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Home My WebLink About041-630-003NOTES } RESIDENTIAL y a 041-630-003 V/03-0422 PERMIT NO. _ MAYER, LEONARD -- - ' 3660 SUNVIEW RD, PARADISE OPEN DECK 1 t 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Z' 1-2z�d Signature CHECKED BY = OK = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements . 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / - P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size -Spacing -Marriage Line 7. Electric 3. Blocking 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. Gas; MH Test -Demand -Valve 10. Ro , hthg-Roofing 5. Electricity; MH Test 44 --Ext.; Steps -Doors -Landings 6. Water; MH Test 7. Water and Sewer Connected Card Date Card B-1 Card:B'T Date Card B-1 Date 8. Gas and Electricity Tagged 1. Setbacks -Easements 9. Exits 2. Soils; Compaction -Structure Stability 10. License Decals 4. Elec.; Receptacles and Lighting, Distance-GFI 11. Verify #'s with Office 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK,-wCOVERS, CARPORTS, GARAGES (Plans) OK except #'s o ing Requirements -Setbacks -Easements F Ings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors 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. Ro , hthg-Roofing 44 --Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date&7/-;' Date Card Date Card B-1 Card:B'T Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable « = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove; Clearance -Hearth" 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -1)-3-09(1 ASSESSO PARCELNUMBER X41-630-003 ZONING BUILDING PERMIT OWNER MAYER LEONARD 872-855D950 TELEPHONE SO. FT. OCC. BUILDING VALUATION 0 6 650.00 . OWNERS MAILING ADDRESS 3660 SUNVIEW ROAD PARADISE CA 95969 CONTRACTOR'S �7NAME OW TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $67650.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 3660 SUNVIEW ROAD PARADISE CA 95969 Energy Plan Checking Fee $ $ PERMIT FEE $ 168.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y7 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: OPEN DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service p 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.FOWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License aw 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. OW NO OCCUP. OR AODNS. S. so 3.50 so N"ONRESD MULTI.OUTLET @7.,50 APPARATUS 8 SINGLE OUTLET C1 R. EX. OCCU OUTLET OR FDRURES 00 SAL @ 1 w Ex. Occup. DEDs(REEs1DOE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION Vill ereby 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 a person in any manner so as to become subject to workers' compensation sof I'Ifornia, and agree that if I should become subject to the workers' m s isions of section 3700 of the Labor Code, I shall orthwith c pro ons. D e igna ure dMppIi&ariW -_ZQ0wner C r Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories iinnhheig t. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FE $ 168:50 Z. D. FEES IMP FLOO CDF PARCEL This permit is hereby issued under the of the Butte County Code and/or indicated above ffor which fees have By PERMIT EXPIRES ON -z applicable provisions Resolutions to do work been paid. A Date w ate [ReceiptNo. 6 -CO so WHITE-D.D.S.- .D. CANARY- S SOR PINK -INSPECTOR GOLDENROD -APPLICANT .�-....y,�.N,w�,�:�;,,,m�•,,f�'�t�„�,'•w?�"�'P`�A7�iyiAw`.w.'.��"%�"r;'�ti..�i:Y,,r-tr�' t�,I'`a'.„��_-=:,� At COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ry, ASSESSOR PARCEL NUMBERy W -(O 3D -610-3 Proposed Building Use: 011 .�� Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. h & Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ �»9 ❑ 9. Plot plan and business license approval from the City of Biggs .................................... a ❑ 10. Letter of intent for non-residential buildings........................................................ ❑ 11. Detached Accessory Building Form filled out by the owner.....................................pf .' ❑ 12. Hazardous Material Form........................................................................ r.... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet.:::...... e'" ............................ ❑ 15. Statement of Intent for Non -heated and A/C Buildings.......:'!- 16. Sanitation and plot plan approval from the Environmental:,Health Department in '❑ 17. City of Chico Plumbing permit ............... ........ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for i required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone �� - �hS D and hold for pickup. I have been in ormed of th��above ite �� an re�gui er me,nts for obtaining a building permit. Applicant'C\rlh. Date: - 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: / Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑ counter, by ❑ phone, ❑ mail, ❑ counter, by _ Plans approved by: _Structural approved by: Yellow: Building Division Plan Check Letter _Date: _Date: Date:_ Date Hold final for: Final clearance O.K. for: NOTE: t: I 'J Environmental Health Specialist Date 8/96 E. H. Ui6 CYdiY Fiat Pian ,Aitachad 1 1P • •."'^T""^r ¢iGaB Plan A4tEiSlLad \ rk Sant to ®.O. TO: Building Department FROM: Health �,.,5 C 0o SUBJECT:: Sanitation Clearance � r), -V G2 V I Owner J for: Sewage Di i� Location Water Supply: AP# Public � Private Well Plan Approved s sal L c Clearance for dwelling.701-her I t- . /� C-1 r" (An,�( -t , 1 I.-� h h Hold final for: Final clearance O.K. for: NOTE: t: I 'J Environmental Health Specialist Date 8/96 O.B.- I 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 major labor and materials for construction of the proposed property improvement: YEA NO ❑ 2. I. HAV HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with t - NAME: IV �1 the proposed construction: PHO + . 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: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SOCIAL SECURITY NUMIBER, IATE: � 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- -1 An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -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 license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. a- ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed 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,Vi iraC.BO. ,uilding Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER NorthStar ENGINEERING Civil Engineers • Surveyors February 6, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 BUTTE COUNTY ,!'T BUILDING DEPARTMENT .APPROVED RE: Deck near septic tank located at the Hank Mayer Residence Location: 3660 Sunview in Mountain Oaks Subdivision NorthStar Job Number: 8164 To Whom It May Concern, On February 5, 2003 I made a site visit to examine three existing deck piers located near an existing septic tank at the residence indicated above. The deck pier is located within the minimum setback of 5' from the septic tank. The edge of the deck pier footing is 18" from the edge of the septic tank. Based on the 2001 California Building Code, the concrete piers must be designed to support a maximum total gravity load of 1250 pounds. Under maximum deck loading, the vertical soil bearing pressure next to the septic tank is 78 psf. The allowable bearing pressure per the County is 1500 psf. The 78 psf is very light and will not have a significant effect on the walls of the septic tank. Based on my calculations and site observation, I feel that the existing deck piers are okay without modification. In my opinion the deck piers will not have a negative impact on the structural integrity of the septic tank, and the septic tank will not have a negative impact on the structural integrity of the deck. This concludes my findings, if you have any questions, please contact me at 893- 1600 ext. 210. Sincerely, ZYIVP. Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 31 PA - 1 -5 I TE G PLYWOOD CC EXT. L4'94; DF*Z- 12"40 DECKING GIRDERS ..._. .-.I r..v.unnn nn rvr z GUARDRAIL j 4'MAX. r�rn v l l l f_ "OV 9 for (1/115 14° x l4" KN. FOOTING U TYP. 4'x us I cc FRM(% E CLIP_ _ IO - len t:i2' x 12" STAIR STRINGER. Wo-&- MAX. 'x 12' PIES -TOF VIEW RAIL NOT SHOU1 N • FDR CLARIT IC q"x4'- MOBILE HDME OR DE(.IKr-111 4'x4' PO5T-= Tx 12' O2QF..� GIRDER - 4X4' POST - ADFQu4TE DIAGONAL ISRACI NG. H AIJD . In 3/0 BOLT UJ PRECAS LU InCLBLJs • (n' r�rn v l l l f_ "OV 9 for (1/115 14° x l4" KN. FOOTING U TYP. 4'x us I cc FRM(% E CLIP_ _ IO - len t:i2' x 12" STAIR STRINGER. Wo-&- MAX. 'x 12' PIES -TOF VIEW RAIL NOT SHOU1 N • FDR CLARIT IC q"x4'- MOBILE HDME OR DE(.IKr-111 4'x4' PO5T-= Tx 12' O2QF..� GIRDER - 4X4' POST - ADFQu4TE DIAGONAL ISRACI NG. H AIJD . In 3/0 BOLT UJ InCLBLJs • �� LU MAX L>D 2 Kr a°D ( DOLTS �RFOWOOD OR in i, TATE - ; MiN.. 6-I�-90 ' i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 10 a Da -2� LI I Owner Location AP# Plan Approved for: Sewage osal % ,mater Supply: Public %� Private Well Clearance for Hold final for: Final clearance O.K. for: NOTE: 8/96 E.�l. U5E Ctdi7 Plot Plan Attechod 119 Floor Plan Atwc4ad Sant to ®.D. 10 a Da -2� LI I Owner Location AP# Plan Approved for: Sewage osal % ,mater Supply: Public %� Private Well Clearance for Hold final for: Final clearance O.K. for: NOTE: 8/96 14 JEJ T F"I , , , I i �- �. j_. _.-..- i I i i h � -i ..j. 4 . I. _I-_�-�. { -1- i .�-- -� $ -,--•.� � J..T 7-1 l 1 A Environmental Health AN -17- 2003 '061. 7 i L A N D O F N A T U R A L W E A L T H A N D B E A U T Y Location: 3660 Sunview Dr., Paradise, CA. AP # 041-630-003 Dear Leonard H. and Nancy Mayer: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above - referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of an open deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, i�Erfbrd S Chief Building Inspector SR: kj cc: Assessor January 15, 2003 Leonard H. and Nancy Mayer 3660 Sunview Dr. Paradise, CA. 95969 . RE: Building Code Violation L A N D O F N A T U R A L W E A L T H A N D B E A U T Y Location: 3660 Sunview Dr., Paradise, CA. AP # 041-630-003 Dear Leonard H. and Nancy Mayer: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above - referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of an open deck. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, i�Erfbrd S Chief Building Inspector SR: kj cc: Assessor laso-IMAQ.- Main A.•.o Name IMAYER LEONARD& NANCY K �l Asmt # �• I Fee # 041 630 003 000 _H Status ACTIVE � Status Date 1212911994. Addrl 3660 SUNVIEW DR - - Tax 000 NORMAL OWNERSHIP jTRA 110-013 Addr2 PARADISE CA 95969 8102 i Situs 3660_SUNVIEW RD PARADISE Addr3 _ �� Base Dt 12!31!2000OEM Addr4 Land 84;896; Timber Preserve Structure 171,366 Comments WAS 041 470 093 S135.60/64 MOUNTAIN 1 AgPres - 0 Etal Fixtures 0, Creating Doc# 1994RS135-60 Date =1 r Notes Growing 0, Current Doc# 19.98846543 1 Date 10!28!1998 J Bonds Total L&I _ - 256,256; Fix. R 0 Killing Doc# Date Q1 Multi Situs , � Flagl MH PP 0; Asmt Desc LOT 48 MOUNTAIN OAKS SuplCnt J Flag2 PP 0, Zoning Dwell i -J910 MH Exempt 7,000 Acres/Sq Ft 0.35 N!C 041 Asmt PP Pen Net 249125 J Tax PP Pen RIC# J Appeal Pending T!R Dt �J Split Pending R!C Stat _ PHY OWN EXP TAX , HON ATT SIT APR, PCL �? 1 I' 5 I ~ 12Find II I _ 1 2002 `sa, 07/2312002 6;02;00 PM- C W I Y} co FUJ r 041-630-003 00-0248 MAYER, Hank & N 3660 Sunview Rd., PF%d Ver Cont: Steve Sicke 1 New Single Family �-( `COUNTY OF BUTTE BUILDING DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE e 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. f(Og(t es a- � )d�-� r Adeog t G �Q art-. BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: Inspector mast draw a plot plan with all building locations: Additional comments from Inspector: 2 F FWD w I Y} Um r 041-630-003 00-0248 MAYER, Hank & N 3660 Sunview Rd., PjFxd' Cont: Steve Sicke 1 New Single Family Z( I ". INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DMSION, OROVILL ENVIR. HEALTH, CHICO FROM: / DATE: RELEASE ENV, HEALTH HOLD ON BUILDING FINAL. FOR: OWNER NAME: SEPTIC: WELL: AP#: CI - (,3y -CTU _ ADDRESS/LOCATION: Comments: GUmemasftleaadwid ' No-�- IV, 2616cex NOTES 7 RESIDENTIAL PERMIT NO. 041-630-003 00-0248 MAYER, Hank & Nancy 3660 Sunview Rd., Paradise Cont: Steve Sicke New Single Family t {t ti � ' l SPECIAL CONDITIONS j CHECKED BY SRA t� FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. , t SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS r: SUB -STANDARD HOUSING LETTER b4ok Let-. OFFICE COPY Address G AS jf Meter Daely_ EL eter By' Date Meter te c c.-, ELECTRIC Meter By 7TDate&�L7611 } JOB FINALED (Date) G ' Signature i• J = 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. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Discohnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -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 u'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- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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 r 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = t'`.t oS - , � = Not lir�Dle = Nom /Re! adr. Date - RESIDENTIAL (; tpid'erfloor (Plans) OK except #'s ani etbacks- Ease ments-Flood-Slope Soils-Elec. Grnd.-/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ /" Fig. Depth . Ste s, Main; Steel-Blockouts-Wrapped es, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. SI Steel -Wrapped iers-Fireplace Ftg.-Steel 9. .V.; Fall -Fitting -Test -2 Way C/O-Sewer,t F, Gas Pipe; Size Anchors - Yard iping; Size Test 1. V,lHter Pipe; Test -Anchors -Regulator -Service Test 13. Plenu & Ducts; Clearance -Material -Support -Ins. ers-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 6. Insulation Date Card B- Date Card B-1 Date Card 6--r Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. W06r Htr.; Vent -Access -Combustion Air Baffle r Pipe Test nchor-Nail Protection 1 D.W ., es ntings & Anchor -Nail Protection . Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors itic Acce latform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date VIECTRICAL (Permit) OK except #'s Date Fixt Transformer Clearance -Ins. Protection Date 24-151'0'c'. Reet<viacles SDacino-Lights & Switches at Doors Siz o & No. of Conductors Stapled 6 o x Installed Close to Edge of Studs & C.J. qu' . Ground made up w/Mach Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / g Cu AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu AI -Oven Circ. / / ga Cu or At Insulated Neutral s O No 31. S ice• iser Conductors & Ground Main Disconnect qu' . C%arances Panels-Motors-Mech. Equip. I es Closet Light -Shower Light -Spa Light Smoke Detector jingle & Duplex) Date/FRAMING (Continued) ' Post Caps -Anchors -Connectors lii_gJoist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 49'Fireplgd:j�TypeAFlue-Fireplace Throat Clearance 49. A ' Access; & Romex Protection -Draft Stop -Ins. Baffles Bdr . Windows or Exiting Doors -Sill Ht. & Dimensions 5",wQkFire Protection Framing P arty Line Firewall & Openings 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. Stugoo-Mesh-Drip Screed -Fd. Vents-Underflr. Access K. Shear W Nailing -Bolts 60. ra nterior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s eps-Door & Sidelight Protection -Landings e Detector urnac V ts-clearance-Comb, Air -Connector - in age; Above Floor -Ducts -Mach. Protection & Bath Fixtures & Tub Access -Spa EI . rim & Subpanel, Breaker Sizes & Labels Sta'rA Rails it c or Stove, Clearance -Hearth ets at Wood Panel, Int. & Ext. 7 Fixt. & Appliance; Ground -Air Gap -Cooking Clearance EI ."Outlets & Receptacles at Kit. Counter Garaae'Fire Door; Swina-Landina-Closure f *—A.C. ct in Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in in G e; Above Floor -Mach. Protection Ib. & Mach. Equip. Listed for Location I . Receptacles in Garage (F.F.I.)-Romex Protection s tion -Foam -Looked in Attic ua ails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cleara,pee Looked under Floor I] Yes 82. Follilwing Inslld./Drive D Yes olWalks D Yes:2`No/Planters :)Yes iXNo nAe-A_.C._UFrit Disconnect, Electrical -Plumbing entjAbove Roof, Plbg-Appliance-Fireplace-Clearance to Openings titer Well, Disconnect, Electrical, Plumbing &!x:tEor Elec. Trim, G.F.I. Receptacle -Underground Ventjlation Throughout House fil5r<-orrectiowfrom Previous Inspections Q�XaT91. G -Meters Tagged, Gas -Electric ter & ewer Connected -C/O to Grade -HD Approval E v Compliance Certificate -Other Certificates Address Posted Date Card B- Date Card B-1 Date CardB- Date Card B-1 Date Card Date Card B-1 Comments at Final: 14 Date/ — Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date HANICAL (Permit) OK except #'s Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Con nsate Drain & Overflow, Size & Grade 8. u - ccess-Comb. Air -Return Air Vent 115 outlet itic Acce latform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Z FRAMING (Permit) OK except #'s Sits Proper Is & Anchors 41. Wall ilin acing & Braces -Plates -Sound 4 er Girders & Floor Nailing LW'Drafl Stop in Walls (rat proof) 4b+-Fraps, Furred Ceilings -Stairs -Chasers -Tubs aders & Beams -Size & Bearing jingle & Duplex) Date/FRAMING (Continued) ' Post Caps -Anchors -Connectors lii_gJoist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 49'Fireplgd:j�TypeAFlue-Fireplace Throat Clearance 49. A ' Access; & Romex Protection -Draft Stop -Ins. Baffles Bdr . Windows or Exiting Doors -Sill Ht. & Dimensions 5",wQkFire Protection Framing P arty Line Firewall & Openings 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. Stugoo-Mesh-Drip Screed -Fd. Vents-Underflr. Access K. Shear W Nailing -Bolts 60. ra nterior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s eps-Door & Sidelight Protection -Landings e Detector urnac V ts-clearance-Comb, Air -Connector - in age; Above Floor -Ducts -Mach. Protection & Bath Fixtures & Tub Access -Spa EI . rim & Subpanel, Breaker Sizes & Labels Sta'rA Rails it c or Stove, Clearance -Hearth ets at Wood Panel, Int. & Ext. 7 Fixt. & Appliance; Ground -Air Gap -Cooking Clearance EI ."Outlets & Receptacles at Kit. Counter Garaae'Fire Door; Swina-Landina-Closure f *—A.C. ct in Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in in G e; Above Floor -Mach. Protection Ib. & Mach. Equip. Listed for Location I . Receptacles in Garage (F.F.I.)-Romex Protection s tion -Foam -Looked in Attic ua ails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cleara,pee Looked under Floor I] Yes 82. Follilwing Inslld./Drive D Yes olWalks D Yes:2`No/Planters :)Yes iXNo nAe-A_.C._UFrit Disconnect, Electrical -Plumbing entjAbove Roof, Plbg-Appliance-Fireplace-Clearance to Openings titer Well, Disconnect, Electrical, Plumbing &!x:tEor Elec. Trim, G.F.I. Receptacle -Underground Ventjlation Throughout House fil5r<-orrectiowfrom Previous Inspections Q�XaT91. G -Meters Tagged, Gas -Electric ter & ewer Connected -C/O to Grade -HD Approval E v Compliance Certificate -Other Certificates Address Posted Date Card B- Date Card B-1 Date CardB- Date Card B-1 Date Card Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 s 7 County Center Drive • Oroville, CA •-(530)6538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the' above address and should be corrected. Please notice this office wheri'correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. `+ 1. - •i Date V Inspector REV 10/92 �:i I"-s"y'.�.-r".'.�..�''7�'.�-1i:+"''•'��``r�.�"v�r sr... v ay � • Y _ '..•..r' !N ' COU - NTY 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 . �.r� 01;2OWNER PERMITNO. 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, "a please contact this office immediately. r AM 5Li•��-s 4 l:zI7 . eJ Date Inspector i REV 10/92 .; 0 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 vvvrv�ry 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. Aky 7 Date a Inspector REV 1 /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 indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date G v Inspector ZZ 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 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. Htv iuroe 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 OW ER 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. FA � :; r COUNTY OF, BUTTE %� • BUILDING 0.IVISION ' DEPARTMENT OF DEVELOPMENT SERVICES Y 411 Main Street • Chico,CA • (530) 891-2751 a 7 County Oenter Drive • Oro` Ile, CA • (530) 538-7541 �CORRECTIONj NOTICE J ;; OWNER . ; PERMIT�N0. T` A routine inspection�nd peates,that the following viol tions of'tiutte county Ordinance'2exist at the L ' above -address and shouId be=corrected:;• Please,. once this;office'when correction of work;.ls completed If youwhave;ariy questions pertaining t this maffer or;need additional explanation, ` 4 please contact this office immediately: , T /. y '.. t 7 61_ 4yti � •r s i �� `% •rear.' Y. f/_ Date � .Inspector . EV,j /92 l y:. LOERKE INSULATION CO., INC- INSULATION CERTIFICATE Sunview Road Chico ... Number.and.Street . City county . DESCRIPTION OF INSTALLATION 1. ROOF Material - Thickness (inches) 2, CEILING Batt or Blanket Type_- iberglus.B.ati�_. Brand Name Johns,.Manville._._..__... .._........... _.... Thickness (inches).. _.. 13" ' - . Thermal Resistance (R -Value) 38 Loose Fill Type ._._.._.. Fiberglass - ...._ Brand Name Johns Manville ......--- ................... ..... .. ...... _.......... ....-- Contractor/s min. installed weight/ft sq- .659.. fib. Minimum Thickness.. 16:?.Y. inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) - 3. EXTERIOR WALL M di Material .�ergla�Batts- Brand Name _.J.Qhits_. anv.i .e __......... -_... _----- Thickness (inches)_ . 3-5" Thermal Resistance (R -value)... ...... R 13 4. RAISED FLOOR Material ..-Et2erglas @alts . Brand Name -Johns_Ma.nvill.e.__..... _._.. .._............. Thickness (inches)... 6.5 " Thermal Resistance (R -Value) .... R1 9 _- -- 5. SLAB FLOOR / PERIMETER Material._... _.... Brand Name -- _..__.......... - __............_....._._.... . Thickness... _ Thermal Resistance(R-Value)_........_- ..............---.. ----- Perimeter Insulation Depth (inches.)_......... ___._. ...__.__.. 6. FOUNDATION WALL Material -....-. --- .. -. Brand Name .._.-_ ----.......-.._........._ _.......... Thickness (inches)... Thermal Resistance (R -Value)-...._.._-.....-....._.._... -.----.-.-.. - - DECLARATION I hereby certify that they above insulation was installed in the building at the above location in conformance Regulations) as indicated onithe ertificate of compliaence, where applicaeble 'part 6, California Code of C.L*499150 . _Tfehr #s n fe, ate itemfs Signature Date Item #s Signature, Date LOERKE INSULATION CO., INC. .. . -lostalling Subcontractor (Co. ame) r General Contractor (Co. Name) Or Owner Insf i ing Subcontrac4or Co. Name) Or General Contractor (Co. Name) Or CSwner installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner (MAYER-STEVE •S-ICRT I ?MYER- - T8 TMSCj [REPAIR TRUSS FOR FABRICATION ERROR -K-WEB JOINT FABRICATED INCORRECTLY, WEB 10 DOES NOT HAVE �1 SUFFICIEMT PLATE COVERAGE. `" IEPAIR PROCEDURE R;-------------------------------------------------------------- 11) SHORE TRUSS TO RESTORE TO PRE LOADED CONDITION. LC 2) ADD TRUSS -SECTION TO ONE FACE OF TRUSS. N � (TS)PRE- PLATED TRUSS SECTION (REFER TO SOLID LINES) C= ATTACH TRUSS SECTION TO ONE FACE WITH 0.128"X3.000 NAILS SPACED z AT 3' O.C. THROUGHOUT EACH MEMBER. CIRCLED NUMBERS REPRESENT THE MINIMUM NUMBER OF NAILS REQUIRED IN THE INDICATED AREA. TRUSS SECTION LUMBER: TOP CHORD 2x4 DF -L #1 :T1 2x4 DF -L #16Bet.: 80T CHORD 2x4 DF -L #1 :81 2x4 DF -L #18Bet.: W2.5X WEBS 2x4 DF -L Standard :W9, W10 2x4 OF -L #1: W2.5X4 a 46 W3X6 a 6 r- cn �-COPWL i �-' 6-3-13 " W2.5X4 i=,4 o - 46 W1.5 G n W] w w z z r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. NOTE: SEE DRAWING CAUSR427 99245024 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1997 UBC SECTION 2318.3.3. [11 REV 8/15/00 AEB -TRUSS SECTION MODIFICATION [21 REV 8/30/00 AEB -UBC 97 SPECIFICATION ON NAIL SPACING W7XB Q (TS) g [1] FILLER VERTICAL MAY BE EXCLUDED w 2i� o;I FROM TRUSS SECTION z 17-6-0 ��^ 9�}F 19-3 Q I 38-6-0 Over 2 Supports R-1388 W-3.5" R-1265 n.. CV --Note: All Plates Are W2.5X4 Except As Shown. TYP. H1 h Stren th Wave TPI -95\R Design Criteria: TPI S- ( --WARNING `• TRUSSES REQUIRE EXTREME CARE IN FABRICA7100. HANDLING. SHIPPING. INSTALLING AND p BRACING. REFER TO NIB•91 (HANDLING INSTALLING AOD BRACI9G), PUBIISNEO BY TPI (TRUSS PLATE C=D- INSTITUTE, SBB D'ONO1910 DA.. SUITE 200. NAOISOR. W[ SSF 19). FOA SAFETY PRACTICES PRIOR TO C=:) _ PERFORMING THESE fUNC7101S. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NAY( PROPERLY ATTACHED Cv STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT— FURYISN A COPT Of THIS DESIGN 70 THE INSTALLATION COATAACTO9.'ALPINE ENGINEERED C=5 fR000C7S, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO CTS BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANGLING, SNIPPING, INSTALLING AND ALPINE BRACINR OF TRUSSES. TNl Dt SI GM CONFORMS N17N APPLICABLE PAOTISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PURL ISMED BT TME AMERICAN FOREST AND PAPER ASSOCIATION) AM* TPI. ALPINE CONRECTORS ARE MADE OF 209A ASTM ASSS GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO Q fACS FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TRIS DESIGN, POSITION CONNECTORS P(R ORANINGS 160 A -I. THE fEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIPIDC �� RESPORSIBIL TTY SOLELY FOR T01 TRUSS COMPOYENT OESIGR SMDYM. TNf SUITABILITY ANO USE OF THIS .Samfuumto. CA 95828 CONPO YERT FOA ALIT PA971COLAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT I OR 2. CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10. BC OL 7. BC LL 0.0 TOT.LD. 33.0 DUR.FAC. 1.25 SPACING 24.0" Scale -.1875"/Ft R 7--86064 DATE , 1 3AW4ZZ 00228001 MAYER STEVE SICKI / MAYER - [SGE] T12 DTC REPAIR TRUSS TO EXTEND RIGHT END 5' " EPAIR PROCEDURE CV------------------------------------------------------- SHORE ------------------"---------------------SHORE TRUSS TO RESTORE TO PRELOADED CONDITION. it) ADD SCAB TO ONE FACE OF TRUSS. N S) ADD 2x416-11-0 OF -L #1 OR BETTER SCAB TO BE ATTACHED C=) TO ONE FACE WITH 10d (0.128'X3.0') NAILS AT 3. O.C. PLUS CLUSTER NAILS AS INDICATED BY CIRCLES. 0 z z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. --- NOTE: SEE DRAWING CAUSR427 99245033 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE'WOOD AND MEET REQUIREMENTS OF 1997 UBC SECTION 2318.3.3. THIS REPAIR DESIGN MAY ALSO BE USED FOR THE FOLLOWING DRAWINGS) FOR THE SAME CONDITION. CAUSR427 99245026 [2] REV 8/30/00 AEB -UBC 97 SPECIFICATION ON NAIL SPACING 3-2-7 +8-0-0 z TRUSS EXTENDED 5" w- 6-6-0 ¢ L--2 - 0 - 0—. I [----6-4-6 Over 2 Supports R-573 W=3.5" R-435 ct.. CAC M L�;' Note: All Plates Are 141.5X4 Except As Shown. P PLT TYP. Wave.TPI-95 R Design Criteria: TPI STD 19.Oa9 CA/ -/11-/-/-/F Scale —.375"/Ft. p •BYARNING" TRUSSES REQUIRE EITREME CAA[ IN FABRICATION, NAN011NO, SHIPPING, INSTALLING AND afESS1Cr._ TC LL 16.0 PSF REF R42 7--90448 BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p INSTITUTE, Sol O'ONOFAIO OA„ SUITE 200. MADISON. NI $3719), FOR SAFETY PRACTICES PRIOR TO Q� cli PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70► CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE Og/OzIgg STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. C= •'IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .o BC DL 7.0 PSF DR W C R42J 002 ) - PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 0UILO THE TRUSSES IN CONFORMANCE NIT$ TP(; DR FABRICATING. BANDLING. SNIPPING. INSTALLING AND C� BRACING OF TRUSSES. THIS DESIGN COR►ORNS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN B C L L 0.0 PSF CA -ENG' ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE E8O�1 d CONNECTORS ARE MADE OF 20GA ASTM AGS] GRID GAY. STEEL. EICIPT AS NOTED. APPLY CONNECTORS TO # * TOT. LD. 33.0 PSF SEAN - 2218 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAYINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING [ OUR.TY AND UFAC . 1 . 2 5 FROM �P Prodoaa:�• COMPORESPONSIBNEN7ILITF0RTANY`PARTICIILAREBUILDING If THETRUSS COMPORINTRESPONSIBILITY OF THE BUILOIRDESIGN SHOWN. THE B DESIGREASf ER TN[S M " SDQemep2gCA95828 ANSIITPI 1.1995 SECTION 2. VT SPACING 24.0 COUN4 OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 L�unty Center Drive ! Oroville, California 95965 • Telephone (530) 538-7541 PERMIT 1110. (Rev. 12/96) ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-630-003 ZONING PUD BUILDINGPERMIT OWNER HANK & NANCY MAYER TELEPHONE SO. FT. OCC. BUILDING VALUATION 2898 Rl 196.492 -on OWNERS MAILING ADDRESS 1661 FOREST AVENUE, AP 142 CHICO 95928 806 U 14;508.00 CONTRACTORS NAME STEVE SICKI ELEPHOE T 345.5740 164 C 2�• j 71 O 497.00 CONTRACTORS MAILING ADDRESS 31 GARDENIA LANE, CHICO 95928 CONSTRUCTION LENDER Fireplace A 1.500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 0.00 Permit Fee $ 905.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $588158 BUILDING ADDRESS 3660 SUNVIEW ROAD, Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1537.08 IAT NO. 48 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 15 7.00 10 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 9 -no TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM 3 BATH W/ 3 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer - 15.00 Mobile Home S G W -15.00 @20.00 PERMIT FEE $ 185, OQ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 2a0A 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 i full force and effect. /' License Class L - I Lic. No. �� 2D 13 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages astheir 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 TO Main Service TO 46.00 NEW coNsr. oWELEE oCCUcuP. ( 3.52F°; �.� NEW CONST. MULACTICOUBTLEr NON-RES,D. BRANCH CIRCUITS 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FVTURES ,.00 BAL O .50 Ex. Occup. OflxLITTEEDrsA A o of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 72.65 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comply with those provisions. X Date -,)1-7/ mD _ Ignatur of Applicant - ❑ Owner ErContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or cc truction structures over 3 stories in hei MECHANICAL PERMIT Filing Fee 20.00 Heating I z3ixom Cooling 2 25.00 50.00 Hood 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 90 .00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 2030.73 HAz. Es I FLo cDF ARCEL E This permit is hereby issued under the of the Butte County Code and/or indic above for Jvhich fees have B �' 44wif-0- ERMIT EXPIRES ON 5l applicable provisions Resolutions to do work been paid. Date / Sof 2� a1f Date Receipt No. 7 �% WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECT0111 GOLDEN RO D-AYPLICA T .-q1% COUNTI�OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT D(;�'-D��' ASSESSOR PARCEL 30 UU��//LL ell ll l/L^l. u--003 ZOKIW-� BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERSNO l/U90D y� CONTRA E T-PMONE - I08.00 N04 C, 60 CONTRACTORS MAILING ADDRESS CONSTRUCTION LE Fireplace`— LE Ess Total Valuation $ ARCHITECT OR ENGINEER �•--� LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee 5$ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ Lor C7 SU8DZ5fj .SME �6'�- PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 joaob USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other sP�"' Solar or heat pump water heater 23.00 Water piping L 15.00 5.60 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 ba)E- ` (kii (/l, Qu/LnjQ. Gas piping system 1 - 5 outlets 15.00!j.O0 Building sewer 15.00 S Mobile Home I S I G I W @20.00 PERMIT FEE _ IQ6, ®() ELECTRICAL PERMIT Fling Feel 20.00 600V EoR mssSS Main Service YooA OR '. 23.00 40 • UEx. � Old ov �•�`' ✓�� y� 3 / \ Main Service YOGA TO 1000A 46.00 NEW CONST. ( owNG OCCUP. 3 50so el OR ADDNS. 6 ACC. BIAS. �O NEw coNs . MULn-ourLU 7.50 NON-RESID. POWER APPARATUS 8 SWGLE OUTLET CIR. EX. Occup. OunET OR FO(TURES00 BAL @ t 30 Occup. our E,t°rs RRES D) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating - Z S 3D -o 2 Cootin • W �b .®O Hood 6.50 Ventilation L1.5 6 PERMIT FEI: Mobile Home Installation Fee $ Energy Inspection Fee Is L4IG OCC CONST. TYPE TOTAL FEE S HAZ. D. FEES IMP FLOOD I COF pARC HD ISSUE This permit is hereby ssued 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 rB �wx`•;;rr��'•�n'�:•-rkr7'J�e�h-•'�,'t.'7��` "�.1�i.�`iY � r 1_� .s ^^ ""�i -''' , � • r CbUNTY OF'BUTTE - DERfRTMENT SOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET ,.r OWNER: aWA ASSESSOR PARCEL NUMBER: n i 636 Proposed Building Us&J- S F Building Inspector: Date: 2-1-1:9-600 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By El 1. All items have been submitted .=------------------------------------------------------------------------------------ 02. Plot plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ , ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ " ❑9 ufactured Home data and insta ation instructio including Tie Down Specifications .------------------ ees of $ ----� -- '1` -- O 0 -- --- --- -------------------------------------------- - act fees as shown on the attached schedule. t2Cahfomia Department of Forestry plan appro . • :..•tea - 13 lood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval &Qorc LHealth Department. ------------------------------------------- - E3 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: --------------------------- r 18ntact Land Development aboutIdImproveinents, 13Drainage, i Legal Parcel. ----------------------- AL �9 Encroachment Permit for driveway (construction approval prior to occupancy). --------------- ❑20. Pre -inspection for Y required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑2�tter of signature authorization. ------------------------------ 15. Recorded copy of Agricultural Acknowledgment Statement. 1:126. Letter of intent on building use. -------------------------------- El 27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. V11433 A, ❑Grant Deed, 11M.H. Title, ElCheck to H.C.D $ Other:V,,&40 (%ULb, C_CJ_t.A d - ir" (�eWT crJ (Date) r ret/iei07Le �u issue the ermit process as follows ❑ Mail to owner, Mail to contractor. elephan d hold for pickup at office. ❑ Deliver with inspector. 5/-Z/20 "APPlicant �,�� Date: C 7 �D opy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date. Copy of plans sent ❑ Health Department, ❑ Fire Department, q Other:t, ate: By: 1. Index permit application for the above items numbered: l lan Check List 2. Additional items required: Contractor, d�er, o vas advised of the above required data by ❑ p e, mail, o Building Division counter, by ' Date: 0 Con designer; ;owner, was advised of the above required data by Mptione, ❑ mail, ❑ Building Division counter, by ate: •QC7 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, wassed of the above uired data b ❑ phone, ❑ mail, ❑ Buil ' ivis' n counter, by Date: Plans reviewed by: Date: Z '(78 Plans approved by: Date: , 2 ' Q Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: V.11 -- l'—, rle.,.,.+...,. ,.r7-%--1--_-0_* --- '-'- ', J• r . a i E.H. USE ONLY __. Ploi Plan Attached Floor Plan Attached J " Sent to-e.D. y .3 c / TO: Building Department v FROM: Environmental Health SUBJECT: Sanitation Clearance Lot- 45 -Tum vi ew Ild OBJ • 610 - 003 Owner Location AP# Plan Approved for: Sewage Disposal * -,Y— Water Supply: Public k Private Well Clearance for r 4 hed Aw-s-lr ir1 gan� Hol inal for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 s ^c COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER _M_TLdIUG A.P. # `19 `td,50 —W3 PROPOSED BUILDING USE J I - DATE RECEIPT # DATE R C 1. BUILDING PERMIT FEES -- Balance Due ................ $� -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �. SCHOOL DISTRICT FEES PL AA&LO-k, (paid at District Office) SHERIFF FEES (paid at Building Division)(Q O Residential ....... x $360.00 = $ 3�p Q Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. CREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) S 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) ^� 10. OTHER Z�I tip At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ——APPLICANT '/?�"moi/1 DATE ) ago 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 PRC -ECT PROCESSING RFCOR.D APPLICANT: � � MCLA4yrs OWNER: •. PERMIT #: Cb - m 2 S A. P. #: OSI -Ct`�30 - 00 WORK DESCRIPTION: ' DATE DESCRIPTION OF STEP 1. tt- cQ.v-2�� A,& 54-06 J GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (530) 894-5719 3-2-00 Plan Check Response Building Permit No. 00-0248 1. The omissions in the truss calcs are being done and will be delivered as soon as complete. T7 truss was missing the stand-off leg to bring it down to the 10' wall. The span is correct. A flush beam was added to support truss T8. Drag truss will be included in resubmittal. 2. Note changed to show fire separation at garage ceiling. 3. See detail I%o 4. Attached 5'. Access at laundry room and loft area. 6. Note added to floor plan. Foundation extended. Anchor bolts noted on foundation plan. 7. Lava cap detail added to detail sheet to cover this scenario if it arrises. 8. A) Calcs added for this wall. 9. B) Window header size increased. 10. C) Calcs added for this wall. 11. D) See note 6. C� 0, GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (530) 894-5719 4-27-00 Plan Check Response Building Permit No. 00-0248 1. See new calcs with new pages 12-15. Line A.1 was a leftover from the original design with braced wall panels. The loads for this line are all accounted for in lines A & B. Upper level line B was already calced on p. 4.2 of calcs. 2. Details have been modified to show A35 spacing per calcs. 3. Detail is corrected. 4. Shearwall length is corrected on the floor plan. V" W April 17, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Hank and Nancy Mayer 1661 Forest Ave., Apt #142 Chico, CA 95928 Re: Building Permit Number: 00-0248 Assessor's Parcel Number: 041-630-003 Dear Mr. and Mrs. Mayer: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Wall lines A, C and 4 of the lower floor and wall lines A.1 and B of the upper floor do not comply with the UBC 2320 bracing requirements. Please have your design professional analyze these wall lines. I , 2. Show spacing of A35s for interior footings on the plans. Details 4 and 5 on sheet 7 specify A35s "per sched. @ shearwalls." Schedule is not shown on the plans 3. Provide (2) 1/4" x 31/2" lag bolts for guardrail attachment as specified in the structural calculations. Plans show 3" lag bolts. — MAvE c 14 NwL F v At h r 4. Provide 9.5' upper floor interior shear wall as specified on page 6 of the structural calculations. The plans show an 8' wall. - xjp OCC 0,.+A L C off htA1 Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on February 22, 2000. Additional items may be required when plan check is resumed. If you wish to discuss these requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, mow,. l Philo Hunt, P.E. Plan Check Engineer cc: Gregory Peitz February 22, 2000 0., 1 � �- . .0 Hank and Nancy Mayer 1661 Forest Ave. Apt #142 Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Orov111e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-630-003 Building Permit Number: 00-0248 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information.. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide letter from the architect that he has reviewed and approves the truss package for his lateral design. Please check trusses T7 for correct span, T8 -show bearing on the plans, and Truss 16 for drag design. - 2. Provide roof framing plan at garage/laundry room where truss calcs indicate field framing. Show how firewall is to be carried to the roof sheathing in this area. 3. Provide construction detail of connection for guardrail. This is to be designed by architect. /Provide manufacturer's specifications o e A unit sho ng SE 12. Show attic access locations, for both a garage. —6/When alternate braced wall panels are noted on the plans, all requirements for these panels must be noted in the braced wall schedule, not just the panel sheathing and nailing. Provide minimum width, maximum height, anchor bolts and locations and steel requirements. y. Does this location have lava cap and if so, will it effect this foundation? If lava will be encountered provide pinning detail. 8. The following fines from the lateral calculations do not meet the requirements for braced wall panels per the Uniform Building Code and the placement of the panel in question meet the definition of unusually shaped building per code. Sections 2320.5.4.1, 2320.5.4.2, 2320.5.4.3, 0 • 2320.5.4.4 and 2320.5.4.6. A.) Upper level - line A This has 'brace 'wall panel above an opening below (porch area) B.) Upper level - line 1 Braced wall panel is above an opening below (the window). C.) Upper level - line B Braced wall panel over an opening below (foyer/dining room) D.) Lower level - line 2 When an alternate braced wall panel is used on a braced wall line there is a requirement for steel in the foundation and for it to be continuous along the entire braced wall line. This line includes both interior and exterior walls and the foundation, with required steel, must be continuous along its entire length. Panels which do not meet the requirements per code need to be redesigned per the requirements of the code or they will need to be re-examined and included in the lateral analysis. Review of lateral analysis will be done when the above braced wall panels are addressed. 9. Enclosed is your school fee form. Pay any required school fees at district office and return yellow copy to the building division. 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. cc: Greg Pietz I • DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCFLLANEO US ONLY Owner: Vvl�.t�Q Building Permit Number: —0 `t Plans Examiner: ^ A. P. Number: GENERAL: x� Zoning requirements — (number of permitted living units). 9 Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing violations on the property. ' fiK Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. 3. Other buildings or structures. ,4. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRvA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FOOR PLANT: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). '. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ' Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 01Garage firewall separation - rd'uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). sYY Water closet clearances (Uniform Plumbing Code 408.5). 1 Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 • he�lo DS TCOPY proukite_ hIOG O ZOVU4 s J, fb r ( _en c c� (�i�� f-a C-ed wrzklS STRUCTURAL DETAILS:"�� 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform uilding Code setttion 2320.11.3). CW Ja- 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. Q Foundation plan complete enough to construct building. �L - 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. P"Ll ide— Pod �Vc� Rafter ties or bearing ridge beam. x%00 F a-� V�e �-"2 Fireplace construction details and calculations if necessary. Gin Garage door header size(s). -f'1 `'t'D Porch header size(s). C(, rrl et_ +D roo P sh e 6*0 Stud heights. Expansive soil - special foundation design required. 15. Retaining walls requiring design. Special Inspection requirements. ", n �p;/�� ccs c-Q-f Bader sizes. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). P-Brick Guardrails (Uniform Building Code section 509). �I�Ovi�� COrneciprl OJ-0-a or stone veneer (Uniform Building Code section 1403). C� �2 14: Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6: Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. X1 Sound requirements. n 14. nergy design compliance and Supporting documentation. `t. Flashing at all exterior openings. 16. CDF responsible area requirements. t9')1 F1 17. B g Permit requirements: 1 .1. SRA. Flood elevation certificate. 17.3. Fire Sprinklers required. 2 300, S' 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 23 ZO- S' y 3 17.6. Sub-Standard Housing letter. 2 ZO. S. q • Y 3 20, -,14,(� 2� Page 2 of 2 17 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) I .4 4 � /10 School District (J�� Building Department No. A.P. Number CI �l �&30-6703 Jurisdiction: � City. County Property Owner Property Location/Address 3U 111 dut nyl P o Subdivision( �r v Lot No. 1 r3 Residential Development ................................................................................................. Sq. Footage 8 No o Living Mobile Home Addition/ 'Supplemental to (Group R) y •, :. ,=• ). •,-; d Units,_F Installation `s }Conversion tr Permit # ,F4 s. '(No foundation. inspi:ction) i 1 -t Commercial/Industrial Sq. Footage New Addition (Including Exterior Building (>2 Cid (Street'At dress) Roofed Areas) 2.22 • e� Date (Flbor-Plans reviewed by School District Personnel) on No. UUU1 4 4 luy 'ASchool District certifies that ! t? f� (Applicant) (Phone Number) 0 (Cit;—) (State) (Zip Code) has complied with the requirements of Resolution No. 99 by pa ym nt of $ v r 90 0 representing p�j �� D square feet: AB 2926 $ ' j 4 r 1 j f FULL MITIGATION $ School District Representative Paid by Check N / & / Remarks: ° r N-11 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action.' If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable'Local Planning Agency that this project'(§'being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm . ,,` CHICO ENV. HEALTH ❑ APPROVED • r Permit #: — O2Li C) Genera/Information EHS3,6 69Well ITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: — 7_Q Q Owners Name: G . (J /iJ /� ipjc, / / I4 � 4K— Owners Address: Building Site Address: Proverlvinformation C_0T qb, �>uA/U/I-6 AP#: (/ W-63 d --O(J3 Parcel Acreage: % 3 S' A C- Permit Tyne: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: 7 U Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement IS No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan Ol No ❑ Yes Violation Area IS No ❑ Yes Specific Plan R1 No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use jj No E] Yes Floodplain Zone: Panel Number: No F-1 Yes Watershed Protection Zone Proposed Use Comolies With: N General Plan IN 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 Aoolicable Setbacks: 0 W Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front C Side Side street Rear HelQht 0 W Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Deed Reference: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes ) Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road Complies with County Standards for Deed Creation: Comments: Map Date of Recording: Lot: `y 8 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ No Block: Book: I C�Is ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed 1Q ❑ Yes ❑ Yes Page: C>'® ❑ 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 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: 9-2-7VI G 3 0 � sT2P-ET 1)F rCpa c,eS- �C r✓PT L Z. rz `?� -� i. , -�o� Y� LL. S"I�U6:T0i2� S C- y,) C- c Liz) S " f�" a�-Z. r3�rY 02 _ aJ�s 'yE��z . -ry `3 1G�OSc - tZC1 efl7� 53Ab-f-L_ED 1!J 1 moi✓ _ ris �d Prs)Vi 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 Customer: ✓C' ► C �r-' c Address: -� u (I v/ i e k-li AP#: Job No: ��c �4 e ..Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products InspW', f ®EPARTMEN P.O. Box 20455 Portland, OR 97220 .�.P�" ROVEr (503) 254-0204 �� .o�,- dAME COUM—,f DEPAMRWD-',. APPROVEP, GAOIT I►11► nClAll SIMIMACK MAIL 111 LEDGER 12' O.C. I IORACEO Al 55' O.C.) -,-, A35 LEDGER (HAIL 113(K)10 VERTICAL Y/2-IOJ HAILS) — GATL IK) SPAC116 FOR 113 ■ 56.0' O.C. REFER TO SUPSM CATALOG C -9411-I FOR PRIKICI ATIACIIIEIIT SPECIFICAIION IATIACII A35 111 f 1 DIRECT IM IN u 1" liu u 1S11\ U ll 11 17 (1111 2-0-0 IPI 1 PEAK RATE 10 MATCH CM01 TRUSSES. ) (GI rn Is, 01111. AC. 1.15 (111 I IEEL PLATE 10 HATCH COMM TRUSSES. TRUSSES '11111 PITCHED B.C. ALSO. 10) IIPTIM 10 WEB FLAINIGt USE 131-2' lH) 11 6HOXC 15-6-0 11 L BETTER t it 1 SI) (H) 2X4 F.L. DR II.F. 12 GR \ / BIR SIP.OIIGOAL'K BRACE THIS PWG PREPAII(u TRU11 conrulin 111Pul (IOAiIS l 11111(lislulls) 5111111111111 1t MUSS MIR, RO(T= HATER AL \ IIIIILOOKER (C) �y GAELE ENO //� 2X6�IAMIAI •15 2X LE(1GER ((1911191 II'IISSES kIRMIEBA(K BRACEO AT 55' O.C. (C) 1X4 CON111MIS LATERAL BRACIIIG FOR BRACE 1 SIRONGOACK I HEWER 11MIGER TIIAII 721. AIIACII AT 111DIIIIIII OF EACII GRACE I/2 -0J CCTMINIII IIAILS. 24' HAX/GABLE E110 nIILC1nKER VIRE STAPLES (D.n)2 MA,/15 GA. ) 1DMAILEO IIIRU CIDRO I1110 WEB l 11611 WEB INTO 1111R0 Oil (VIE FACE FIR A IOM OF 6 STAPLES. (PI). IS I ) L (111 ) HIST BE PLATED. (G) LADLE E10 DESIGN BASED Ill 75HP11 W1110 LOAD EXPUSIIRE '0' AT 0-25 FT HEA►$ PLATE u 1" liu u 1S11\ U ll 11 17 (1111 2-0-0 IPI 1 PEAK RATE 10 MATCH CM01 TRUSSES. IIIIIEI CIMOS TO BE 2X4 FIR-LARCII 12 Mill. 3x4• (SI I SPLICE PLATE 10 IIATCII CQ101 TRUSSES. HOIEt THIS DETAIL HAY BE IISED FOR 01111. AC. 1.15 (111 I IEEL PLATE 10 HATCH COMM TRUSSES. TRUSSES '11111 PITCHED B.C. ALSO. 10) IIPTIM 10 WEB FLAINIGt USE 131-2' VIRE STAPLES (D.n)2 MA,/15 GA. ) 1DMAILEO IIIRU CIDRO I1110 WEB l 11611 WEB INTO 1111R0 Oil (VIE FACE FIR A IOM OF 6 STAPLES. (PI). IS I ) L (111 ) HIST BE PLATED. (G) LADLE E10 DESIGN BASED Ill 75HP11 W1110 LOAD EXPUSIIRE '0' AT 0-25 FT HEA►$ PLATE HAX. WEB LENGIII IX3r 2-0-0 2x4• 0-1-0 3x4• 13-6-0 IEIG/IL PLT IYP. Have TPI- 95 R Oeiln Crllerin: TPI-95(STO Q Q Q Q '•YANNINO•• It Yfftf 1(OY11I (1111"( CAII Is IATA IC All 01. rA101110, Srl/t 110, IMSIAlllNO AND Ii+flrc. SI/11 to r1/•1+ (r+/01110 11{1111110 AND 11AC1101. 171l ISN(D IY Irl (IA7ff FtAll Q Q11(11111(, If) 0.01of10 OA.. SIIIt If O, MADISON, rl flit$), fOA SAIIIY f/ACIIC(S ►AtO1 10 ►11/011110 11(H 1111(1101{. Illtif at:;," 9H 11DICAIID. 101 CN010 fNAlt WAY( IA01(S1Y AIIACNIO Q Q 111YCIYAAI ►Alllf. 101101 01010 SlAll VAII A ►40►(Ili AIIACI(0 11010 CIIt1A0. Al T •-IM►DAIANI-- IVA1154 A COPY 0/ tall 1,95101 10 Irl INSIAttAt10N COAIAACIOA. AI/III 1101111400 O ! 11�P IN 1� O I/0orclf. uc. f1All rol $t AUro1{flit r0A AsT olfuu oN 1Ao1 INt{ 0(31011 ANY FAIIYAI 10 4 1711• Irl IIl{fli 11 I01/OINA., YIIA 1111 OA fAfI1(11111,, NatOl 110, TNI►/ISO. IIS(All AI10/ OA u+c w o► u7un. INIf 011101 COI/DIMS r11N AIIlICA1lI /101IS101f of 105 111110111 103101 IIICI/1111101 /7f1if111 1f INT 1M(11CAI rOSlll ANO ►AICA 1110CIAI101) AID (►I. A1011( TRUSS Collic1011 All NAIL Of IOOA ASIN A563 0131 OAIY. SIIII. ls"ll 13lollo. 111111 f01r1f1r1f 10 I+Cr /ACl Of SAN$$. AND MISS 01Ntlllft IOCAII/ 01 lNIS 0(5101, /Of1110r callICtolf ►I1 C-� C----1 �� 01Ar11Cf 110, ICO 110 ICO 1•/, Al (NOTA tI'f flA1 01 (rif OSArt10 AI►l lti OIl► 10 Ir( OIf101 _O1 111 1�1{f Ott l(IID 1/11 110 30+11 10) N0 1111(0 Yf Or A Aff 01014 M. 6 - IBJ 10111111 6lnCK HAILS 3-IOJ / IIAILS EACII EID nUTLnnI:ER CUTERIA 3.5' MAX. IYP. IDICH 0 24' 1.5' HAX. I , 12' Hill ' 24' HAX 2X4 F.L. L(IIIIER GRAOES HAX. LENGIII WITICIIT BRAC III, 1111 , Y/ S1R(YIGOACK BRACE 1 S I STAIDARO 5-11 -0 11-10-0 SEAN- 25450 01111. AC. 1.15 FROM POC SPACING 11 7-0-0 15-6-0 11 L BETTER 7-9-0 15-6-0 'SS 7-9-0 15-6-0 6 QtOIESS/p yQ tat W. zc "( 03 * * �l�lfOfCAl1S0CIVI\� TC LL TC OL OC DL OC LL TOT.LD. 30.0 PSF 15.0 PSF PSF O.o PSF 50.0 PSF REF 8992 DATE 03/79/90 ORw c0112 ` SEAN- 25450 01111. AC. 1.15 FROM POC SPACING 11111'.'. IIIIAt IIIA/111111 P.$Illi 111 IAII HITS (IMG. $•III I•Alll 11 1111111 C(IIII'111I 1t 1111'111 1111111L 1 111m BIC Inuc. cue....1. 11=41 111=1111/IILOCKlin uCTAIL (AT GU'HI n IIDTE: ORACIIJO OESIGI-ItD 10 STABILIZE TRUSSES, AIX) IIAS NOT BEEN DESIGNED 10 RESIST LATERAL SHEAR LOADS. (A) 2X4 13 IIEN-FIR 011 BETTER COIII'IIAIUUS LATERAL 011ACING 10 OE EQUALLY SPACED: AT1AC11 HIM (2)•1611 IIA1LS. BRACING MATERIAL TO BE SUPPLIED AND ATIACRED AT 00111 E11)S 10 A SUITABLE SUPPORT BY ERECTION COIIIRACTOR.. 1 (11) ICEIGur OF TRUSS AT suPPORr. 1 iA01 ]NG SECTION S -S - TRUSS (0) 2x4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVERLAPPIIJG TRUSS USING (2)-16d UAILS AS SHOW11• BRACE MAY BE LOCATED ON EITIEn FACE OF VERTICAL. (P) SIIEAIIIING APPLIED 10 TOP CHORD, (L) LOADS AS IIIOICAIED DII TRUSS DESIGII. (14) IF TRUSS IIEIGIIr AT SUPPORT IS IU,U" OR LESS. DIAGOI/ALS IIOT RE'QUIREO, EI - APPROX. 45' (BB) BLOCKING TO BOTTO14 CIU'$:.. OVER SUPPORT. II.F. 13 OR BETTER 2X SIZE OF DOT7014 CIIORD, PLT lYP. Have 1P1-95 Design Crlterla: TPI-95(STO 18.2c3 ••YARNI Or RO•• 12151(f 1100111 fill["[ CAA$ 11 FAIAICA1101, NAIOL110. SNIM iC. INSIA(ISAG AND O O O 1111[116. IIFto10 NI/'ll 11AND1110 IlflllllA6 AICD IIACIROI. I'M ISNIO 1Y Irl 4111055 PIAI( gjE.SSIU O IIf111I11, 11f 0'010110fYlll 100, 14401101. YS will. FOR !11111 ►AACIICIS PRIOR 10 QQ' % /IIFOIM110 111f1 101[11011. ItIl1OII1ANIs1 TC LL REF R 4 2 l O 11010110. IOP CIOAD SNAIL RAI[ PAOPIIIY AIIACN(D -¢�� • l c O fII1ClYlll 1111111. POTION CN010 $:All NAt[ A FAMILY AIIACNIO RIGID Illltl0. W '•IM/OAIARI•• TC UL DATE 1/12/94 Q TITIAN A COPY 0► 1111 D(SIDN 10 IN( (RSIAIlAII01 CONIIACIOA. AlPl1[ 11011[(A(D T ^ '^ 1100!11!. TIL. $MATT 101 1( II fr01f111( FOR AIf OI IIAI IDI !IOM O y Be 61- ( L ) INIf OIf10Rt ANY PATTY$[ 10 IYIl1 111 IINUIs 11 Co1F01NANC( VISA 111: 01 MAIMING. NAROSIIO. SNI/►IRO. INSIMAt1ON CA II►(IRO OI 1111!1!. INIf 013161 CONFORMS LL FTRtUSS NIIN A►rt ICAltl ►4O►If10AS Of 105 (NAIIONAt OISIGN [1(1- s►ICIFIC11101 /0111SN1111: I INS AMfI1CA■ SUIT!$ 1110 PA1lR ASSOC1A110IJ AND Ill. 1111111[ ,k IOISOaAllA0OI611AfIMAIl36111.fllIIC(PI TOT .1-0. OR H 3.048 .634 \�. A3 10110. AP►It CONA(C10Nf 10 CIV\Ot Nt116lIOr 1I1IIIO SIN0111011,1t OA1II t0111I1`f Ill Al AONNINIf10NAt1160Al/lG fCONIICIO11% toOIftON 'rj.Ijf � O UUR .FAC. CA -ENG / CNC OF C 0/ TNI ptf{ 01/1(110 N(11 AND Sul" NOI 81 1111110 UPON 11 AIV OWN Ilt. SPA C I RG SEE ABOVE m, Jab: 6ETAIL-92 ALTERNATE BRACING NOTE: SEE CRANING ORININAL FOR LUMBER, PLATES. AND OTHER ` DATA NOT SHOWN HERE. iTRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND .BRACING. REFER TO TPI HIB -91. SEE.THIS DESIGN FOR -ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. (UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHEO CEILING. C0103 (A) IX4 03 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTEOR 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L' BRACE. SAME.GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRACE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS ! 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER OEMENSION9 P �T —_�AA1— -PS:T1t1cr r rc � "t CA41 4't� 30.0 o C3 0 0 0 o MKIMPORTANTMHAIrINE EIG"�" P"'"""'- "`- IMLL 401 09 NSP411SI111 90" AIV WARNING"r"ms"Ou ""'w -we 11 wlal-m EAEcr3ow Us QQ� C el TC LL PSF REF R992--42293 o 0ARE 0111!1103 rows IMI! OESIWI OA mrse mCIF1CATI&S. OR AIV 5!9194 Is 301!0 I3e moss m CO,rarMICS 141111 09113 Of rot. 1v,O1.10. Su MIG -93 O/ IPI. 1EE IM11 CESISP 1411 nunOMAL MCIAL Fa"auEMl wACIM PC ��i. , y TC OL 15.0 PSF DATE 06/28/93 0 C=) AMIA1 CYA4CI3PS AN MARE ar 4xA M1. MIL Wtllw A1/M WIRFAE1111. aauS OtKmise "olatEo. For �' PC DL 55.0 PSF ORK CD103 0 4446 CA 3 1lur1 A3 10110. A141 t Ca1ECIOn 13 an FUX or OerO SMI. R LA1111ALA1 a"ACED VIM rr1PC1 fiO, �01)815 BC LL 0.0 PSF —ENG FMr t/ f41•'s Ara 0Aa1 0110M1s1 La41e1 a1 IMIS 0ESIML P"111a1 L1 41111140 Rri0t0 11EAIMIK 901101 CMai3 63D91 * o ooa4Olon PCA PSIA39rn IrL Iso s roa-r. DRUM AIAIDAr01 11tH OPO4iLI AMID" 41110 CCILYD -- KE TOT.LD. '550.0 PSF [0.11111 als"LIC.e1e fmVIS1116 or w/ 3 1P1. AM ew9Elrs xn Aere19P11IEohOr01I ILrTIe 1E0r,tm:'L/wu Crisioll now nrsc3o"I r�IEOFC OUR. FAC. 1.15 C 0 0 0 o ULI' no w ulw Ill o10`IwCni 95191 to AeE IOU" C/tRlaw COIINC' Too.or PA N 24.0' A..srt - MusS nut ,AST313,L 102 - 1291 9111MUL OEIWI S►ECIM111A011 FOR 0303 COSIwCt1aM vcll-STFVE SICKI / MAYER - T1 TOP CHORD 2x4 DF -L 01 OT CHORD 2x4 OF -L 01 \ WEBS 20 DF -L Standard N iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ;-,,.0 PSF BC LIVE LOAD PER UBC. 0 ca W4X4 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC 6 SC 0 72.00. OC - DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. A W wW1.5X4 11 � W04(1,2) •Y x w C20 W3X4 mm� W3X8 Raat W4X4(A2) - T a ` 14-9-0 1 14-9-0 —1 6 /i. N 7T N 29-6-0 Over 2 Supports R-967 R-1092 W-3.5' PLT THP. Wave TPI -95 R Dest n Criteria: TPI(STD ••YARMIHD•' riUSSLt REQUIRE EtTR[M[ LAIC IN FABRICAT101. YANOLENG. SHIPPING. IISTALLINR AND NIACIN6. YEFLI TO NIN•91 (HANDLING INSTALLIAG AND BRACING). PUILIINED U TPI (TRUSS PLATE Q� W �►� INSTITOT[. SB3 D'OIOFRIO DR.. SUITE 200. HAD1301. YI 53719). rat SAFETY PRACTICES PRIOR TO 119FORP11 6 THESE FII97I0IS. UNLESS OTHEIYISE INDICATED. TOP CN01D SSAL► HAVE PROPERLY ATTACHED STRYCTORAI PANELS. BOTTOM CHORD SMALL HAVE A PIOP[ILT ATTACHED 81610 CEILING. ••IIIPORTAMT•- FURNISM A COPY OF THIS O[SIfN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PIDDUCTS. INC. SMALL NOT Of RESPO951GLE FOR ANY DEMI ATIOY FROM THIS DEfiTi; AIR FAILURE TO 2 1YIL0 TI[ Tt1tSE1 IN CONFORNANtE VITA TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING ►10 A L P I N E """ OF TRYSS[3. THIS DEfITJ CONFORMS WITH APPLICABLE P10Y1310Nf a Vol (NATIONAL DEf16N Sep 02 1 999 SPECIFICATION PUBLISHED OY TME AMERICAN FORttT ANO PAPER ASSOCIATION) AND 7P1. ALPINE C01/ECTOl3 N[ MADE OF LOCA ASTM A163 N40 GALT. STEEL. RIC[►T AS 10110. APPLY CONNECTORf TO 'k EACH FAC[ OF TSUSS. AND ONLESS OTHERYISE LOCATED ON THIS 0[3111. POSITION CORNtCTORI f[t pIAYINGf 160 A•E. THE SEAL ON 111$ DIAYING INC/CATlf ACU►TANG[ OF P10F[SSIOBAL EN11fEEIIMG �iy ClVil. p R[SPOIS191LITY SOLELY FOR TIE TAW COMPONENT DESIGN tYOYN. THE SUITABILITY A/0 NfE 0► TN1f ^17� A*w3En1wtD,G- 4St2Y Im CA�Ri1TtFAA ANT VT TI iLIN 1111,0116 If TU 19SPON31Y1111T of THE B0110u0 OEf1au. PER z MALINNO DEPART, CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF SC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.1875"/Ft• REF R427--62418 DATE 09/02/99 DR W CAUSR427 99245021 CA -ENG JD/GWH SEON - 14694 FROM KD (MAYER-STEVE SICK[ / MAYER - T2 COM) TOP CHORD 20 DF -L #1 !r' OT CHORD 20 OF -L 1 WEBS 2x4 DF -L Standard C-3 i.PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,t0 PSF BC LIVE LOAD PER UBC. Ca ccD o AOaAWwVE-. W2.SX4 6 `" 16N1- ' 5.X4 u x W4X4(A2) NET c.5 x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4 0 W3X8 - W4X4(AZ) 0 2.0-0 2-0-0 14-9-0cc I 14-9-0 J _J 29-6-0 Over 2 Supports I �. R 0.-1085 W-3.5' -1085 W-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 9 a& � -•MAAMIRb-- TRUSSES 0.[0010.[ ISTAEME CARE EM FABRICATION, HANDLING. SMIPPIRS. IYSTALL11i AID 1AACINS. RIFER TO NIS•91 EHMING 115TALLIIS AID BMINS). PUOLISMEO 01 TPI (TRUSS PLATE 7,90o W IISTITOTL, 503 01 RIO DR.. SUITE 100. MADISON, YI $3719), 101 SAf ETV PRACTICES ►0.108 10 PEIF00.MING TNESE IVICTIONS. UNLESS OTNt2VIl9 10.DICATEO. TOP CMOAD SMALL HAVE PROPERLY ATTACHED STRUCTURAL FABER. NOTION CMORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING- -IMPORTANT -1 /911150. A COPT 01 THIS DESIGN TO THE INSTALLATIDI CONTRACTOR. ALPINE ""N[IRED 000 ►1CIS. INC. SMALL NOT Of RtSPONSIDLE FOA AMT D[VIASIOA IRON THIS DESIGN: ANT FAIIUAE TO IDILD INE TNISSES 11 CONFOSHAXCE NITM TPI; OR FAIAICATIRG. NAIDLIMS. SHIPPING, 11STAILIAG AND ALPINE IAACINI OF TRISSES. SNI DESIGN COIFORAS U17H APPLICABLE PROVISIONS Of IDS (NATIONAL OESIS0. 0 2 1999 fPECIFICATIOI PUBLISHED OV TIE AH[AICAN FOREST AID PAPER ASSOCIATIOR) AMD 7P1. ALFINI Sep P COANECTOAS ARE MADE OF 20/A ASTM A6S3 SRAO GALS. STEL. [SCEPT AS NOTLD. A/PlY COYNECiOA! TO LACR FACE Of TRUSS. ARO UNLESS OTNEAMISE LOCATED 01 THIS DESIGN. POSITION C011ICTOIS PER ...CCVLLL DRAIIIiS 160 A•I. TIB SEAL 0Y THIS DRANIRN 1IDICATtS ACCEPTANCE OF PROFESSIONAL EISIAEIRINS r.�l� _may AtSFONSIIII ITV SOLELY 102 THt TAUSS COMPONENT DISI" SNOWM. THE SUITABILITY AND OSE OF TYIS AlpineBaBicamedG9Pir � . � C900191T FDA ANY PAATICNLAA ISIl0ING 1S TN[ RISPONSINILITS OF TMI OMILOING OtSI6N[0.. PE0. � t 8NQtMIe010. A11IFTPt 1.1996 SECTION t. +B-0-0 is,M� V- �A P®V CA/- 1/-1-1-1F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale—.1875'/Ft. REF R427--62419 DATE 09/02/99 DR N CAUSR427 99245022 CA -ENG JD/GWH SEON - 14699 FROM KD uivca-cTFvF sim I MAYER - T3 SPEC COM TOP CHORD 2x4 DF -L #1 OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. --�(0) SECTION OF TRUSS DESIGNED TO SUPPORT 10.0' TOP CHORD OUTLOOKERS C=1 MAX. EXPOSED GABLE AREA TO SUPPORT SIDING LOAD OF 3.0 PSF MAX. co O W5X4 Q v A I O a Ca.. A W A0 W w WL.7AY lnLJ x W3X8 e x w w U:20- JO z z -o 0 14-9-0 1 14-9 0 -1 Q L� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS Mf R. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 5 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (0) 12-3- W W2.5X4 ft 29-6-0 Over 2 Supports R-664 W-3.5' R-135 PLF W-12-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R_ -�-_- •IMRHIN6•• iIY SSSS IEOUIIE [ITRINL CARO a PAaen.•..vw. IRACIIG. RE/EI TO NII.11 (N►NOLING INSTALLING 410 1RACi RG). PUBLISHED 1T 711 (TRUSS FLAT( IRSTITOfl. Sn D•OI0FAID Dl.. SUITE loo. HAOISOB. WE $1)11). ►Ol SAFETY-1ACilG1i PRIOR TO P[IFORNING THIS[ FUNCTIONS. UNLESS OTH[IY ISE. I101CATE0. TOP CNOID SMAII RAPE ►ROPlNLY ATTACYt0 STRUCTOIW PANELS. BOTTOM CHOID SHALL NAVE A FEMALE ATTACHED RIGID CEILING. -IMPORTANT-' fORltill A COPT OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPl1f 1NGI1E1110 -IMPORTS. INC. SMAII NOT NE US FOI All DEVIATION F10H TBIS DESIGN; ANS FAILURE TO BUILD TILE 1RRSSES 11 COIrORMAiii YITR TPI; 01 FABRICATING. MANDIIIG. SHIPPING. INSTAL 1116 AND INEfVACIFICATIORIPHII IftlED BVSSIS.STXESAM[RICAIica /m NITH FOREST ARID PAPERIASSOCIAi IO 1)LE I AND TPI. OF RDS ( ALL III L DISI6R CONIECTOIS AR[ RAO[ Or tV.A ASTM AM 440 GARY. STEIL. 110EPT Ai R0T[0. APPLY CO1N[CTO1S TO EACR FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED OR THIS UtSIGN. POSITION CONNEC70AS Fit OIAYI ICS 110 A•t. TRt SEAL ON 111$ CRAVING INDICATES ACCE►TA10E OF PROFESSIONAL EI6IIEERIN6 BIS-ORSIBILITV SOLELY FOR THE TRUSS COMPONENT 011161 SROY1. TILE SUITABILITY AID USE OF TRIS Mf OUaT1191 j illi All PARTICULAR BUILDING IS TOE IESPOIISBILITY Of THE BUILDING DESIGNER. PERSECTION riteria: TPI(STD ALPINE iPS�SrCA9 Sep 02 1999 +8-0-0 --F3 [l-CEC tlV Mw �'� '� - E 0,0" CAI -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.1875'/Ft. REF R427--62420 DATE 09/02/99 ORW CAUSR427 99245030 CA -ENG JO/GWH SEAN - 20978 FROM KD vco_cTcvc %ICKI / MAYER - T4 MONO SCISS TOP CHORD 2x4 DF -L #1 ' -L #1 r'OT CHORD 2x4 OF WEBS 2x4 OF -L Standard Lr•A iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, cn co co 0 v ra 0 oc w A w a w w z z w w z T3+ THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 6 DIME ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC & BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 D a X2 -0-0---j cam,. C -•A J 13-11-8 Over 2 Supports - H R -593 U-3.5' R-440 W-3.5' Des1 n Criteria: (PI SIU Wave TPI-9lusli PLT TVP. Nltl6'� TRANS" 1EODUE ESTI[W CAI[ 11 /ABRIGTIOA, tlAIOIING, AIIPIIIi. 113TAllllG AND 16. AI/E11 TO BIG -01 (NMOL IND INSTALLING AIG IRACINg). PUILISALD By T►1 (TRUSS PLATE YI13719). /Ol SA/ETT ►RACTfCtS P1I011 10 Q� w TUTt. S03 0'0101`1110 ON— SUIT[ 200. MADISON. TOP CHUG ACEILISG,lROP[aLY ATTACHEDORTANT.• C�7URAL IAIE[1Sf000Ti0NSCNOLDESNAIItltl T[ fNISI lOf[a►T ATTACHED 11CIDICATED. TO TBE INSTALLATION CONTRACIOI. ALPII[ ENitl[[a!0 rllllSN A COPT Or THIS DESIGN YCTS. INC. StlAllNOT AE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN. ANTFAILURE TO FANIIGTlNO, tlA1011tG, SLIP►1YC. 1RSTALl1l0 ANDALPINE 0 i11t IRNiSI3 IN CONrOlMAO YIT1 T►I: ON I THIS DESIGN CO1FOAKS Nlrl APPLICAOl1 ►lo11S10NS Or Not (NATIONAL Dtfl6t IML IUfS[f. ICA,' 101 PUAl1 S0L0 BY THE AMERICAN FOREST AM PAPES ASSOCIATION) AND TPI. ALPIIE STEEL, E10E►T AS NOTED. APPLY CONNICTORS TO SG 02 1999If #, PfCTOAf ANE NAD! 01` ZOBA ASTM AGSS 410 GALS. THE "At O1 THIS GRAYING INDICATES ACCt►TALC[ Or PROFESSIONAL ENGINEERING /ACE Of 1lUit. AND OILESS OTNEAVISI LOCATEDON THIS OFSIGN. POSITION CON ECTURS ►EA1811 —/�� L�'.a....,t LRD A•L. OIft11LITT SOLELY FOA 101 TAUSSCONONENT DESIGN SNOYA. TNI SIIITA01l1TT AYD RfE OF fMlt AlpiW - cftvd p2O<bIG�. IDG•011E1T IDA ANY PAaTICILAA NAMEt6 IS THE IESPOYfIBILITT Of 1R! BUILDING 013{1111,PU$Hq�ID. C=93� /T►1 1•IRK SILT IDH 2. 2-10-7 12-5-8 +-0-0 AME coupq-t- DEPARTMEM ,, , APPR0� CA/ -/1/-/-/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale-.375'/Ft. REF R427--62421 DATE 09/02/99 DR W CAUSR427 99245023 CA -ENG JD/GNH SEAN - 22102 FROM KD ti (HATER-sickt, Steve / Dayer job - TS STEP THSC j THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBNITTEO BY TRUSS NFR. TOP CHORD 2x4 DF -L #I :T1 2x4 Df -L #16Bet.: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 :91 2x4 DF -L ¢I3Bet.: WEBS 2x4 OF -L Standard :W9 2x4 OF -L #1: CALCULATED HORIZONTAL DEFLECTION IS 0.26' DUE TO LIVE LOAD AND 0.27' DUE TO DEAD LOAD. LATES DESIGNED FOR GREEN LIMBER PER NIS -97 TABLE 7.3.3. IN LIEU OF OR RIGID CEILING USE PURLINS: `DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TO BRACE SC IR 24.00' OC 0 PSF BC LIVE LOAD PER UBC. 0 c . co O 2 , WSX6 (R) I W2.5X4 -o W4X4(R) W2.5X4 0 Wg w3X6-0 W8xI2 0 W3X6,0 6 r . v T2 3-8-13 W2.5X4 o v W1.5X4 4' HS2512 s W2.5X4 9 W1.5X4 0 W5x8 I o BI w2.5X4 a W1.5X4 ■ a WI.SX4 a z W3X8(A1) s z w r -19-3-0 "Ic - 11-9 I 31-0-0 Over 2 Supports !( R-1149 W-3.5' C=) - PLT PLT TTP. High Stren th.Yave TPI-95IR Desf h Criteria: TPI S1 I NARiIRO•• TtOSSEt G10ME COAI EITRI E CIN FW21CATill. 1ANOLTN. SGIPPISG. INSTAIEIK AGO t Il o $SACII1Fa TO Rlt-1E (GANGLING IASTILIIIG AAD 90010. PfUITRO ET Itt (TROTS ruTE O IISTITOU S$N D*MWl70 N.. SSIT1 200. MADISON. WE $1119). ►It SAFETY PRACTICES PRlel TG o r1lPOR 111i 7111361 gxTINNL S. UNLESS OTtt1TISE I"AWTV. TOP CMD S1Att ARE M NET ATF4011 N STIKTMAI PA EL:. MTTOR CRUD SIAL SATE ► HIMIILT ATTACRD SNIT WESEL [•7 ..IMPORTANT'- 111:12/ ACOP$ Of TEES BUSES TO TK INSTALu1IM COSTIACTOI ALAR 13611:11192 P1009M. IRC. SKALA, NT 11 &UPOIQ1$LE FOR ANY DITIATIOG FS01 711% OCSOW. ANY PATLNE TO $GILD TOE TAMES L C011OSSlftt DIA TPI: OR PAOgCATIOO. SAMIN. SNIFFING. INSTALIIK An oc ALPINE OLCIRL OF n"•"•. n!36 (031100CORFOW KS$ APPLIWLE PWISINs Of 10S OW 613101• d. SPECIPtCATM PIISl136192 l/ TLE AIERK&I IORI71 A1D PAPP ASSOCIA7t011) AN TTI. ALP111 C,OKIOU AGE RAN 01 TON ASM "ll all LILY. STEEL. ESCE" AS OFFER. ~ CO1ICTOTLs TO EKE FKE Of TpSt. ASO 01113S 'b1NEMSE UKAR/ 00 TUM OESIM. ►1111101 C ONSECIONf KR OGAKTW ILO A -I. TOC UAL O$ TGA 001`15 1501CATILS AEQRAKE OF PURMSMAL EKLEWS16 Atm �p...L„� REST'OOnILITT SOFFIT IN TK TRIS COWWW Dwla SIM. m SSItau1ST ANG DSE 01 1115 �"�`� • �;3R' CWIPOI m 1a ART PASTICVVy Mull i is TK BESfdSIuuTT OF T21 OOILDIM M31E311E. ae AAS111P1 1 -ISYS SEQIOS 2. i 111414 ft 2-1-3 +10-0-0 W1,5X4 0 41-0-0 R-1009 W-3.5' l T5 APPIROvpml 19 CA - 1 - - F Scale —.1875' Ft TC LL 16:0 PSF REF 8427--52705 TC OL 10.0 PSF DATE 04/03/00 8C DL 7.0 PSF DRW CAUS2427 00094007 BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LO. 33.0 PSF. SEAN - 29120 DUR.FAC. 1:25 FROM KO SPACING 24.0' (MAYER-sicxi. Stere / eager job - 77 STEP TMSC ITOP CHDRO 2114 OF -L #1 :T1 2x4 OF -L #I&Bet.: BDT CHORD 214 OF -L #1 :81 2:4 OF -L $16Bet.: \ WEBS 2x4 OF -L Standard :109 2x4 OF -L. #1: cv LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c 0 PSF!8C LIVE LOAD PER UBC. co 0 THIS OUG PREPARED FROM COMPUTER INPUT (LOADS b DIP ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.27' DUE TO LIVE LOAD AND 0.29' DUE TO DEAD LOAD. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE 8C @ 24.00' OC 115X6 (R) A Y2.SX4 8 i U2.5X4 io Y9 W4X4(R) 6 81 i 9 WSX12 03X6 H3X6 m 6 r Y1.SX4 m3-5=13 112.5X4 a 4 HS2512 s W2.SX4 es MI. 5X4 8 W4X12 61:U2.5X4 x W1.5X4 S w W1.5X4 S Y4X4 a •T :q 1-7-3 10-0-0 M1.SX4 to +-0-0 o • o o PLT TYP.:Hi h Strenth.Wave TP1.j5 R Design Criteria: TPI S1 p -glw- *pSst t[. , EFTRM CAIC to FAMIFLtlmm, umuinc, sours a, invatili 40 O SUCK. stria TO OWRl 111AU21116 IRSTALLIKS AND ""too PWLCN 0 or 1►t (TRRis KATE d taSnT@M. S03 o•Os04210 TAS.. San M. aA01SAt. 91 $311 FM LFt71 HKTICIS Ala 10 PEt►MAIK TIER ►OACTIaas. s1lcTS aT t"wIsE 4AOICAVED. TOP COW SMALL Xalt MPULr ATTAOOgo N SULWT#M PAKLS, 20111411 CkW SSAII WE A RUM" ATTAtdo A7CI0 CEILISC. —IMMTM " INStSS A COPY Or TRIS KSLN TO TAs IWALLATEOs Cst7RACtOR. ALTT2E E1Cl2E120 :h E9005M. SRC. BALL 20T 1E KWONSi2LE r0l, AAT OERIATIa2 TIDO T1nS OESICt; AST FILM To T {� alts M TOMS 18 CDtPoW M 2tTs Tot: 4R ►ATa1CAnn. IMMU . ss1NlN, INSTALLIRO A10 x ALP 11\ E mile M AESSM tall otsl4m cor=M 110 APRLICULE MWISIMS a IDS WITARAL 0I210 s.. SPlCtfltaiiN MQISIQD 211 741 LqR/CM ►4tESt AM PAP[A ASHDA110q AND 70 1- AL11K tDDtcs4Ai AAE ALOE 4r sotA Asnl Ain nw CALT. Stitt. Htt►T An NEO. WIT WMCFM TO LAO rAct V rude. AND outss OTWwsI LACASLO a i4IS Ottiis. Funs COARICT02s rO 02µ112s LSO A.I. 114 Stn ON Tills QWup 44DIt4Ts1 AQWTAM OP_RNIsslaSAL I0210Ennu iaG RISM51Dll111 SAAE/1 rn T4 Tans COSONEiT 09SM SIRS, Inc sorwitSTf Aw %a or 11115 A"°d G CN/oaEtT Eat YT IAt11CUM NR24i is TW K92OStOtsl,T or TAE 18112416 R211CttA. Tn AW/1/t l•tm sialoi T. _ SU8MIT7EO BT TRUSS HFR 19:Ob2 TC LL 16.0 PSF; TC DL 10.0 PSF' BC DL 7.0 PSF 8C LL 0.0 PSF pl�l t TOT. LO. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0% T7 � ® vsp; Scale—.1875'/Ft REF R427-_-52704 DATE 04/03/00 ORW CAM427 00094006 CA -ENG AEB/CYC SEAN - 29116 FROM KD U3X1O(A1) O x . ca z ' IY7 19-3-0• ?� 12-9- `32-0-0 Over 2 Support., R-1192 V -3.S' R-1042 W-3.5' o • o o PLT TYP.:Hi h Strenth.Wave TP1.j5 R Design Criteria: TPI S1 p -glw- *pSst t[. , EFTRM CAIC to FAMIFLtlmm, umuinc, sours a, invatili 40 O SUCK. stria TO OWRl 111AU21116 IRSTALLIKS AND ""too PWLCN 0 or 1►t (TRRis KATE d taSnT@M. S03 o•Os04210 TAS.. San M. aA01SAt. 91 $311 FM LFt71 HKTICIS Ala 10 PEt►MAIK TIER ►OACTIaas. s1lcTS aT t"wIsE 4AOICAVED. TOP COW SMALL Xalt MPULr ATTAOOgo N SULWT#M PAKLS, 20111411 CkW SSAII WE A RUM" ATTAtdo A7CI0 CEILISC. —IMMTM " INStSS A COPY Or TRIS KSLN TO TAs IWALLATEOs Cst7RACtOR. ALTT2E E1Cl2E120 :h E9005M. SRC. BALL 20T 1E KWONSi2LE r0l, AAT OERIATIa2 TIDO T1nS OESICt; AST FILM To T {� alts M TOMS 18 CDtPoW M 2tTs Tot: 4R ►ATa1CAnn. IMMU . ss1NlN, INSTALLIRO A10 x ALP 11\ E mile M AESSM tall otsl4m cor=M 110 APRLICULE MWISIMS a IDS WITARAL 0I210 s.. SPlCtfltaiiN MQISIQD 211 741 LqR/CM ►4tESt AM PAP[A ASHDA110q AND 70 1- AL11K tDDtcs4Ai AAE ALOE 4r sotA Asnl Ain nw CALT. Stitt. Htt►T An NEO. WIT WMCFM TO LAO rAct V rude. AND outss OTWwsI LACASLO a i4IS Ottiis. Funs COARICT02s rO 02µ112s LSO A.I. 114 Stn ON Tills QWup 44DIt4Ts1 AQWTAM OP_RNIsslaSAL I0210Ennu iaG RISM51Dll111 SAAE/1 rn T4 Tans COSONEiT 09SM SIRS, Inc sorwitSTf Aw %a or 11115 A"°d G CN/oaEtT Eat YT IAt11CUM NR24i is TW K92OStOtsl,T or TAE 18112416 R211CttA. Tn AW/1/t l•tm sialoi T. _ SU8MIT7EO BT TRUSS HFR 19:Ob2 TC LL 16.0 PSF; TC DL 10.0 PSF' BC DL 7.0 PSF 8C LL 0.0 PSF pl�l t TOT. LO. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0% T7 � ® vsp; Scale—.1875'/Ft REF R427-_-52704 DATE 04/03/00 ORW CAM427 00094006 CA -ENG AEB/CYC SEAN - 29116 FROM KD LVFR-STEVE SICKI / MAYER - TO TMSC TOP CHORD 20 DF -L #1 :T1 20 DF -L #16Bet.: Lr')T CHORD 20 DF -L #1 :BI 20 DF -L #16Bet.: ZZ WEBS 20 OF -L Standard :W9. W10 2x4 DF -L #1: Ca ILATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. --•N LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO cx3 RACE TC @ 24.00' OC 5 BC @ 72.00. OC. co x .0 PSF BC LIVE LOAD PER UBC. W2.5) OX6 0 W3X6 6 r H W1.5X4 N T1 A 6-3-13 4 0 HS412 Ea ca B3 W2.5X4 0 a W3Xcza 10(Al) • cti x W W W7X8 W2.5X4 6 THIS OHG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS•0.45' DUE TO LIVE LOAD AND 0.48" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CALCULATED VERTICAL DEFLECTION IS 0.60' DUE TO LIVE LOAD AND 0.65" DUE TO DEAD LOAD AT X — I2-10- 9. W1.5X4 U W1.5X4 19 � W3X8(81) -e-0-0 o x UL0_0j a —17-6- I-9 01_ 19-3-0' nom. CT rn C7� N W C/3 38-6-0 Over 2 Supports DFPAR Q R�1265 r jir+ `w- R-1388 N -3.5'A @y o vg� All Plates Are W2.5X4 Except As Shown. CA - 1 Yj�� - - - F Scale–.1B75''Ft. Note: Desian Criteria TPI STD PLT TYP. High Strer_.,.R111T.G th.Wave TPI -15 R ••TRUSSESREQUIRE [STRIAE CAGE IN FABRICATIOR,. "AYDLIYO, SM11►116, IISTAll1A6 AW ►LATC n TC LL 01.E WsXCIRGtttuE, 16.0 PSF REF R427--62422 RIIFER i0 NIF U1 INAMOLINf USTAllIR6 NO OAAC[NC). fU1lISNED RY TPI (TtUSi S05 O'oSOFR10 DR.. SUIT[ too. MADISON, Nt sTTt/)C., tot SAFETY PaActtcts PRIOR to T C DL 1 0.0 PSF DATE 09102199 SCMOaDESS SNAllN1At[NA fRDPEAITDATTACtlED 6IDACE ILItlS,L Of PROPERLY AITAtMfD BC DL 7.0 PSF DRW CAUSR427 99245024 STRYCaTAURAL fANELSrNIDTTONCTI IL I'VINISHESIGNOR ATo Tiff CONTRACTOR.ATION FROM ots AN/NE ENGINEERED 0.0 PSF CA -ENG JD / GW H ►l CTSANT" eol►D Trt rR1fsE5 tt corFaANAItE vlTtl tit: oA FABRICATIrt, MANDLIRG, SNIPPING, INSTALLING AND WITH APPLICADI[ PROVISIONS of NDS (NATIOIolslu AlU[ BC LL ALPINE BNACINN OI iIOSS[2. THIS CIS CONFORMS S 111c", 01 ON'llLISNED 01 TN[ AR[AICIJ FOREST AND IA►[R ASSOCIATIM AND Til. ALP COINfCiOaS TO Se 0 2 1999 * P TOT. LD • 33.0 PSF SEAN - 2216 CORIECI OAS All RADE of tOtA ASSN A6S7 "To NAIV..STEIL. CICEPT AS NOTED. APPLY tACA FACE OF TRUSS. AND on[$$ OTAEAVISE LOCATED OR 1815 OCStU, ►OSITI01 CORA[tT01S ►Il 160 A•t. INC SEAL 01 TRIS DIAYING INDICATES ACCI,TANCE Of PROFESSIONAL ENCIREERII6 dy CMI- DUR.FAC. 1.25 FROM KD DRAVIRSS •� �p�00Q'0� 1[SPONSINILtTY SOLELY IOC TRE TRUSS CONVONENT DESILl fRONN. INC So TABILITY AND USE OF TRIS ^9^•^$��E,1dq L:A 9�T 5 � �j�/DNT1FDA ARTEC110ICiLAA BUILDING IS TO RES►01L[IIl1TY OF TOE BUIlD1A0 DESIGNER. PER qF SPACING 24.0' ..►vrn-escvc STCKI I MAYER - T10 TOP CHORD 2x4 OF -L #1 L" OT CHORD 2x4 DF -L #1 1-1 WEBS 2x4 OF -L Standard i.PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ;;,,10 PSF BC LIVE LOAD PER UBC. Co Ca C=; En E-• v A C=> a CL. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS.& DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 I w o� d L-2 - 0 - 0--j LL7 O —9-0-0 Over 2 Supports R-436 W -3.S' R�270 N-3.5' 4-10-3 PLT TYP. Wave TPI -95 R BANDIING, fMI Desi n Criteria: TPI(S' ��YARNING`• TNUsSEf REQUIRE EITIEME CAS[ IM FABSICATIO{. T TPI INSTALLING AND BNLCIAG. l(flA TO 112.91 (tlANDLINc INSTALLING AND BRACING), ►USl1SNED 1T 7P1 (TRUSS FIAT[ INSTITUTE. 583 D'ONO/A10 OR., SUITE 200, MADISON. Y1 57711). !0A SAFETY PRACTICES ►510{ TO IERFORMIRN 11ist FBRCT►ONf. UNLESS OTAESYISt IIDICAT[0. TOP CHORD SMALL HAVE PROPEILT ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAI( A PROPERLY ATTACHED 21810 CEILING. --IMPORTANT" FGRIISM A COPY OF TBIS DESIGN TO THE INSTALLATION CONTAACTOB. ALPINE ENGINEER[ PRODUCTS, INC. SHAH BOT BE N(SFOSS III[ /OR ANT DEVIATION FROM THIS OtSiGNi AMT ►INCUR[ T BUILD TSE T{USSES IN CONFORMANCE MITI TF1: DA FABRICATING. MANGLING, SNIPPING, INITIALING ALPINE Hume of TNGssis. TNI$ DESIGN CONFOAMf MITH APPLICABLE PROVISIONS OF RDs [NATIONAL OEf SPECIFICATION PUBLISYED_IV THE AHE{ICAN FOREST AND PAPE{ ASSOCIATION) AID TPI. ALPINE. [ACR CT"SFACE OAlt{�E AFD 06AATT" UAIISS OTME5YISE LOCATED ONETIIfEO[SIGN�0 GALV- ►OSITIOM CORRECTORS PEAPPLY RS TO 2tAVIISS fP0 SIBIIITT fOLELITf ON TN[ TIYSfHE STAX 01 ECOMPONEENT DESIGN TSHOWES NCE►TITHE E SDITASILITTOAID USE OFEIN'S gAlpine ;RCES To BEGICID CA 9 C adp usj%TPITIF1fPSNSECT[OICE�AR BUILDING 15 TINE NtSPO{SIBILITY 0/ THE IUILOINi DESIGNERS- P[R +8-0-0 0 Sep, 02 1999 lj-� GOW7,- ®EP ^ . hh Appiq CA - 1 - - - F Scale -.3 9: ' ,F.t. TC LL 16.0 PSF REF R427--62425 TC DL 10.0 PSF DATE 09/02/99 BC DL 7.0 PSF DRW CAUSR427 99245025 BC LL 0.0 PSF CA -ENG JD/GWH rTOT.LO. 33.E PSF SEON - 22181 PSDUR.:FAC. 1.25 FROM KD PACING 24.0' uAvro-eTrur ctcl(I.I MAYER - T11 MONO ,_,.•;DP CHORD 2x4 DF -L #1 OT CHORD 2x4 OF -L $1 :::Z WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3..3. —•V 0 PSF BC LIVE LOAD PER UBC. M C=1 Ca O z • C.3 E-. U 'A A O QG f1. A W C24 W W _. [^J z w w z W1.5X4 Ib 91» Cl - C31), C77 CV W C/3 ILI-2-0-0-Pj Ni 8-4.6 Over 2 Supports--� �-- R-416 W-3.5• R-255 THIS DWG PREPARED fROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED By TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. �I \ 4-6-6 -0-0 PLT TBP. Nave TE IN PI -95 R Desi n Criteria: TPI STD 1MAC �G •YfTAUSM ilY TO YlY 91Yl (uYD11 lllG I IKE STALLING�AMD FABRICATION, .an Bl TPI INSTALLING (TYYSSPLATED INSTITUTE, 503 0.010►x10 OR.. SUITE 200, MADISON• Yl 53)10). FOR SAitil PRACTICES PR10R TD FERi01M1YG THESE FUNCTIONS UNLESS OTKEAVISE IAOICATID, TOP CHORD SMALL MAtE PROPfILLT ATTACHED STNUCTURAL PANELS. BOTTOM CROAD S1ALL HAVE A PROPERLY ATTACKED RIGID CEILING. '•IMPOaTANT'• fBRNISY A COPT OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEEAEO PRODUCTS. SBC. SNLLI NOT BE RESPORSIBIf IDR MT DEVIATI01 )IOM THIS IXf IGH; ANT PA1lUAf TO BO11D TBE TRUSSES 10 CONFORNARCE PITO TPI; ON IABRICITIBG, HANDLING, SNIPPING. INSTALLING ANO OAACINO Of TRUSSES. TRIS DESIGN CONFORMS NITU APPITCARLt PROVISIONS OF AOS (NATIONAL DESIGN ALPINE SPECIFIC►TION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CO11ECTORS ARE MAOI OF EOOA ASTM A6S3 GR40 GALV. STEEL, ExCEPT AS NOTED. APPLY CONNECTORS TO LACY FACE 0/ (SUSS• AND 1BLESS OTHERNISE LOCATED OR THIS DESIGN. PONT01 CONNECTORS PER OtAYINGi 160 A•t. TNI SEAL 01 THIS BRAYING INDICATES ACCEPTANCE 0/ PROIESSIONAL ENGINEERING AtSPONSINIIITT SOLELY FOR Tot TRUSS COMPONINT DESIU SNOVB. THE SOIiAB tI ITS AND USE Oi IHSS AI Bn&=Cd P 9pPOs ,IDD. COMPOBt1T F04 All PARTICULAR BUILDING IS 751 RESPONSIBILITY Of TRE BUILDING DESIGNER. PER P�B�t1lto, A6S1/TPI 1.1995 SECTION t. W. 6.80.2004 Sep 02 1999 -AqppnoEr CA/ -/1/-/•/-!r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale—.3750/Ft. REF R427--62426 DATE 09/02/99 O RW CAUSR427 99245026 CA -ENG JD/GWH SEON - 22183 FROM KD .. Cn_CTVUC CT[IFI MAYER - [SGE] T12 OTC Ln OP CHORD 2x4 OF -L f1 OT CHORD 2x4 DF -L J1 WEBS 20 DF -L Standard ipLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. �;Kj 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES co SHOWN PLUS 2X4 PLATES AT 24' O.C. o TABLE TRUSS DESIGNED FOR ENCLOSED BUILDING. SUPPORTS 24' OUTLOOKERS x FU1X. EXPOSED GABLE FILL SUPPORTS SIDING LOAD OF 10.0 PSF MAX. (K) 61— v Fa WH4 A 0 x Imo.. w W3X4= W2.5X4 rz w W3X4 z T=' 6-6- W x a L-2-0-0-aj w co �r rn C77 N W —6-4-6 Over 2 Supports—� R-573 W-3.5' R-435 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R _ _ __ •YARNING'• TA/SSSS REOUIR EITRER[ U!I u . 1lACiNG. REFER TO YIG•HI (MAHDLINS INSTALLING AND OAACIA6). PUBLISHED 1Y Tfl (TNYSS (LATE IIATITUTC. FER To NOFl IO Ol.. SOI TE 200. aA01fOf. YI SSIIP), FOA SAIII1 PH ACTICCS PRIOR TO f[l/OAallt THESE FOLCTIOIf. UAIESS OTBLAY13[ IlDICATED. TOP CHORD SPALL W[ PRDf[RLY ATTACKED SRNCTUAAL PANELS. OVIDR CaOGD SMALL MAY[ A FGOFERLY ATTACHED RIGID CI (LING. *IRFORTAIIT*- FURIISA A COPY OF THIS DESIGN TO INC INSTALLATION CONTRACTOR ALPINE [NCllf IACD PRODUCTS. INC. SMALL GOT BE RESPONSIBLE FOR AAY DEVIATION FRON THIS DESIGN: AWY FAILURE TO FABRICAAID BRACING, OF TRUSSES- CONFORMANCE olliSlITH CO FP1: 01OARS WITH APPLITCABLE IROSISIOASING. DANDLING. SOfPNOSG (NAT OAA►1D[S 0Y SPECIFICA7105 PUBLISHED BT THE AR[NICAR FOREST AND PAPER ASSOCIATION) AGO TPI. ALPINE COVILEC7015 All RADI OF 20" ASTR RISS SAAB GAL►. STEEL. [NCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OP TlNSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEA ONAYiRSf 760 A•I. THE SEAL ON THIS DRAWING INDICATES ACCItTAAC[ OF PROFESSIONAL CHC7 )KEEPING TY AND CMOAEATILITY 10, ►ITLELY (OR PARTICULARIONIl011ROROTHETREpoNSIAILITY 0► Tat BUILDINGIDES DESIGNER- fit TGIS A1Sl/TPI 1.1105 SECTION 1. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.' SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC A 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I I 3-2-7 -0-0 sign Criteria: TPI ALPINE Aipia,0 yagnea . Pmdmft. LM.. 8pam=1o. CA 9SR2Y CAPPROVEn Q�� s •, 1 J�l[�yY p:, CA - 1 - - - F Scale —.375• Ft. ¢gyp W. TC LL 16.0 PSF REF 8427--62427 TC DL 10.0 PSF DATE 09/02/99 BC OL 7.0 PSF DRW CAUSR427 99245033 ENP, 200,02 BC LL 0.0 PSF CA -ENG JO/GWH Sep 02 1999 ♦ TOT.LD. 33.0 PSF SEON - 22188 eop SPACING' 24? 0" FROM KD (MAYER-STEVE SICKI / MAYER - T13 LrS OP CHORD 2x4 DF -L #1 OT CHORD 2x4 DF -L #1 cv WEBS 2x4 OF -L Standard iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE .7.3.3. i,;.;.0 PSF BC LIVE LOAD PER UBC. co ca 0 z E—+ CJ A 0 Ami a A W L1: W z w w L -2-0-0--j a LI -2-0-0---j 7-1-0 Q 710 -� J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU.OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 8 BC ® 72.00' OC.' DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 e 13 ^-' a. ca —r Cr C7� CT CV W ALPINE Seaffimcdo. CA 95M 14-2-0 Over 2 Supports R R-579 W-3.5' -580 N-3.5' Design Criteria: 1 R "11077[6. SNIPPING. INSTALLILG AND •YARNING•• T1023ES RIOU►RE fTTREME CAFE 11 FINNICATION. g VARNIN LlfEI TO NIB•fl (MANGLING INSTALLING AAD NRAC116). PUBLISHED By 1P1 (TRUSS PLATE 115711071. 6I3 O'ONOFRIO DA., SUITE too. MADISON, YI 33119), ►OA SAFETY PRACTICES PRIOR TO IERFOANIIC THESE ►UNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SMALL MAV[ PROPERLY ATTACKED STROC714AL PANELS, NOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING . '•IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION FUN" HISCONDICTOA. AANTNEFAILURE E70 PRODUCTS. INC. SMALL NOT BE RESPOISIILE FOA All DEPIATlOI /IOM THIS INDICA; IIILD TIE TRUSSES 11 .COIFOINANCE MITI TPI: OR FABRICATING, HARMING. SKIPPING- 1 NIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGA CONFORMS MITA APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN fPECIFIGi/0N ►UBIlfIEO IY Till AMIRICAI FOREST AID PAPER ASSOCIATION) ALD 111. ALPINE COIRECTORf ARE MAGE OF 20GA ASTM ABS3 BIRO GALL. STEIL, EXCEPT AS NOTED. ANNEC CONNECTORS TD tACN FACE OF TRUSS. UD URllfi O7MEAY12[ LOCATED ON INNS OES16H. FOSIi10Nto, COSIECTORS PER RIS►HONS p16077 SOLELYFOILSEAL THE OnOTit$SS ORAVING POAENT INDICA SSoAICATES CCEPT" I' fOl TAB1Li TVISSIO01) USENAL IO/E7R1f CC,,,,W►IT!•OR Any SECTION1. NUILDIIG IS 719 RES►ONSIB1L17YAgSlOF 11E [UILDIMO OESIiNEI. f[1 ...8-0-0 y g coup.-,, APPnOVEP. D CAI -11L -1-1-1F W. TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF D 5 69. 6-80-002 BC LL 0.0 P S F t Sep 02 1999 * TOT. LD. 33.0 PSF c OUR. • O SPACING 24? 0" Scale -.315"/Ft. REF R427--62428 DATE 09/02/99 D R W CAUSR427 99245027 CA -ENG JD/GWH SEQN - 22190 FROM KD ..Avee-c? ur CTCYT I MAYER - T14 GIRD', L,,OP CHORD 2x4 OF -L #I OT CHORD 2x6 DF -L #2 C-), WEBS 2x4 OF -L Standard :PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. --;(OOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. c --a "10 LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO z )RACE TC ® 24.00' OC 6 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. . (H) RECOMMENDED C NE NCTION FOR M CATALOGCHORD-SUPPORTED TRUSS(ES): SIMPSON W4X4 (R) M H v Fa D Q.. I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_9_nalls) TOP CHORD: I ROW 0 12' 0.c. BOT CHORD: 1 ROW 0 7' 0.c. WEBS : 1 ROM 0 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ACE (H) GIRANDDE2-SUOPPORSPAN2TO TC/BCSPAN TO BC ONE F SPLIT OPPOSITE FACE. W x L-2 -0-0--l' 7-1-0 p; 7-1-0 n.. co N PLT TYP. Wave C7) C7) CT N CL.. W cn -95 L2 -0-0--j 14-2-0 Over 2 Supports I R-3759 W-3.5' R-3759 W-3.5' Criteria: TPI (ST •WARMIMG•. TIOSSES REQUIRE fl1NIML 1-1 a. IRACIIf. lEF[l TO Y10.01 (RABBLING INSTALLING AND BR►CIRC), PUILISSAF By TPI (TRUSS PLATE IISTITITE. SBi O'ONOFl10 O<.. SUITE t00. MADISON. NI 57119). FON flF[TT PRACTICES PRIOR TO fllf0RMlu THESE FUNCTIONS. INLESS OTMLRMISE INDICATED. 70P CHDRD SMALL NAll PHOPERLT A1IACMED STRUCTURAL PANELS. NOTION CNORO SMALL RAVE A PIOPEILY ATTACHED RIGID CEILING. •1MPORTAYT1• FORNISI A COPY OF THIS DESIGM TO TOE INSTALLATION CONTRACTOR. ALPINE EMGiI[[ltD PRODUCTS. INC. SHALL NOT BE RESPONSIBLE 101 All 0E11ATIOR FROM 1115 O[SIGN; ANY FAILURE TO SLACINRMOfTTRUSlLfIN COTHIS DESIGN COlFORMSOVIV AAPPLITCABLE PROVISIONS SHIPPING, F IFOILCE WITH IFI; 86 AND Of IDS(NATIONALOfS1G1 S/EC1f1411101 IYBllfl[D fl THE AMERICAN FOREST AND PIPER ASSOCIATIOA) AND 771. ALPIIE COMMECTORS Alf MADE of 10" ASTM A653 0140 OALI. STEEL. EIC[PT AS NOTED. APPLY COItECTOIS TO EACH TALE Of TRNSS. AID UNLESS 011EAYISE LOtATED W THIS OEfIGI. POSITION TANNEtTOIS P[R VEfPONf 11It ITR SOt[lTTHE IORSiNE IlYSSAL 01 1 COMPONENT DESIGN SNOYN- TTHE SUITABILITY AND USE IOFFTHIS CO jUIT1Fa0uYECµTICULAR BUILDING IS THE RF SPOIf IN I►ITR Of TB[ BUILDING DESIGNER. ►[4 lid Exp, B20 -Yum Sep 02 1999 TIL+ +B-0-0 JUTTE OOUWy DfPARTMEt, A PPR®VE r CA - 1 - - - F Scale —.375' Ft. TC LL 16.0 PSF REF R427--62429 TC OL 10.0 PSF DATE 09/02/99 BC DL 7.0 PSF DRW CAUSR427 99245034 BC LL 0.0 PSF CA -ENG JO/GWH TOT.LD. 33.0 PSF SEAN - 22196 DUR.FAC. 1.25 FROM KD SPACING 24.0' (MAYER-STEVE SICKI / MAYER Lr -,TOP CHORD 2x4 DF -L #1 ZZIOT CHORD 2x4 OF -L #1 NEBS.2x4 DF -L Standard r�THIS ONG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. r �nul iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. X10 PSF BC LIVE LOAD PER UBC. m ca W4X4 a ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC a BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4- .8-0-0 L -12 -0 -oaf y Lcz-o-o>f _I �® � 12-0-0 1 12-0-0 • 24-0-0 Over 2 Supports �� 9ii1 R-904 M-3.5' RO ,Er R-904 N-3.5' Scale-.25`/Ft. REF 8427--62430 DATE 09/02/99 DRW CAUSR427 99245028 CA -ENG JD/GWH SEON - 22198 FROM KD CA - 1 - - - F Desi n Criteria: TPI STD PLT TYP. Wave TPI -95 R TRUSSES REQUIRE (STREW( CARE 11 /ABRICATI01. HANDLING. SRIPI(N1, IM STAIIIYB AND PI ATE - R� ftp W, TC LL 16.0 PSF ••YARNING" IIACI►G. REFIN TO RIM•91 (HANDLING INSTALLING AND BRACING). PUOtISRED BY TPI (tAYff D'OAOFRIO DR.. SUIT[ t00. MWISOM. YI 63719), TOM SA►ETV PRACTICES ►%IDR TO T C DL 10.0 PSF LAST I7Ui(. SO) P(AFORM116 THESE INACTIONS. UNLESS OTAERYISC 11DIGTEO. TOP 'NO" SMAII YAYE PROPERLY AITACtlED SMALL HAVE A PROPERLY ATIACItO AIGID CEILING. B C D L 7.0 P S SttUCTURAI PANELS, MOTION CHORD IMPORTANT— ►WNIfN A COPY Of TRIS DESIGN TO THE INSIAttATIDA CONTRACTON. ALPINE ENGINEERED ARD TO SMALL NOT BE RESPONSIBLE FOR ANY OfN1AT101 FR011 THIS OES16Ii ART A BC LL 0.0 P S F PRODUCTS. IAC. HIPPING, 11 STALLLINGE LING BUILD THE TRUSSES 10 C01LF@uANCt MITI TPIt OR FABRICATING. NABOLIM4. S APPLICABLE PIOVISIONS Of IDS (NATIOIAI DESIGN !rp D.A0.2002 MAACIA6 Of TRUSSES. THIS DESIGN CONFORMS WITH ALPINE flECif[CAT101 IUNLISN[0 0Y lH[ ►tl[R,CAN FORESI ANO PAPER ►SSOCTA710N) AND TPI. AIfIA( ROT[D. A►IlY CONNECTORS TO t Sep 02 1999 * TQT.LD. 33.0 PSF G0RIECTOtf ARE MAGE OF t06A ASTR ANS) 6440 GALI. STEEL. EXCEPT AS EACH FACE Of TRUSS. ARO UALESS OTIERVISE LOCATED OA THIS DESIGN. POSIT LOA CONA[CTORf PER INDICATES ACCEPTANCE OF PROFESSIONAL (NGIREENING �•q� CML D UR .FAC . 1.25 ORAYIRGS 160 A•I. THA SEAL or THIS OIAYIfO Alp�Ettgiooaed MEffORSIMIIITi SOLELY Vol TYf TRUSS COIVON[IT OEf161 StlOYN. THE SUI TAIIIiTT AND USE Of TILS 6.w.""' ftAiCt/. IW. COMPONENT FDA ANY I ATICULLL But Lot4G If III RESPONSIBILITY Of 70E MU1LD116 DESIGNER. PCA SRaatrsl0.CA9S838 ANSItT►E 1•lff6 SECTION E. �4�A%L SPACING 24.0 Scale-.25`/Ft. REF 8427--62430 DATE 09/02/99 DRW CAUSR427 99245028 CA -ENG JD/GWH SEON - 22198 FROM KD (MAYER-STEVE SICKI / MAYER . T16 CARR) �-OP CHORD 2X4 OF -L #16Bet. OT CHORD 2x6 DF -L #2 Li WEBS 20 DF -L Standard -'Lt Wedge 2x4 OF -L Standard::Rt Wedge 20 OF -L Standard: {.KATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 'HIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) cooIHERE SHOWN. co IDDITIONAL LOADS ---(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 104 PLF at 0.00 to 104 PLF at 24.00 BC - From 28 PLF at 0.00 to 28 PLF at 24.00 TC - 1100 LB Conc. Load at 12.00 W3X4 as W1.5X4 @ cn 6I E~ U A W6X6(CB) 0 x w A wW3X4 B W6X6 = z HS2512(C8) o x w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 6 BC Q 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/380.00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. 100 W5X6 - 1 W3X4 8 7 W1.5X4 4� 1 6 W6X6(C8) AN! W5X8 a W3X4 n ' HS2512(C8) "3 L -*2-0-0a( 1,2. o -oat ,p`Q 12-0-0 ( 12-0-0 —i 4_ .d. :i rn C7n CT N CX.: w N/] +-0-0 61NATE y �Ldt DSNAG P Tm 24-0-0 Over 2 Supports APPROVED R-3038 M-3.5" R-3038 W-3.5" PLT TYP. High Stren th Wave TPI 95 R Desi n Criteria: TPILS- PLT S - TRUSSES REQUIRE EITREHE CME 1/ fAIAICATION, HANDLING. SHIP/110, INSTALLING AID SXACING. REFER TO HIS .91 (HANDLING INSTALLING AND IRACING). PUBLISHED 0Y TPI (TRUSS PLATE FIST ITYTE. $q D'ONOiRlO DR.. SUITE E00. MADISON. VI 63119). FOA SAFETY PRACTICES PRIOR TO PER FOAMING Ttl[SE FUNCTIONS. UNLESS OTMERYISE INDICATED. TOP CNOAO SMALL HAVE PIOf[RlY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL BAYS A PROP[RLV ATTACKED RIGID CIILIAG. IMPORTANT"' FINNISH A COPY OF THIS DESIGN TO IN[ INSTALLATION CONTRACToI. ALPINE ERGINE[AEI PRODUCTS. INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 11 ILD TBE TIOSSEi IR CONfORMANC[ YITM TPI; OR FABRICATING. NA6DLI MG, SY VPIAG, INSTALLING AN ALPINE 14ACIRG Of TRUSSES. THIS DESIGN CONFORM YITM APPLICABLE PROY7S[OYS OF NDS AT IOAAI O[SlG SP ECT/ICATIOM PtlBLISYED GT THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONR[CTOAS ARE WADE OF LOCA ASTM A6SS GA40 GALV. S AII TEL. (SCE►T AS NOTED. APPLY CONNECTORS TO E►CR FACE OF TRUSS. AND UR LESS OTYEISE LOC ON THIS DESIGN, POSITIOA CONIECTORS PER BRAYING& 160 A•E. let SEAL DN THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER'" RESPONSIBILITY SOLEtT FDA IME TRUSS COMPONENT DESIGN INCAS. TYE SUITABILITY AND USE Of THIS ftifte EftgiO0=d � 9 • COMPONENT I'OA All PARTICULAR BUILDING IS TIE RESPONSIBILITY OF 719 BUILDING DESIGNER. PER lJSI/TPI 1.1993 SECT101 E. Scale—.25"/Ft. REF R427--62431 DATE 09/02/99 DRW CAUSR427 99245029 CA -ENG JD/GWH SEON - 22204 FROM KO CA - 1 - - F W. TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF 06 BC LL 0.0 PSF 02 1999 t TOT.LD. 33.0 PSF N11- DUR.FAC. 1.25 C SPACING 24.0" Scale—.25"/Ft. REF R427--62431 DATE 09/02/99 DRW CAUSR427 99245029 CA -ENG JD/GWH SEON - 22204 FROM KO 14YER-sicki, steve / ma3 Job - tI7 24' Carr 12'9 gird THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. j WSX4 i• i V.5 I w2.5X4 YID 03 I .6 r • Q ' D4 i CA.. C] w 011.5X4 0 W3X8� )14X6s M1 e 113X14(83) 3 z Ey] W3X10(81) - Y'- ) 10-4-0 1 13-8-0 �1 J Q ' 24-0-0 Over 2 Supporta 8-3178 N-3.5' Rh -2419/-2418 8-2646 W-3.5' PLT TYP. !lave TPI -95 R Desi Criterla: TPI Si IRC ' nOssEt AEOOINE E171M CARE 11 EAOttAT16R. RAWLINS. SNI(►t1i. INSTALLING AAO O "ACING. REELS To 115.11 LSYDLIK INSTALLIM AND 1RAC100. MUSKS 1► T/t. (TANSS PLATE C=> INSTITUTE. 503 S'010►RIO OR.. SUITE 100. RAOISOS. YI 53110. FOR SAFETY nACTICES MISR TO C=)- ICBFOS11NC THESE 19=11WN 9KEa OTICVA Q9 IIOEC►Ttt. TOP CRN SNAIL 11411 OWUMT AITACM CSA STIKTOSAL PANELS. DOT1700 C=9 SNAIL IANI A PROPERLY ATTACKD READ CEILING. -IWORTAN"' !0111311 A CA" Or TITS DESIGN TO In IRSTALIITIGN CONTRACtU: WIDE ERt1EIXID C -i ►1AWCTS. INC. SHALL NOT a fUS►Ot6YLE EOR AST OIYIATtON IRA T1t1 DESIGN: ANY ELME TO ALPINE HE *WILD TRE 1113313 n COOONYOR NITA Tri: 03 EAONSCATFM- 94=110. SNit'►tOS, IDSTAILIBS AO x NRACtNS Or 7193SES. TIts OISIGN CWMM NITS A►rLICAOLE MWISMS NS WS OU1101AL OCSINa y S►1Ciri4TTOt watisno N Eve AtnINN IONr1I AND MKS ammum u0 Tri. AL►INC C4,KCEOR3 ASE WE M VU ASTM NS3 a" ULI. STEEL. EXCEPT AS 10M. AMLT CO NCTOts TO LAOS ►ACI OF At1S. AO "LESS On11101E 0=6 ON OEs OVISM. ►until 0MACIONS K1 asmuss too A_I. M SEAL_OR TIU.1141ni I10IEAUS AD[LTYCt NS P40FES "AL 11615E}INS A4�7��Q,.p��.�-.+ SLS►ON3tSELlrT SOLELY FOR TSI TI<OOS CINSPOLSI OLSIt, SOM- TCC INSTABILITY AM KZ OF TIES 0m 9 8 �' COSOUEST EON ANT ►AIITICKM 1SA11NG IS TIE NESPOSS611LTLT Or TOC BUILDING WSKAU. FIR USSI'1►l 1 -IPS SCCT10A L. -T r1 +a-0-0 CA - 1 = - F Scale -.25"/Ft. TC LL 16.0 PSF REF R427`.--52707 TOT.LD. 33.0 PSF I SEQN - 13399 TC DL 10.0 PSF DATE 04/03/00 BC DL 7.0 PSF DRN CAUSR427 00094005 >o BC LL 0.0 PSF CA -ENG AEB/COiC * D(Ui.FAC.. 1-25 _ .FROM KD. . SPACING 24.0' TOP CHORD 2z4 DF -L #1 Z Complete Trusses Required BOT CHORD 20 OF -L #1 ` C WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER RDS -97 TABLE 7.3.3. an DDITIONAL LOADS- A MAILING SCHEDULE: (0.131z3.0_9_nalls) �----------------- -- ---;--=---------------------- TOP CHORD: I ROW ® 10' D.C. - From 52 PLF at OLOO:to 52 PLF at 24.00 BOT CHORD: l ROW @ 12' D.C. �TC 8C - From 37 PLF at 0:.00 to D PLF at 6.50 WEBS : I RON @ 4' D.C. : 0 C - From 39 PLF at 6450 to 0 PLF at 24.00 USE EQUAL SPACING BETWEEN ROILS AND STAGGER NAILS C- C - 2184 LB Conc. Load at 10.31. IN EACH ROW TO AVOID SPLITTING. N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: THE FHIXIMUN HORIZONTAL REACTION IS 2418.60# *� TO BRACE TC @ 24.00. OC. BC 0 72.00' OC. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TRUSS TRANSFERS 93.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. 10 PSF 9C LIVE LOAD PER UBC. j WSX4 i• i V.5 I w2.5X4 YID 03 I .6 r • Q ' D4 i CA.. C] w 011.5X4 0 W3X8� )14X6s M1 e 113X14(83) 3 z Ey] W3X10(81) - Y'- ) 10-4-0 1 13-8-0 �1 J Q ' 24-0-0 Over 2 Supporta 8-3178 N-3.5' Rh -2419/-2418 8-2646 W-3.5' PLT TYP. !lave TPI -95 R Desi Criterla: TPI Si IRC ' nOssEt AEOOINE E171M CARE 11 EAOttAT16R. RAWLINS. SNI(►t1i. INSTALLING AAO O "ACING. REELS To 115.11 LSYDLIK INSTALLIM AND 1RAC100. MUSKS 1► T/t. (TANSS PLATE C=> INSTITUTE. 503 S'010►RIO OR.. SUITE 100. RAOISOS. YI 53110. FOR SAFETY nACTICES MISR TO C=)- ICBFOS11NC THESE 19=11WN 9KEa OTICVA Q9 IIOEC►Ttt. TOP CRN SNAIL 11411 OWUMT AITACM CSA STIKTOSAL PANELS. DOT1700 C=9 SNAIL IANI A PROPERLY ATTACKD READ CEILING. -IWORTAN"' !0111311 A CA" Or TITS DESIGN TO In IRSTALIITIGN CONTRACtU: WIDE ERt1EIXID C -i ►1AWCTS. INC. SHALL NOT a fUS►Ot6YLE EOR AST OIYIATtON IRA T1t1 DESIGN: ANY ELME TO ALPINE HE *WILD TRE 1113313 n COOONYOR NITA Tri: 03 EAONSCATFM- 94=110. SNit'►tOS, IDSTAILIBS AO x NRACtNS Or 7193SES. TIts OISIGN CWMM NITS A►rLICAOLE MWISMS NS WS OU1101AL OCSINa y S►1Ciri4TTOt watisno N Eve AtnINN IONr1I AND MKS ammum u0 Tri. AL►INC C4,KCEOR3 ASE WE M VU ASTM NS3 a" ULI. STEEL. EXCEPT AS 10M. AMLT CO NCTOts TO LAOS ►ACI OF At1S. AO "LESS On11101E 0=6 ON OEs OVISM. ►until 0MACIONS K1 asmuss too A_I. M SEAL_OR TIU.1141ni I10IEAUS AD[LTYCt NS P40FES "AL 11615E}INS A4�7��Q,.p��.�-.+ SLS►ON3tSELlrT SOLELY FOR TSI TI<OOS CINSPOLSI OLSIt, SOM- TCC INSTABILITY AM KZ OF TIES 0m 9 8 �' COSOUEST EON ANT ►AIITICKM 1SA11NG IS TIE NESPOSS611LTLT Or TOC BUILDING WSKAU. FIR USSI'1►l 1 -IPS SCCT10A L. -T r1 +a-0-0 CA - 1 = - F Scale -.25"/Ft. TC LL 16.0 PSF REF R427`.--52707 TOT.LD. 33.0 PSF I SEQN - 13399 TC DL 10.0 PSF DATE 04/03/00 BC DL 7.0 PSF DRN CAUSR427 00094005 >o BC LL 0.0 PSF CA -ENG AEB/COiC * D(Ui.FAC.. 1-25 _ .FROM KD. . SPACING 24.0' CERtIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Mayer Residence Date..08/04/99 10:56:13 -Project Address-.- Sunview Road ---- ******* Butte County *v5.00* 00 - Q."? Documentation Author... Marty Runnells ******* Bui i Per it it Energy Calculation Services S' • Op 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 .Compliance Method. :,..i...- MICROPAS5 v5-.00 for • 1999. Standards by ,Enercomp, .- Inc . MICROPAS5 v5.00 File -992145 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation-Servic Run -2837 SF.Res.- Submittal 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....... 2147 sf Single Family Detached - New Front Facing 270 deg (W) 1 2 Raised Floor 24.1 % of floor area 0.52 Btu/hr-sf-F 0.65 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type .Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT FRONT RIGHT FRONT LEFT, KNEE WALL LEFT, BACK BACK RIGHT, RIGHT Wall Wood R-13 R-0 R-13 0.081 TO GARAGE Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC VAULTED TRUSS Floor n/a -R-19 R-n/a R-19 0.037 RAISED FLOOR FloorExt n/a R-19 R-n/a R-19 0.049 ABOVE PATIO FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right (SW) 10.0 0.520 0.650 Standard Standard None Window Front (W) 30.0 0.520 0.650 Standard Standard None Window Front (W) 12.0 0.510 0.670 Standard Standard- None Window Front (NW) 12.5 0.520 0.650 Standard Standard Yes Window Front (W) 4.7 0.510 0.670 Standard Standard Yes Door Front (W) 21.0 0.550 0.650 Standard Standard Yes Window Front (W) 4.7 0.510 0.670 Standard Standard Yes Window Front (W) 30.0 0.520 0.650 Standard Standa Yes Window Front (W) 16.0 0.520 0.650 Standard StanktkE COUNTas Door Front (W) 33.4 0.550 0.650 Standard Standard None -14JU NNG DEPAMVEW APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.. .... The Mayer Residence __y_Dae..08/04/99 10:56:13 MICROPAS5 v5.00 File -992145 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal FENESTRATION Over:-. Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Left (N) 12.0 0.520 0.650 Standard Standard Yes Window Left (N) 18.0 0.520 0.650 Standard Standard None Window Left (N) 18.0 0.520 0.650"Standard Standard None' Window Left (N) 18.0 0.520 0.650 Standard Standard Yes Window Left (N) 24.0 0.520 0.650 Standard Standard None Door Back (E) 20.0 0.550. 0.650 Standard Standard- - Yes Window Back (E) 30.0 0.510 0.670 Standard Standard None Window Back (E) 18.0 0.520 0.650 Standard Standard Yes Window Back (E) 36.0 0.510 0.670 Standard Standard Yes Window Back (E) 18.0 0.520 0.650 Standard Standard Yes Door Back (E) 40.0 0.550 0.650 Standard Standard Yes Window Back (SE) 10.0 0.520 0.650 Standard Standard None Window Back (E) 6.0 0.520 0.650 Standard Standard Yes Window Back (E) 24.0 0.520 0.650 Standard Standard Yes Window Right (S) 15.0 0.510 0.670 Standard Standard None Window Right (S) 16.0 0.520 0.650 Standard Standard None Window Right (S) 6.0 0.520 0.650 Standard Standard Yes Window Right (S) 15.0 0.520 0.650 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA "Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback AirCond 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS - Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal)- R=value Storage Gas Standard 1 .60 50 R- n/a REMARKS • dullE COUNT 1 ®E,PARWEN APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project: Title.....:.......... -.....The. Mayer. Residence....__ .; : Date....08/04/.99 10..:.56.:1.3, MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal COMPLIANCE STATEMENT This..certif,icate. ,of...compliance lists the building features and performance -- specifications specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Chico, CA 95926 Phone... (916) 894-5719 License. -- Signed.. a E FORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. 4 fle VIN ate AkprPiOVE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R .Project... Title..... ..._-The. Mayer.,Residence, Date .,...08/04/.99. 10.:56:13 Pro'ect Address Sunview ' R d ******* ........ oa Butte County *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-8.94-3422 Fie C ec Date Climate Zone........... 1.1 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2837 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 requir€menfs 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(i) Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. _ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances _ and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. rr.V DEPAPam�'�f . PPR®VED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Proj.ect Title.. ......,.. The Mayer Residence .• Date.. 08/04/9.9, 10:56.:131 MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2837 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(i) Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation _ 1. Storage gas water heaters rated with an Energy Factor of = less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 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. NR 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . r _ i' PPR�� • ��j ja��f9'J_ O! MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R . Proi ect. Title..-.,..-. 1.`."_. ..The. Maver Residence- .Date-... 08 /•04 /•9'9_ 10 :.5.6.:.13.., MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM MF -1R.. User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)1: -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. v 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. dui rEAPPR Ov . COMPUTER METHOD SUMMARY Page 1 C -2R ..-.Project :Title,....... ._ .._...The Mayer.. Residence.... _ Dat.e...,. 08/04/99 10:56:.13,. Pro'ect Address Su ienv' R d ******* ........ w oa Butte County *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Fie C ec Date --.Climate,, Zone ........... 11 .. - .. Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf=yr) Design Design Margin Space Heating.......... 19.66 18.96 0.70 Space Cooling.......... 17.18 19.06 -1.88 Water Heating.......... 12.47 10.93 1.54 Total 49.31 48.95 0.36 *** 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..... 2147 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 27363 cf 0 sf 24.1 % of floor area 0.52 Btu/hr-sf-F 0.65 12.7 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Zone Type (sf) (cf) Units itioned HOUSE Residence Vent Vent Air Thermostat Height Area Leakage Type (ft) (sfT Credit 2147 27363 1.00 Yes Setback 8.0-IStandard No a t CoupI COMPUTER METHOD SUMMARY Page 2 C -2R .Project Title.... .-.,.,..The Mayes-. Residence_,...,_ Date... 08/04/99 10:56:13._. MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Area. Program -FORM C -2R , User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal OPAQUE SURFACES _. Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Door 7 Window 8 Window, 9 Window 10 Door 11 Window 12 Window 13 Window 14 Window 15 Window 16 Door 17 Window 18 Window 19 Window 20 Window 21 Door 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Right (SW) Area. .,.U- Insul Act..._ ,Solar -Form.3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 0.670 270 90 Front (NW) 12.5 0.520 0.650 1 Wall 414 0.065 19 270 90 Yes None PLAN FRONT 2 Wall 49 0.065 19 225 90 Yes None FRONT -RIGHT 3 Wall 19 0.065 19 315 5'0, -Yes None FRONT LEFT 4 Wall 72 0.081 13 270 90 No WALL.RI3.GAR TO GARAGE 5 Wall 99 0.081 13 225 90 No WALL.RI3.GAR TO GARAGE 6 Door 18 0.330 0 270 90 No None TO GARAGE 7 Wall 137 0.065 19 270 90 Yes None KNEE WALL 8 Wall 740 0.065 19 0 90 Yes None LEFT 9 Wall 509 0.065 19 90 90 Yes None BACK 10 Wall 45 0.065 19 135 90 Yes None BACK RIGHT 11 Wall 598 0.065 19 180 90 Yes None RIGHT 12 Wall 14 0.081 13 180 90 No WALL.RI3.GAR TO GARAGE 13 Roof 1568 0.025 38 n/a 0 Yes None TO ATTIC 14 Roof 555 0.025 38 270 19 Yes None VAULTED TRUSS 15 Floor 2033 0.037 19 n/a 0 No None RAISED FLOOR 16 FloorExt 60 0.049 19 n/a 0 Yes None ABOVE PATIO Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Door 7 Window 8 Window, 9 Window 10 Door 11 Window 12 Window 13 Window 14 Window 15 Window 16 Door 17 Window 18 Window 19 Window 20 Window 21 Door 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Right (SW) 10.0 0.520 0.650 225 90 Front (W) 30.0 0.520 0.650 270 90 Front (W) 12.0 0.510 0.670 270 90 Front (NW) 12.5 0.520 0.650 315 90 Front (W) 4.7 0.510 0.670 270 90 Front (W) 21.0 0.550 0.650 270 90 Front (W) - 4.7 0.510 0.670 270 90 Front (W) 30.0 0.520 0.650 270 90 Front (W) 16.0 0.520 0.650 270 90 Front (W) 33.4 0.550 0.650 270 90 Left (N) 12.0 0.520 0.650 0 90 Left (N) 18.0 0.520 0.650 0 90 Left (N) 18.0 0.5200.650 0 90 Left .(N) 18.0 0.520 0.650 0 90 Left (N) 24.0 0.520 0.650 0 90 Back (E) 20.0 0.550 0.650 90 90 Back (E) 30.0 0.510 0.670 90 90 Back (E) 0.520 0.650 90 90 Back (E) _18.0 36.0 0.510 0.670 90 90 Back (E) 18.0 0.520 0.650 90 90 Back (E) 40.0 0.550 0.650 90 90 Back (SE) 10.0 0.520 0.650 135 90 Back (E) 6.0 0.520 0.650 90 90 Back (E) 24.0 0.520 0.650 90 90 Right (S) 15.0 0.510 0.670 180 90 Right (S) ' 16.0 0.520 0.650 180 90 Right (S) 6.0 0.520 0.650 180 90 Standa.rd/0.76, Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0':68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0. 6 t t andard/0.68 Standard/0. $id .t,5tandard.68 tanda Standard/'drcl/� : 668 Standard/0.7,6 Stand�d 'gi �4' COMPUTER METHOD SUMMARY Page 3 C -2R Project Ti.tle_._.,....... _..... ,The Mayer Residence _ ,.,._,.. Date..,08/.04/99. 1 10:56:13 MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM C -2R. User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal FENESTRATION SURFACES - ..... .z .:. Area U- Act Exterior.•Shade.Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 28 Window Surface HOUSE Right (S) 15.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right,Fin- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght ERR Dpth Hght 4 Window 12.5 n/a 5 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.7 n/a 7 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 21.0 n/a 7 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.7 n/a 7 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 30.0 n/a 6 5 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 n/a 2 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 18.0 3 6 5 .33 .5 8.5 n/a n/a n/a 8.5 5 .33 16 Door 20.0 3 6.67 12 1 1 1 1 12 1 n/a n/a n/a 18 Window 18.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 36.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 18.0 n/a 6 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 40.0 n/a 6.67 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 6.0 n/a 3 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 24.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a ri/a n/a 27 Window 6.0 2 3 11 1 4 2 n/a n/a n/a 2 11 1 28 Window 15.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Effrciency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.767 AirCond 12.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy 'Size Insulation Tank Type Heater Type Distribution Type System Factor ;gal) R -value 1 Storage Gas Standard 1 .60 50 R- n/a REMARKS A y D COMPUTER METHOD SUMMARY Page 4 C -2R h,,,,Projec,t ,Title .....................Thp._Mayer Residence. MICROPAS5 v5.00 File -99214S Wth-CTZ11S92 Program -FORM C -2R . User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal UV CONSTRUCTION ASSEMBLY Page 1 3R ,_.Project Tit.R.-.,The_.Mayer.Residence _ Dat.e....08/04/.9.9.10.:.56.:13. 0.625 in gypsum or plaster board MICROPAS5 v5.00 File -992145 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal Parallel Path Method Reference Name . WALL.Rl3.GAR Description .... Wall R-13 To Garage 16oc Type ........... Wall R -Value--•: ....... 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 = Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name T)P--rri rpt- i nn O. FILM.IN.WLL Inside air film: heat sideways 1. GYP.0.63 0.625 in gypsum or plaster board 2c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 2f. FIR.2X4 2x4 fir 3. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity P -17_11 11a 0.68 0.56 13.00 0.45 n tiR 1D..3/ Total Frame R -Value U -Value: (1 / 15.37 x 0.85) + (1 / 5.83 x 0.15) = 0.081 Btu/hr-sf-F Total R -Value: 1 / 0.081 = 12.34 hr-sf-F/Btu �YV 0.68 0.56 3.46 0.45 0.68 HVAC SIZING Page 1 HVAC ,Project. ..„.•. _The Mayer Residence -. Date..08/04/99 10:56:13 r pec ress........ LAI view oa Butte County *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Fie -Check/-Date Climate Zone........... 11- - . . Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -992145 Wth-CTZ11S92 Program -HVAC SIZING. User#-MP1333 User -Energy Calculation Servic Run -2837 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. 2147 sf - Volume..:.-,:---- 27363 cf Front Orientation........... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA .Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 46809 41028 Latent Load ...................... n/a 8206 Minimum Total Load 46809 49234 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Akpppav e%VEPi Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13558 6304 Glazing Conduction ............... 11693 6526 Glazing Solar .................... n/a 16458 Infiltration ..................... 17303 5686 Internal Gain .................... n/a 2325 Ducts ............................ 4255 3730 Sensible Load .................... 46809 41028 Latent Load ...................... n/a 8206 Minimum Total Load 46809 49234 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Akpppav e%VEPi LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs I _. WALLS P =.62 * 1.3 * 14.5 * 1.0 =.01 17 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 ft. P =.76 * 1.3 * 14.5 * 1,0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 *.1.0 = .010 ksf @ 20 ft. P=.72*1.0*1.4.5*1.0=.011 ksf.@25 ft. 1.4.5 * 1.0 = :O 1..1.. ks# @ 30 f} _....................... ROOFS-9:12 TO 12:12 P=.62*I.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) @' plaster and gyp. bd. shear walls R 4.5 w Grdvity 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 f..r.�-. —T-�#= SIF ^ � • ... _ :. _ - _ _ _ ._ _.. _� _ _ _ � _ . _ ._— . \ j ^ • I ' e - •/� T . S133HS OOL btil'LL S133HS 00t L4 L'LS S133HS 05 LVL-ZZ L i 1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � n , O w ND . . N \' 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � 4nLn0 W N~I W W W W xxx N -A N 000 v1 O O r rV re4r rc4cr f ll. o'00 ZYr.O )C2y�-, 5-,0/ jI cv /,u7 f•- Ok 22-141 50 SHEETS AM aao 22-142 100 SHEETS - 22-144 200 SHEETS . v' CA a w r � vJ a �\ r- . v' a w a �� W wIf- LU W W xxx V1 W0 OOO In OO �r N N N fNrr Aw Jr -1749 i 49 /5 7�j lel/ Aw Jr -1749 i 49 0 22-131 30 SHEETS 22-141 100 SHEETS 22-144 200 SHEETS 1 S p .D N r 4 n 22-141 50 SHEETS 0 22-142 100 SHEETS,- 22-144 200 SHEETS EC N v v� \J� 1 Vj� 1 ��N4 , in w of W W W www xxx ,A tA W Qoa �N _eaa tvC;r C NC4 10 0 Lv�. co 73 5 pet. C, A- r !- _ 0, 1 113 " z S I 0- G e7 , 5 f z� <<C" ' t 1Z /)! i 22-1 i7 . 50 SHEET5 22-142 100 SHEETS - 22-144 200 SHEETS °-N Rs cA .77 NA n� 1v • 0 e7 W W W i W W Wcoo ' • , 1 J revs C4 NCI A-3 _ .. � 2 � o: G . � • Gam' i ��- - , .^, • 1 W W W W 161 W xxx N N NI cooin ^C. C4 a aaa rrr CI M CI t go I w64 f Z��ZI�� f �z �� 1 P�f2 3 ; z o 3 x rte!/`t 2yr, v4y 43ale. l - C, -/o . r 1 r• t, I- _ r 1 ' • t �a . /� _ C • � �-, .1.. S' , �.� _ , . � � . � ,�y`�i it-�?`'� � �--!�.?--- ..+. Ol mi LU xxx t h o o . __. ! � fir% '. .. ��' ..1... i -± ;,-• � ' r .,, .i .. . _ .. � r. _ '+---- .....E-•_ ' �.1. t t ! t I� ! ' I t r 1- � I •- -i i r Al � � {''//) Imo: ,� l �p `C - ��!• � � r � ��T i 7�" � i `�•�� ,� % , W W W ___ ul Vf'A coo � ; � p .__ i ._.... , Baa N H 'A 04C4r oLc P v' 6-7- -7 AN,'° l/ iia/ Jam( t7 Coe • `•O �IV � 1. ` I 'meq// l'� ... , - t .�..i ., .. , t O22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS r ' 22-141 50 SHEETS 22-142 100 SHEETS O 22-144 200 SHEETS ,,04 • AND WHEN RECORDED MAIL TO: f BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 �Q - 62`f� • IIIIIIIIIIIIIIIIIIIIIIIillllllllll Recorded Official Records CoBnt yEf CANDACEUUTTJ. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:46PM 05 -May -2000 REC FEE 13.00 CONFORM .00 CONFORM .00 Cindy Page i of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT " r� FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 5 - 5 - 20oo State of California County of On 5 — 5 --2-000 before me, ne--N personally appeared ', nto. , personally (mown to we (or proved to me on the basis of satisfactory evi ce) to be he person(s)whose names is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A. P. # o t-+ , -- to 3o — 00 3 L. NRMOLE C0MMO1158Y g NOTARYPUBUC��OANIA COUMy OF BU1Tl: y MY comm. EZ086 Oct14,2001 b DESCRIPTION THE LAND REFERRED TO -IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP, WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE LOT Al INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE; STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL III• AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO, ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS'FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18; SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET;* THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG, 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST CONTINUED r`1 DESCRIPTION - CONTINUED PARCEL III - CONTINUED HAVING A RADIUS OF 270.00 FEET; THENCE:ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. X21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF•.19 DEG. 43' 17" AN ARC DISTANCE OF .148.01 FEET TO THE WEST LINE OF SAID SECTION 19 THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND -ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED -PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19"EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, -'201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. 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