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047-670-058
W m I I I I 2 U 047-67-0-058FIMA 1- 00-0467 BPEN RAIDER, David :3/013101 4075 Augusta Lane, lot Chico (new S/F){Steve Schuster 047-67-0-019,p+ .- 99-0207 E f SCHUSTER, Steve Spyglass, end of road, Chico (elec/fire h drants) Egan Elec FINIX. 3,! 9 0 - -053 1-0012 RADER, DA 1 4075 AUGUSTA., CI CONTR: PERFECTION PO d" MASTER POOL # 99-1492 047-1,61R: 47-6 - 01-0252 RADER,DA �,� 4075 AUGUSTA LN., ICO c' CONTR; OWNER al DETACHED 3O GARAGE ,,.DOTES A RESIDENTIAL 047-670-058 �01-0252 RADER, DAVID 4075 AUGUSTA LN, CHICO CONTR; OWNER DETACHED SHOP/ GARAGE oo�a I I SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature Iti CHECKED BY N Date Inspector J00 REV 10/92 At" 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 a it o I -0z'Ge- 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. N Date Inspector J00 REV 10/92 At" J = OK 0 = Not OK - = Not Applicable 'RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. 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- RA -Landing- Fire Protection 55. Plywood on Roof Overhang -Attic V is -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Onderflr. Access 58. Glazing Area -Glass Protection -Skyliglits- Plastic 59. Shear Walls; Nailing -Bolts I 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-clearante=Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls- Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 86. Water Well, Disconnect, Electrical, Plumbing Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date 89. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 ` . Date Card B-1 Date Card B-1 Date Card B-1' Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27: Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. 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- RA -Landing- Fire Protection 55. Plywood on Roof Overhang -Attic V is -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Onderflr. Access 58. Glazing Area -Glass Protection -Skyliglits- Plastic 59. Shear Walls; Nailing -Bolts I 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-clearante=Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ' 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance 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: ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCEL OUS Date DECKS, COVER , CARPOR GARA s) OK except #'s o ' equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 11. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Y 01alCard B-1 Date % Card B-1 Dat O Card B-1 :fZDate,O Card B-1 Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Soils; Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval Health Department Approval 8. Gas and Electricity Tagged Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cent. Light Niche 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCEL OUS Date DECKS, COVER , CARPOR GARA s) OK except #'s o ' equirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 11. Ext.; Steps -Doors -Landings 12. Braced Wall Pa Is Date Y 01alCard B-1 Date % Card B-1 Dat O Card B-1 :fZDate,O Card B-1 Date FINAL (P)fins) 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 0 - : COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12166) APPLICATION AND PERMIT /)�VDg.9. ASSESSOR PARCEL NUMBER 047-670-058 ZONING SRI BUILDING PERMIT OWNERRADER,DA ID TMONE SO. FT. OCC. BUILDING VALUATION 1,538 U 27,684.00 . OWNER'S MAILING ADDRESS 4079 AUGUSTA TN_ UTM CA_ 95973 NAME CONTRACTOR'S �WLV M TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 27 684.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 271.00 ARCHITECT OR ENGINEERS MAILING ADDRESS • Plan Checking Fee $ 176.45 BUILDING ADDRESS ' AUGUSTA TN., CHICO CA Energy Plan Checking Fee4075 $ PERMIT FEE $ 407.45 LOT NO. 47 SUBDIVISIONS NAME PHEASANT LANDING 1 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New RX Addition ❑ Remodel ❑ U6libes ❑ Installation ❑ Other ❑ Describe Work: DETACHED SHOP / GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 lt I should become subject to the workers' compensati provisions of section 3700 of the Labor Code, I shall forthwith cc p w. o provisions. X Date G Signature of Applican -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so CCU000A WP200A NEW CONST. DWEWNG OCCUP. 3.5QP{. S. OR ADEW DONS' NSTMU IC. NON.RESIO. @7.50 P.0 APPARATUS 8 SINGLE OUn.ET S IR �, Occu OUTLET OR FORUR �0 @ 1;00 Ex. Occup. ° TiEis APPOELNS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN TOTAL FEE $ 563.65 HAZ. D. FEES IMP X FLOOD X CDF X PARCEL X PD HD X ISS This permit is hereby Issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic,4W above fo which fees have been paid. s By Date Z� a PERMIT EXPIRES ON Z 0 Z I W, ReceiptNo. 309195 / 563.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT p��i�';N1�.r�S'��f�r!�i'���'�''��Ar��r. 'fT�"""'_`"C""�"'ti�'r^3�ii�l'�"!Cs''a'h}'✓-"r'�-.. _ �NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE -(530) 538-7541 PERMIT APPLICATION DATA SHEET ,, t OWNER: Qd.XtU , /L -Q_ ' 'ASSESSOR PARCEL NUMBER: 015,q Proposed Building Use: Building Inspector: Date: ai - Cn —to At time of permit applicati n, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By El1. All iiems have been submitted.-------------==---------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------- -------------------------- &OX-4E,gi�ered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 9,e—Impact fees as shown on the attached schedule. -------e ---------- -- -------------------I- -- 12. California Department of Forestry plan approval/fees. ---=-✓-+-------=--------- ❑ 13 - lood elevation certificate.----------------------------------------------------------- - -------------- --- ---- 4. Sanitation and plot plan approvalo Health Department.-----b----E----��-� ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------- ------ ❑ 17. Planning approval for (A) Use: (B) Parking: - -• ❑ 18: Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. - ❑ 19`Encroachment Permit for driveway (construction approval prior to occupancy). ------ El 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). „y a ti 5.: . (Date) 022. Workers' Compensation carrier and policy number ------------------------------------------------------------ 023. Owner -Builder Verification (Given to owner U, Mailed to owner 13) - -------------------------------------- ❑24.Letter ofsignature authorization. ------- _' Z❑2 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 26. Letter of intent on building use: ------ =--------------------------------------------------------``------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violati6ns4and/6r expired permits. ---------------------------------------------------------------------- r ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. Otherf When ou issue the ss ;fllows i.11 Mail to owner, ❑ ail to contractor. ��- ` 6Telhoe off and hold for pickup ce/. ❑� Deliver with % �inspector. Applicant: Date: Copy of Haz-Mat form sent o Health Department, ❑ Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, wa adviscAof the above rdata by ❑ phone, ❑ mail, o Building Divisio unter, by Plans reviewed by: Date: 0 Plans approved by: Date: Date: ; Sets of plans on hold in ❑ Plan Cabinet, ❑ A . folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. ' TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance ()),,- oa6�� r E.H. USE ONLY \ Plot Plan Attached Yef Floor Plan AttachedP.S• Sent to B. R c,,06- 19�07_5 �4�;6 L r✓ 7- 6 70— 05�? Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well x Clearance for dwelliag Other /2l/ , Hold final for: Final clearance O.K. for: NOTE: yr • / �"�s �, 2 — Environmental Health Specialist Date 8/96 I� l OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the or labor and materials for construction of the proposed . :property [��ent :YES El... NO 0 2. I HAVE HAVE NOT C3 signed an application for a building permit for the proposed work. 3. I have contracted with ,�f following person. (fun) to.provice:ftproposed construction: NAME: ADDRESS: 7 S ?t S s rP- L v CITY:.. CIA I C PHONE:.3 `/S �6 f L- CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: 1 1 PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE ' TYPE OF WORK SIGNED: X PP SOCIAL SECURITY NUMBER: DATE: 2F o :n,..,.;, , NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. I- 1. OU 3 OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing 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 lieeose from the city or county. They are also required by law to put their license number on all permits for which they apply. , Vyotl pled to (Vjmoiir 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 person other than your immediate family, and the work (including -ma mials and other costs) is $300 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. ♦ Then 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 contractors 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" on 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. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information Is required by Section 19830 of the Californla Health and Safety Coda OVER Oct -05-00 O1:56P P.01 'w ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING pN: ONE: 113UILDING PMT. N OWNER: / iii IJiGf RQGiP,-�� PHONE: 34%r3 Z MAIL ADDRESS: 40 2r Actiu S trc L�/ 01 1 C 0 Ce, qS-f 73 SITE ADDRESS: /s -af t '- PROPOSED PROPOSED USE: d 00/L/C -rAil SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: ;i' 11. Is any portion of the proposed structure located closer than 20' to your front property line? 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 4) 12. Do you plan to add a driveway or modify e:ostng access to a county maintained road? GENERAL INFORMATION: No: 13. 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: ✓ 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: li 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: z-- /7. 7.Will this building be occupied at any time as an eating area? Yes: No: v 8. Will this building be occupied at any time as a cooking area? Yes: No: v 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: ;i' 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: L�— 12. Do you plan to add a driveway or modify e:ostng access to a county maintained road? Yes: No: 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 closet/toilet? Yes: No: 117. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? CO A/Cr"2" 20. What type of wall covering will the building have? W009 S1D 1A16 ,ejc G <z9,� CC 0 �+• Oct -05-00 01:56P P.02 I ADDITIONAL INFORMATION: I hearby affirm under penally of perjury the above bdromation 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 Disc) sure laws require disclosure of this information if or when offered for sale. ` 2c,11 OWNER'S SIGNATURE _ ATE OWNERS SIGNATURE DATE FOR DEPARTMENTAL USE R REVIEWED BY: COMMENTS: DATE: A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION y� 7 County Center Drive a Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. :�Re .,21lia) APPLICATION AND PERMIT o `D''�� '• •' l��"6 BUILDING PERMIT 01Mf°r a . O. O WILDING VVALUATION er�nss+s w..a ,tea. Q-�•-`- ?5 3 wuOMM ooeTaueTrow uioa uPoors waaa AooKss kFireplaceotal Valuation =A#6 OW Ort VOUN A - _ uetwa wo. lm Fee i 20.00 Aaecr wn*It aoncnis wax+e Aoonw Permit Fee i , (� Plan Checkin Fee @ULD gA00AM O 5 Energy Plan CheckingFee S S FEE _ tOTPA �' • ionsw�►� Gam, , �, Q WPERMlT PLUMBING PERMIT FiGng Fae 20.00 USEOFSTRUCTURE Each Trap 7.00 SFY Duplex O Mobilehome O Other Solar or hent pump water heater Water 23.00 15.00 piping a.�rr Each gas water heater or vent 15.00 TYPE OF WORK O Remodel O Gas piping system 1 -5 outlets 15.00 New* Addition LAIDUe O lnstalation O Other O Building sewer 15.00 Describe Work: Mobile Home S G W (&20.00 Q PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 6"00mv 1,14. Zi 1 23.00 Z3 o -Q Mein Service tow To ioeoA 46.00 / [ C004OftNS. • owtau�o oocuP. Q ADOws. a AOC. slat. W GUM 1 wow.waio. ' �utnovn�T ArruuTu 9.5irt rJ 07.50 I � . avowpi ' Ex. Occup. mma oa RmAn y 0 * '� Ex. Occup. roceo Anr4. o0t ovnFn oro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE _ *PERMIT FEE PAID MECHANICAL PERMIT Heating Filing Fee 20.00 SRA ate(. d p Cooling SHERIFF T J Hood 0.50 OTHER Ventilation PERMIT FEE S Moble Home Installation Fee S Energy Inspection Fee i TOT L FEE $ 3 . AMOUNT RECEIVED o. ,to .'► o �. ► �"" ro `� This permit Is hereby Issued under th applicable provisions of the Butte County Code and/or • Resolutkxu to do work Indicated above for which fees have been paid. ' *RECEIPT NUMBER V l * TO BE PVT INTO COMPUTER By onto PERMIT EXPIRES ON n APPLICANT: OWNER: PERNM #: A. P. WORK DESCRIPTION: PRC --ECT PROCESSING RECORD • 0 l .• +-, /I m DATE DES ON OF STEP 2 a1 0 aQQ ,m�� E 0 RESIDEN'T'IAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLFXAAFD MISCELLANEOUS ONLY Owner: Ra' Building Permit Number: Q/ — 0a G -- -Plans Examiner: A. P. Number: .0 q-7 OE; GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the Application. Existing violations on the property. Recorded notice of violation. A PLOT PLAN: ,4-- Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. 3 Other buildings or structures. _ 4-- Grading, fills and/or drainage. � Flood hazard. 6. Special conditions on Parcel Map (Noise S Fire Sprinklers, Water Tender, Traffic and Drainage - fees). e7�' . FAU k FAS road setback'. Building or utilities across lot lines (record form). FLOOR PLAN: ef'*- Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). Z.11' 10% of manual light and 5% of ventilation . (Uniform Building Code section 1103). .,3- Egress windows (Unifbrm Building Code section 310.4). A,-" Skylights (Uniform Building Code section 2409 & 26013.7). Glazing in Hazardous locations (Uniform Building Code iecfion`2406). Required room sizes and ceiling heights ts"(Uniforiii BuWj Code section 310.6). "4' GFCl in baths, garagi, Idtchen; wet bar; iiteii6i i6ceptacles (NEC,.2 10).. 'water heaters . Prohibited locations of gas water heaters (UiJ&r-m--P �_ig Code 509& 1213.5). Ar Prohibited locations of & heating'equipment Mecbanical Code 304.5). Garage fm%all sepaiation' - r'e'cVkedo'n"-'rgarage st " g supporting i� ;—. "d posts (Uniform"W Building Code section 302.4 6&i0tioi#3)-'--- ,IA-.,Yood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). )-21"5-moke detectors (Uniform Building Code section 310.9.1). ��Vater closet clearances (Uniform Plumbing Code 408.5). X. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 LSU sually shaped buildings (Uniform Buildin�Cotandard bracing or engineered design (Uniform Building Code section 2320.11.3). 3.' Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 0T_oundation 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. S. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. . 11. door header size(s). . Porch header size(s). 13. Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. pedal Inspection requirements. 7 er sizes. . • r" _ . Gypsum wallboard nailing inspection required. MISCELLANEOUS OUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).- 2. 006):2. Guardrails (Uniform Building Code section 509). 3. 'Brick or stone veneer (Uniform Building Code section 1403). 4: Exterioi plaster— weep screeds (Uniform Building Code section 2506.5). S. R,00fpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - 6: -- hoof covering type - (fire hazard). 7.' Foam insulation — protection. 8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three —story dwellings (Uniform Building Code section 1004.2.3.2). 10.. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). �c access and ventilation (Uniform Building Code section 1505). y,12F:Combustion air for fuel burning appliances — LPG requirements. -Sound requirements. Energy design compliance and supporting documentation. 1 : Flashing at all exterior openings. 6 CDF responsible area requirements. . Building 'irements: PM5A7 17.1. 7W(/1( Q,0 R' 9- o 17.2. elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. 17.6. Sub-Standard Housing letter. Page 2 of 2 VE In order to expedite ;hc review of your plans, tilealsc Complctc the following iufonni aoa and return this form with your rc-subtuitu, this form is not complete, as to all correction items, we will not be able to accept yoiir rc-subnuttal for review. There roust be a vali response to every item requested ilu our plan corrcc'uon letter. "By others' is not considcmd a valid responsC. Please ind.CatC yot responsc to each item and Lhc location where Lhc L-iformadon can be found on tiic piarzs/cales. ATTACH THIS FORM 70 COPY OFYOi� P3 6Ai'S �:E�&EGCf �i sR ,%ND pEiu'r,"�; %q T; lS REVISED A,%4D Q(ZT+GUTAt_ PLAP4.S. OWNERS NAME l j DATE: 1 J Itl V-1 ASSESSORS PARCEL NUMBER PERMIT NUMBER rao-59 RESPONSE FOR PLAN CHECK LETTER DATED:, ` Q PLAN CHLCIC tTEf�l # R, SPON<�E 3Y: LOCATION ON PLANS/CALCS: Oi TS: --)QJ1 nt-- C91-ft i.�P ,_ 9� w,. .d 1 f. lr S' `, �:: a-� l P'! ✓i % t1 �• (� /! PLAN CHECK ITEM, i. RESPONSE BY: LOCATION ON PLANS/CALCS: ry COM E S: N`Y-�� �~%GiGc' �%�'r!d- � aa� P 09 c1 �C>c C `U �`1.S PLAN CHE K IT M It PON Jt BY: (LOCATION ON PLANS/CALCS: 1 ME N TS: /��,Q T / Z i i " c� Csi<'� ,. /? . ' _' "�.. I'l� sC < fi ►� f� ,.�. ! PLAN CHECK ITEM i/ RESPO`iSC BY: LOCA ION GN PL4NS/CALCS: COMMENTS: PLAN CHECK ITEM i1 RESPOPySE BY: LOCATION ON PLANS/CALCS: COMMENTS: — LAN D O F NATURAL W E A L T H AND BEAUTY DEPARTMENT OF PUBLIC HEALTH f DIVISION OF ENVIRONMENTAL HEALTH �18-B County Center Drive 9411 Main Street 7 County Center Drive Oroville, CA 95965 P.O. Box 5364 Oroville, CA 95965 February 13, 2001 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538-7281 FAX: (530) 538-2165 TEL: "(530) 891-2727 FAX: (530) 538-7785 FAX (530) 895-6512 Mr. David Rader 4.075 Augusta Lane Chico, CA 95973 Dear Mr. Rader: The application which you recently submitted to this department for a building clearance on the property located at 4075 Augusta Lane, AP#: 047-670-058 has been reviewed. A clearance cannot be issued at this time for the following reason(s). 1. Unacceptable plot plan. Please submit two copies of a plot map showing the following additional information. a. Ten foot privafe drainage easement along back property line. b. Building setback line along Autumn Park Drive. C. Both wells and the 100 ft. leachfield free area. d. 100% leachfield replacement area. e. True configuration of property f. Show true dimensions of house. g. Show true location of house on lot. h. Show true location of inground pool. 2. The installer's as -built map of the septic system indicates that the leach trenches may be located within the area of the proposed garage. Please uncover a corner of the septic tank nearest the proposed garage and call for an inspection. Hopefully, this may allow us to more accurately locate the leach trenches using the as -built map. If you have any questions, please contact me at the Chico office listed above between 8:00 a.m. and 9:00 _. a.m., Monday through Friday. Sincerely, Cliff C. BottenfieId, R.E.H.S. Division of Environmental Health CCB: rlh:bldc lear:4075AugustaLane cc: Building Department Evergreen Development February 9, 2001 David Rader 4075 Augusta Lane Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-058 Building Permit Number: 01-0252 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Front of garage, right side, does not meet bracing requirements of the Uniform Building Code. You do not have four foot panel, you have panels of three feet ten and one half inches, an alternate braced wall panel will not comply in this situation as it would be both over height and you do not have a top plate nor beam per requirements of the code. Provide a lateral analysis of the front of this structure. Calcs and plans are required to be stamped and signed by the architect or engineer. In addition, bracing through the building shows non complying braced wall panels because the distance between them exceeds 25 feet, measured to the center of each panel. An additional panel (wall) can be added to the interior or you engineer may address the entire structure, not just the front, to eliminate the need for interior braced wall panel. Requirements for alternate braced wall panel is specific to the code. Your plans do not show code specific requirements and these requirements must be detailed correctly on your plans. Designer is to change plans to reflect code requirements or remove completely from the plans. Plans (two sets) have been sent to the Chico office for your convince in making the required changes. They will arrive i'n Chico on Monday, February 12. Pleaseqck up plans between the hours of 8:00 AM 'and 4:00 PM and return them with the requested changes. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. SRA requirements from the fire department have not been received in this office as of this date. I will notify you of requirements when received. Sincerely, Martha Whitney Plans Examiner cc: Evergreen Development Oct -05-00 01:56P + COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES ` OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING OLO-(0-70- 05 " OWNER: MAIL ADDRESS: 2- NG PMT. N PHONE: C- cit( ca q-3 i2 Ar913 SITE ADDRESS: �0 71- A U 5 u S ice- La &-'c C (r1 (C O q r5 -7 3 PROPOSED USE: s h V p A7 A�r i4 ai -e-- P.O1 SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify epsting access to a county maintained road? Yes: No: 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: 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 N) 15. Will this building be heated or cooled? GENERAL INFORMATION.'' No: 1. Is thore a primary dwellin llon the property? 2. Is the structure already b It, under construction, or under notice of code violation? Yes: Yes: No: No: r✓ 3. Will items produced in this building be offered for sale? Yes: No: L-- 4. Will the public have access to this building? Yes: No: I -- r5. 5.Will any advertising, on or off site, be associated with the use of this building? Yes: No: v 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: t/ 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: L- -,9. 9. Will this building be occupied at any time as a living area? Yes: No: tL SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify epsting access to a county maintained road? Yes: No: 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 closet/toilet? Yes: No: 17. Will this building have a sink? Yes: No: C✓ 18. Will this building have a water heater? Yes: No: �✓ 19. What type of floor covering will the building have? A eej t 20. What type of wall covering will the building have? At 0 Al q-- 11k1-- Oct -05-00 01:56P P.02 ADDITIONAL INFORMATION: I hearby affirm under penally of perjury the above irdrornation 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 aut h. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. 47Zot OWNER'S SIGNATURE DATE OWNERS SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: CHICO ENV. HEALTH EFIS Septi /Well ❑ APPROVED in CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit a: e)0— General 117fof w7amon )0—Genera/Information Owners Name: Owners Address: Building Site Addre! Parcel Acreage: Pj o '_ ylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ® Septic ❑ Well ❑ Other Zone District: J �— I Date of Zoning Ordinance: General Plan: y / C Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement W1 No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area Pff No ❑ Yes GgA 8% Specific Plan ❑ No ® Yes gff Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use Floodplain No ❑ Yes Zone: /� _ Panel Number: Watershed Protection Zone it No ❑ Yes Proposed Use Complies With: M General Plan Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: . ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoninq Code Street & Highways Fire Prevention Subdivision ala Front t-- A V Side Side street V " NUrJ AQT6P_) rAL Rear 3 Heiaht �� ' Environmental Health Issues: Septic Permit Review Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No El Yes l Z N7i IIJ - 'S(P S UN >> 2 Ppf:)5E, 7 -- Map Date of Recording: '](1— 9 )4 Lot: Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). Book: )Iq8 ❑ Provide Creation Deed PageSo S3 ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. Aimtr E'S2 SjRl,) CO-JTrZL. AS f�P'PrW\16-D r3`J -r—Ce5 C SR —�' m Ax 63lrIY,- �iT G�ICfZGYFs IS R Li -)-9 0 _ co'. er-) t'i rkj-;r (SX) i (ZA b , Sol1, -e,s % NOTES RESIDENTIAL p_ 1 047-67-0-058 01-0012 i,DAVE r 4075 AUGUSTA., CHICO CONTR: PERFECTION POOLS i MASTER POOL # 99-1492 �L ttv _�-U � S SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date)'/ "J Signature 'A SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date)'/ "J Signature V= OK 0=Not OK - = Not Applicable = Not Ready ,i.• MOBILE HOMES, Date MOBILE HOME UTILITIES (Plans) OK except #'s f 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ i" L'ft. / P Nat. or / /"L"ft./ "LPG + Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS; COVERS; CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s LLe,tetoer6ks-Easements SoWCompaction-Structure Stability Id"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- closures-Panelboards-Ins. to Main in Conduit 9. Hea Department Approval _ If 44 10. P mb.; Cir. Test -Water Supply Test (j 61 "Light Niche Date/-17-j9- ate^1%--U Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j.M a- ov ./= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blackouts -Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes f] No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfgtq. 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-Undedlr. 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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: !4 ., — 1 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 ASSESSER PARCEL NUMBER 047-67-0-058 ZONING sr 1 BUILDING PERMIT OWNER DAVE RADER TELEPHONE 345 SO. FT. OCC. , BUILDING VALUATION . OWNERS MAILING ADDRESS 4075 AUGUSTA, CHICO 95973 r EST 20,450 CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 895-0437 CONTRACTORS MAILING ADDRESS 897 EAST 20TH STREET, CHICO 95928 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS " Fireplace Total Valuation $ 20.490 ARCHITECT OR ENGINEER LICENSE NO. FilingFee $ 20.00 Permit Fee $ 916-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4075 AUGUSTA, CHICO 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 • TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER POOL #99-1492 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 O*OVOR LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �% % j' Pi! License Class Lic. No. �' /�_ k 1 �+l OWNER -BUILDER DECLA ATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen on Insurance carrier and policy number are: Carrier (t 19 N_, _ Policy Number _a:7 2= — (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o ith comply with those provisions. o �, X � � Date I�� ; Sig atu a of Applicant - ❑ Owner O- Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT. gESID. ' MULTI.OLJTLET @7,50 �µRCUITS POWER APPARATUS BSWOIE .IIT. CIR. Ex, Occup OUTLET OR FIXTURES 20 @ ';00 Ex. Occup. GLI�A(RRESD°FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i 7n nn MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 344.00 - IMP FLOOD/ tr/ cDF PARCEL D ISSUE This permit is hereby Issued under the applicable indicated above for which fees have been in the Butte County Code and/or been By PERMIT EXPIRES ON provisions ionsto do work aid. © / a / to ReceiptNo. 309378 / $344.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.1ZVO APPLICATION AND PERMIT AsslpOR►/MCELNU1eslO �t� �i _ �r ,._. G S l �DN"OcJ�BUILDING PERMIT ►� Y v L 3 451 e �i3�v�FS�Q.FOCC. BUILDING VALUATION ow,a„ WtYq A001t21107 U G v s C 1-1,Q SSL% 7,3 °°NrRA mws MW , Ns OOdrR11C7 OONSTRUCr1004 UMM LMOM MARM AooRos Fireplace Total Valuation = AACMMCfOR DONM UCENCENO' Flinn Fee S 20.00 ARCMT=aR 040018511 HALM ADDAM Permit Fee = �(p Plan Checkina Fee S �'a0NOA0°"�s` fes' Energy Plan Checking Fee i PERMIT FEE LOTNO. susOWe10N,10JA PAM& MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF O Duplex O Mobilehoms 0 Other Water piping 15.05-73:777 Each ga3water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition O O L%Dfts O Installation O Other O Building sewer 15.00 �nRemodel q ^ Mobile Home I S I G I W @20.00 Describe Work: PERMIT FEE _ 73 ELECTRICAL PERMIT Flip Fee / 20.00 Main Service so=oORRM.' 23.00 Main Service 200A To IOWA 46.00 com . Own IM0 Occup. OR AOONS. A ACC. elnS. 3.5CR NOWA010. MUITFOUTIET @7.50 POwFA A UWU-9 i SNOLE O p0. EX. OCCU . OUTLU OR RCTURE1 Go eAL � 1:10 Ex. Occup. 0,s'-,o.°REA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wirin 23.00 -- (' PERMIT FEE _ `% MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID � Heating SRA ' ' $ Cooling SHERIFF $ "°°d 0.50 Ventilation OTHER $ $ PERMIT FEI: ! Mobile Home Installation Fee s $ Energy Inspection Fee i We C016T• TTiE TOTAL FEES 3 `� AMOUNT RECEIVED $ Wo �° eor wwcPO NO asuE a This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above to which fees have been paid. *RECEIPT NUMBER * TO BE PVT INTO COMPUTER By Date PERMIT EXPIRES ON n rh,9 A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: (J - & > a U S~� Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to peimit processing and/or issuance: Date Received By All iiems have been submitted.------------------------------------------------------------------------------------- 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 13TFlood elevation certificate. ----- eo�/.Sanitation and plot plan appro% ❑ 15. City of Chico plumbing permit. Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- El 19. 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building hispector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑ 24. Letter of signature authorization. ------------------------------------------------------- ------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------- 026. ----------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- ❑29. ❑433 A ❑Grant Deed ❑ M H Title ❑ Check to H C D $ (Date) ❑30: -Other: /EnT: n you issue the permit, process as follows IJMail to owner ' t co tractor. elephone and hold for pickup it /ffrce. V::: inspector. Applicant: li Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P llution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ B " dh D� iv}'sign counter, b Date: Plans reviewed by: Date: Plans approved by: ( Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll..... !'...... r�,.�_.�-__• _rT----�------_. r. ,-. .. .-.. z, -IT V ° - E. "ISE ONLY Plot Plan A"ach�d Floor Plan Attseh• Sant to S.D. I TO: Building Department 7e C FROM: Environmental Health SUBJECT: Sanitation Clearance Owner L cation AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for q -F. Other Hold final for: Final clearance O.K. for: NOTE: C • �G�P�7JE�N, �ii�, l .Fi�s� �.",)�- !fid Environmental Health Specialist Date 6/96 f. GREGORY -A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: 7 �'go" Lir AR��'i �r allo..0 !1283 cl9 REN. LOAD SUMMARY Wind Analvsis Normal force method, exposure B, 75 mph wind speed P=CeCgQs1 WALLS - P =.62 * 1.3 * 14,5 * 1.0 =.0117 ksf @ 15 ft. ' P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 f2. P =..76. *J.3-* 14.5 ' 1.0 =.0143 ksf @ 30 ft:` -'.....' kOOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 =.010 ksf. @ 20 ft. 7=.72*1.0* 14.5* 1.0=.011 ksf..@ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 *14.5* 1.0=.010 ksf @ 15 ft. P =.67 * 1:1 * 14.5 * 1.0 = .011 kst @ 20 ft. P=.72 * 1:1 * 14.5 * 1.0=.012 ksf @ 25 ft. P=.76 * 1.1 * 14.5 * 1.0=.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 .1636 (w) , @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @piaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load - FLOOR LOADS: 10 psf dead load + 40 psf. .live load 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls;._-...... 10 psf @ exterior walls with 1 -coat stucco or siding lCrowt /�/e�afi'a h MGN A v tom_ L 7 Z. Y . / s s R5 C.S.! Co 5��� • 5P � i <<s . --l-1 . ,I 0 V r jW 6� p, c. P� A- ,,� f2 -.7a k5 91 A3 Z4 �1� ,\-r-/ - 4-6 tit", All. If` R Roof Beam( 97 UBC (91 NDS) l.StruCalc 4.06 PSI Side One: Roof Dead Load: DLI= BY: Gregory A: Peitz, Gregory A. Peitz Architect on: 02-04-2000 Roof Rafter Tributary Width: TW 1= Project: SCHUSTER - Location: FAMILY RM. RIDGE DL2= 10 Summary: 6.75 IN x 15.001N x 25..0 FT ./ 24F -V4 - VISUALLY GRADED WESTERN SPS -Dry Use TW2= 10.0 Section. Adequate By: 25.1%0 ...ContrslGng Factor`. Moment of InerMa /Depth Required 13.92113'". .. .... .... Deflections: Dead Load: DLD= 0.68 IN Live bad: LLD=. 0.65 IN = L/461 Total Load: TLD= 1.33 IN = L/225 Reactions (Each End): 265 Total Maximum Load: wT= Live Load: RL= 3160 LB Dead Load:RD= _.... 3312 LB Total Load: _ RT= 6472 LB Bearing Length Reqd.: BL= 1.48 IN Camber Regd.: C= 1.02 IN Beam Data: L= 25.0 FT Span: Maximum'Unbraced Span: 2.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 13 PSF f L --d d Ar RLA= 500 SF oo oa Roof Live Load Method: 2 238 PSI Side One: Roof Dead Load: DLI= 10 Roof Rafter Tributary Width: TW 1= 10.0 Side Two: Roof Dead Load: DL2= 10 Roof Rafter Tributary Width: TW2= 10.0 Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: 101.2 IN2 Adjusted Beam Length: Ladj= 25.0 Beam Live Load W/ Slope Red'n: wL= 253 Beam Self Weight: BSW= 25 Beam Total Dead Load: - wD= 265 Total Maximum Load: wT= 518 Controlling Total Design Load: wTc_ ont= 518 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS _.... . Bending Stress: Fb= 2400 Shear Stress: Fv= __. , 190 Modulus of Elasticity: Ex= 1800000 Ey= 1600000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Cv=0.93 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: 4 Shear (A d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fcperp= 650 Fb'= 2805 PSF FT PSF FT FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI• PSI Fv'= 238 PSI M= 40452 FT -LB V= 5825 LB Sreq= 173.1 IN3 S= ",253.1 IN3 Areq= 36.8 IN2 .. A= ....... 101.2 IN2 Ireq= 1517.0 IN4 I= 1898.4 IN4 Roof Beam[ -97 UBC (91 NDS)1 StruCalc 4.06 By: Gregory A. Peitz, Gregory -A. Peitz Architect on: 03.08-2000 Project: SCHUSTER - Location: KITCHEN Summary: 3.125 IN x 9.00 IN x 13.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 18.6% Controlling Factor: Moment of Inertia / Depth Required 8.50 In Deflections: Dead Load: DLD= 0.32 IN Live Load: LLD= 0.41 IN = L/378 Total Load: TLD= 0.73 IN = L/213 Reactions (Each End): RL= 1428 LB Live Load: Dead Load: RD= 1098 LB Total -Load: RT= 2526 LB Bearing Length Reqd.: BL= 1.24 IN Camber Reqd.: C= 0.48 IN Beam Data:.... .. L= 13.0. FT Span: Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: - RP= -7:00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DL Beam Loading: LL= 16 PSF Live Load: Roof Loaded Area: ... RLA= 182 SF Roof Live Load Method: 2 10 PSF Side One: Roof Dead Load: . . TW1= 7.0 FT Roof Rafter Tributary Width: DL2= 10 PSF Side Two: Roof Dead Load: TW2= 7.0 FT Roof Rafter Tributary Width: Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Ladi= 13.0 FT Adjusted Beam Length: wL= 220 PLF Beam Live Load W/ -Slope Red'n: BSW= 7 PLF Beam Self Weight: wD= 169 PLF Beam Total Dead Load: wT=. 389 PLF Total Maximum Load: Controlling Total Design Load: - wTcont= "` '389 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: .Fb= Fv= 2400 190 PSI PSI Shear Stress: Modulus of Elasticity: Ex=" 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc—perp= 650 PSI Adjusted Properties: Fb'= 2976 PSI Fb' (Tension): Adjustment Factors: Cd=1.25 C1=0.99 Fv'= 238 PSI Fv': Adjustment Factors: Cd=1.25 Design Requirements: 4 M= 8209 FT -LB Maximum Moment: V= 2235 LB Shear ((@ d from beam end): Comparisons With Required Sections: Sreq= 33.2 IN3 Section Modulus: S= 42.1 IN3 Area: Areq= 14.2 IN2 A= 28.1 IN2 - Moment of Inertia: . _ .... Ireq= . ... .... ....... 4T.. _._....._.-189.8 160.1 IN4 IN4 . . Multi -Loaded Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 190 Bv: Gregory A. Peitz, Gregory A. Peitz Architect on: 03-08-2000 M= Project: SCHUSTER - Location: KITCHEN/FAMILY.RO.OM FT -LB 4 Summary: V= 6.75 IN x 18.00 IN x 16.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS. - Dry Use LB Section Adequate By: 336.2% Controlling Factor: Section Modulus / Depth Required 8.62 In 83.6 Deflections: S= 364.5 Dead Load: DLD= 0.06 Live Load: _ LLD= _..0.06 Total Load: TLD= 0.12 End Reactions(Left Side): I= 3280.5 Live Load: -RLI= 1750 Dead Load: RDI= - - 1520 Total Load: RTI= 3270 End Reactions(Right Side): - Live Load: RL2= 1361 Dead Load: RD2= 1220 Total Load: __. RT2= 2581 Bearing Length Regd.(Left) : BL1= 0.75 Bearing Length Regd.(Right): BL2= 0.59 Camber Reqd:: C= 0.08 Beam Data: Span: L= 16.5 Maximum Unbraced Span: Lu= 2.0 Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 Uniform Load: Live Load: .. wL= .... 102 Dead Load: wD= 70 Beam Self Weight: BS -W=-. 30 Total Load: wT= 202 Concentrated Load PI: Live Load: PL1= 1428 Dead Load: PDI= 1098 Total Load: PTI= 2526 Location: )6= 6.0 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 C1=1.00 Cv=0.96 Fv': Adiustment Factors: Cd=1.00 .... ...Design. Req.uirements:- ...... ..._.._.._.__._. _ --- Maximum Moment: 6.0.01 FT From Left Support Shear ((@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: — Moment of Inertia: Ev= Fc—perp= Fb'= 1600000 650 IN IN = U3089 IN = L/1659 LB LB LB LB LB, .. LB IN IN IN FT FT PLF PLF PLF PLF LB LB LB FT PSI PSI PSI PSI PSI 2297 PSI Fv'= 190 PSI M= 15992 FT -LB 4 V= 2968 LB Sreq= 83.6 IN3 S= 364.5 IN3 Areq= - .. 23.5 IN2 A= 121.5 IN2 Ireq= 355.9 IN4 I= 3280.5 IN4 I APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION March 14, 2000 Schuster Custom Homes 3406 Keefer Road Chico, CA 95926 Attn: Steve Schuster We have completed .an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on the underslab soil obtained from the building pad of Lot #47 at Phase II Pheasant Landing Subdivision in Chico, CA. It is our judgement that the sample obtained for testing is representative of the worst case for expansive soils on this Lot. - The soil described above was sampled for expansion index testing. The test result was an EI = 9. The UBC classifies this soil as having a "Very Low" potential for expansion. The' Butte County Building Department requires no recommendations for mitigating the effects of soil expansion if the EI is less than 20. - Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, /J Brad Forsythe Director of Operations p - 0 3060 Thomtree Drive, Ste. 10, • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Date: 13 -Mar -00 Client: Schuster Custom Homes Tech: B. Carter Project: Pheasant Landing, Phase 2, Lot # 47 Contact: Steve Schuster Soil description: Brown Clayey Slit Sample location: Lot # 47 Sample taken by: ATC Depth of sample: NA Moisture determination Gross wet wt: 359.4 Gross dry wt: 328.0 Pan wt: 84.5 Net dry wt: 243.5 Moisture Loss: 31.4 Moisture content: 12.9% Density determination Wt of soil & ring: 577.4 Tare of ring: 200.1 Net compacted soil wt: 377.3 Dry Density, pcf: 101.3 Saturation determination . Volume of solids: 0.601 Volume of water: 0.209 Volume of air: 0.190 Degree of saturation: 52.4% Gross final wet wt: 412.0 Gross final dry wt: 331.0 Final moisture loss: 81.0 Final net dry wt: 246.5 Final moisture content: 32.9% This test was performed per Reviewed by: . M Star 1 3/14/00 1 1 1 1 1 1 1 1 Fina Time I Reading Expansion Index: 9 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 NOTES �' _ RESIDENTIAL ` 4 047-67=0-058 00=0467BPEM PERMIT NO RA_:;DER, David t - �-`___ 4075 Augusta Lane, lot 47, Chico (new S/F) Steve Schuster o 1- oo f vcl�-p 1 OFFICE COPY Address I GAS Meter By i ELECTRIC /,2 Date i Meter By �r i Date�� SPECIAL CONDITIONS CHECKED BY __ZSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ` Se/,7'; C_ JOBFINALED Signature L INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE GJ _ Uo FROM: Ui4A ENVIR. HEALTH, CHICO DATE: A- RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Belk s7ZQe— SEPTIC: �WELL: AP#:7 - 0 7D "b�ADDRESS/LOCATION: 1-b T X4.7 !�¢ .Comments: GUmemos/releasehold V = OK , 0 = Not OK = Not Applicable = Not Ready ;,,RESIDENTIAL (Single & Duplex) Date „ (!'nderfloor (Plans) OK except #'s Date FRAMING (Cont' d , 't Main; Soils-Elec. Grnd.-/ P' Ftg. Depth tg Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Seel-/ r Ftg. Depth m Stewalls, Main; Steel- Blockouts-Wrapped wa 6 lls, Garage; Steel- Blockouts-Wrapped 6a Downs and Special Anchors 46. 9 .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 16' UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 49. ,Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 11. Water Pipe; Test -Anchors -Regulator -Service Test 51. 12. Electric Underground Property Line Firewall & Openings 13. Plenums & Ducts; Clearance -Material -Support -Ins. 54. 14.1 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 55. 15! Access & Ventilation 56. 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic Date Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date 61. Card B-1 Date Card B-1 Date Infiltration -Walls -Windows PLUM IN (Permit) OK except #'s 71. 17. Water Htr.; Vent -Access -Combustion Air Baffle 72. 18. Water Pipe; Test & Anchor -Nail Protection 73. 19. 21. D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 74. 22. Gas Pipe; Sixe & Anchors 75. A.C. Duct in Garage -Damper Date Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Plb., Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection ELECTRICAL (Permit) OK except #'s 79. 23. Fixture & Transformer Clearance -Ins. Protection 80. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 81. 25. Size Boxes & No. of Conductors Stapled f 26. Romex Installed Close to Edge of Studs & C.J. c 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 83. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 84. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 85. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 86. 31. Service -Riser Conductors & Ground Main Disconnect 87. 32. Equip. Clearances Panels-Motors-Mech. Equip. 88. 33. Clothes Closet Light -Shower Light -Spa Light 89. 34. Smoke Detector 90. Corrections from Previous Inspections Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Energy Compliance Certificate -Other Certificates 35. A.C. Ducts Insulation & Support Address Posted 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade Date 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Card B-1 Date Card B-1 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 46. tnue ) Hangers -Post Caps -Anchors -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 c 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 J , 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 P 'elsli 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 'Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive Q Yes Q No/Walks Q Yes Q No/Planters Q Yes 0 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: / = OK 0 = Not OK - = Not Applicable * = Not Ready, • MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-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 06-,:":,2000 09:19 hiEs<.S - CHroo -y 89456 140.178 Vol Certificate of Conformance f�rt�at� 0 52 T 3 6 THIS IS TO CERTIFY ftt the glued taftnated tin fuer products identified with a coltectiw marts of Eng/n t+yi W Sy**M (MV wm manuraotured in accordance with the applicabie smrsMrds and associated specif;catlons indicated D9low, ANSI Standard A100.1-1992. For Wood Produt:B - Strttouraj Glued laminated Trt+ber MM -seta Glued terminated Timber Combinations And &GAP' Cvrnputer Program For OerorrnMing Design Stresses AITC 117.93 - Manufacturing - Standard SpedHcafions For StrL%Wml Gtued Laminated Timber Of softwood S IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued fervirwed timber tnefflWm were produced in a mariufacturing tacility subject to regular audits in accordance with the Ei�Pnemif Wood Spslerne (EWS) Ouality Assurance Program. Routine audits include inspeelion of the manufacturing process and evaluation of the In -plant QA program with adequate samp8ng to verity Conta""ance to h:bjs" standards for lumber grade and gluetlne bond quality_ -MIS CEvz:nf7tes LUL S !&L PPl1ED T --6R -rtW SC�Tg CAMPP�J ��2 L_C�T- V4 �T Atlf� UIS�� �R� o`�t►p0 � _rlt� P6N � wE�dE EO a 0O 4 - .em cin- �� SEAL by - w d. $ Thomas f3. vYiramsort �'•. ♦ _ ,rte Executive Vice, Ptettidsnt euro now smyease a memo capnow arA t- "fl -V COSOMOSOM lU000�oC�iJollr to+�8.� •wn Ssaa • vp- ea ha0o • 7�r►a�+a iiw►lsr•+dao -, �Ner�.: i�1 e�brli0p � is pr+�r. tsrii sOf�S .= CERTIFICATION OF INSULATION v ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS T M �} , -� (Wr '"�`�j %� E � � /'j� ,� q71309 ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT LD MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS liz R - VALUE INSTALLED APPLIED THJCgVIS MIN. INSTALLED WEIGHT PER SOUAREFOOT R - VALUE INSTALLED APPLIED THICKNESS co 3 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CEATIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATUREATION NTRACTO S�jMANAGER TITLE DATE SIGNATURE- RAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY ... .... . COUNTY OF BUTTE BUILDING DIVISION .s 'DEPARTMENT OF DEVELOPMENT SERVICES ' z 411 Main Street • Chico, CA • (530) 891-2751. 7 County Center Drive • Oroville, CA • 538-7541 (530) a CORRECTION NOTICE OWNER PERMIT NO. _`ya 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. c f�t2 fi✓�t �� Y yam Date a Inspector 6111-44 Z 141 1 REV 10 92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE6� 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. s Date Inspector REV 10/92 COUNTY OF BUTTE . ................ . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicated that the following violations of butte county Ordinances exist at the above address and sh t6 be corrected. Please notice this office when correction of work is completed. If ave any questions pertaining to this matter, or need additional explanation, please c ctthis office immediately. A Date 6 �29%-1-C 47-1) Inspectory W" REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538-754 PER (Rev. 12/96) APPLICATION AND PERMIT - b�`�� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT UHVID RAIDER TELEPHONE S FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 792 141256.00 CONTRACTOR'S NAME .q= SCHUSTER TELEPHONE 894-0894 C8 y � CO 7,611.50 J J J CONTRACTORS MAILING ADDRESS 3406 KEEFER RD CHICO 95973 CONSTRUCTION LENDER Fireplace a 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 187 365.50 GREG PIETZ UMA3 Filing Fee $ 20.00 Permit Fee $ 947.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 615.88 BUIL DINA ADDRESS INCHICO Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 11606.38 LIQ 0. C}/ SLP!fMt DING PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 5 7.00 105.0 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.0 Each as water heater or vent 1 15.00 15.00 TYPE OF WORK New Y& Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 30.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 -LEFiling Main Service 2o0A 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 licenseis i f c Td effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC P. SO OR ADDNS. ( g ACC. BLDS. 3.5¢FT; "NoN A °ESI.T. MULTI.OUTLET 97.50 POWER APPARATUS S SINGIF OUTLET CIR. EX, OCCU OUTLET OR FIXTURES BAL 1 .w Ex. Occup. OFIX��SRLNS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 M-Lsc. Wiring23.00 PERMIT FEE $ 177-)0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 10-00 Cooling Hood 6.50 Is 50 Ventilation GAS FIRE PLACE . 00 PERMIT FEE $ ' 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'HAZ. compensation laws of California, and agree that f I should become subject to the workers' compensationisions of section 3700 of the Labor Code, I shall ovisions. fort ith co pl wIffr Aof X Date 0 Signa ure of pl' nt - ❑Owner Contractor ❑Agent An OSHA permit is required for excava to s over 60" dee and demolition or constructions of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ cc R%3 CONST. TYPE TOTAL FEE $ 2 153.50 D. FESe IMP FLOOD CDF PARCEL "- PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By�ixp(¢u i� Date),' /' f-tJo PERMIT EXPIRES ONL_ Date Receipt No. 285745 WHITE-D.D.S.-B.D. CANARY -ASSES PINK -IN ECO G NROD-APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT-C�4�'� ASSESSOR PARCEL NUMBER A/ / ZONING BUILDING PERMIT - OWNERD44 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER MAILING ADDRESS Z 2 ts CONTRACTOR'S NAME TELE9MONE `� CONTRACTOR'S MAILING ADORES, -3i 8 •� -C CGL 9 73f CONSTRUCTION LkNDEA i Fireplace LENDEA'S MAILING ADDRESS Total Valuation $ ARCHITECT OR �� ENGINEER t LICENSE NO. �/ Flan Fee $ 20•00 Permit Fee 4150 $ ARCHITECT OR ENO S MAILING ADDRESS Plan Checking Fee tj9j ZX $ BUILDINGADDRE S Energy Plan Checking Fee $ PERMIT FEE $ LAT N L S NIS IOGN5 NAME / PARCEL MAP PLUMBING PERMIT Fling Fee 20.0V0 Each Trap 7.00 USEOFSTRUCTURE IF Duplex 0 Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 b'a Each as water heater or vent 15.00 d'a TYPE OF -WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 . V -o Building sewer 15.00 c Wp Mobile Home IS I G 1 @20.00 -07 ,00 PERMIT FEE i ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 200A OR LESS 23.00 r ria - ' } 1 t ! y aas ?45 f /% /4o i Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADDNS. ( a ACC. eros. NEW CONS . MULTI.OUTLET NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLEr CIR. OUTLET OR FDRURES 20 @ t.00 EX. OCCU B 20 .00 Ex. Occup. o,ED A=-.)0EA 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ , ff0 MECHANICAL PERMIT Fling Fee 1 20.00 4&0-0 ` &"C:Fl Heating L /00 Cooling A-5, Hood 6.50 j (7 Ventilation PERMIT FEt S Mobile Home Installation Fee $ ' Energy Inspection Fee 'q PE TOT FEE $ HAZ I FLOOD CD F C V f HO UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) R qSd Iq h R'� nn' ::�t� M' IL_IiY.:�i r_}'.Jf•:cla: Ltt l yq l r: f.. ` 'l•7`.7'F+�TG! .y.+„"TiC� mac— � _ ..i: _ � i.. •1.' t .�n.l_.�2isl •i - .LZ, '.s.�,- •11 �. ,�t.� ,..iN �• :'a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET A o 4- 1/7 17—PrOWNER: letl f ASSESSOR PARCEL NUMBER: 7 —1,7— Proposed oposed Building Use: Building Inspector: Date: 3n At time of permit application, I advised the following data must be submitted prior to pew mg and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ p ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.-------------------------------------------------------------------------------- t anufactured Home data and installl�tionZ ctions including Tie Down Specifications. ees of $ 2r. -� Z_Z _1__- ----------------------------------------------- 0 .,Manufactured mpact fees as shown on the attached schedule. ------ ------------- ----- -A �__—____-. q'ralifornia Department of Forestry plan approval/f s ------- ____________ ❑ 1�3 . �Flood elevation certificate. ----------------------------- ------------------------------- Sanitation andP lot lana approval I t! P PP Health Department. ------------------ ❑ 15. City of Chico plumbing permit. ----- = -- -- — ---------- -------'--------------. ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------- ❑ 17. Planning approval for (A) Use: Q < (B) Parking: fpwContact Land Development about El Improvements, 11 Drainage, El Legal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). -e' -4C- C- --------- 020. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). -----------------------=------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement.-------------------------------------------------- 026. -------------------------------------------------❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. -------------------------------------------------- ------------------------ ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - --------------- 030. ______________❑30. Other: WlRj6 I �FJ3 ox 2 0*07 MIMI Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 'UTelephone rj q' y and hold for pickup at C ► < <! office. Del* with ' ctor. ; Applicant: Date: J ` 60 1�^ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: - T J T'— 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, ❑, �' 1, ❑ 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 ,40 mail, ❑ Buildin� D^�' on counter, by Date: Plans reviewed by: Date: Plansapproved by: / V �'' Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfefpy: Date: E.H. USE ONLY Piot eiix: Attached Floor Pian Attached E q( elSent to 8.� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance RC -110/1-1-1 /1-1-1 Z, f 7 A L 670-- o6r Owner 1-66ation AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well x Clearance for -dw6#irrg. Other Lt 6 lr"? 1-24,, . Hold final for: L n ✓, //e -4b % Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE �p->�' 4/7 OWNER CC, 0,1 C' t A.P. # � 7 — 6 "7 - osv r PROPOSED BUILDING USE DATE 3 RECEIPT # DATE REC V111 BUILDING PERMIT FEES 7" / -- Balance Due ................ $ o �' -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ --. Revised Plan Checking Fee ....... $ g"'2. SCHOOL DISTRICT FEES 6k, C t > (paid at District Office) a C 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ <_eSq.Ft. 4. AN 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) -SRA FIRE INSPECTION"AND PLAN CHECK 0 5� $89.00 (paid at Building Division) D 8. WATER TENDER FEES (Battalion # ) $2 0 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the Ian checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Y u .r.. .:lr• . , . ...,y. ��-_. r .-.fe 1. _.,..,,, y'`�Y.. �''1r,-+.rri.. �: .- • w .� `vi, � l^'�` , �.., r„ H .i-•" `- 1. f .. .... .. BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM i (One form per Building) School District (D Building Department No. A.P. Number ��'�p�j%'�� Jurisdiction: City County Property Owner Property Location/Address ChzMae 11\/ Subdivision (,r Lot No. .................................................................... _...................................... Residential Development Sqi Footage 3 No ofI Livin Mobile Home Addition/ 'Su lemental to ' 9 PP � �' (Group ) Units Installation Conversion Permit # '(No foundation inspection): • i Nt .............................. .. .. ... Commercial/Industrial ' Y" " ' * : ; A " $q. Footage" ' New Addition (Including Exterior Roofed Areas) 7- 00. Date moor runs reev�iewwea Dy acnooi uisrnct rersonnerl District Identification No. t ` o o o Cl,(� School District certifies that schU S k—R M z (Applicanti .�yv Cee R C) CX, C:536) ?lq 0y9 (Street Address) (Phone Number) ah i ow (City) •w (State) (Zip Code) p. has complied with the requirements of Resolution No. 1 O - by payment of $ representing s3 / square feet School District Representative Paid by Check # Remarks: AB 2926 S FULL MITIGATION = Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with r Government Code Section 66020(1), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. � If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate. its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm +eF ?:...�=ti"'"'r�+','+, �,,�"t..�,�i%..i..y,,.�-�,�.,..yrr-^,�.^�,r�-*�''��r�^-u+�r+^".:t';Kytin,,,;�^'v�w1e�»m�o-c :.. �f",-�►�-"�r..�.-�-rr�^Y�rYT►:�..�..,r•rMdi.•�•n.•�M""1"►+vfPw.+�Ji'Jt4'Ar7M�MyQ��"^"1M CS . BUTTE COUNTY PARRS DEVELOPMENT FES CERTIFICATION FORM CHICO AREA RECREATION AND.r PARR DjISTRICT Assessor Parcel Number(s)0 47-&-70 058 'E . ,• Property Owner -DaUd balder r *. Project Location/Address k(n-7r7 AuOfj'A- n _ Subdivision Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition Mobilehome(s) Total Number of. Dwelling Units. Comment: r, 1 V r7. 00 Buildi ;g Dept/ ep tment Repr se tative Date e (C.i' ty ) Chico Area Recreation and Park District(CARD) certifies that 7 Al Non-Residential to Residential (Street Address) C Ck q `Z (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 -by payment for ' Vdwelling units @ $1,189 for total payment of $1 ARD Representative Date PAID BY CHECK NO . ? REMARKS BANK N0. aQ•� `1.1E'�Z f la PAID BY CASH RECEIPT N0. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. 04/24100 9*-51Ah 001A#7112 - park. fee ( form revised 11/90) CHECK ` VIVA #-Pm,Ts-, lust lUj I Q 0- ENVIRONMCNTAL HEALTH MO 2000 Chico, California y '107 iv TO I _ N Rt�l r� L 3.� �-�- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title ..........The„Schuster Residence Date..03/01/00 11:49:02 Project Address........ *v5 . 10 * Documentation Author... Marty Runnells ******* Bui ngermit Energy Calculation Services � T.m 1907 Mangrove Avenue, Suite E Plan Check -7 Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -000675 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage.......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2988 sf Single Family Detached New ' . Front Facing 330 deg (NW) 1 1 Slab On Grade 17.5 % of floor area 0.65 Btu/hr-sf-F 0.68 8.4 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, KNEE WALL TO GARAGE, LEFT, BACK BACK LEFT, BACK RIGHT RIGHT Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC VAULTED TRUSS SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO GARAGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 30.0 0.650 0.680'Standard Standar None Window Front (NW) 30.0 0.650 0.680 Standard Standar luone Window Front (NW) 6.7 0.650 0.680 Standard Standard Yes Door Front (NW) 20.0 0.650 0.680 Standard Standard Yes Window Front (NW) 6.7 0.650 0.680 Standard Standard Yes Window Front (NW) 40.0 0.650 0.680 Standard Standard-�.� Yes Window Front (NW) 30.0 0.650 0.,680 Standard Standard Yes Window Front (NW) 6.0 0.650 0.680 Standard Standard E:, Y=es "�° • . Window Left (NE) 15.0 0.650 0.680 Standard Strand"ard�P� Yes Window Left (NE) Left (NE) 10.0 18.0 0.650 0.650 0.680 0.680 Standard Standard �k s ��ti.�S-�a�n"dar_dDoor es Sta-nda d �ale - to 1. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Schuster Residence Date..03/01/00 11:49:02 MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal FENESTRATION REMARKS s � K coul't i Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back. (SE) 30.0 0.650 0.680 Standard Standard None Window Back (SE) 6.0 01.650 0.680 Standard Standard None Window Back (SE) 3.5 0.650,- 0.680_..-$tandard Standard Yes Window Back (SE) 12.0 0.650 0.680 Standard Standard "-Yes Window Back (S) - 3.5 0..650 0.680 Standard Standard Yes Window Back (SE) 63.0 0.650 0.680 Standard Standard None Window Back (SE) 22.8 0.650 0.680 Standard Standard None Window Back (SE) 2.3 0.650 0.680 Standard Standard None Window Back (SE) 25.0 0.650 0.680 Standard Standard Yes Door Back (SE) =8.0 0.650 0.680 Standard Standard Yes Window Back (SE) 63.0 0.650 0.680 Standard Standard Yes Door Right (SW) 17.0 0.650 0.680 Standard Standard None Window Right (SW) ±0.0 0.650 0.680 Standard Standard Yes Window Right (SW) 25.0 0.650 0.680 Standard Standard None Skylight Horz 4.0 0.800 0.730 None None None Skylight Horz 6.0 0.800 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .58 50 R- n/a REMARKS s � K coul't i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project T,itle.......... The Schuster Residence D.ate..03/01/00 11:49:02 MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.— Submittal 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 iiadicated in the Special Features Modeling Assumptions_ section. I , DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Steve Schuster Company. 'Builder Address. 3406 Keefer Road Chico, CA 95973 Phone... 530 894 0894 License. Signed.. - a 40/+3/9 a ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate ate Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. Gl 0V ate jujILDING ®EPAR E APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project'Title .......... The Schuster Residence Date..03/01/00 11:49:02 Project 7Mdress........ ******* Documentation Author... Climate Zone........... Compliance Method...... *v5.10* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING -ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply ✓ to' exterior mass walls) . *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. VA 118: Insulation specified or installed meets CEC quality ✓ standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. &A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control �;'� q�iy�✓ 2. No continuous burning gas pilots allowed. Building Permit Plan Check Date Field Check/ Date MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING -ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply ✓ to' exterior mass walls) . *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. VA 118: Insulation specified or installed meets CEC quality ✓ standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. &A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control �;'� q�iy�✓ 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Schuster Residence Date..03/01/00 11:49:02 MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM MF -1R User#=MP1333 User -Energy Calculation Servic Run -2988 SF.Res.-- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. -- 150(j): Pipe and Tank -insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired stcrage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot wa--er system. *5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N 4 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning , pilot light (Exception: Non -electrical cooking appliances (;C�t;�� with pilot < 150 Btu/hr) . .,'�� �= ,/ ,�. t + l►�G DEp�r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Schuster Residence Date..03/01/00 11:49:02 MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM MF -1R User#=MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire-with lamps with an efficacy of 40 .lumens/watt or greater switched at the entrance'to'the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ., J 1 ("OUN11) s i;14ALUING DEPARTMEN jf4ppmmOVED COMPUTER METHOD SUMMARY Page 1 C -2R Project Title ............ The Schuster Residence Date..03/01/00 11:49:02 Pro dd ******* ject A ress........ -- *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -000675 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating........... Building Permit Plan Check Date Fie Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -000675 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating........... 18.41 16.49 1.92 Space Cooling.......... 12.22 14.79 -2.57 Water Heating.......... 9.54 8.67 0.87 Total 40.17 39.95 0.22 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2988 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 ReducedYear Slab On Grade 1 25024 cf 2988 sf 17.5 % of floor area 0.65 Btu/hr-sf-F 0.68 8.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) . Units itioned Type HOUSE. Residence 2988 25024 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit i 2 . 0 Stagdsrd4l N No DEPA8"o PP ��� COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Schuster Residence Date..03/01/00 11:49:02 MICROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM C -2R '. User#=MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal OPAQUE SURFACES Area U- - Insul Act Solar Form 3 Location/ - Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 423 0.065 19 330 90 Yes None PLAN FRONT 2 Wall 37 0.065 19 330 90 Yes None- KNEE WALL 3 Wall 124 0.065 19� 330 90 No None TO GARAGE. 4 Wall 205 0.065 19 60 90 Yes 'None LEFT 5 Wall 300 -0.065 19 60 90 No None' TO GARAGE.. 6 Door 20 0.330 0 60 90 No None TO GARAGE 7 Wall 487 0.065 19 150 90 Yes None .BACK 8 Wall 13 0.065 19 120 90 Yes None BACK LEFT 9 Wall 13 0.065 19 180 90 Yes None BACK RIGHT 10 Wall 496 0.065 19 240 90 Yes None RIGHT 11 Roof 2482 0.031 30 n/a 0 Yes None TO ATTIC 12 Roof 555 0.031 30 330 19 Yes None VAULTED TRUSS PERIMETER LOSSES r Length F2 Insul Solar Surface (ft; Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 265 0.760 R-0 No TO EXTERIOR 14 SlabEdge 52 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 30.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 2 Window Front (NW) 30.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 3 Window Front (NW) 6.7 0.650 0.68C 330 90 Standard/0.76 Standard/0.68 4 Door Front (NW) 20.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 5 Window Front (NW) 6.7 0.650 0.680 330 90. Standard/0.76 Staridard/`0.68 6 Window Front (NW) 40.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 7 -Window Front (NW) 30.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 8 Window Front (NW) 6.0 0.650 0.680 330 90 Standard/0.76 Standard/0.68 9 Window Left (NE) 15.0 0.650 0.680 60 90 Standard/0.76 Standard/0.68 10 Window Left (NE) 10.0 0.650 0.680 60 90 Standard/0.76 Standard/0.68 11 Door Left (NE) 18.0 0.65010.680 60 90 Standard'/0.76 Standard/0.68 12 Window Back (SE) 30.0 0.650 0.680 150 90 Standard/0.76 Standard/0.68 13 Window Back (SE) 6.0 0.650 0.680 150 90 Standard/0.76 Standard/0.68 14 Window Back (SE) 3.5 0.650 0.680 120 90 Standard/0.76 Standard/0.68/ 15 Window Back (SE) 12.0 0.650 0.680 150 90 Standard/0.76 Standa d/-0.683 16 Window Back (S) 3.5 0.650 0.680 180 90 Standard/0.76 -T St�and`a`�a70 . 68 17 Window Back (SE) 63.0 0.650 0.680 150 90 Standard/0 7 5tandard/O0 &8# 18 Window Back (SE) 22.8 0.650 0.680 150 90 Standard/0.76 Staridartid%0�6-8 19 Window Back (SE) 2.3 0.650 0.680 150 90 Standard/Q��k76S�t�aridard/0.68 20 Window Back (SE) 25.0 0.650 0.680 150 90 Standard%0.76 Staridad%z068 21 Door Back (SE) 18.0 0.650 0.680 150 90 Standard/0-7-�6S�tanda�rd-/-'b :6 8 22 Window Back (SE) 63.0 0.650 0.680 150 90 Standard/06 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project.. Title.__.., The Schuster Residence Date...03/01/00 11:49:_02 MICROPAS5 v5.10 File -000675 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res:- Submittal FENESTRATION SURFACES HVAC SYSTEMS System Type Minimum Efficiency Duct Location Duct Tested Duct ACCA Duct R -value Leakage Manual._ Ef"f :.Area U- Attic Attic Act Exterior.Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 23 -Door Right (SW) 17.0 0.650 0.680 240 90 Standard/0.76 Standard/0.68 24 Window Right (SW) 10.0 0.650 0.680 240 90 Standard/0.76 Standard/0.68 25 Window Right (SW) 25.0 0'.650,0.680 240 90 Standard/0.76 Standard/0..68 26 Skylight Horz 4.0 0.800'0.730 330 0' None/1 None/1 27•Skylight Horz 6.0 0.800 0.730 330 0 None/l ' None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 6.7 n/a. 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 n/a 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.7 n/a 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 40.0 n/a 5 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 n/a 5 9 1 n/a- n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 n/a 3 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15:0 n/a 3 9.16 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0,n/a 3 9.16 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 18.0 2.67 6.67 23.6 1 1 8.5 1 21 1 n/a n/a n/a 14 Window 3.5 n/a 3 13 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 n/a 3 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 3.5 n/a 3 13 1 n/a n/a n/a n/a n/a n/a n/a n/a 20'Window 25.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 18.0 n/a 6.67 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 63.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 n/a 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2988 HVAC SYSTEMS System Type Minimum Efficiency Duct Location Duct Tested Duct ACCA Duct R -value Leakage Manual._ Ef"f HOUSE Gas ACSplit 0.800 AFUE 10.00 SEER Attic Attic t: ivy R-4.2 No N )AF4 0l. , !737 R-4.2No; No 0.645 � k�=�j���� COMPUTER METHOD SUMMARY Page 4 C -2R - .-Project.-Tl tl P _ _ _ _ _ _ . _ __ Th- Pr hiict-ar Raci A,=nr+c T1,to n7 /n -i /nn -1 -1 • n n • nn MI-CROPAS5 v5.10 File -00067S Wth-CTZ11S92 Program -FORM C -2R:.' User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank. External in 'Energy Size Insulation Heater Type Distribution Type System 'Factor (gal) R -value Gas Standard 1 .58 50 R- n/a REMARKS 0 4.�iL►�i1�G DEPASiVE ` 1 ^ HVAC SIZING Page 1 HVAC Project Title.......... The Schuster Residence Date..03/01/00 11:49:02 —Project–Address ........ _ - *******•� *v5.10** _ Documentation Author... Marty Runneiis ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -000675 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2988 sf 25024 cf Front Facing 330 deg (NW) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 19957 6983 Glazing Conduction ............... 14693 8201 Glazing Solar .................... n/a 20016 Infiltration ..................... 15824 5200 Internal Gain.......... ... ... n/a 2100 Ducts ............................ 5047 4250 Sensible Load .................... 55522 46749 Latent Load...................... n/a 9350 Minimum Total Load 55522 56099 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. {�'� J ars Multi-Loaded Beams 97 UBC (91 NDS)1 StruCalc 4.06 . By: Gregory A. Peitz, Gregory A. Peitz Architect on: 03-08-2000 Prosect: SCHUSTER - L`ocation: BEAM TO SUPPORT FAMILY ROOM RIDGE Summary: 5.125 IN x 12.00 IN x 16.5 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 0.1% Controlling Factor: Section Modulus / Depth Required 11.99 In Deflections: Dead Load: DLD= 0.47 IN Live Load: LLD= 0.48 IN = L/416 Total Load: TLD= 0.95 IN = L/209 End Reactions(Left Side): Live Load: RLI = 2852 LB Dead Load: RDI= 2808 LB Total Load: RTI= 5661 LB End Reactions(Right Side): Live Load: RL2= 1991 LB Dead Load: RD2= 1905 LB . Total Load: RT2= 3896 LB Bearing Length Regd:(Left) : BL1= 1.70 IN Bearing Length Regd.(Right): BL2= - 1.17 IN Camber Reqd.: C= 0.71 IN Beam Data: Span: L= 16.5 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: wL= 102 PLF Dead-Loads _ wD _ 70 PLF. . Beam Self-Weight:... _.._._..._.. _._.... :._. _._,....._.........;-....... BSW = .. ..:._. .. 15 ...PLR. Total Load: wT= 187 PLF Concentrated Load P 1: Live Load: PLI= 3160 LB Dead Load: PD 1= 3312 LB Total Load: PTI= 6472 LB Location: X1= 6.0 FT Properties For: 24F-V4- VISUALLY GRADED WESTERN SPS Bending Stress: _ Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc—Perp= 650 PSI Adjusted Properties: Fb' (Tension):. Fb'= 2989 PSI Adjustment Factors: Cd=1.25 C1=1.00 Fv': Fv'= 238 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 3.0598 FT-LB -0 6.001 FT From Left Support i Shear ((@ d from beam end): V= 5474 LB Comparisons With Required Sections: Section Modulus: Sreq= 122.9 IN3 S= 123.0 IN3 Area: Areq= 34.6 IN2 A= 61.5 IN2 Moment of Inertia: Ireq= 635.1 IN4 I= 738.0 IN4 047-67-0-019 99-0207 E SCIJUSTER, Steve Spyglass, end.of road,. Chico (ele . c/fire hydrants) Egan Flec 000 OFFICE COPY Address—gs& C41 '46 L-6 7-4 PaWaloy GAS Meter By— Date ELECTRIC Meter By Date J3 T� T�a�- J 3-3 -q E1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 o N PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER~ C� y _ ZONING BUILDING PERMIT OWNER _ (' rte-� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS I� n k . P. C l CONTRACTOR'S NAME It-- G tu r l C C T{G I TELEPHONE ? yS 714 CONTRACTORS MAILING ADDRESS C, rvc —71 " ? �V?17 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Pilin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIJNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 174A� , Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIONS t}<. 1A/ 4 jT NLI '/1 / S PARCEL MAP •4 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE�4A SF ❑ Duplex ❑ Mobilehome X Other �1L1_.� ,' C(L4 A.( Pi SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utiliitiees.0 Installation ❑ Other ❑ Describe Work: (Z" k.t!L('l tL /,f.,t� C,7 17� ) 1 u - rSYy Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V LESS Main Service 20 AOR LESS I 23.00 , •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 0 / r Lic. No. h% L� y OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the / performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this per it is issued. My workers' compensation insurance carrier and policy number n Carrier t r4ee a VL;'1Lx f -!a ST/s, Policy Number W N (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those, provisions. q X��•�U v+" Date 2 ' / _ Signafure of Applieant - ❑ Ow / r Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOooA 46.00 NEW CONST. DWL31.M1G OCCUP. W OR ADDNS. ( a Acc. BLos. SO 3.5QFT; NEW CONST. MULTI.OLET NONFRESID. UT@7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES aA0 @ 1.000 FIXED APPLNS. OR Ex. Occup. OUTLETS REBID. FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ d MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAz D IMP FLOOD cOF pARC0. PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By (flP �l f�F- PERMIT EXPIRES ON423-cPWO the applicable provisions Resolutions to do work been paid. Date d Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT In EI 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) / h , �, APPLICATION AND PERMIT 9g— I ASSESSOR PARCEL NUMBER — ZONING BUILDING PERMIT OWNER / TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MARINO ADDRESS 1 � J I c �JC..C..V [_I///o CV/1-//• CONTRACTOR'S / ��/� C— (—C lel rc j TELEPHONE •� 7 7 7? -4 CONTRACTOR'S ILING ADDRESS e -7l i X927 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS n '�' Energy Pian Checking Fee $ $ PERMIT FEE S LAT NO. SU N5 CS7297X5 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE� �� SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remode'l- ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: C9Z?f/�, I�(3 �(� T A— VIA_a41tX� 16 - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service 2o0A OR LESS 1 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 r 6 cee and effect. / Z / / / License Class e-0 Lic. NO. , / `� OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. So 3.50FT, NpN.q�,pT MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTUREST20 L O I..00 0I Ex. Occu . DFlx�LE�pSq Aa D OFRp5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 IiNPLBYGLK�$/rLST MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= $ Policy Number I/V A/ :3oQ6,q13r (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo -th cc ply w h thos provisions. g X Date 2' 3 9 / Sign Lire of Appl - ❑ O er Contractor ❑ Agent An OSHA permit is required for excava Ion over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE EE $ HAZ. D IMP I FLOOD I COF PARCEL PD HO SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate bove for which fees have been paid. .!.� -� -� "� �p By Date -V7 E�2 �'L�c�- PERMIT EXPIRES ON 42 3 -p2400 y Date Receipt No. Z57 ff WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNT`'. OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER: S °�..k9 ASSESSOR PARCEL NUMBER: Off(%" o� 5 6— 1—*3 Proposed Building Use: Building Inspector: J X3 Date: i 3 -,7q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By �All ms have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------- -------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------- -- ---------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineefimg must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation: -------------------------------- ------------------ El 7. Statement of Intent for N6n-Heated and A/C Buil"gs.-------------------------------------- ---------------- ❑ 8. Hazardous Material Form.----------------------------------------------------------------------- ------------------ f Ni ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑ 10. Fees of $ ----------------------------------------------------------- ------------------------- ❑ 11. Impact fees as shown on the attached schedule.-----------------------------------------------------------------~t, ❑ 12. California Department of Forestry plan approval/fees.--------L----------------------------------------------- 1113. ---------------------❑13. Flood elevation certificate.------------,--------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- >ti ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1,, ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------ El ---------=----------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- ❑20. Pre -inspection for required Request to Building Inspector on / (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter, of signature authorization. ----------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ? ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E130. Other: _------ When you issue the permit, process as follows ❑ Mail to owner, nMail to contractor. ❑ Telephone and hold for pickup at off. ❑ eliver th ' ector. :)� Applicant: ate: 2 - 3`9� —/ Copy of Haz-Mat form sent 11Health Department, ❑ Fire Department, ElP � Air llution Date:By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (80'0) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: '�) O.V e- �C'�e"-1 Job No: �y G Gur Ck 4 e. Address: g Alpine Engineered Products, Inc. .P Christian W. Chappell 8351 Rovana Circle Y` �O Sacramento, CA 95828-2522 I (916) 387-0116 AP#: 14--4 - 6o APPROVED INSPECTION A"GENCY' Timber Products Inspection; qi� P.O. Box 20455 'RO Portland, OR 97220 (503) 254-0204 WAI 0 m IFT ASA ID N AI m m o� Az 'GABLE E11'9 DETAIL STRONGBACK (NAIL TO LEDGEI (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2-I0d NAILS) (K) SPACING FII REFER TO SI PRODUCT All A35 IN FI E Tills DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) s110MITTEO BY TRUSS MFR. is (PI) 1111 ( G ) ( S' ) (M) BTR. S IP.ONGBACKFBRACE, (S) (SI (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES (FII) FEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION TO NEB FLAT M: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD 014 ONE FACE FOR A ]DIAL OF 6 STAPLES. (PI I. ( SI ) 6 (111 ) MUST BE PLATED. (G) GABLE END OESI(7I BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. , 1 KUIVLI7ALF. BRACED AT 55' O.C. (C) IX4 CONTIHUO(IS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE /2-Bd [COMMON NAILS, 24' MAX -,/ GABLE ENO Em NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 MITI, NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0- 3X4* 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD ONLOOKER CRITERIA 3.5' MAX. TYP. NOTCH N 24' D.C. I.5' MAX, 12' HIM 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHCUT BRACING 00 MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 30.0 15.0 0.0 50.0 PSF PSF P S F PSF PSF R E F R 9 9 2 DATE 03/19/98 DRW CD) 12 ql 7-9-0 15-6-0 /1 6 BETTER. •7-9-0 15-6-0 SS 7-9-0 15-6-0 Q O O OPO ��TRU�SS Q 0 7-�7-�� -J Q O O ,J •-WARNING- • TRUSSES 0.[OUIRE [SIREN( CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AMO IAs111UlE,RSBIRO'ONOf10N0R..USUIIIN100MfTALLING MA0ISON,AYi BRAf7lIP).PUBLISHED SAFETYYPRACTICES(TRUSS PRIORPLATE TO ►(RFORMING IHESI fUNClTONS. UNLESS 0INENWE" INDICATED, TOP CHORD SHAH HAVE PROPERLY AIIACUEO .STRUCTURAL STRUCTURAL PANELS. BOTTOM CHORD SHAH HAY[ A PAOFIRLY ATTACHED RIGID CIELINO, FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCIS. INC. SHAH NOT BE RE SPONf IBI[ FOR ANY DEVIATION FROM IHIf DESIGN{ ANY FAILURE 10 BUIIO IN[ TRUSSES IN COMFORMANCI YITH IP 1: OR fABRLCAIINO. HANDLING, SHIP►IMO, IM STALL IION 0R BRACING of TRUSSES. THIRS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE COUSACNICIONf ANI MAO[ OF [ODA All. A1.1.101 All. $UFI. ESCIPI AS N01[D, APPLY CONNECTORS 10 DR AYIMGfEl70,1150 SAA0N160NA[FS OANI.E[NGINEERCSll 11I ED OUT. ONUTHI SEORAYINGOAPPLIEfCONLYC IOU IHf EDES..l OF IH[ IR USS .[PICT[. H[RI AAD SUAII ROI BE RELIED UPON IN ANY OTHER NAY. �oQa��ffESS/ p yq ��� ���`" W. y y �S 9A w z V E: r * * �j CIVIC Q orf Of gAUF 0�`�\ T C L L TC DL D C D L BC LL TOT LD. 30.0 15.0 0.0 50.0 PSF PSF P S F PSF PSF R E F R 9 9 2 DATE 03/19/98 DRW CD) 12 '• SEON - 25458 D U R .FAC . 1 , 1 5 FROM P D C S PAC I NG , 1 CALIFORNIA IIIP PERM, PERMANENT BRACING EX TENSIONTOP 0 (SLOPING (9YPICA� CHORD. (CONTINUOUS) START X TENSIONTOP 0 (SLOPING TO FLAT) \ / / 10 FLAT) r/d L\ ACED BAY 0 ham I NJ ■SET � �� � �/ �E!����1 ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET; 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THE Al HIP. 2)THE END JACKS ARE SHEATHED WITH PROPERLY AT"(ACHED STRUCTURAL PANEL$) SECTION A -A FIELD APPLIED OR BUILT -1N CRIPPLES CRIPPLEIN PLANE OF TRUSSES CRIPPLE COMMON SPACING __T� SETBACK * (CONTINUOUS (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. * NOTE (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) ALPINE NT BRACING DETAI CRIPPLE SUPPORT LAYOUT SETBACK B G, SETBACK COMMON 71 TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES #]Hip B I PIT HED AND SHEA'T'HED U CH RAREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EX'T'ENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 F'LAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 'L — 10d COMMON NAILS THROUGH FACE. CHORD EXTENSION (TYPICAL) #1 HIP GIRDER SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING -I FOR CRIPPLE SPACING. ��(B) 11#21#31#41#51#6 SEE CA -HIP ENGINEERING FOR JACK 'TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF' THE TRUSS DESIGNER PLA'T'E MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING THE 'TRUSSES ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL. ENGINEER REGARDING CONVENTIONAL FRAMING. SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURA -1-10N FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 ICATING, HANDLING. SHIPPING. INSTALLING TC LL PSF I'LF CALIF. BRACE INSTITUTE. 503 D'ONUFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE '.LY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI 1 +rIMl'ORIANT— IURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TI'li OR FABRICATING, NG. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE' 'IONS IN NDS (NATIONAL_ DESIGN SI'ILCIFICATION PUBLISHED UY THE AMERICAN FOItLST AND ASSOCIATION) ANU Till. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEE c AS NOILD. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ESIGN. POSITION CONNECTORS I'ER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ANCE OF PRUFESSIUNAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SILOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TC DL PSF' DATE 06/25/99 BC DL IISF DRIWG BRCALHIP0699 s BC LL PSF -ENG ' TOT.LD. * I'SF * DUR.FAC. * SPACING 4 - :2X4 1.5X3 MAXIMUM CLEAn SPAN CEILING.JOIST 1.0X3 711IS DWG. PREPARED FROM COMPUTER INPUT (LOADS G OIMENSIONSI SUMMED BY TRUSS NFR. STANOAnD JACK DETAIL SPACING A 24' D.C. Or --FLECTION CnlTEn1A: (LIVE LOAD) IIAFTEn SLOPES < 4: IL► - L/240 nAFTCn SLOPES > 4:12 < 12: 12 - L/1110 CEILING JOIST ■ L/240 IT IS TIIE nESPONSIOILITY OF TRIC BUILDING DESIGNEn AND MUSS FABnICATON TD nEVIEST TIIIS OIIAWIFIG PnIOn TO CUTTING LUMOEn TO VEnlFY TIIAT ALL (IATA. INCLUDING DIMENSIONS ANO LOADS, CONFOnM TO TIIE AnC111TECTUIIAL SPECIFICATIONS ANO FAnnICAIOR'S TRUSS LAYOUT. 2X4 IIEM-Fin STANOAnD -1l000IflEO IF nAf TC11 NOT SUPPORTED AT ENO CEILING JOIST 5 1.00 f1AFTER -SLOPE < 4:J2 RAPTCR SLOPE > 4: J2 OUT < 12:L_LZ LIVE LOADIPSF) 16 16 30 30 16 16 30 30 DEAD LOAD IPSF) 7 15 l0 15 10 15 10 15 DURATION FACTOn 25X 25% 15% 15% .25% 25X 15X 15% SIZE GnAOE --MAXIMISA CLE -All SPAN -- CEILING JOIST 5 1.00 PLATE-WAVE_TPI95 0 0 0 0 O O O O O O 0 0 0 0 O O O O o �ALPINE� T� 0 0 o TRUSS o O O. O O O O DESIGN CRIT=UBC QTY - 1 TOTAL - i NGA11 TRUSSES REOUIRE EXIITENE CARE IN FABRICATING HANDLING SHIPPING INSTALI CINC. REFER TO HI9-91 IHANOLING INSTALLING AND bMCINGI. �UBLISHEO by TPI ( NATITUT0 PERFOIEikING3THESEGFUNCTION§.6UUNLES9 biHEHNISE'INDICATE0. TOPRCHORD SHAFETY ALL H, Y ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL PONE A PROPERLY ATTACHED ■NIMPORTANT110 FURNISH A COPY nF TN14 mnlrN Tn TNF 1NCTAl I ATTnN rnulnArTl APPLY CONNECTORS TO EACH FACE OF TRUS9 AND IINLES9 OTHERWISE LOCAL (TION CONNECTORS PER DnAMINGS'ISO A -Z. THE SIAL ON 1111R OnAMING INDI VESSIONAL_ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS9 COMPONENT 01/1 I CA -ENG JS I �, 2X4 11 BET. FL PLATE-WAVE_TPI95 0 0 0 0 O O O O O O 0 0 0 0 O O O O o �ALPINE� T� 0 0 o TRUSS o O O. O O O O DESIGN CRIT=UBC QTY - 1 TOTAL - i NGA11 TRUSSES REOUIRE EXIITENE CARE IN FABRICATING HANDLING SHIPPING INSTALI CINC. REFER TO HI9-91 IHANOLING INSTALLING AND bMCINGI. �UBLISHEO by TPI ( NATITUT0 PERFOIEikING3THESEGFUNCTION§.6UUNLES9 biHEHNISE'INDICATE0. TOPRCHORD SHAFETY ALL H, Y ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL PONE A PROPERLY ATTACHED ■NIMPORTANT110 FURNISH A COPY nF TN14 mnlrN Tn TNF 1NCTAl I ATTnN rnulnArTl APPLY CONNECTORS TO EACH FACE OF TRUS9 AND IINLES9 OTHERWISE LOCAL (TION CONNECTORS PER DnAMINGS'ISO A -Z. THE SIAL ON 1111R OnAMING INDI VESSIONAL_ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUS9 COMPONENT 01/1 I CA -ENG JS I L,ONGFELLOW LUMBER CO. 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 Inform' ation for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING.: Make certain truss sequences ant end -for -end orientation .are correct.' (RADE02031RADER DAVID / RV GARAGE RADE0203 RARER DAV/A1 COM *) THIS OWES PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR IUP,CHORD 2x4 DF -L #1 BOT 'CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a Lx - z0 O ID E~ J O O Imo-. Q W Fi W W CZ:1 z W IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 W 1-10-11 . z ' a� L 13-0-0 13-0-0 a-, C=) PLT TYP. Wave TPI O O ALPINE GCa W (s. Alpine Engineered Products Inc ll Saamenl0, CA 95828 . 6-0-0 Over 2 Support R-956 W=3.5" -95R Design Criteria: TPI STD "NARNIHG`� TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING, REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'OUOFRIO Olt. SUITE 200• MADISON. WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 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, SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES EN CONFORMANCE Nl TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BR ACIW6 OF TRII SSE S. IN[ S DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NAT ZONAL. DESIGN SPECIFICATION PURL [SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UHLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAW IOGS 160 A•1. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSEBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN.• THE SUITABILITY AND USE OF THIS COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. r� 1-1�E 0 -lis tI Floz. %ltr R=956 W=3.5" 9.4a CA - 1 - - F Scale -.25"1 Ft. FES S/p, TC LL 16.0 PSF REF R427--81149 CAy9�4 TC DL 10.0 PSF DATE 02/05/01 -O BC DL 7.0 PSF DRW CAUSR427 01036006 5 BC LL 0.0 PSF CA -ENG GTP/CWC ramD1 * TOT.LD. 33.0 PSF SEON - 25556 DUR.FAC. 1.25 FROM KD �CSPACING 24.0" - 03-RADER DAVID / RV GARAGE - AIA HIPSET 6- SB ITOP CHORD 2x4 DF -L #1 �30T CHORD 2x4 DF -L #1 CV WEBS 2x4 DF -L Standard CL.:3LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 41 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE —:ONVENTIONALLY FRAMED. p 3UILDING DESIGNER•IS RESPONSIBLE FOR CONVENTIONAL FRAMING. :Z—.— IN IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE BC @ 72.00" OC. W5X4(R) cry :F— ICS 0 a W3X10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W4X4 W5X4 (R) 4i C-3 z1�� 10-11 CI– HS2512 = W3x10 (bj) = -,L,-10-0-0 t )I� . j' - L 6-0-0 1_ 14-6-7 1 5-5-9 ��, �AQ- E 26-0-0 Over 2 Supports R-1857 W=3.5" />; j,�s R=1857 F1=3.5"!*- �'y ` Ln At cli PLT TYP. High Strength.Wave TPI -95\R Design Criteria: TPI STD **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AMD C=D BRACING REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C=D INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON. M1 53719), FOR SAFETY PRACTICES PRIOR TO CV PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IUDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED • 57RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 00 BUILD IN TRUSSES IN CONFORMANCE WITN TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALL IMG ANO / w ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAiI ONAL DESIGN C T-4 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR60 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OR AMI NGS 160 A - Z. TIIE SEAL ON THIS ORAWIHG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fn&eered Products, Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO NN. THE SUITABILITY ANO USE OF THIS SBCIBIDCOEO, CA 95828 COMPONENT FOP ANY PARTICULAR BUILDING IS THE RESPO11 BILITY OF TIIE BUILDING DESIGNER. PER AN SIITPI 1.1995 SECTION 2. CA 1 - F Scale =.25" Ft. W.tiF Fy TC LL 16.0 PSF' REF R427--83244 Y� TC DL 10.0 PSF DATE 02/06/01 BC DL 7.0 PSF DRW CAUSR427 01037019 5 e BC LL 0.0 PSF CA -ENG LVT/GWH Feb 06 2001 * TOT. LD. 33.0 PSF SEON - 54917 CIVIL P OUR.FAC. 1.25 FROM KD SPACING 24.0" `CSF 0203-RADER DAVID / RV GARAGE - A2 GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard N -'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. V3-. (IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: vd-?4.00" OC, BC @ 72.00" OC. IEFLECTION MEETS L/240-00 LIVE AND L/180.00 TOTAL LOAD. 0 RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" o.c.: SIMPSON LUS26. SEE SIMPSON CATALOG C-2001 E- v 0 0 Q-= W3X10 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required E.� NAILING SCHEDULE: (0.131x3.O_9_na11s) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 9" o.c. WEBS : 1 ROW @ 4" a.c. TO BRACE TC @ USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS: 20-3-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. W4X6 (R) III W4X4 13-0-0 I 13-0-0 _I 26-0-0 Over 2 Supports j R=4710 W=3.5" R=4710 W=3.5" au qe t s. Dep RIPP PLT TYP. Wave TPI -95\R - Design Criteria: TPI STD 19.4a CA - 1 - - F Scale —.25"/Ft.. •'YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND REFER TO N,B-91 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 16.0 P S F REF R427--21266 BRACING. (HANDLING INSTITUTE. 583 D'OIIOFRIO OR., SU IiE 200, "ADI 1011, l 537191. FOR SAFETY PRACTICES PRIOR TO INDICATED, TOP CNOgD SHALL HAVEPROPE0.LY ATTACHED Q�QWESS/�,� .An C eis. TC DL 10.0 PSF DATE 02120101 PERFORNIN6 TIIESI FUIICTlOHS. UNLESS O7HE0.NISE UCI RAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S7R ••IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIMEERED THIS DESIGN: ANT FAILURE 70 101 i0 s IP 8C DL 7.0 PSF D R W CAUSR427 01051025 - PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM SHIPPING. INSTALLING AND rJ BUILD THE TRUSSES I11 CONFORMANCE NI7H TPI: OR FABRICATING. HANDLING, MC BC LL 0.0 PSF CA -ENG TSB/CWC ALPINE BRACING OF TRUSSES. THIS OR CONFORMS WITH APPLICABLE PROVISIONS OF )IDS (NATIONAL DESIGN TAPPLYALPINE All D PAPER ASSOC I SPECIFICAT IAREPMAOEBLISHEDOF CONNECTORS TO * * TOT. L D . 33.0 PSF S E 0 N - 55553 AI ine Engineered ProduCl Inc. F 3Engin erto, CA 958285 CONNECTORS 20G ATHE AITNM A653AGR40RESTGALT STEEL. EXCEPT AS NOTED. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TILE SUITABILITY AND USE OF THIS COMPONENT FOR AHT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. �L� t �' CAf C _ D U R .FAC . 1.2S FROM K D SPACING 24.0" _ (RADE0203-RADER DAVID / RV GARAGE - B1 STEP TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 :B2 2x4 OF -L #1: WEBS 2x4 DF -L Standard FILLER 2x4 DF -L Standard 1PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 �)EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C-7) CV O W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.25" DUE TO DEAD LOAD. SEE DI•JGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00' OC. 10 PSF BC LIVE LOAD PER UBC. ,z Il2X4 = W1.5X4 z w w1(� 6-0_I z 10-1-8 10-1-8 4-0-0 12-3-0 4-0-0 20-3-0 Over 2 Supports I R=746 W=5.5" R=746 t•J=5.5" CT R) —• 141.5X4 III 1(E 6 -yl Q \ -,T- 0 1 ,T •w ��� V4 TPI STD 19.4a CA 1 - - F Scale =.25" Ft. PLT TYP. Wave TPI -95 Design Criteria: 62 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE W4X4(A5R) = W5X8 ; 16.0 PSF REF R427--21267 a INSTITUTE. S" D'ONDFRIO OR., SUITE 200• MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO p {� (F TC DL 8.47 PSF Y� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI[ATF0 TOP CM ORO SHALL HAVE PROPERLY ATTACHED y W2 5X4 = .w ,z Il2X4 = W1.5X4 z w w1(� 6-0_I z 10-1-8 10-1-8 4-0-0 12-3-0 4-0-0 20-3-0 Over 2 Supports I R=746 W=5.5" R=746 t•J=5.5" CT R) —• 141.5X4 III 1(E 6 -yl Q \ -,T- 0 1 ,T •w ��� V4 TPI STD 19.4a CA 1 - - F Scale =.25" Ft. PLT TYP. Wave TPI -95 Design Criteria: "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE C IE QSSIO TC LL 16.0 PSF REF R427--21267 INSTITUTE. S" D'ONDFRIO OR., SUITE 200• MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO p {� (F TC DL 10.0 PSF DATE 02/20/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDI[ATF0 TOP CM ORO SHALL HAVE PROPERLY ATTACHED y STRUCTURAL PANELS. BOTTOM CMOflD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANT" FURNISH A COPY OF ToDESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 7 . 0 P S F D R W CAUSR427 010520144 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BUILD TME TRUSSES IN CONiORHANCE WITH TPI: OR FABRICATING, HA.10LIN6, SHIPPING, INSTALLING ANDRIC r a BC LL 0.0 PSF CA -ENG LVT/C4lC A L P I N E BLE PROVISIONS OF NDS (NATIONAL DESIGN BRACINSPECIfG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAAND T PINE 6.34 1 BY PAP I AND APPLYAL NOTED. CONNECTORS TO * * TOT . L D. 3 3. 0 PSF S E 0 N - 55536 Alpine F11 ICCs PTndUCts, Inc. P SBcral�ne1�i10, CA Products ASIO.I CONNECTORSCATI AREPMADESOFD20GATHE ASTHMA653AGREOREST GALtl. STEEL. EXCEPT EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A.1. THE SEAL ON 7X15 DRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ARI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �pW D U R .FAC . 1.25 FROM K D SPACING 24. 0 " (RADE0203-RADER DAVID / RV GARAGE - (SGE1 B1A DTC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W2, W4 2x4 DF -L #1: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 13-. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c�-A.K) 2X4 DF -L #1 OR BETTER BLOCK. ATTACH BLOCK TO THE TC `l1 WITH W2X4 PLATES @ 24.0' OC THROUGHOUT, PLUS HEEL C=> PLATES SHOWN. TRUSS DESIGNED FOR 18" MAX. OUTLOOKERS GABLE FACE MATERIAL: 10 PSF MAX. (K) W2.5X4 ii 10 (— cn 1.12 W2X4 0 0 1-6-0 i <p W a sz W2X4 (Bi) = W3X4 = z W2X4= w 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12" D.C. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W2. 5X4 �� � 1 10 W 2 X 4 10-0-0 W3X4 = W2X4 (81) W2X4 11_ 6.0_ z 10-1-8 _I_ 10-1-8 �(;, ¢ 4-0-0 T 12-3-0 1 4-0-0 I 20-3-0 Over 2 Supports R=373 PLF W=4-0-0 G.iiy ¢ R=368 PLF W=4-0-0 Note: All Plates Are W1.5X4 Except As Shown. !r;�Z7) PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.4 CA 1 - - F Sc:25" Ft. 'WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. DEFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE QQ,�VES S10,E.� TC LL 16.0 PSF REF R427--21268 O INSTITUTE. SB7 D'ONOFR IO OR .. SUITE 200. NAD ISON, VI 53719), f0R SAFETY PRACTICES PRIOR TO yX C=) a PERFORMING THESE FUUCTIONS. UNLESS OTHERNISE INDICATED, TOP C110R0 SHALL HAVE PROPERTY ATTACHED W. C/�� �.f. TC DL 10.0 PSF DATE 02/21/01 CV STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IHPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OL i0 BC OL 7.0 PSF DRW CAUSR427 01052013 N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO y� 5 i�71 BUILD TME TRUSSES IN CONFORMANCE MITH TP 1; OR FABRICATING, HANOI ING. SHIPPING. INSTALLING AND OL AL PINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG LVT/C14C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 33.0 P 5 F 5 E 0 N - 55549 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s DRAWINGS 160 A•2. THE SEAL 011 THIS DRA14ING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING V D U R .FAC . 1.25 F ROM K D AlpineEogilleeTedProducts,InG. RES PON SIBll1TY SOLELY FOR THE TRUSS COMP ORENT DESIGN SHOWN.. THE SUITABILITY AND USE OF THIS /V ��.At ` SEugiiLmb,CAoduct COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A? N' SPACING 24.0" ANSI/TPI IF1995 SECTIOII 2. , This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibili of the installer(builderbuilding 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 structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. I ,,a r"h, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the UnitedStates of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. RUSSItTORAGE= CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of Individual trusses. o are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 HF - Hem -Fir SPF - Spruce -Pine -ft Diagonal brace also required on end verticals. Top chole that are laterally b. -aced canbuckle togethersnd causecollapse if :here is no diago- nal bracing. Diagonal bracingishould be nailed to the underside of the top ch Drd when purlins ace attached to the topside of the top chord. or /0 --11:2 as =4!5* 12 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or G rea7 Attachment Required - A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A PLUMB II Truss Depth D(in) I I, Lesser of V //- D/50 or 2" ±1/4 Ma)dmu -n Plumb Misplacement Line 50" 1 /4" 12" 1/4" 1 24" TOP 2' 36" TOP CHORD; .... ... ... .. DIAGONAL BRACE -!11I1I11M11111[111Il11i� M.;:Nj. BRACE. SPACING (UBS) ... .; . .0.. ....LATERAL 72" . 6'- 84"— 1-3/4" ;SPDViJISPF1HF.. 1 Up to 24' 3112 8— 17 12 Over 24'- 42-7 1 . 121 7 10 6 Over 42'- 54' 1 3= 1 6_ 1 6 4 Over 54' 1 See a registered pro-essional engineer HF - Hem -Fir SPF - Spruce -Pine -ft Diagonal brace also required on end verticals. Top chole that are laterally b. -aced canbuckle togethersnd causecollapse if :here is no diago- nal bracing. Diagonal bracingishould be nailed to the underside of the top ch Drd when purlins ace attached to the topside of the top chord. or /0 --11:2 as =4!5* 12 greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or G rea7 Attachment Required - A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A PLUMB II Truss Depth D(in) I I, Lesser of V //- D/50 or 2" ±1/4 Ma)dmu -n Plumb Misplacement Line i T ±14. T I ±1/" 4 L(in) L(In) OWU 50" 1 /4" 12" 1/4" 1 24" 1/2" 2' 36" 3/4" 3 48" V 4 60" 1-1/4" 5' 1 72" 1-1/2" 6'- 84"— 1-3/4" 7'- 96" Z. 81 108" Z' 91 11 i T ±14. T I ±1/" 4 L(in) L(In) OWU 50" 1 /4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' BOW Length L(in) .......... Lesser of L/200 or Z' L(in) Lesser of L/200 or 2" OUT -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 A on unbraced trusses. Frame 6 200" V 16.7' 250" 11-1/4" 120.8 300' 1 1-1/2" 125.0' OUT -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 A on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 2x6 PARALLElN1111 C. Continuous TOP CHORD DIAGONAL BRACE'MINIMUM' Top Chord LATERALi BRAZE SPACING (DB� � _SPAN DEPTH SPACING LB M .. ......... . . F.; 1, P. f 6; P-1, ME; Up to 32' 30' 81 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 O20,�Muss) .r",,. 7-,Ij sses @,2, "...—Spriw 301 or greater L The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. All lateral braces lapped at least two trusses. End diagonals are, s4g1tial for stability and must be duplicate! both ends of the truss system. =450 01 \eqy 514 A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A are attached to the topside of the top chord. Frame 5 Attachme't Required _/ LM PIP HIM 2x6 PARALLElN1111 Continuous CHORD..2x4' Top Chord Lateral Brac4 Required Top chords that are latera Ily braced can buckle togethera nd cause collapse if there is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required O20,�Muss) .r",,. 7-,Ij sses @,2, "...—Spriw 301 or greater L The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. All lateral braces lapped at least two trusses. End diagonals are, s4g1tial for stability and must be duplicate! both ends of the truss system. =450 01 \eqy 514 A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A are attached to the topside of the top chord. Frame 5 Attachme't Required _/ LM PIP HIM WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. A greater than 30' by the peak. i 6DP � or less / r i Tag Approximately Approximately Line 1/2 truss length 1/2 truss length Truss spans less than 30'. Spreader Ba Toe In SpreaderBar Toe In Approximately 1/2 to r/3 truss length Less than or equal to 60' Approximately 1/2 to iii truss length Less than or equal to 60' Toe In Tag Line Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line Approximately Y3 io'/h truss length Greater than 60' Strongback/ / 10' 13' SpreaderBar Ya tc �1, truss length. Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Tr,.rsses, DSB-89, and in some cases determine that a wider spacing is possible. CAUTION: Ground bracing required for all installations. Frame 2 Typical horizontal tie member will( muttip7e stakes (HT) Pruss of brace( cup of trusses (EB) 'Top chorda thad me laterally braced can buckle togetherand cauce:ollapse ifthere fano diago- nal bracing. Diagprialbracing should benailed 'to the underside A the top chord when purlins .are attached tc tbedopside of the top chord. 12 ___i 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required o, `0 3/ »45° AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Douglas Fh-Larch SP - Southern Pine HF - Hem -Fir TOP,CHORD Continuous Top Chord TOP''CHORD DIAGONAL BRACE'; 11 MINIMUM LATERAL BRACE SPACING (DBS SAN,PITCH Required SPAGING(LB #trusses .... �— trusses. Up to 32' 4/12 8 20 15 Over 32'- 48' 1 4/12 6' 10 1 7 Over 48'- 60' 1 4/12 5' 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required o, `0 3/ »45° AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Douglas Fh-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10' or G -.-eater Attachment Required 1�'sS ?eoi \ i -45° Frame 3 poo'll ry ey �Q Top chords that are laterally braced canbuckle yy QI togetherand cause collapse if there is no diago. Gj nal bracing. Diagonal bracing should be nailed Irl, to the underside of the top chord when purlins are attached to the topside of the lop chord. 12 4 or greater Bottom chord diagonal bracing repiated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result *.n ,severe personal iniury or damaae to trusses or buildinas. A Cross bracing repeated at each end of tha building and at 20:r Intervals. Frame 4 Mill INUMN BOTTQM CHORD ,DfAGONAL BRACE'. MINIMUM BRACE I SPAN PITCH (P NP Up to 32' 4/12 is, SP/Mii SPF/HF. 20 15 Over 32'- 48' 4/12 1 is, 10 7 Over 48'- 60'1 4/12 1 Is, 6 4 Over 60' 1 See a regislered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result *.n ,severe personal iniury or damaae to trusses or buildinas. A Cross bracing repeated at each end of tha building and at 20:r Intervals. Frame 4 DIRECTION ELLIS A&E SUPPLIES #40060 I 0 16 y1 *w L' ( Pc -w Ya W ICuo�� _14 Yj. Ie, f -U '"^t j- EoGfiy .6 10. f,11 vc) L -Q ku ek-LI r �+ � ■ i .moi ■ �iw�rr..rwi � # 91-� 0 � � � .� ��f 9 � � ,�" ' -- USTOMER'S SI NA. SPA GENERAL SPECIFICATIONS SPA TYPE: MDL # DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SQ. FT. POOL SQ. FT. PANEL PANEL TYPE PANEL SIZE. NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE,0 DOUBLE .ELECTRIC BY: JOB NO. MAP BOOK N0, .LEGAL DESCRIPTION 1,70 _- I -LOT NO. TRACT NO. BOOK PAGE BLOCK ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MGR. SALESMAN c Ic OW'N ER: TO DETERMINE APPROXIMATE ELEVATION OF POOL- ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT -WHEN. POOL IS EMPTY POOL OR SPA NAME DA oe- D�fZ ADDRESS AU "i icQ I CROSS STREETS RES. PHONE 3q5 — 43 t Z BUS. PHONE DIRECTION ELLIS A&E SUPPLIES #4OD6c -fib 0 PL fN 16 .30 P po L_ YARa i-�; BUTTIE COUNTY 6WILDING DEPARTNAI I P OVED IFIS A PR" SPA GENERAL SPECIFICATIONS SPA TYPE: MDL # DIMENSION: DEPTH: COLOR TOTAL GALLONS :SPA JETS TILE -HEATER: .PUMP & MOTOR: AIR BLOWER: GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION: DECKING .MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SO, FT. POOL SO. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMS RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLE, 0 DOUBLE. 0..ELECTRIC BY: JOB NO, MAP BOOK NO. LEGAL DESCRIPTION LOT NO. TRACT NO. BOOK —PAGE —BLOCK— ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE .MGR. SALESMAN Occic lb. DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO, BE FENCED, BY' OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT -WHEN POOL IS, EMPTY POOL OR SPA NAME ADDRESS SIS AVo CROSS STREETS W RES. PHONE 3y - 4S 12 - WS. PHONE