828 CONP0119T FOR AAV PARTICULAR BUILDING IS THE RESPONSIBILITY OF 781 BUILDING DESIGNER. PER ARSI ET/T 1.1995 SECTION 2. pfE=LT�pI�,� W' E4 TC LL 16.0 PSF C, 199 "d �s TC DL 10.0 PSF �443845 BC DL. 7.0 PSF l BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0` REF R427--79223 DATE 06/07/99 DRW CAUSR427 99158009 CA -ENG AEB/CWC SEON - 13911 FROM KD (BILLHO-BILLSON CONST / STAUFFER HOUSE - T24 CORNER GIRD TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L $2 :B2 2x6 DF -L #l: WEBS 2x4 DF -L Standard :W5 2x4 DF -L #1: co PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS C-1) ------- DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) N BC - 132 LB Conc. Load at 3.62 BC - 504 LB Conc. Load at 8.45 z BC - 806 LB Conc. Load at 13.28 BC - 1116 LB Conc. Load at 18.11 BC - 1482 LB Conc. Load at 22.93 (H)RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD (ONE TO EACH FACE OF GIRDER): SIMPSON SUR/L26. SEE SIMPSON CATALOG C-PT99. (1) REV 06/08/99 AEB HANGER NOTES W4X4,0 5.55 r W2.5X4 e . A o ' �a a . A W a W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00° OC, BC ® 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. THE (C)BOTTOMECHORDCONNECTION EACHFOP FACE): SIMPSONFRAMING FROM SUR/L262- SEE SIMPSON CATALOG C-PT99. BOTTOM CHORD OF CARRIED TRUSS (T12) TO HAVE 2x6 x 12" DF -L $2 BLOCK NAILED TO BOTTOM CHORD AT HANGER WITH 10-10d NAILS. W6X6 - W4X6e a Ll - 1 5.55 w5 W2.5X4 l�z? W2.5X4 e W5X12A;? W1.SX4 11 T 1pq 48.- 0-0 z W4X12( 3) B W1.5X4 M W04= W6X6im W7X6(R) B z ,.U6# 1252# 403# w W (H) (H) (H) w W W4X4(R) 10 W2.5X4= W�5X6= W7X8� 17414 . f T cck-04f, � 14-0-14 11-10-14 l ii -.)I LOING DEP0,djRTA#g1'la ¢ J 25-11-11 Over 2 Supports R R-3513 W=5.5" -2242 N-5.5'• w CV N C7 C77 m z ti PLT TYP. Wave TPI -95 R De51 n Criteria: TPI S1 -WARRING- TRUSSES REQUIRE EITREME CME IN FABRICATION, MANOIItlO, SHIP PINS, IMSTALLIMG ANO IlA01NG. REFER TO NIS -01 (HANDLING INSTALLING AND ENACIIG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SOS 01080FRIO OR.. SUITE Co.7MADISON, Wl 53719). FOR SAFETY PRACTICES PRIOR TO PENFORN(NG THESE FUNCT101S. UNLESS OTHERWISE INDICATED, TOP CNORO SMALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RI6I0 CE ILIN6. _ "IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE V175 TPI: ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TROSSES. THIS DESIGN COIFOAmS WITH APPLICABLE PROTISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUIL If NEO By THE MINICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNfCTONS ARE NADE OF 20" ASTM A653 6140 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TOIS 0[flGtl, POSITION CONNECTORS PE0. DRANINGI 160 L-2. TGE SEAL 01 THIS CRANING INDICATES ACCEPTANCE OF'PROFfSS1ONAL ENGINE ERIY6 RESPOISIOILITT SOLELY FOR THE TRUSS COMPONENT 013161 SROWR. THE SUITABILITY AND USE OF THIS 3Ng0IDCND. CA 9P1o� Vie, Inc, COMPONENT FOR All PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.109S SECTION 2. l.A L I -I - I - I F W. TC LL 16.0 PSF TC DL 10.0 PSF Jun 08 99 i BC DL 7.0 PSF No 8 02 BC LL ' 0.0 PSF * TOT. LD. 33.0 PSF cm. OUR. FAC 1.25 �OF'CN1 SPACING 24.0" Scale -.25"/Ft. REF 8427--79256 DATE 06/07/99 DR W CAUSR427 99158028 CA -ENG AEB/GWH FSEON - 14002- ROM KD This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. i HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityofthe installer (builder. building contractor licensed contractor erectoror 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 structure 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, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DA11GEr'2: A DANGER designates ,a condition Awh?re failure to follow instructions o- 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 coulc result in Jsevere personal injury or damage .o strictures.. '494 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 invoved, be presented asa guide fcrthe use of a qualified building design aror installer. Thus, the Truss Plate Igstitutr, Inc. expressly disclaims any responsibiliy for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and ot,iers. Copyright © by Truss Plat? Instiute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without writ<:eg pemission of tie publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. AN trusses assumed Von -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. . .TRUSS STORAGE": CAUTION: Trusses should nolbe 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 bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the . bands. Do not use damaged trusses. A CAUTION: Trusses stored vertically should be braced to prevent toppling or toping. ADAMGER: Do not store bundles upright unless properly braced. Do not break bands until bund -.es are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying `lat is extremely dangerous and should be strictly cohibitgd. Frame 1 Diagonal brace also required on end verticals. — Top chords .hat are laterally brmced can buckle -togetherand causecollapse ife ere is no Jiago- nal bracing. Diagonal bracing:should be nailed to the underBie.e of the top,chctd when ;:urlins ;are attached to thetopside of :,,%e top chord. MONO gig PLUMB Truss depth 13(in) 12 3 or /I--9., greater 114 -,bv.>" All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required I �10' or Greater Attazhment Required 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" rJa=imum 1z plumb Misplacement Line INSTALLATIONITOL 12' 1 Up to 24" 1 3/12 1 31 1 17 1 12 2' 3W Over 24' - 42' 1 3' f 1 10 1 6 4' so, Over 42' - 54' 1 3/12 1 61 1 6 1 4 6' EV173 Over 54' 1 See a registered professional engineer 2" 1 DF - Douglas Fir -Larch 108" SP - SoutV ei n Pine C1. HF - Hem -Fir SPF - SprLce-Pine-Fir 4 0* g,ti be Diagonal brace also required on end verticals. — Top chords .hat are laterally brmced can buckle -togetherand causecollapse ife ere is no Jiago- nal bracing. Diagonal bracing:should be nailed to the underBie.e of the top,chctd when ;:urlins ;are attached to thetopside of :,,%e top chord. MONO gig PLUMB Truss depth 13(in) 12 3 or /I--9., greater 114 -,bv.>" All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required I �10' or Greater Attazhment Required 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" rJa=imum 1z plumb Misplacement Line INSTALLATIONITOL 12' 1 1/4" 11 24- 1/2" 2' 3W 3/4" 3' 48* V 4' so, 1-1/4" 5' 72" 1-1/2" 6' EV173 4" 7 E6" 2" 1 8: 108" 2" 1 9' M Length L(in) ........... t Lesser of L/200 or V — L(in) L(in) Lesser of U200 or 2" .............. . A::%t;� L V200:R V 16.7 50" 14" 4.2' 300" 2 100"I 2" 8.3' 150" 3/4 2.5' .............. . A::%t;� L 200" V 16.7 250" 1-1 4 f-'1 20.8' 300" 2 KO OLT-OF-PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A on unbraced trusses. Frame 6 i Continuous TOP CHORD `"3 Lateral Bracl TOP CHORD. DIAGONAL BRACE;; MINIMUM; LATERAL BRACE SPACING DB ' SPAN DEPTH SPACING(LBs) #trusses net bracing. Diagonal bracing should be nailed Up to 32 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 - Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I ei \�e� L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous ` CHORD TRUSS °°`' Top Chord Lateral Bracl Required Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- 10° net bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are s ; tial for stability and must be d�catei both ends of the truss system. =45° Attachmer Required 20' io(DB� 99a SPF�h@ 2 o.p• `e0.6 oD� 9rL AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Topchords that are laterally braced can buckle •i togetherandcausecollapseiflhereianodiago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the top chord. Is 30, �. sea ►' ��%I%. All lateral / braces lapped at least two trusses. If End diagonals are ess �ntial for stability and must be duplicatqO on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required - 31/2a Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. WARNING: Do not attach cables, chains, or 111A hooks to the web meribers. Truss spans less than 30?. Spreader Bar Toe In Spreader Bar Toe in Approximately Less than or equal to E•0 Approximately Less than or equal to 6(' Toe In WARNING: Dc not lift single trusses 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 Iheiruss. 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. iirag Line Tag Line Strongbackt SpreaderBa- To? In At or above mid -height Tag Tag Line Line Approximately i i'i to 35 truss length Grealerlhan 60' Strongback° \ SpreaderBa 10' 1lY Approxi-nately� 1/i to 3/�-.russ length Greater than 60' CAUTION: Temporary biasing shown in this summary sheet is adequate for the Installation of Atrusses with similar c:)nfiaurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in acccrdance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood T•usses, DSB-89, and in some cases determine that a wider spacing is possiofe. Qr� Groundbra i lateral (LBS `_ 1 /truss of braces group of trusses ]-Endbra�e(EB) i ` 7ypical horizontal lie member with _ multiple slakes (H r) z Ak Frame 2 610. or less ffor ess\ l Tag Approximately Approximately Tag Line 1/ truss length 1/21 -us s length Line Truss spans less than 30?. Spreader Bar Toe In Spreader Bar Toe in Approximately Less than or equal to E•0 Approximately Less than or equal to 6(' Toe In WARNING: Dc not lift single trusses 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 Iheiruss. 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. iirag Line Tag Line Strongbackt SpreaderBa- To? In At or above mid -height Tag Tag Line Line Approximately i i'i to 35 truss length Grealerlhan 60' Strongback° \ SpreaderBa 10' 1lY Approxi-nately� 1/i to 3/�-.russ length Greater than 60' CAUTION: Temporary biasing shown in this summary sheet is adequate for the Installation of Atrusses with similar c:)nfiaurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in acccrdance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood T•usses, DSB-89, and in some cases determine that a wider spacing is possiofe. Qr� Groundbra i lateral (LBS `_ 1 /truss of braces group of trusses ]-Endbra�e(EB) i ` 7ypical horizontal lie member with _ multiple slakes (H r) z Ak Frame 2 Top chorda that are laterally br-aced can buckle togetherand cause collapse if tiere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. H 12 ____1 4 or greater F. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater I Attachment Required _//M o< Begg 32 / e WARNING: Failure to follow these recommendations could result In severe personal injury or damace,to trusses or buildings. A Up to 28' 1 2.5 7' 1 17 1 12 j Over 28' - 42' 3.a 6' 1 9 1 6 Over 42' 60' 3.0 5' 1 S 1 3 Over 60' Sse a registered professional engineer DF - Douglas Fir -Larch. SP - Southern Pine ,. TOP,CHORD Continuous Top Chord TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING {OBS SPAN BITCH SPAGING(LB #trusses 10" or Greater I U to 32 4 12 8 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10" or Greater I Attachment Required _//M o< Begg 32 / e WARNING: Failure to follow these recommendations could result In severe personal injury or damace,to trusses or buildings. A Up to 28' 1 2.5 7' 1 17 1 12 j Over 28' - 42' 3.a 6' 1 9 1 6 Over 42' 60' 3.0 5' 1 S 1 3 Over 60' Sse a registered professional engineer DF - Douglas Fir -Larch. SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Requires lapped at least 2 trusses. 10" or Greater Attachment lk� Required J 12 5 s/ O Top chords that are laterally braced can buckle 95 Q� togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed or / to the underside of the top chord when purlins ess '- z45o are attached to the topside of the top chord. S CISS0 S TRUSS , Frame 3 12 --j 4 or greater s� 0. ass �9 es( Bottom ch• r� diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 1 15' #k6#4 15 Over 32'- 48' 4/12 15' 7 Over 48'- 60' 4/12 15' Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir G�5 G15 -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A �o ossP �O. s �2. 0 jo 'manent s itinuous gyral bracing specified by the ;s engineering. Cross bracing repeated at each end of the building and at 20' Intervals. =45° L15 415 Frame 4 - "- MICHAEL MOONEY - 5 A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte August 16, 1999 7 County Center Drive Oroville, CA 95965 RE: Building Permit Stauffer I have reviewed the trusses for this project and they are adequate for my design. Item 4)'Martha Whitney plan check list. Truss # 8 is the only truss required to have a 26 foot span. Trusses 9, 10, 11, and 12'have length adjusted to fit foundation. Structural Plancheck list. Item 1) Provided. Items 2, 3, and 4 recalculated, revised calculations enclosed. Item 5) 6 x 12 df #1 provided at entry. Item 6) Provided. Two additional trusses T8D and T10D were added to drag lateral loads to resisting walls. Item 7) Provided. .Item 8) Specified. Item 9) Detail B/4 deleted. Item 10) Done. Item 11) Provided. Item 12) Provided. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 RECEIVE® AUG 2 5 1999 BUTTE COUNTY BUILDING DIVISION ' � ---- ' - ------ �------_--4---'-----�----'----' - ' -_ -'-__�' -_- . . V:-Jj�.ITIFFI ' � ---- ' - ------ �------_--4---'-----�----'----' - ' -_ -'-__�' -_- . . s LA7EP, . kw�-Lt-�sis u1Y ncad- �� Ce Cc GTAt� Met 3 �s 6 .ti4rl C9 11V A--e_t n3 tau i �J oUAn u _l2 O,S�xi LAPE7 W*C-10. 0, OUT- Lea-- WAyto ROFE 132kciKIL PON O� s7-),iUP5�7Z 216 A AWLY Lam 'Tb N o ems. ELGO AtMo W 0 A-u -2�E L-ui L-s— [� afw--�2 -7oc ��f1SC J� 1,6(n Y\ d(sio 20 2 4��2oLst�2 �to��sl,. U'R 2.'41 !� l Uui 4,'2 P=, n 3S7 Y �r2� t �� T 28 I�oil X112ls�f�,5 Aw- C- � 4, 6 .'f -7 L n v- C�t� IOV�12.Y1N1,+U e 35-7 2- Lk Lk 12 � �� "�QU`.D — X21 ISS L�d_C �-. �� I = � �2� L I�f kfAU_s X 6 S--) 12 � e : 12, S i Vu" (20,12 d- W12) (qO 2, lr�S i • � ho / v pm wm- TI ti 3'ea &lEE'OYe rzL. , 2aCwi ►►-u� o��96T-9- z-7z—�' 106 -7 Ole_ -0 TT K. (hLUO was 'c2 oy� ; L.9 ins c. -2 SE e . I .CIL V U 2 90 K ��.St264? o :2 _ V� 2�V lWW •-jet". (-;7::,c. cea ==2t �-- r a c w 2K, ri4 wotll dvk, L V3 WWAAnC4— '91. /l�kK Q l rLcc * Al -A�355 Y l2- 4J?l9ovlt z tl �B2C:)�L.,l Lu - 22� OT i R I .1 -577 JUFV-ieZ � c Ve E, 0, IDS V��slk ui 3,144 ZJ4 �f D Ail PLq(AA'UV) WIMP 4IT412 oy� 4K 61 714 --�,OJ22V- krLLkWUY:) CAJ�, ont ILL -2- Z-f 6`6r- aE-V�� -7 k 12- 20 2 I--'�- VtAfu e11 2 ul a � � `�. �o ►� C : FG a1.� "USE ILA c 15 C. 61 LS:11? Ss T9 LL A-C �1'►2, 8 2 rZ. ��oC�f. Viz- SZE- �- 1 ; :wKO� :2 10 f_G - I22Lf :tel 2 Is, n V--2 60- SHEAR WALL - 3/8" MINIM UM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 4"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. I3 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. 47 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II,. WITH 8d G.V.S. AT 2"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc.. FRAMING AT ADJOINING PANEL".EDGES" " SHALL BE 3 -INCH NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON. CENTER. STUCCO - EXPANDED METAL, OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8" THICK, WITH NO. 11 GAGE NAILS, 1 1/2" LONG, 7/16" HEAD 6" ON CENTER, OR NO. 16 GAGE STAPLE, 7/8" LEGS 6" ON CENTER. 6�7 SHEAR WALL - 3/8" MINUM PLYWOOD, CC, CD, STRUCT 11, WITH vv 8d COMMON NAILS A DGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS F T 16"cc. 7� BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD .NAILS AT 4"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 5/8" GYPSUM WALL BOARD WITH 6d COOLER OR WALLBOARD NAILS AT MAXIMUM PER UBC TABLE 25-I. =I / &kuKIL UnI HIM LA7E9-A, -L A-W.At-r-L-AS U&ARd- o Pz C, C, Ca:M � _, e' (5 L -Ac -20 69 WAIL5 40.gtr\) Wwow7w-o LAZE:- Uj*f-o. o") -our Lee- Vjkw =I / &kuKIL UnI HIM 216 W AWLY L -o hn 7b w o e7i--� ELGo hmn w�Pr�-� �. <<o��x lQ,��-a�iCa.�� 1C��+,S�C� � Z �a2 �I�1�C�Z � �z. ��c �.�� -�, � its G � ;, - yr -f 2C.) w wail 2 41s, V/ 20 1651 90 1 5 U'R z 4� 4- DC-C�� -zS� o z fif. � = 1. � k Vuj 1i54 x Sot-tZ'S-/2-) Az 124 I��us X112 2AS ff-,J- IJ 0 tRc,- -a L LCA- nv- !�� %' �- H'V � tel` d I ` V-2 2 � Gas to V,54 �291ZOZ92).' 12-T -T-;L 1,6 t- L,6-biouu (amu v460 5WAA02)V3 bT2(n 9 S7)22d �� 3 ® 1.112E LCf� 12 Ur i C� l � �- k�12X4�,�(� 2 ► . 2 V- V.Q ��°l�2 II 2� �- 2, 32545'. V� e3i Col 0 272 AW Y, PLq kmy) wiw, TJ Ai l�rtJ 2�C QMJA)L /2\ IYAb �. 6,2RS` .Z -?c ids a�C CZE oT= Q DC 0, 2`122 Z ` ouat -0 1 -T Q t -M V(a �7 40,'�4.4-7Y 2 -7 �s CMZ Wa-d 2 ..-tnf. (0. Sto5)(u 1 ce- "TO tL--,� LA , go c_ K. ��. 10 '5! + 12 2 2 Z�S-� N = CA02 I ` StG) C� Gt�2 WS &u,cW V)k hl I WLUJAA CA I Rl ry e Cm. LS-Q;.� AI L&o , /2,1--c fi,6w , c1x1 2K � '52GO922§1 )7 i Co a �cc..: a1 Z Z 2CFi ((-,, Ia 5'2 1 l x(Za-/ z3�ac !l2 o�LJ A u S Z -2Zr.0 -:& ULA Z 4- �� I R11'12'a r OT = IgsKq DZ' MW 13 I�L� will sri13(� I 454 c-,�u�qo, nvrwo-v� SYE: 0 -d 14-0 rO (AMM K*id dy (I ry -.z =' -A �a'zA44 Z.4s`DZ Y 019 Tfv rn eq2 -rr4 4vqnm vw OA 0 I � I (e)' -7k I31z Viz R 2-K-- Lts�. o , 31 IL i -2--20 z C� til AvAWAr.-E L c c� ucw ,:! Qoc Lo VL ?cf61�-) . t � Ll.vi QiU L`r"T I [,u LAS SS TI3 LL. A -G I' CD Aw"?.;E- LAWIE, (2) 14 co 1./TTI -3 au)j gyp© . �ne�scZ = -7LW Liz Im6 ko� -.z S2, ('R --L �L raQk T -2b [L5) L 2 IAA9 kEA 2- r2. S Lo z ,3V- 2 is,n1l I✓ -22 IC w ►ups '6n,&z.E- &wunEmeoj� D r�,- COE&uwle SHEAR WALL - 3/8" MINIM UM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL -- 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 4"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S: AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 2"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. FRAMING AT ADJOINING PANEL EDGES $HALL BE 3 -INCH NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. Sv STUCCO - EXPANDED METAL, OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8" THICK, WITH NO. 11 GAGE NAILS, 1 1/2" LONG, 7/16" HEAD 6" ON CENTER, OR NO. 16 GAGE STAPLE, 7/8" LEGS 6" ON CENTER. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d COMMON NAII,S AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. 8v BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 4"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 5/8" GYPSUM WALL BOARD WITH 6d COOLER OR WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. NOTES i Y i A. r t i I ' I JOB FINALED (Date) 2 66 :z RESIDENTIAL 041-540-001 99-1141 PERMIT NO. STAUFFER, Roger 4484 Myvalli Drive, Oroville Contr: New Single Family SPECIAL CONDITIONS VSRA t FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date E R naf� 3�Mep�- G MrB ELECTRIC Meter By. Dater Signature A, CHECKED BY ✓ = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance & Discorinect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date 4' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing ! 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 4' 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 = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL V t Date Underfloor (Plans) OK except #'s L;elfon Alec: Receptacles Spacing -Lights & Switches at Doors 2. Ftg., Mai !Soils-Elec. Grnd.-/ r Fig. Depth 3. Ft arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 5. tg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho!a.Pdwns and Special Anchors 30. lab, Steel -Wrapped 8. Pi s -Fireplace Ftg.-Steel Date % /lgay Dater 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 Date 15. Access & Ventilation 23. 16. Insulation Alec: Receptacles Spacing -Lights & Switches at Doors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PWMBING (Permit) OK except #'s 28 Htr.; Vent -Access -Combustion Air Baffle 29. W Pipe; Test & Anchor -Nail Protection 30. 1 D.W. st Fittings & Anchor -Nail Protection bb404w.r / Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date % /lgay Dater Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fi5ture & Transformer Clearance -Ins. Protection Alec: Receptacles Spacing -Lights & Switches at Doors Size_Boxes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. 7. . Ground made up w/Mech Fasteners -Bond Gas & Water 28 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. ZUSmoke Date ip. Warances Panels-Motors-Mech. Equip. CI' es Closet Light -Shower Light -Spa Light Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date CFUANICAL (Permit) OK except #'s 5. . Ducts Insulation & Support , Exhaust above insulation ate Drain & Overflow, Size & Grade Vent Access -Comb. Air -Return Air Vent 115 outlet 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 4e Sit Proper Materials & Anchors +1X W 1s'Siuds-Nailing Spacing & Braces -Plates -Sound 4 . B 'ring Walls over Girders & Floor Nailing 4 aft Stop in Walls (rat proof) Fi,,e-Stops, Furred Ceilings -Stairs -Chasers -Tubs 45 eaders & Beams -Size & Bearing 11 >ingle & Duplex) Date FRAMING (Continued) ,48 -Post Caps -Anchors -Connectors C' . Joist-Rttr. Ties- Purl in- Roff Brac.-Truss-Shting..-Rfng. Fir a Ties or Type A Flue -Fireplace Throat Clearance 4<_At1 cess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions Gar ire Protection Framing P�erty Line Firewall & Openings 3. Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers din -. ailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazin Area -Glass Protection -Skylights -Plastic Wa ' Nai -Bolts rac In d /Ext i a e s 1. Insul n -Walls -Ceilings Q tration-Walls-Windows -7-C) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63Steps-Door & Sidelight Protection -Landings m ke Detector Furnace Vents -clearance -Comb, Air -Connector - In Ga hove Floor-Ducts-Mech. Protection edro Exiting .F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels u &Rails Fir ace or Stove, Clearance -Hearth Elec_.Outlets at Wood Panel, Int. & Ext. •7 it. F' --& Appliance; Ground -Air Gap -Cooking Clearance 47 . lec Receptacles at Kit. Counter rage Fire Door; Swinq-Land i osure Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection PI lec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-RorrZ rotection nsulation-Foam-Looked in Attic ai s Construction -Post Caps Hole Door Drainage & Wood -Earth Clearance Looked under Floor 13 Yes 82. Following Instld./Drive,r]Xe-fNo/Walks 2, XQ�No/Planters 0 Yes ] No 83:-78tocco-Brown-Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 08. YAI:Otil3 i6A Throughout House 90. 92. Water& Sewer Connected -C/O to Grade -HD ADDroval 9 ompliance Certificate -Other Certificates Address Posted Date 1 � (9o 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: r t 13 El �r2.c,prc� �h.�o Cti. -4t) C9 'c3� Com- 4-0 6- o� a. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. - (Rev. 12/96) APPLICATION AND -PERMIT l� ASSESSOR PARCEL NUMBER 041-540-001 ZONING SR1 BUILDINGPERMIT OWNER STAUFFER, ROGER TELEPHONE SO. FT. OCC. BUILDING VALUATION - 0 109,060.00 . OWNERS MAILING ADDRESS7� r • 0. BOX 4558, LANCASTER, CA 93539-4558 65 0 U 11,700.00 CONTRACTOR'S NAME - TELEPHONE 34 ORCH CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'S MAILING ADDRESS Total valuation 422 722.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 720.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ 468-00 BUILDING ADDRESS 4484 MYVALLI DRIVE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ ' LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IBJ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63, OC Solar or heat pump water heater 23.00 Water piping 15.00 UO Each as water heater or vent 15.00 TYPE OF WORK New bX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WT-' @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service Za.A OR LESS 23.00 QQ 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 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, y� will do the work, and the structure is not intended or offered for sale. Ip. las 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 -23 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a Acc. BLDs. 3.5QFT; NPN ID! MULTI -OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CIR. @ p 20 1.00 Ex. Occup. OUTLET OR FIXTURES 840 .50 rED s .a.) E 5.00 Ex. Occup. O. Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 15.0 Cooling Hood 6.50 Ventilation PERMIT FEt $ 56.50 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.) �I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with co!nply with o provisi ns. X Date _5`,z) 7'- _ Signatur of Applicant - ❑ Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over -3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCCA 3 CONST. TYPE NN TOTAL FEE $1612.95 HAz. / D. Ftoo cDF P PD ISs This permit is hereby ued under the ap ab ' le pr sions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By z�jate PERMIT EXPIRES ON -Y ate Receipt No. X �d4 WHITE-D.D.S.-B.D. CANARY -ASSESSOR . PINK-INSPEqrOR GOLDENROD -APPLICANT COUNTY -'OF BUTTE - DEPARTMENT OF DEVE / LOPMENT SERVICES -BUILDING DIVISION ,., 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �� PER No. (Rev.IM6) APPLICATION AND PERMIT l / A.�e.wRo�eaNu�a Do~"O BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION QWNERI WALOWADo�css G 2 C� d D y o g eoNraicmrs Ni4e-- pu/rTRUCTION Luca, LENoon WARM ADOnEss ARCHITECT OR EHMNEE4 ARCHITECT OR ENGNEER'S ewuNo ADDRESS OULOM ADDRESS qq g q I LOT NO. I eVx"10" WM! 0 USEOFSTRUCTURE SF 0/'Duplex O Niobgehome O Other eveefv TYPE OF WORK New 0/'Addition Q Remodel O UtlBfes a hetakdon O Other O Describe Work: �- Fireplace Total Valuation S l ccs S /',l Filing Fee S 20.00 Permit Fee•— 23.00 Ccs /l Coco E+ 1 Plan Checkina Fee Energy Plan Checking Fee 6 NEW CONST. OR AODNS. DAOi� R' 3.5tR ca MVLTI•Oun r NoiaRaio. _ ( 81111A.M"Cow!"" 07.50 PERMIT FEE PLUMBING PERMIT Fling Fee 20.00 ` Each Tr 7.00 -Solar or heat pum water heater 23.00 Water piping 15.00 Each nas water heater or vent 15.00, Gas piping system 1 - 5 outlets 15.00 Building sewer 1 115.00 av Mobile Home S G W d8 2_o.0o �- PERMIT FEE S /',l ELECTRICAL PERMIT Filing Fee 20.00 Main Service = o0R 23.00 Ccs /l Coco E+ 1 Main Service 20M To ioow 46.00 NEW CONST. OR AODNS. DAOi� R' 3.5tR ca MVLTI•Oun r NoiaRaio. _ ( 81111A.M"Cow!"" 07.50 Ex. Occup. ovnET oR nmAEs m e 1.00 cv GAL so P Ex. Occup. fD(EO AP. n.) R ovn.t�s aro. EA. 5.00 ` Temporary Service 23.00 93u7 J� S� Mobile Home Facilities 20.00 1 Wsc. Wiring 23.00 PERMIT FEE S r MECHANICAL PERMIT Fling Fee 20.00 b Heating /�`Uv ��< p0 Cooling�S�crJ Ivo Hood 8.50 4:,--0 Ventilation PERMIT FEI: ! q� Ll Mobile Home Installation Fee $ Energy Inspection Fee' 1 E < al u- I ccT ` TOT L FEE$ Z o. FIa r -coo cor f� ssu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date ReceiptNo. 6 ©d—e 7 a? PERMIT EXPIRES ON wNITE-O.o.s.•B.p,. soa P@ur.iuCPf TOR 1r.nj ncuw00•APPLICANT _ - r^ - a; -, +R-"'.^t'•y+�,+��;•yw.3+rt'�cr"�"'s1''^1 Iil'�+�'X'W}-3'�-^'"��Fd�� "7R�3�9•f�rt'Y''M�'�'�•`hl'r"k.'�+.`iK;,.t•�Y,:kt�:;vy:r�!-.,....."��'� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ��, � ASSESSOR PARCEL NUMBER: lC Proposed Building Use: 6' i�� Building Inspector: Date:_ At time of permit application, I was advised the following data must be submitted prior to peprocess g and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------ �2 P'ot plans sets, signed by the preparer of plans. ------ R Complete plans¢/ sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. gmeered truss details and layout in duplicate (required prior to plan review) No faxes! --------- :`6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. --------------------------------. ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.-----------------= l�l'1 U. Fees of/ A Q / , is + ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ------------------------- ---- -------------/-------------____-- . California Department of Forestry plan approval/fees. =-A -' - 01 3 . Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval 0 Health Department. ------------------------------------------- 4o 9_?!� ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- V7. Plot plan and business license approval fro the City of Biggs. ---------------------------------------------- Planning approval for (A) Use:(B) Parking: -------------------------- ntact Land Development about EdImprovements, ❑ Drainage, eLegal Parcel. ----------------------- . Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- El 20. Pre inspection for required Request to Buildine Insnector on E12 1. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). E124. • ❑2 . Letter of signature authorization. ------------------------------ D25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ------- 027. Manufactured Home utility clearance. 1128. Exist' g violations and/or expired permits. --------------------- W -------------------. ❑29 433 A DGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: y A�,�YU'(v�� l lk�..1 v� A--vjs 91=1 �tt� (Date) Whpyou issue the permit, Rocess as follows ❑ Mail to oner, ws❑Mail to contractor. t Telephone,5'2- .SZ- -7 and hold for pickup at 0,0"0 6 ce. ❑ Deliver with inspector. &Ze%7Ze - ke� iApplicant: Date: S—off _7- Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmen Other: Date: By: 1. Index permit application for the above items numbered: I lan Check Lis 2. Additional items required: Contractor, designer, owner, was advised of the above required data by b phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, wrier, w the above uired data by ❑ phone, ❑ mail, ❑ Buildiu Did is ces�'tn , by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold ' ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: von,,.,, r,,.,., ne.......-.-,._...cry_-•-,-----� �-- ' ,, .. .� .� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Plot PIP-wArjeclWdl Floor Plan A chad Sent to 8.0— & �9-,c ��a hf-, 0 �1- 5 fd - 6qL 40wner I ation AP# /QIc Plan Approved for: Sewage Disposal V Water Supply: Public Private Well P --- Clearance for . Other �?— "ILdew� kj4m,,e-- Hold final for: Final clearance O.K. for: NOTE: I I I L, In. �4 K-31 11 ME -� - W-1 mental Hkaith SpWcialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - 'BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �r p .�p - A.P. #-(5 a/- .!rY6 0 00 PROPOSED BUILDING USE S i-77�> DATE 7A x RECEIPT # DATE REC C1. BUILDING PERMIT FEES -- Balance Due ................ $ 10q f -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ G2 SCHOOL DISTRICT FEES (paid at District Office) VSHERIFF FEES (paid at Building Division) Residential ........ I— x $360.00 = $ �. Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x —= $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK 4� 0 aid at Building Division) lod to -C- ` 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER �q � 7 -Lam; At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chan d during the plan checking process. APPLICANT DATE S--,27 Pursuant S-,27Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) . •.•1. �i _,- . -. ., .. _ mow%.--�•' w•'i-„ .i '•i, 5;.' a.�t ry. .. ... -•i ..� ti .. BUTTE COUNTY SCHOOLS IMPACTtFEE CERTIFICATION FORM (One form perJBuilding) School District `tt rj Qk/ 4, f ,j'rk Building Department No. A.P. Number Jurisdiction: City �County Property Owner rk»} ( }PI s-& ,( 'W" Property Location/Address /`f 1W Subdivision Residential Development M No of Living Units t Commercial/Industrial] New til' Building Department H t _ Lot No. ( ................................................................................................................... 2020 J U Sq. Footage G Q 20 t. Mobile Home Addition/ 'Supplemental to (Group R) / Installation Conversion Permit # i '(No foundation inspection); Sq. Footage "Addition7'' ' Y I t'i'' �"! " ' t *^ r { ( j ' 'f(IncI6dirig Exterior - Roofed Areas) Date s reviewed by School District Person District Identification No.owil le, School District certifies that X54- �M4V4- 4.1 - (Street Address) (City) has complied with the requirements of Resolution No. representing_ square feet. (State) Schoo`rDistrict Repfesentative• d Paid by Check k Remarks: ttz— . af► 1* i (Appf" nt) (Phone Number) (Zip Code) by payment of $ 3M1% .60 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(e), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit 0 you from challenging the imposition of the fees in"any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), ; this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform;zis (10/98)dmm - - MICIMEL MOONEY 5 A MADRONE A vE. CIVIL ENGINEER ORovILLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte August 16, 1999 7 County Center Drive Oroville, CA 95965 RE: -Building Permit Stauffer I have reviewed the trusses for this project and they are adequate for my design. Item 4) Martha Whitney plan check list. Truss # 8 is the only truss required to have a 26 foot span. Trusses 9, 10, 11, and 12 have length adjusted to fit foundation. Structural Plancheck list. Item 1) Provided. Items 2, 3, and 4 recalculated, revised calculations enclosed. Item 5) 6 x 12 df #1 provided at entry. Item 6) Provided. Two additional trusses T8D and T10D were added to drag lateral loads to resisting walls. Item 7) Provided. Item 8) Specified. - Item 9) Detail B/4 deleted. Item 10) Done. Item 11) Provided. Item 12) Provided. A Thank you for your consideration. Yours:, Michael Mooney My license expires 9-30-01 f I 1 ti f I IIHIH 6c,5 6 .L441 sive► O,S LAPFU1A-f1D. Z -c 6,90 07 W fq() WARD 613 t tl P- &�— D.1 6UT- LeB-- WAYUQ Gl 2 C Q�OFESSI Em 7L� D21,�I'�-z Zx-AL'j r nao LEW 0977Ohh� -0 221 x' ZI -�5 �; �51'02�"KV y rel �kx s�Jvlq V. -T71. -�1� L -SZ'° .•�� °N - ow �z_" P - � 3PT7 _-71-1: K�V� � NQUM(0125 R -)3\0M -Q-L Gvm. A --m �/11�f zou& nv 15z Ncs , U?�e t-&Kje US Vu-fcd --.2, 00112 4- WZ)(qd) _2, &PiAkUM uM- TI N -3.1t -&le� OMA -40 (VLC elc 1�,tJ 2aC rw�L :!(sP Ole - U vae 4D'5 TFS L Des 11�5 OJX �'� w� d1U I t fi l ��tio�wvws "may Cal I 5y, -Es- L,g ids C, �: 2 �� ce �� c��5> c� �. .2c) w wa-DA 4,SX2-0 -2 .1-:10 tbf-,-� t4, V �L¢rc z I� �S-f- 2�� ('7� ? X sq `12-: 90 l<C I�. 70,1 /S o ? (:1 f�� Uc- 2 —4, .154 12-' -2- -2 Z,-��-a 10 Y'kWIMUJAA CAJI �Dk Sl 4-& Vcc cjW 2K CkAwazf e /K 4JAd av- zd V-2- �5) I SSS -4 -7 USW66 &nomSxD&--S As Wo Kz'6:-rP- go. 2-4- t.voo--2-2- 41-119 K,�Z�.IsAlt 2-6oS-1�'2- 3,14f- IB 50 - �� U � 3.14 ��1 �. � � ��.-� �s `rte � � �o: `� 2 4-�� `� �°u� ' tTZ DIM 4072�Zt) 122 V- X"pLatLWIY-), C'AJ-Ztk -2- 'a e chrL ax r CD c rt2cr� —7 x X31 72- 614 6 4 �� c 0--. 657 C1c �WA S5TE Lcz. -757-,h'U/15-'L9L /X6 ml r o 0 SHEAR WALL - 3/8" MINIM UM PLYWOOD, CC, CD, STRUCT 11, WITH 8d G.V.S. AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT 11, WITH 8d G.V.S. AT 4"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"c c. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT 11, WITH 8d G.V.S. AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 2"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER, AND NAILS. SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. STUCCO - EXPANDED METAL, OR WOVEN WIRE LATH AND v PORTLAND CEMENT PLASTER, 7/8" THICK, WITH NO. 11 GAGE NAILS, 1 1/2" LONG, 7/16" HEAD 6" ON CENTER, OR NO. 16 GAGE STAPLE, 7/8" LEGS 6" ON CENTER. SHEAR WALL - 3/8" MIN UM PLYWOOD, CC, CD, STRUCT H, WITH 8d COMMON NAILS A � �DGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS F T 16"cc. 7� BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD. -NAILS AT 4"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 5/8" GYPSUM WALL BOARD WITH 6d COOLER OR WALLBOARD NAILS AT I ` ��,. MAXIMUM PER UBC TABLE 25-I. APN: 04*1-540-001 --oancheck Comments Stauffer Residence i 2. O.K. 3. O.K. 4.1 0; K. 5. O.K. 6. O.K. 7. O.K. 8. O.K. 9. O.K. 10. O.K. 11. O.K. 12. O.K. Ei JULY 28, 1999 Roger Stauffer P.O.Box 4558 Lancaster, Ca. 93539 Assessor Parcel Number:: 041-540-001 Building Permit Number: 99-1141 • LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements, and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: L Plans have been sent out for structural review. I will contact you regarding any items which arise from this plan check. ENCLOSED IS YOUR PLAN CHECK LIST FROM THE STRUCTURAL REVIEW OF THIS STRUCTURE. PLEASE HAVE YOUR ARCHITECT OR ENGINEER RESPOND TO EACH ITEM. Pe.� 8.24.49 2. All code sections on the plans are incorrect and do not refer to the 1994 UBC. Please remove code section numbers from plan. 3. Provide attic access. 4. Building designer is to check trusses for proper spans and revise truss layout as needed. Please check truss 8 through 16 carefully, only one truss 8 has a 26 foot span. 5. Engineer of record must review and approve trusses per his lateral design. 6. Enclosed is your school fee form. Pay any required fees at school district office and return yellow copy to the building department. 1 Plan check will continue upon reciept of all of the above items. Additional items may be required when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and.4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner K APN: 041-540-001 -- Plancheck Comments Stauffer Residence 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.) 2. Re -compute Wind Loads seen on pages 2/8, 4/8 of the calculations. If 7' of trib is used, apply a 1.0 adjustment factor. If you wish to use a 0.447 adjustment factor, use 15.5' of trib (use the length along the roof since the pressure is applied normal to the roof surface). 3. If roof dead load is used to resist overturning in the wind condition, apply wind uplift from the roof to the wall reducing the effective dead load. 4. The allowable load used to compute the spacing of A35's in the calculations was 645#. Actual allowable load for direction of loading per Simpson catalog C-99 is 450#. Please clarify. 5. Provide header at entry to support girder truss T24. 6. Provide roof -framing plan. Include truss layout and all header sizes. 7. Provide detail showing holddown connection at foundation. 8. Specify roof and floor diaphragm -nailing pattern. 9. Provide wood -concrete separation of floor joist in Detail B on Sheet 4. Also verify the effect due to cross -grain shrinkage of the floor joist. Blocking and shimming may be required to keep floor joists tight after shrinkage has occurred. 10. Architect/Draftsperson is to sign all sheets. 11. Provide design notes on the plans for general design loads used in this project. Please include all dead, live loads, wind and seismic data. 12. Provide specification for all structural building materials and supporting details. July 21, 1999 Roger Stauffer P.O.Box 4558 Lancaster, Ca. 93539 Assessor Parcel Number: 041-540-001 Building Permit Number: 99-1141 . .... ut%county iln. ' LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plans have been sent out for structural review. I will contact you regarding any items which arise from this plan check. 2. All code sections on the plans are incorrect and do not refer to the 1994 UBC. Please remove code section numbers from plan. 3. Provide attic access. 4. Building designer is to check trusses for proper spans and revise truss layout as needed. Please check truss 8 through 16 carefully, only one truss 8 has a 26 foot span. 5. Engineer of record must review and approve trusses per his lateral design. 6. Enclosed is your school fee form. Pay any required fees at school district office and return yellow copy to the building department. _ Plan check will continue upon reciept of all of the above items. Additional items may be required 1 when plan check is resumed. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner N KESID&-4TUL PLAN CHECKII GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: �D er -94-a a Aee�r BUILDINGP I ERNffrNUMBER: PLAN CHECKER: I ' ' j W A. P. NUMBER: C) (�I S (1--U --6ol GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). 2. Valuation. 3.. ;-Plans signed by designer - 4. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. ; rj �� -• 2. Setbacks, side yards, easements, etc. 3. Other buildings or structures. �.. q. 4. Grading, fills and/or drainage. 5. Flood hazard. - 6. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. 8. r l3uilding or uiilities�acr'oss lot lines (Record form)' i , FLOOR PLAN: r '' 1. Complete to scale plan with dimensions. 2. Required windows for' light and ventilation (Section 1203).1 3. Required windows,for second exit -(Section 310.4).• j' 1 'r , Skylights (Section 2409 & 2603.7). Glazing in Hazardous Location&(Section 2406).. ; + Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Xl' Minimum of one TO" exterior door (Section 1004.6). ,IZ.' Fireplace and wood stove location, alcoves and clearance. y3' Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Conventional Construction - Unusually Shaped Builqings.(Section 2326.5.4). Coe - 2. Standard bracing or engineered desiRrrlSection 2326.11.3). Oyl cye Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. co6te - - 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and Calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. June 1997 3.2 MISCELLANEOUS ITEMS�TO I&.. & OUT FOR: quo-, Stairway details: landings, . and run, head clearance, handrails (Section . ^ Guardrail details (Section 509). / Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). ' Proper coof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection., 36" halls and stairways.. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,W Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Ohl. Attic access and ventilation (Section 1505). ,{ / STT` C hV� V I C.` c ` acce�S Combustion air for fuel burning appliances - L.P.G. requirements. . '� Noise requirements on duplexes. .------- 5. 1ru Energy design. �� Flashing at all exterior openings. 1��/ �• C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) YD ._ 19. For Inspection Jacket: Sood Hazard/Elevation Certificate . RA Requirements Special Inspection Requirements Automatic Fire Sprinklers KUA,.Otj 8- 3513 � rcca� over June 1997 Hip r-e-�-awLlo c@60rrz ©K. 814'rwP. 3.2 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 ' [011A ki I PER141T'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 addi tional-exDlanation, please contact this office immeoiateLy. Inspector— I WA If COUNTY OF BUITE BUILDING DIVISION bEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (53'0) 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. " ou have any questions pertaining to this matter, or need additional explanation, s off fic "t t please con c hi, e immediately. n"t"N7 Fj K 7-777 "�' 1 115051 'Zc- Da / 2- -.?- y I 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 In 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. 0 (2< -./— Date. REV/"14922-3/ Inspector L/ i MICHAEL MOONEY V CIVIL ENGINEER Q!` RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 ?' 5 A MADRONE AVE. OROVILLE, CA 95966 r (916) 533-2131 September 28, 1999 Re: Stauffer project AP# 041-540-001 I have reviewed my design and a "Two pour" foundation will be adequate. Thank you for your consideration. OFESS Yours, 4 7 Michael Mooney 9IF �/V I L My license expires 9-30-01 OF CALW) t C I .. 08:0"a SACRAMENTO INSULATION � CHICO CERTIFICATION OF INSOLATION NO. 627 D01 ADDRESS OR TRACT ' SACRAMENTO INSULATION CONTRACTORS L , LOT I ❑ P.O.60X 854. WEST SACRAMENTO, CA 95891 LIC- 10202M ❑ 1309 MELODY ROAD, MAAXSVILLE, CA 95901 LIC. 4202026 4ql�� ❑ P.O- 80X 8651, FRESNO, dA 93793-9651 UC. 11202026 hl \ `�x"�r ' ❑ P.O. BOX 4631. RENO, NV S9SOS UC. it10675 ��`� (� � ❑ 9326 A PONDEROSA WAY, LAS VEGAS, NV 891 t8 UC. 4110&76 DATE INSULATION COMPLETEO SQUARE FEET) I SQUARE FEET) { SQUARE FEET) TYPE TYPE OF INSULATION TYPE Of INSULATIO TYPE OF INSULATION MATERIAL FIBERGLASS FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS A BLOW FOAM• BATTS MANUFACTURER'S PROOUCT I.O MANUFACTUiJER'S PRODUCT I D MANUFACTURER'S PROOUCT 10 MANUFACTURER (MANUFACTURER•• MANUFACTURER OCF OCF OCF BAGS R - VALUF APPLIED R - VALUE.APPLIEp. ' MIN. INSTALLED R - VANE APPLIED INSTALLED THICKNESS INSTALLED TMtCKNFSS WEIGKr PER . SOUAAE PHOT INSTALLED THICKNESS 3 -14!ltq KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL iQijM R VALUER MANUFACTURE FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT' MATERIAL MANUFACTURER W jl GRACE THIS IS TO CERTIFY THAT ! S . ATION' ANO/OR SEALANT HAS BEEN )NSTALLEQ,IN CONFOMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS.. S! -I ULATI N CT q TITLE MANAGER GATE TUE GENERAL CONTRACTOR 71 TLE GATE REMARKS' SIC -303 BUILDER COPY r J PL 0 7— MA P SFAUFFER RESIDENCE E (tj c- 14 F G'eF r icicle qq?4I M111#U1 DR7:ry - Sc A LE 0' S' RaV. acr, 1718'. bi-rrT C14 ?5?65-9/6.1 joo N WGIST LOT LOT 1 L E- C 14 FI f- L D 7° 3.101 -70 04 TT- C 7)q,Vk/ A4A-411e, S;<t(/,4A4r C.41r /A/ 7-0.40 Oe* CONCRETE WA- f- le I 4AA S5, ors. 4rh 4-4dr OF W$ -e, t- ehr/4/4f-, rum TetAft St.4rem WORK MAAkj 4r. syd P (-Arv. 864( 75 14 OUSE. 70 -7 -T .................... l / .................................................... S-0 so q 0 >00, loe -q q1. 3 Lor , C -d eAE: le �\\JMLLI bk-Zvf- .,) r ALL MUCTURE'f-3 A!qD E01j1p�,ol.E4T IMMOLUDING OVERMIAMIGS, SIHALL BEE GLUkR OTF PULL ExSEmENTS. A 5;MT; RACK OF 3 0 FT. MON! THE SIDE AND r--notm T , HE F.,,%R 7,-,R0—PERTY Urm--s- AtO T HE RUDAD E SHALL fW Crt-- pF44D EQ-UVo,,I,-,--NT ExMPT UIAMR OF STRC '0,TURc 'aOR A 2 FT. EjVVE OVERHANG. 7—: D 73Y F;!f7MI- C;U RREE CALIS"'. DEE, j:11-STRY dvr,,-,;v"n, q �T COAAbr4