Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
079-300-051
4 00-1200 :. PALMER, MIKE AND TERRI ROBERT & BEVERLY HESELTON TUCKER AVE., ORO APP. FOR DETERMINATION CONTR: WENDELL•CONST. NEW SINGLE FAMILYF/M L Xyllol AP: Ja6== �-4 -------------- PALMER, MICHAEL -'— hic A'. P., # . 11,2 TUCKER AVE. ORO ILLE CONT: BLUE HAVEN POOLS CERTIFICATE. OF. COMPLIANCE: NEW POOL PALME 01-1387 1 _ HA:EL 11.12 TUCKER A ROVILLL; 9-1=92 CONT: PHIL WENDE:LL STS CERTIFICATE OF COMPLIANCE OPEN DECK° •a) ROBERT & BEVERLY HESSELTON 6 s, rru - of �p 11 • !; a fie✓\1" .h �'_ q 14 ^ 6 s, Y c A=N� CM 1 NOTES -RESIDENTIAL U U42 PALMER, MICHAEL 112 TUCKER AVE. OROVILLE CONT: BLUE HAVEN POOLS NEW POOL i �1 i= II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER IP t JOB FINALI j, Signatu CHECKED BY ,/ = 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./ PLPG 7. Well Clearance & Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date_FINAL (Plans) OK except #'s Setbacks -Easements oils; Compaction -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining - %�-=lest-ReceprUcles and Lighting, Distance-GFI &.-Elec., Peef+ftMing; 15 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3 ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. r Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit Hpalth Department Approval _ 1 Iumb.; Cir. Test -Water Supply Test . . _ Light Niche Date d B-1 Date. Card B-1 Date Card B-1 Date '-Card B-1 , I 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Card 6-1 Date Card B-1 Date 6.- Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 2. Footings; Size -Spacing -Marriage Line 11. 3. Gas; MH Test -Demand -Valve -Connector Braced'Wall Panels 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 Can. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date_FINAL (Plans) OK except #'s Setbacks -Easements oils; Compaction -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining - %�-=lest-ReceprUcles and Lighting, Distance-GFI &.-Elec., Peef+ftMing; 15 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3 ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. r Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit Hpalth Department Approval _ 1 Iumb.; Cir. Test -Water Supply Test . . _ Light Niche Date d B-1 Date. Card B-1 Date Card B-1 Date '-Card B-1 , I MISCELLANEOUS -, Date DECKS, COVERS, CARPORTS GARAGES`(Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.- Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.. Roof; Shthg-Roofing 11. Ext.; Steps -,Doors -Landings f2. 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 Setbacks -Easements oils; Compaction -Structure Stability of Structure; Steel -Connections -Thickness Dead Men -Lining - %�-=lest-ReceprUcles and Lighting, Distance-GFI &.-Elec., Peef+ftMing; 15 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3 ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. r Boxes- Enclosures -Pane lboards-Ins. to Main in Conduit Hpalth Department Approval _ 1 Iumb.; Cir. Test -Water Supply Test . . _ Light Niche Date d B-1 Date. Card B-1 Date Card B-1 Date '-Card B-1 , I ✓=OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils- Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 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 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 83. Stucco Brown -Finish Date 84. Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps'Anchors-Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: aim COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (536) 891-2751 7 County Center Drive Oroville, CA (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. Aroutine inspection indicates that the following violations mbutte county Ordinances exist at thge above uuumos and xxvum be oo,womu. p`oauo notice this office when correction of work is completed. If you have any questions pertaining m this matter, or need additional explanation, please contact this office immediately. ' ` ' — ' 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* "` r)-q�tj ASSESSOR PARCEL NUMBER 036-050-164 ZONING BUILDING PERMIT OWNER ael Palmer TELEPHONE 534-5348 SQ. FT. OCC. BUILDING VALUATION EST 24,600.00 .OWNERS MAILING ADDRESS 12 TUCKER AVE, OROVILLE, CA CONTRACTOR'S NAME BLUE TELEPHONE - lo CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 24 600.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 112 TUCKER AVE. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 295. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 4X Duplex ❑ Mobilehome ❑ Other NEW POOL SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK S New Addition ❑ Remodel ❑ Utilities 13 Installation ❑ Other �/ Describe Work: NPOOL MP 503-97 ' EW Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( .A OR IES: 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST WEE200A . owEwNG oCCUcuP. 3.5aso. OR ( & ACC.BUSS. FT. -ON,0. 97.50 NON Rc POWER APPARATUS S SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL Q I. 0 Ex. Occup. o.s R�,D°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEC PERMIT FEE S 50.0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I 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 qU' Policy Number _C� I Z (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 Calffoyiia, and agree that if I should become subject to the workers' compensation ffovviisions of section 3700 of the Labor ode, I shall forthwit omp wit a pr • visionThis X 1pe O Signature of Applicant - 0 Owner ❑ ContractorAgent An OSHA permit is required for excavations over 5'0" d anddemolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee Is Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 380.00 HAZ. D. FEES IMP FLO CDF PARC D IS UE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat abo r hich fees have been paid. B Date PERMIT EXPIRES ON I FP g z ate 380.00 /4 72� WHITE-D.D.S.-B.D. CANA Y.A S PINK -INSPECTOR GOLDENROD -APPLICANT I �••:.�i�'`�r-+'•.i`�r'1.j fln�tV�lr.. .�'���y. .,.s; ,•� :.,:'ki�9 'v .6 ,v. ,. �i' '`.... .Y'� i-�_.";`..e�.� `r' CDUNT*Y OF BUTTE - DEPARTMENT OF REVEL PMENT SERVICES - BUILDING DIVISION 7 COUc� NTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 .�. r�3•tir3k*��5�2> PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: D (,� ` ZZ5 115,0 Proposed Building Use: Building Inspector:mDate: �-! `� / At time of permit application, I was advised the following data must be su iffed prior to permit processing and/or issuance: ��;' Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- 6AO-%Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ Manufactured Home data and installation instructions including Tie Down Specifications. --------- Fees of $ �J r A 6 ---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- XFlood elevation certificate. --------------------------------------------- Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. ---------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------- -- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. _77— El 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on(Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, ro ss as follows ElMail to owner, ❑Mail to contractor. ❑Telephone��`and hold for pickup at ©za office ❑ D v with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By 1. Index permit application for the above items numbered: 2. Additional items required: X ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ B rbi ' n unter, by Date: ' Plans reviewed by: Date: Plans approved by: r � Date: Sets oflans on hold in ❑ Plan Cabinet ❑ A.P. f P , folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY �. Plot Plan Anoched Floor Plan Attach Sent to S.D. / TO: Building Department ' FROM: Environmental Health ' SUBJECT: Sanitation Clearance ' Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well. Clearance for >9'_"d�welling. 'Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 c RESIDENTIAL )36-050-164 ' : 01-1387 PALMER, MICHAEL 112 TUCKER AVE. OROVILLE CONT: PHIL WENDELL CONST OPEN DECK SPECIAL COMMONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED. a Signature ,/ = OK 0 = Not OK - = NotApplicabl@ = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances .3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. /. P Nat. or/ /"L"ft./ /'LPG Exits; Insp.-Sketch 7. Well Clearance & Disconnect 8. Utilitv 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; .MHTest-Regulator-Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 1'0. 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, COVE!JS, CARPORTS GARAGES (Plans) OK except #'s Zo ' g Requirements -Setbacks -Easements ,14 Fo ' gs; Soils -Size -Depth -Spacing -Connectors -Steel a-lbecks; 4. 5. Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12.. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness bead Men -Lining 4. Elec.; Receptacles and Lighting; bistance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec:; Enclosures; Conduit Entries -Terminals -Listed . 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating'Equip.-Pool Lghtg. - .. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche. V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-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- Vent s-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 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing dingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47: Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538=7541 }E T o. APPLICATION Np� //� Np�� PERMIT (Rev. 12/96) P'4t����\.r/1��®1� P1Y�!® ��tnitll'� �y ASSESSOR PARCEL NUMBER 036-050-164 ZONING AR - BUILDING PERMIT OWNER MICHAEL PALMER TELEPHONE 534-5348 SO. FT. OCC. BUILDING VALUATION �2 -0 896.00 . OWNERS MAILING ADDRESS ' 112 TUCKER AVE OROVILLE 95966 CONTRACTOR'S NAME PHIL WENDELL CONST TELEPHONE 589-0401 CONTRACTORS MAILING ADDRESS 132 REBEL LN, OROVILLE 95966 CONSTRUCTION LENDER 1 Fireplace ' LENDER'S MAILING ADDRESS Total Valuatlon $ 896.00 ARCHITECT OR ENGINEER LICENSE NO. R ling Fee $ 20.00 Permit Fee . $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checker Fee $ 23.00 BUILDING ADDRESS 112 TUCKER AVE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 66.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 11kAddition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other [A 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 i ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter \ 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i II force and effect. License Class Lic. No. 7 C' f P OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DV=NG OCCUP. SO OR ADDNS. ( a ACC. BIDS. 3.5¢FT. NEW CONST. MULTI. OUTLET NO..ESID. @7.50 a3OINWG�LE OPUTL US 20 @ 1.00 EX. Occup. OUTLET OR FIXTURES SAL O .50 FIXEDI Ex. Occup.ouT rs A.,6.) UNS Ew 5.00 ' Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 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 'S_%ATrc /'e6ZAtD Policy Number -"-j [ -3 IVV- 006 tr 1 g2 (rhe above sections need not be completed if the permit is for- work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort i h co ply with those provisions. X d �e Date' r 6 ( _ Signature of Applicant - ❑ Owner Contractor ❑ AgentAn OSHA permit is required for excavations o ' ' deep and demolition or construction)of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ nn HAAA z D Es , FL cDF FARDEL Po HD s This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicatega wh' hfees have been paid. By� Date i PERMIT EXPIRES ON at' Receipt No. _ i �- WHITE-D.D.S.-B.D. ANAR -ASSE OR INK -INSPECTOR GOLDENROD -APPLICANT .h' i.. R!tk�.;T * fj •ts� ,S.,� T � _ c � _i_ .. ,eer r f-. '. t-.'�' b COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION MG tY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET � / r OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: uilding Inspector: Date: i At time of permit applica on, I was advised the following data must be submitted prior to permit processing an or issuance: Date Received By f1m,lemshave been submitted-------------------------------------------------------------------------------------- tplans,3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ plete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- 01 . California Department of Forestry plan approval/fees--------------- I;j3 . Flood elevation certificate. --------- -- � --------------------------- \g.4.,-Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. r-------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification), ----------------------------- 0 22. Workers' Compensation carrier and policy number. --------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ` ❑ 24. Letter of signature authorization. ------------------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits, ------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: �en you issu:�6�V'T_7 follows El Mail to owner Telephone and hold for pickup at Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depa ent, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: 2. Additional items required: (Date) ------------------------ k: ❑ Deliver with inspector. Date: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by D te:I Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY ,ax•• - Plot Ran Attac d Floor Ran A Chad Sant to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Dispos—ai-,�,_ Water Supply: Public 'Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: En 8/96 tal Health Specialist Date ILL/ tzv1. A lic) mc Pas cd PC- I Jl stmc_ . , I tV BUTTE COUNTY BUILDING DEPARTMfW7 APPROVED 611, 5661 (TW ` W QjQC L4.3CA- O v ti =N� 4 .9 • ti -(31m uj ?JId1S 'IYIW„°l� , LL. u� II— 1H913fi1 lld2i�MiH,'�7 •; II �i oc o „t,£ ,�; z •� dlC_ ZE II c_+ >' I to : • � J tz R -LL. s4. �1 V) Y 0 0 3 U � Q J o� aA i am ZLLo Q o= WT ir Ccc 1 °C o :Q W c i o m 1� � F - Q F— U >y Co ZC LL o ,. v � v z Ck U z �o L :9 Z ('F I it NOTES 3 RESIDENTIAL 036-050-164 00-1200 PERMIT NO. pALMETi,_MIKE,AND TbRRI - CON_, ," �-- ►~ � TUCKER AVE., ORO TR: WENDEL � L CONST.. I NEW SINGLE FAMILY �a SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER •OFFICE COPY Address Mem ELECTRIC Meter By Date �� k I> r. ry ',I+)JOB FINALED (Date) D Signature J = OK 0= Not OK - = Not Applicable®BUL*E = Not Ready: ' HOMES Datq, `- ' MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements % r 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line ' 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; MH Test -Demand -Valve -Connector 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG ' Electricity; MH Test -Crossovers -Breakers -Clearances 7. Well Clearance & Disconnect Drain; MH Test -Fall -Flex Connector 8. Utility Clearance Water; MH Test -Regulator -Connector 7. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3? Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. - 7. Electric , Z 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.- Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 4 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 ` -+ce Date 4. Card B-1 Date - i Card B-1 Date r Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater . 1. Zoning Requirements -Setbacks -Easements 9. 2. Footings; Size -Spacing -Marriage Line ' Plumb.; Cir. Test -Water Supply Test 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy - 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3? Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. - 7. Electric , Z 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.- Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 4 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. r MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3? Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. - 7. Electric , Z 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.- Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 4 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 i 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater . i 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche ` Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 t<1 ` i s r t - ( I V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; DateUr�erfloor (Plans) OK except #'s Card B-1 Date ming -Setbacks -Easements -Flood -Slope Date tg., in; Soils-Elec. Grnd.-/,r—LL_Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/L Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth / s%Main; Steel-Blockouts-Wrapped 6 to walls, Garage; Steel-Blockouts-Wrapped oI owns and Special Anchors Condensate Drain & Overflow, Size & Grade lab, Steel -Wrapped O 8. Pi rs'-Fireplace Ftg.-Steel Date 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 60. enums B,.Ducts; Clearance -Material -Support -Ins. 4 ers-Sills-Anchor Bolts-Joists-Vents-Crippies Date ccess & Ventilation 16. Insulation Date Card B-1 Date ,4)f Card Date Date / Card B-1� Date Card B-1 6 P M G (Permit) OK except #'s Card B-1 Date Water Htr.; Vent -Access -Combustion Air Baffle Date 1 8,yig re ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection Ce hower Pan; Test, First Floor -Tub Acce - / 21. Test Tub & Shower, Second Floor -Tub Access 4 Gas Pipe; Sixe & Anchors Condensate Drain & Overflow, Size & Grade 3' -Check Garage 3rd Story, 2 Exits Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #'s 4fixture & Transformer Clearance -Ins. Protection .24. c. Receptacles Spacing -Lights & Switches at Doors OL_ize 60. Boxes & No. of Conductors Stapled Card B-1 Date /�8�� Installed Close to Edge of Studs & C.J. Date Eq . Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 2A ppliance Circuits irj Kitchen & Conductor Size GFI feed Wire Size / / ga. Cu o C. Wire / ga Cu or AI / 30) Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insul ted Neutral ❑ Yes O No ervice-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. fig t -Show r Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Mg.CHANICAL (Permit) OK except #'s _AUjc Access; Size o ote tion- raft Stop -Ins. Baffles A.C. Ducts Insulation & Support Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions , j,4_Wn_t Fan, Exhaust above insulation Property Line Firewall & Openings Condensate Drain & Overflow, Size & Grade 3' -Check Garage 3rd Story, 2 Exits 43&. -Vent Access -Comb. Air -Return Air Vent 115 outlet 155. 6. 99. ftift Access & atform if Furnace in Attic tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access I fngAre a -Glass rot c'o -Skyf hts-P stic Shear Wall ; Nailin -Bolts 60. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 14 a Is Studs -Nailing Spacing & Braces -Plates -Sound 4 ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) ue Stops, Furred Ceilings -Stairs -Chasers -Tubs OK -Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) remangers- Caps, -Anchors -Connectors Joist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. Ur Fireplace Ties or Type A F I ce Throat Clearance _AUjc Access; Size o ote tion- raft Stop -Ins. Baffles r86 Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions GaEgge Fire Protection Framing t. Property Line Firewall & Openings l5�oors-One 3' -Check Garage 3rd Story, 2 Exits Stair , Width -Headroom -Rise -Run -Landing -Fire Protection 155. 6. ood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access I fngAre a -Glass rot c'o -Skyf hts-P stic Shear Wall ; Nailin -Bolts 60. race Interio xterior Wall nels IZ2L,71x(61. Insulation gal- ailing 62. Infiltration -Walls -Windows Date G6 Card Date Card B-1 Date Card B- Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings /6 moke Detector 65. mace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Fixtures & Tub 168!E1Be'7rim & Subpanel, Breaker Sizes & Labels CW. -Fir pidce or Stove, Clearance -Hearth EIec -Outlets at Wood Panel, Int. & Ext. `7g. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 76--A. c m e -Damper LW`Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection P lec. & Mech. Equip. Listed for Location LTr Elec. Receptacles in Garage (F.F.I.)-Romex Protection Ins 'tin -Foam -Looked in Attic Gu ails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive jD NO/Walks 0 Yes 0 Ila Electrical-Plu L &6 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat r Well, Disconnect, Electrical, Plumbing ' . Ex or Elec. Trim, G.F.I. Receptacle -Underground Ve tion Throughout House w Glass ProteFtion 90. Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric 92. WatoK& Sewer Connected -C/O to Grade -HD Approval nervy Compliance Certificate -Other Certificates ddress Posted / r Date Q Card B- } Date Card B-1 Date (j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 01/10/01 14:33 SACRAMENTO INSULATION 4 5890528 NO.006 1;01 J CERTIFICATION OF INSULATION { AOOR!`SS OR TRACT SACRAMENTO INSULATftQN CONTRACTORS LOT, o P.D. BOX 654. WEST SACRAMENTO, CA 95691 LIC. 8202028 1309 MELODY ROAD, MARYSVILLE, CA 95401 LIC. 0202026 E P.O. BOX 9651, FRESNO, CA 93793.9657 LIC. 0202026 P.O. SOX 1631, RENO. NV 89505 LIC. 910675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV agile UC. #10#76 GALE INSULATION COMPLETEO I rm-r(16RIAL TYPSgUAREFEETI SOUAAE FEETI ( SOUARE FEETI TYPE OF tNSfJLATION E OF INSULATION TYPE OF INSULATION FIBERGLASS MaTEAIAI . MATERIAL FIBERGLASS FiBEAGLASS FOAM [ORtit " BATTS-BATTS 81 BLOW +` FDR.0 ' FMANUFACTUR qPR BATTS E 5 DOUCTID 101AVUVACTUAER'SPR09UCTi O MANVcaCTUREA'S oR000CTID MANUFACTURER _ MANUFACTURER MANUFACTURER OCF OCF OCF aAGs R - VALUE APPLIED R - VALUE D MIN. INSTALLED .INSTALLED THICKNESS INSTALLED TH,,;K'-,' ESS WEIGHT PEA R - YALUE APPLIED i SOUAAEFOOT INSTALLED THICKNESS MATERIAL KNEE WALLS IF R•VALUE IS OTHER THAN WALLS ABOVE 'FOAM R VALUE , htA1JUFACTJRcA FIBERGLASS BATTS OCF MATE RI;,_ AIR INFILTRATION SEALANT W. R GRACETHIS I MAT IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS, ' N INSTALLED IN CONA;RMANCE WITH APPLICABLE CODES, MATERIAL STA NO REGULATIONS. '• f SI%;4 URE -I ULATION 0 TAA I Mavat;Ela �d r SIGNATURE _GENE CoNrRACTOa rI'le . 7 C —A7 II I( REMARKS -303 .f 13UILDER Cp?Y iy dei( AP%= rry Certificate of Conformance Certificate .054064 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood .Systems (EWS) were manufactured in accordance with the applicable standards. and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated'Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Tmber.Of Softwood Species IT IS HEREBY CERTIFIED that.the APA EWS trademarked stnictural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program.. Routine audits include inspection of the manufacturing process and evaluation of the in-plant.QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. let p Rqr� CP 0.0 i ?. so ,,� Ca SEAL rn 3 = by / �- W y- Thomas G. Williamson Executive Vice President oo 'A SH`NG,��� . t ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCd1TION 7011 South. 19th Street.- P.O. Box 11700 - Tacoma, WA 98411-0700 .Telephone: {253):585.6800+ Fax Number. (253) 565-7265 APAIGNW471 Certificate of Conformance Certificate 1 054064 i THIS IS TO CERTIFY that the .glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were, manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber' NER-486 Glued Laminated-TimberCombinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing }facility subject to .regular audits in accordance with the Engineered II Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluationof the in-plant'QA program with adequate sampling to verify conformance to industry standards'for lumber grade and glueline bond quality. W 0 p� 08qr� CM SEAL m - by 10 =y � ; Thomas G. Williamson Executive Vice President oil I% =1 aJ! ENGINEERED WOOD SYSTEMS Is a related corporation o1 APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 - Tacoma. WA 98411-0700 Telephone: (253) 565.6600 - Fax Number: (253) 565-7265 MICHAEL, MOONEY M 5 A MADRoi\E A vE. 1 C7VIL ENGINEER ORovmm, CA 95966• RCE 20647 u (916) 533-2131 Butte County October li, 2000 Development Services Department Building Division ' 7 County Center Drive , Oroville, CA 95965 ' •r Palmer APN 036-050-164 Permit # 00-1200 r Re: 'Trus.s 'Clips ° , This is to-verify that "Hl'!f-clips may replace the "'H10" clips as shown on the plans. The "H1'; clips are adequate to resist design lateral loads. Thank you for your consideration .-arid -patience. Michael Mooney My license expires' 9-30-01 ? OQ pFESS/0 ' • c�,Q`�' E L Mp 6 i /GA �\P F CauFoe. 8 . t W -TV ,V' ;i .'�.y:r;,y ---.;<aw+K:Lt Kp .. =fir }_A74M'W- _ %T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chico, CA • (530) 891-2751 s 7 County Center Drive • Oroville, CA t(530) 538-7541 CORRECTION NOTICEfn en OVAER f PERMIT NO. P A routine inspection indicates that the following violations of butte county Ordinances exist at the r' 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, pleas ontact this office immediately. M � - � � y• rite Date REV C; A • 't Inspector 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 7 0- 1 '.' , ov- /Zod- 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. f you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. �o 14;—, Date A24 7 /of .a Inspector REV 10/92 16- IN 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 X_ A:gQD ASSESSOR PARCEL NUMBER 036-050-164 ZONING Yp P BUILDING PERMIT OWNER MIKE AND TERRI PALMER -TELEPHONEE 589-4559 SO. FT. OCC. BUILDING VALUATION 3308 R 178,632.00 . OWNERS MAILING ADDRESS 600 U 10 800.00 CONTRACTOR'S NAME PHIL WENDELL CONSTRUCTION TELEPHONE 589-0401 577 • C 7 501 . 00 261 0 1 827 .00 CONTRACTORS HALING ADDRESS 132 REBEL LANE OROVILLE 95966 CONSTRUCTION LENDER BUTTE COMMUNITY BANK LENDER'S MAIUNG ADDRESS Fireplace A 1 500! 0 0 Total Valuation $200 260.00 ARCHITECT OR ENGINEER BILL SUMMER • . LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 993.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 645.45 BUILDING ADDRESS TUCKER AVE.,V Energy Plan Checking Fee $ $ PERMIT FEE $1 681.45 -- LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 6 7.00 112. & Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 15.00 15.0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 3 BEDROOM Gas piping system 1- 5 outlets 15.00 15.0 Building sewer 1 15.00 15.01 Mobile Home S G W @20.00 PERMIT FEE $ 192 .00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service zo.A OR IESS 23.00 2 3.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.` License Class a Lic. No. (- % O 1 CA tom OWNER -BUILDER DECLARATION hereby affirm under -penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this. reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 e`t A1* Flkiton Policy Number "7i_) Ulu'-n�3c_7:L 162- n (The above sections eed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Q/J // _ X s �<G(in�{.� cV Date _ 5 �U �Ci Signature of A plicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. SO OR ADONS. ( & ACC. BUDS. 3.50FT. 1 36.8 CUTLET @7.50 No RES D.CONSTMULTI-0 CUITS POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES ZU Q I. BAL Q .550 0 FIXI Ex. Occup. OUTLEDTS(RESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 79.80 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 3 Cooling Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE S 70.00 Mobile Home Installation Fee $ Energy Inspection Fee $ ' cO _ IOTA EE $ 5 HAz. EES P' FL D CDF P HD UE This permit is here y issued under the applicable provisions of the Butte County ode and/or Resolutions to do work Indic b for w ich fees have been paid. 00 By Date li PERMIT EXPIRES ON �__'�•�_ Date Receipt No. 294625 $716.35 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '�Mr`,,,Nr.s��',���✓rr'I��..X..��.'i�.�' 1'•'�„1"'Y+,"ri%.�.,C'+NT�(y.F.����7wY1?.� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PA PERMIT APPLICATION DATA SHEET -p OWNS ASSESSOR PARCEL � 36 D_ S —16 CL Proposed Building Use: Building Inspector: Date: �!. 3d " C9 d", At time of permit application, I wds a vised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1 Allitems have been submitted .------------------------------------------------------------------------------------- - l t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ plete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ® gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- b � gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ � of nergy Design Compliance and supporting documentation.---------------------------------------------------- of Intent for Non -Heated and A/C Buildings. ----------------- -------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ ufactured Home data and install/ati n instruct ns including Tie Down Specifications.------------------ . California Department of Forestry plan approvaUfees.�'-�--��- ��27�D------------------ ;� a lood elevation certificate. --------------------------------------------------------------------------------------- 1� ,,n� n� -------------------- anitation and plot plan approval le'� Health Department. ----------------------- _�Lt _-3 W X— ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frompe City of Biggs. ---------------------------------------------- ❑ 7. Planning approval for (A) Use: 0 p� '/ (B) Parking: -------------------------- �— %" r a Contact Land Development about 66,Improvements, ❑ Drainage, gal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy) - ---------------------------- 0 20. ---------------------------❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑ 4 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------7 . / .Workers' Compensation carrier and policy number. -----------------------------------------------------------` ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). -------------------------------------- _ ❑24 tter of signature authorization. -------------------------------------------------------------------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ------------- Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.---------------------------------------------------------------------- - ❑29. 0433 A, OGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ---------------- 030. -------------- ❑ 3 0. Other: ------- you issue t, p ce as ollows ❑Mail to owner, ❑Mai to contractor. CMVC T /?9/€w 7�3� o pj[� elephone -T 0 and hold for pickup at �� office ❑ Deliver4with inspector. (,�•I5 00 P10.04,e (Z 3,'f, T, 4 �r /00 C (_ Applicant: G� - ! Date: 3� Copy of Haz-Mat form sent ❑Health Department, ❑Fire Department, ❑Air Pollution Date: By.: ' Copy of plans sent ❑ Health Department, ❑ Fire Department ❑Other: Date: By: 1. Index permit application for the above items numbered:y p / ❑Plan Check List 2. Additional items required: I 'V v r Contractor, designer, owner, was advised of the above required data by ❑ phone, &nail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was aftsed of the aboverequireddata by ❑ phone, ❑ mail, ❑ Building ivisirn counter, by Plans reviewed by: 111A AA Date: 6 - 2 Plans approved by: Date: Sets of plans on Ifold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 1, r. Date: Date: Date: �te�_ o E.H. USE ONLY Plot Plan Attached '00 Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i i i ,��� � - 050- 69 Owner Location AP# , Plan Approved for: Sewage Disposal - Water Supply: Public Private Well Clearance for dwelling. Other 0,— Hold final for: Final clearance O.K. for: NOTE: Environmental Health Spe Date COUNTY OF BUTTE _ DEPARTMENT OF DEVELOPMENT SERVICES = BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER \)O& PROPOSED BUILDING USE DATAA RECEIPT #' DATE REC BUILDING PERMIT FEES kpt___--_Balance Due ........... I...... $ .�. -- Additional Fees Due ........... $ ' -- Additional Fees Due .....:.. '..: $ -- Revised Plan Checking Fee A........ $ 2, CHOOL DISTRICT FEES Ul �� C��tiion paid at District Office) ', 71)06 SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ • Units Commercial (sq. ft.). x $0.03. = $ Sq. Ft. 4. URBAN AREA FEES (paid.at Building Division) f Residential (per unit)'. X_ =$ ' #Units Amt. Commercial (sq. ft.). x =$ Sq.Ft. Amt. ' 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $51 00 (paid at Building Division) _ SRA FIRE INSPECTION AND PLAN CHECK ' $8 00 (paid at Building Division) 8. WATER TENDER FEES. (Battalion # ) $200.00 (paid at Building Division) ; 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of Permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.- These ermit.These fees may be changed during the plan checking process. APPLICANT DATE ; 66 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) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM -(One form per Building) Schd6l District Ue- LAIJ U (711 r"13 I 1_x_ V \1 Building Department No. U A.P. Number03(a Jurisdiction: O City County .,Property Owner .'rery*,i. 0.7 e'; Property Locatiori/Address, ro U/ Subdivision Residential Development NoofLiving Mobile Home Units Installation ornmercial/In'dustrIal New j Addition Lot No. ............................................................................... .................................. Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection):: .............................................................................................................. Sq! Footage (Indludin'g Exterior -Roofed Areas) irioor rians revievvea oy zcnooi uistrict rersonneip Date District Identification No. Schoo(*District certifies that tt k0'.4 Ln L -e in t VIM c-'e- tApplicant). % 4 (Street Address)* e (Phone Number) s Ck (city) (State) (Zip Code) has complied with the requirements of Resolution No. 0-0 b S by payment of $ If. 1 g 1. 4 6 1 representing„square feet. AB 2926 11FULL MITIGATION $ §Chool"Dlstrict Rdplreseq*�'ative Date ” Paid by Check # 3ARemarks: O's 116 —65 0 -k40%( 2-,".S lie - 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 • eAyo�Arom clhirilLelgifngl"Atge4iml,�ositionJ'ofethpffl!es in any court action. '*if` subsequent to the Scho6i District Representei tive signing this Butt e -C A—We 17 � e I "PCertification * Form,' the School District is �J :notified by the appliciable:�ocal Planning.*Agency,thait this project' being reviewed under the California Environmental -Quality A) Act ICE X *this project may be subject to additional school fees tojully ryiitigq:te its impact on -the sckool, disttict'sschools. White (applicant), Yell.oW (building department)' Pf eeform.x1s,0 019 8) ink,(school districtj7 drnm: �,t "PV RESOLVE ❑CONDITIONALLY APf?ROVEO ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE :...i Permit Genera/Information Date: 6-� 0-0. . 9 y Owners Name: rv--3) zr TET< w 1 Parcel Acreage: Owners Address: Building Site Address: Prove AInformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Zone District: General Plan: Use Permit: Parcel Is In: ❑ Mobile Home 0 SFD ❑ Residential Accessory ! ❑ Septic ❑ Well ' ❑ Other _ Date of Zoning Ordinance: b7 Development Agreement: Proposed Use Complies With: M General Plan - f9 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit t ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are'OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoplicable Setbacks: ❑ Other (J Other ❑ Cohasset Panel Number: / 2� C— ❑ Accessory Building Use Zoning Code Variance: Fre Prevention Subdivision Ma Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan @§No ❑ Yes Violation Area t%No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise. Zone No ❑ Yes, check use Rear No 1 ❑ Yes I Floodplain . Zone: � -- No ❑ Yes Watershed Protection Zone Proposed Use Complies With: M General Plan - f9 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit t ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are'OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoplicable Setbacks: ❑ Other (J Other ❑ Cohasset Panel Number: / 2� C— ❑ Accessory Building Use T�� Zoning Code Street & Highways Fre Prevention Subdivision Ma Front O Side Side, Side street Rear � -- T�� Permit CIO araJ We r Environmental Health Issues - Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: Deeds Date of Creation: Legal Access Provided: C] No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: - (° CQ l✓ q2 --©DSP$ S N 92 Dal O ❑ Map Date of Recording: Lot: Block: _ Book: Page: onditions That Must be M t Pricr to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify. Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ 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 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other :eneral Comments: �� = � _ � �o---���� • : -� ` 1111111111111111111111111111111111• " AF:DWHEN RECORDEDWAIL TO: 4- , B %:rTE COUNTY BUILDING DIVISION Recorded I REC FEE 10.00 7COUNTY CENTER DRIVE Official Records . i CONFORM r00 OROVILLE, CA 95965 County Df I BUTTE CANDACE J. GRUBBS .- Y Recorder ROSEMARY DICKSON "Assistant I. Nikki ' 09:09AM 05 -Jun -2000 I Page 1of .2 • s , AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required thisacknowledgment 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 notlimited 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: , , y Date .'3-- 3 1 — UJ PROPERTY OWNE Mlchapl Paler " Teresa J. Palmer State of California County of On 'LM Cwif' `Y)' - before mel Cindv Strachan.- Notary Public personally appeared Michael J. Palmer & Teresa J Palmer personally known to me (or proved to me on the basis of satisfactory evidence), to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacfty(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. s WITNESS m yhand a# offloal Jeal. SignatureSem. CINDY SiRACHAN Cwftdon *1133613 MfrCPSI Notary PJ* me County. Ca mia i A.P. # 036-050-164 MYCa►ur mE)p,APP-13.2001 - ' �' ORDER NO..BU-178961-3 f DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY'OF BUTTE, AND IS DESCRIBED AS FOLLOWS:' BEGINNING AT THE NORTHWEST CORNER OF LOT 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF THE OAKVALE TRACT, NEAR OROVILLE, BUTTE CO., CALIF.", WHICH MAP'WAS-RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 5, 1912, IN BOOK 7 OF,MAPS, AT PAGE(S) 56; THENCE SOUTH 01 DEG. 1S' 09" WEST ALONG THE WEST LINE OF SAID LOT 15, 659.81 FEET TO THE SOUTHWEST CORNER OF SAID LOT 15 THENCE NORTH 88 DEG. 53' 57" EAST ALONG THE SOUTH LINE OF SAID LOT 15, 333.34 FEET; THENCE ; LEAVING SAID SOUTH LINE, NORTH 01 DEG. 08' 44" EAST, 659.56 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 15; THENCE SOUTH 88 DEG. 51' 39" WEST ALONG SAID NORTH LINE, 331.54 FEET TO THE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. AP#: 036-050-164-000 Department of Development -Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX July 11, 2000 Phil Wendell Construction 132 Rebel Lane Oroville, CA 95966 Re: Building Permit Number: 00-1200 Assessor's Parcel Number: 036-050-164 Dear Mr. Wendell: � s 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. Provide typical eave and gable end connection details showing A35 spacing as specified in the structural calculations. If A35 clips are to be substituted with H1 or H10 connectors then please revise the structural calculations to reflect this change. 2. Provide calculations addressing the bottom floor shear walls. i 3. Show spacing of A35 clips and 16d nails as specifiedin the structural calculations for wall line C. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on June. 28, 2000. Additional. items may be required when plan check is resumed. If you wish to discuss any requirements, you may. contact me at (530) 538-7541 between the hours of 1:00 p.m. and. 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan. Check Engineer CC' Michael Mooney June 28, 2000 Phil Wendell Construction 132 Rebel Lane Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 036-050-164 Building Permit Number: 00-1200 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment, in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response.form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible,for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Girder truss occurs over a doorway. Provide design for this header. Provide a construction detail for ledger attachment to the structure. Per Section 2320:13 of the UBC you may not use nails subject to withdrawal. 3. Review of the building,plans•by the Butte county Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate , correspondence. Plan check will continue upon receipt of all of the above items.. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code. compliance.: If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through. Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at ;o/bo C F' P —ECT PROCESSING RrORD tgl,,b "� AIfPLICAIVT: OWNERs�. •• PERMIT !;W c� A. P. WORK DESCRIPTION: DDATEE CRUTION OF STEP E (o -� r 0"O /Z� MICHAEL MOONEY CIVIL ENGINEER , RCE 20647 ` Job Number 00-05-61. Page 1 Job Name Palmer/wendell((p�- Date 6/13/00 Analysis UBC 1997 Dead Loads Live loads Roof . Comp 6.Opsf Plywood 1.5 eR ESS/o Trusses 4 L l2 Insulation 1 r 16 psf. e o Gyp,bd.. 2.5 0 m Wall .. Stucco 10 CALIF���\P Ply 1.5 Framing, Gyp 1.5 2.5 Floor Ply 2.5 psf" 40 psf. Framing Gyp 2.0 ' 2.5 Lateral loads Wind P=CeCggI where ' Exposure B Ce = G.62 @ 15 feet - Cg = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph e 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8'in windward wall . 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.SCaIW/1.4R,Ca=0.36,I =1, R=5.5/4.5 Soil Bearing 1500 pounds per square foot out o k WUN ! 1 Friction .35 - - Lateral bearing 250 pounds per square foot per`foot ���������®Ep ARTMF=NV VF;D' o • s -.I- S l;1 o,5 -) N CR Copyright (c) Compuirus Inc. '5/10 NET 7/16" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. v =0.195 k/ft. NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 4" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. v = 0.295 k/ft. NET 7/16" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 3" ON IVCENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER 4X FRAMING AT EDGES. v.= 0.390 k f1t. 4) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 2" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 5) STUCCO - EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAXIMUM, OR NO 16 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAXIMUM. 6) 1/2 GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. 7) 5/8" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM BP -1 7/16" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" ON CENTER WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING THREE STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. BP -2 STUCCO, EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAXIMUM, OR NO 16 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAXIMUM. PANEL COVERS THREE STUD SPACES, MRM4UM 4 FOOT LENGTH. 8) NET 3/8" PLYWOOD, CC, CD, WITH 8d COMMON -NAILS AT 3" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 4 Czl� EAST. _t�_Ulkq�N v 1rwt .cc� 21� C F J Ln f`Z�L W L KID V� Lol A1J� VAI ID lC��# �ex� � . ➢SCO � 3 +0 1 Y ILt•Sb C21 -CO(�u t Q.W keD _(2 w o Lt ,l,( Ch1 L WACO- S.zI� Klfl Is �, h LN ►6. �2.. ' • 4�'� f� C��S�.% U° i'S � Q s � � 2�0�. �J ��2' %mn + .-7,,<, 4 (����► �� 2Z� 2 2 y Sz AAth��4lts Lk4-0— W3 r :.. 77KS/ Loa n4- ASS uw . U,7. , •: 2- 2) T! c �Y%i `f. X C�oa � . .. . _ V1 -2- IA 41Na1.Q. Z-0 &9 - L 17/10 7, X12 X— 7 xq'3 , �O w /,vrlo w S� sw uj)kt 6e� Q.J. o _ :1,�J�2ets(Z• = `Shy fa Coq .21�� L [� �: � �`r�C.� �h•-Cly �'Z��1 Za `'f. �•`S `6�CC MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 SINGLE S SPAN DATA - Center Span - Left Cantilever Right Cantilever = UNIFORM LOADS Center Span #1 - Date: 06/15/00 Page: ANALYSIS MEMBER DATA 66.50 ft I:Inertia - 1.000 in4 All distances for load locations refer 0.00 ft E:Elastic Modulus - 1 psi to left support. Nag ('-') distances 0.00 ft End Fixity Pin/Pin means load is on left cantilever 0.05 k/ft # 1: # 2: # 3: CONCENTRATED LOADS �G TRAPEZOIDAL LOADS 0.005k/ft @ Left, 0.109k/ft @ Right, Start @ 0.00ft -> 22.75ft 0.109k/ft @ Left, 0.109k/ft @ Right, Start @ 22.75ft->.43.75ft 0.109k/ft @ Left, 0.005k/ft.@ Right, Start @ 43.75ft -> 66.50ft APPLIED MOMENTS - SUMMARY Shears Deflections Left Support - 4.104 k Max. @ Span = -61794026140.249 in at 33.25 ft Right Support = 4.104 k Reactions Left Support - 4.104 k Right Support 4.104J Query Values - Between Supports @ X = 0.00 ft, M = 0.00 k -ft, 0.01 0.1191MEM 0.11 0.01 0,11 0.05 66.50 I V = 4.104 k, Deft. = 0.000 in 70.92 Mme. - 70.92ft-k •.33.25 rt "Min -0.00 ft -k s 66.50 ft 4.10 .. VMO.- 5.10 kips Y O.00 ft V Vmin - -4.10 ktpa • 66.50 ft 4.10 D... - 0.00 In 0 0.00 ft Dmin - -61794026140.25 in 33.25 f -61794026140.25 t f11 0.0 11.0 22.2 33.3 44.4 SS.S 66.S Moeents Max. Span Moment = -18.921 k -ft Max. Mom. Location = 33.250 ft Min. Span Moment - -0.000 k -ft Min. Mom. location = 66.500 ft Max @ Left Support 0.000 k -ft Max @ Right Support = 0.000 k -ft MAXIMUM MOMENT = 78.921 k -ft �G TRAPEZOIDAL LOADS 0.005k/ft @ Left, 0.109k/ft @ Right, Start @ 0.00ft -> 22.75ft 0.109k/ft @ Left, 0.109k/ft @ Right, Start @ 22.75ft->.43.75ft 0.109k/ft @ Left, 0.005k/ft.@ Right, Start @ 43.75ft -> 66.50ft APPLIED MOMENTS - SUMMARY Shears Deflections Left Support - 4.104 k Max. @ Span = -61794026140.249 in at 33.25 ft Right Support = 4.104 k Reactions Left Support - 4.104 k Right Support 4.104J Query Values - Between Supports @ X = 0.00 ft, M = 0.00 k -ft, 0.01 0.1191MEM 0.11 0.01 0,11 0.05 66.50 I V = 4.104 k, Deft. = 0.000 in 70.92 Mme. - 70.92ft-k •.33.25 rt "Min -0.00 ft -k s 66.50 ft 4.10 .. VMO.- 5.10 kips Y O.00 ft V Vmin - -4.10 ktpa • 66.50 ft 4.10 D... - 0.00 In 0 0.00 ft Dmin - -61794026140.25 in 33.25 f -61794026140.25 t f11 0.0 11.0 22.2 33.3 44.4 SS.S 66.S �u 4-, (- t�YL K C:S- If- EWtQ !:2 V Atq Lt.k \j Lt Ccs A, /¢ Ok �1� 7:g12:- 4:�z� =ci WL 1, A� dv- / e URkf Sit yvl l PLAN REVIEW RESPONSE FORINT In order to expedite the reNiew of your plans, please complete the following information and return this form Aiih your re -submittal. L this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correctiori letter. ' "By others" is not considered a valid response. Please indicate you: response to each item and the location where the information, can be found on the plarm Icalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND REWRN WITH RMSED AND ORIGINAL PLANS. OWNERS NAME DATE: /04LL. WE-MAFL --7 72,try--� ASSESSORS PARCEL NUMBER PER'AIT NUMBER en -1200 L. RESPONSE FOR PIAN CHECK LETTER DATE^• dulm &W PLAN CHECK "M # RESPONSE BY:. LOCATION ON PLANS/CALCS: KAIG��U6 6 6 COMMENTS: l!LdLkOgM ---Usjo) W- VD - Gu Ps Aoz 01m otlsco-yse et`o , PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Ab I S: 1�9 PLAN CHECK ITEM # RESPONSE BY: LOCATION O LANS/CALCS:: O �01Uen COMMENTS: PLAN CHECK ITEM i PLAN CHECK ITEM # COMMENTS: RE RESPONSE BY: LOCATION 0 ON PLANS/CALCS:• MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROV I L L E, CA 95966 530-533-2131 �n Date: 06/15/00 Page: Z. C GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 11.33 ft Beam Width - 5.125 in Elastic Modulus 1800000 psi Left Cantilever - 0.00 ft Beam Depth - 12.00 in Beam Density 35.0 pcf Right Cantilever 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb -Bending - 2400 psi Beam Wt. is Added to loads Le : Center Span - 2.00 ft Fv - Shear - 165 psi End Shear Calc'd at Support Le : Left Cant. - 0.00 ft Fc -Bearing = 650 psi Le : Right Cant. - 0.00 ft APPLIED LOADS Point Load:,DL = 883.0 # LL = 784.0 # at 0.50 ft Point Load: DL = 883.0 # LL = 784.0 # at 2.50 ft Point Load:=DL = 883.0 # Ll = 784.0 # at 4.50 ft Point Load: DL = 883.0 # LL = 784.0 # at 6.50 ft Point Load: DL = 883.0 # LL = 784.0 # at 8.80 ft Point Load: DL = 883.0 # LL = 784.0 # at 9.50 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 46.66%, Shear = 63.08% Max. Pos Mom @ 6.46 ft= 14.35 k -ft Shear: Max.'@ Left - 5.33 k Reactions... DL Maximum Max. -Neg Mom @ 11.33 ft= 0.00 k -ft ....used for dsgn 8.00 k left - 2.87 k 5.33 k Max @ left. - 0.00 k -ft ....Arei_Req'd 38.86, int Right = 2.60 k 4.84 k Max @ Right = 0.00 k -ft Max. @ Right = 4.84 k M0 .'Allow Moment = 30.75 k -ft ...used for dsgn 7:26 k' Deflections... fb : Max Actual = 1399.9 psi ....Area Req'd 35.1.8'in2 Center -0.13 in 0.25'in Fb : Allowable = 3000.0 psi fv : Max. Actual, 130.11,psi ....Dist = 5.71 ft 5:710 ft Tv Allowable = 206:3 psi ...L/Defl - 1008 -542 Ck='.811(E/Fb)".5 = 19.87 Left 0.00 in 0.000 in Cs (LeD/8"2)x.5 = 4.83 Bearing Req'd @ Left = 1.60 in ...L/Defl = 0 0 Cv per UBC,2312.4.5 = 1.00 Bearing Req'd @ Right = 1.45 in Right = 0.00 in 0.000 ir' ...L/Defl - 0 p 14.36 05 mei a00 0 a) co MCD (D 0 r%mr. 00r m� , r- (D 1 0 II 0 1 1 i 1 A 01 Ii, J JJ JJ "JJ -i j J O J O J 0 J ,. JO J Hmes 14.3511-k0 6.48fi o.00 Hmin -0.00 ft -k 11.33 It • • - ••' ` 5.35 .. Vmex - 5.33 k1De a 0.00 ft -116121 Vmtn -4.64 kiP30 11.33 It_ V t'. -4.04 - Dmex - 0.00 In •- 0.00 It ... -0.0 Dm_in - -0.251n 4-,15.71 It it 0.0 1.0 . 3.6 5.7 7.6 G.5 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A'MADRONE AVE OROVILLE, CA 95966 530-533-2131 2 i Date: 06/15/00 Page: GENERAL TIMBER BEAM DESIGN =f BEAN DATA -- SPAR DATA Timber Section :-------- End Fixity Pin:Pin Center Span = 10.75 ft Beam Width - 5.125 in Elastic Modulus 1800000 psi left Cantilever - _0.00 ft Beam Depth : 10.50 in Beam Density 35.0 pcf Right Cantilever - 0.00 ft Lamination Thickness - 1.50 in Load Duration•Factor = 1.25 URBRACED LENGTHS Fb - Bending - 2400 psi Beam Wt. is Added to Loads Le Center 'Span - 2.00 ft Fv -*Shear - 165 psi End Shear Calc'd at Support le : Left Cant. - 0.00 ft Fc - Bearing - 650 psi Le : Right Cant. - 0.00 ft APPLIED LOADS Point Load: DL : 883.0 1 LL : 784.0 # at 1.25 ft Point Load: DL : 883.0 # LL : 784.0 # at 3.25 ft Point Load: DL : 883.0 # LL : 784.0 # at 5.25 ft Point Load: DL ='883.0 # LL =784.0 # at 7.25 -ft ' Point Load: DL :-883.0 # LL : 784.0 # at 9:25 ft, SUMMARY .USING 5.125'x 10.500 Beam, Bending : 53.40%, Shear 58.58$. Max. Pos Mom @ 5.25 ft: 12,57 k -ft Shear: Maz. @ Left : 4.33 k., Reactions... DL Maximum Max: Neg Mom @ 10.75 ft: `0.00 k -ft ..used,for,dsgn 6.50 k Left : 2.33 k 4.33 k Max @ Left - 0.00 k -ft ....Area Req'd : 3.1.53 in2 Right- 2.23 k 4.14 k_ Max '@ Right 0.00 k -ft* - Max @:Right : 4.14 k Max.'Allow'Moment 23:54 -k -ft :.usedifor dsgn' Zm 6:21'k Deflections... fb :rMax.-Actual - 1601'.9 psi .Area Req'd'30.1240 Center' - -0.15 in -0.29 in, Fb :`Al164 ble 31000. 0, psi fv•a Max::Actual 120.83 psi ....Dist - 5.3kft' 5.375_ft Fv : Allowable`, 206.3 psi A/Cefl = 834'448 Ck;:' .811(E/Fb)"•.5 . - 19,87 •,Left - 0.00 in' 0.000 in Cs (Leb�/8"2)- 5, - 4.34 Bearing Req'd'@ Left 1.30 in , .L/Defl : 0 0': Cv:p' r' UBC; 2312.4.5 1.00 Bearing ,Req'-d;@'Right - `;.1.24 in Right ' O:OO in 0.000 in 12.87 p J J J J .JJ J J - - J, J 0 J 0 J; O J nm ex _ 12.87(1-k o S.25 ft 1'tmfn= -0.00 ft -k • 10.751t -0.00AOL j. 4,33 Vmex m 4.33 kip. • 0.00 ft - Vmin - 10.74 fl - - - ,- -4.14 \_ Dmex-;'0.001n 0 0.00 ft _ -0.29 fnm 8.30 ft 0.00 `r •�-' - _0.29 �� T�,s ' -10.75 r l rt r-3.6 5.4 T ---T-1 LB ` 7.2 0.0 10.8 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 06/15/00 Page: COMBINED FOOTING DESIGN DESIGN DATA SUMMARY Allowable Soil Pressure = 1500.0 psf Service".. Allow ACI Factored Short Term Factor - 1.33 Left S.P.:. Static D+L = 1261.7 psf 1500.0 psf 9-1 = 1920.9 psf Seismic Zone = 3 Short D+L+S: 736.1 psf 1995.0 psf 9-2 1030.6 psf Live Does Not Combine With Short Term 9-3 662.5 psf f'c : Concrete - 2500 psi Right S.P.: Static D+l = 931.7 psf 1500.0 psf 9-1 = 1418.5 psf Fy: Reinforcing - 60000 psi Short D+L+S= 561.7 psf 1995.0 psf .9-2 = 786.3 psf Concrete Weight. - 145 pcf 9-3 '505.5 psf Overburden'Dead Wt. - 0.0 psf Resultant Ecc.: Static - -0.15 ft Stability Min. As % = 0.0014 Short Term - -0.13 ft Ratio = 999.00 :1 Column Size... #1= .5.5in #2= 5.5in' .Col #1...... .Between... .Col #2........ ...Base Height 111= 6.Oin #2= 6.Oin Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Using Mu from ACI 9-1= 40.2 psi 0.20 in"2/0.8 psi 0.20 in"2/f5.7 psi 0.20 in"2/ft APPLIED LOADS ACI 9-2= 19.4 psi 0.20 in"2/9.7 psi 0.20 in"2/ft.7 psi 0.20 in^2/ft At 601 #1: Axial Shear Moment ACI 9-3= 12.5 psi 0.20 in"2/f8.6 psi 0.20 in"2/ft.7 psi 0.20 in"2/ft Dead -- 6.57 k 0.0 k 0.0 k -ft As(in"2/ft/ft of width), negative --> As @ top of footing Live = 5.84 k 0.0 k 0.0 k -ft MOMENT & SHEAR FORCE SUMMARY Shrt Trm= 0.00 k 0.0 k 0.0 k -ft ACI 9-1 ACI 9-2 ACI 9-3 At Col #2: Axial Shear Moment ' Dead = 2.5 k 0.0 k 0.0 k -ft Mu @ column .# 1 2.62 k -ft 1.26 k -ft 0.81 k -ft Live - 2.2 k 0.0 k 0.0`k -ft Mu btwn columns = 2.65 k=ft 1.28 k -ft 0.82 k -ft Wrt Trm= 0.00 k 0.0 k 0.0 k -ft Mu.@ column-.# 2 - 0.37k -ft 0.18 k -ft 0.11 k -ft DIMENSIONS One=Way-Shears.... Ftg Dist left -of -Col #1 2.00 ft Allow.:'Vn=2(f'c".5) = 100.00 psi 100.00 psi 100.00 psi Distance Between Columns= "3.00 ft Actual :.Vu'/ .85... Ftg Dist right of.Col #2= 1.00;ft Left, of ,Column #1 = 20.51 psi 9.88 psi 6.35 psi Total'Footing Length 6.00 ft Between'Colurons - 2.76 psi 0.00 psi 0:00 psi Footing Width = 3.00,ft Right of -Column #2 = 0.88 psi 0.42 psi 0.27 psi Footing Thickness 12.00'in_ Two;Way,Shears.... Allows Vn=4(f'c^.5) = 200.00 psi 200.00,psi' 200.00 psi Actuall@ Column'#1 42.06 psi 20.22 psi 14.63 psi Actual;@'Column #2 = 13.58 psi 6.54 psi 4.20 psi Pdl = 6.57. Pd] = 2.50 Y P1 = 5.84 P11 = 2_.22 .I I =2.00 a ' v �a :a :a :a •'� :a4 4 �a 'a 2:007~ c - X3.00` _ i'00 _ . 6:00 I S.P. 931.' ps S.P. =1261:; ps; �� c�;� ��z ���o� w�,L c,E,� � '��c o� E_ _ ..�._PLAN,REVIEW RESPONSE FORM Ip-ordei-to expedite the reviewof your,plans, please complete the following information and•reftim this form'with our re -submittal, , y this form is not complete, -iii -to all correction items, we will dot�be`able to accept.your re -submittal for review. 'Mere must be a.vali iesponse.to everyitem requested in our plan correction letter. "By others" is not considered a valid response. Please medicate yot response to each item and the location where the information can be -found -on the-planstcalcs`�-__ ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER r�S-v iP Ute-- tZvo RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: .x wt" RESPONSE /jBY: � LOCATION ON PLANS/CALCS: COMMENTS: VC 1�1'� fit-ta ✓ �y � < r PLAN CHECK ITEM # RESPONSE BY: .x wt" LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: } LOCATION ON PLANS/CALCS: COMMENTS: _ PLAN CHECK ITEM # RESPONSE BY: , COMMENTS: LOCATION ON PLANS/CAL( PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: MICHAEL MOONE Y : 5AMADROIVEAVE. CIVIL ENGINEER OROv=, CA -95966 - RCE 20647 (916) 533-2131 County of `Butte ,: June 16,- 2000 Building Inspection` Department „ 7 County Center'Drive Orovi-116, CA 95-965,, .. RE:. Building Permit.- ; Palmer/Wendell. I have reviewed the trusses for this project and they.are.. adequate for my ,design. Thank you- fo`r "your` consideration: Yours, Michael Mooney FESSI �ql 0 My license expires 9-30-01 p �P�� TE OF 1 P � ,, •� ,� .: y+h f ' `i F'� ,��i w.r - � r 'K ^r1' ��' r'- � . t�: 't L _ '+C"tl �.",� R� �'.r r ..rrY.'{""".q'c r-r",ys.^ ..� r ' • ;e >' rn�' Y „y S `�� d ':+r�.' 7p.,- y � r., �:Sr - � r•=� t�"..-�`�-� T'.t�+ �r�,� :e .� yT,� , u.t .� .a F �. ,� . i r �'U r + �'Za -+ -�. 'e�.`f' +_� _.. 'Si4.'. �_ �. "�5'�`i;1'�n:-�'�.._ �. n �t d.D ��t M9. ,.� �,r <, �x� { ♦` .. t� - y f,� , n Z o Zj f rn L= A (� Z (� (� (� — i tG� N N ��1 �� l/� ' c: n X C O ' � (� +, cn n � � � ` "{�' �1 j , {� it iz` � �; s io' r0 ►o �� �� D,r N r =� Vr —'i' CWI V 1 Z _ � � � .r s.a std � � ..1:{ �,�_ r �'r ,� � :� � � �•t Ir A y "' •� 1 } 4;rh.-� S ,.i1 tiff r• • Zl'.-._!' t �!.' A �[ (� ��' eii. _..{.. s-�+♦ ,.{.; .�' �j'. -71f♦• i_. Z o r, •f� C'C V;l 104 Ilk 4 D M c�,:� n `l ri INTI h,. N N v{o�o N_ W` R':S+.a-� � � yy:. � ��•e { •L.y'i.i i„�,,.]'� ::.- .�hr I.."h fi'awlJ.¢'i ��.1...�E'._ �i�i,�J'�� ..11 a �� r'tr ;IS�. �'Y+SrC...:.1..� Igl4 � ""� �.i , t s I ,�.. �y.. -ti n..�"..r.Jv'i�'�' Ii'"wu•.I4i�"-'•`iy�,'m•+r ti;M.T�•v��Rr.3Ye.r+�.sSa..F Tryc.y •f �. �...r '.1 �.sll fit' S 2� �4 � ,, •� ,� .: y+h f ' `i F'� ,��i w.r - � r 'K ^r1' ��' r'- � . t�: 't L _ '+C"tl �.",� R� �'.r r ..rrY.'{""".q'c r-r",ys.^ ..� r ' • ;e >' rn�' Y „y S `�� d ':+r�.' 7p.,- y � r., �:Sr - � r•=� t�"..-�`�-� T'.t�+ �r�,� :e .� yT,� , u.t .� .a F �. ,� . i r �'U r + �'Za -+ -�. 'e�.`f' +_� _.. 'Si4.'. �_ �. "�5'�`i;1'�n:-�'�.._ �. n �t d.D ��t M9. ,.� �,r <, �x� { ♦` .. t� - y f,� , 25-06-00 240- -0 -00 40- 19-06-00 41->>-00 03256741 Customer PALMER-ENDEAVOR I Wed Jun 7 10: 4B: 40 2000 Project 67PAL Truss ID EJ1 Family N 205 Span B -O Quantity 34. Top"Pitch 6/12 CES -32 Ver.2.0. Bld (4/6/1999) n-cn. ree 2-0 8-0 8-0 . ENGINEERING APPLICABLE FOR TRUSSES W/SHORTER SPAN TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT. LIVE LOAD AND 8.00 PSF DEAD. LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING _@ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED-@' O'O"O-C- UNLESS RIGIDLY SHEATHED, LATERAL BRACING -OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB:9 I BRACING WOOD TRUSSES ��t U1 �� CO\�gNTARY AND RECOMM�.7`�!ENDATION. I JUN 0? 2000 NG DEPARTM APPV �OQtZpFF.Ss! �Q R jON ►. rye - - - . a. i® 3141 RNING Verify dcsiSn p(rr'iiii ei.rs,rrnd READ NOTES ON FHIS AND.REV -RSE SIDE BEFORE.' USE � j Design valid for use only'with MITek connectors';This`deslgn Is based only upon parameters shown,,and is for an Individual ; building component to be Installed and loaded vertical y'Applicabihty ofdesign parameters and proper incorpovation�of component is responsibility of building designer -not truss designer Biacmg sh6n is for lateral support of individual .4 W06 memlieis'only�Additional temporary bracing to Insure stabilily during construction is the responsibility of the erector. TM • �r �` _ / _/, I Additional permanent_ bracmg of the overall structure Is the responsibility of the Cuildmg designer. For general_guidance - \ i� "� < "C regarding fabrication quelity conVolstoragerd'live�ry a ectfon, and bracing consult OSfse auallty Standard, DSB-' t'(� ' 69 Bra' Speciflcetlon; and HIB -B1 Ha`n'dling Inetallatlon end Bracing Recommendation available from Trusa , " _ kr c•tii-.�w'; - <_ ,. _ Plate Institute 583 D Onofrlo Drive, Madlaon V1ll 53719] ' '� � z s. ' •e _ -- ; MiTek Industr(es;,Inc ; .Y w- 8-0 r ° 8-0 L. •HL TO PK: 8-.11-5 LEFT HEIGHT: 0-4-2 SPAN: B-0 RISE: 4-4-2 _ RIGHT -HEIGHT: 4-4-2 LOADING (PSF.) MAX4STRESSES MINIMUM -GRADE OF..LUMBER PLATES:M20-165,142 L 'O TOP 1-2-0.579 TOP CHORD:2X4 Noil4.Btr GR DF -L TOP '16 10 BOTT 3-1-0.401 BOT CHORD:2X4- No..16Btr GR OF -L BOTT -0 B LL•.OEFL. < L/360 WEBS -:2X4 STANOARO'GR OF -L STR.INC.- LUMB.- 1.25" PL"ATE - 1.25 SPACING 24.0 in o.c. UBC-ICBO, TPI -91 REPETITIVE STRESSES'USED NO. OF MEMBERS --,1 DEFLECTION(IN.).L.L- O.O0,O.L-0.00,+T.L-0.00 REACTIONS, SIZE: 1=-398, 3.50 3--139,3.50 2--200.1.50 UPLIFTS , (LBS) FORCES,- LOAD CASE 01' TOP -CHORD: .'I-2-`•0 273- 01- ;BOTTOM BOTTOMCHORD: 3-1-'0, WEBS:; TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT. LIVE LOAD AND 8.00 PSF DEAD. LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING _@ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED-@' O'O"O-C- UNLESS RIGIDLY SHEATHED, LATERAL BRACING -OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB:9 I BRACING WOOD TRUSSES ��t U1 �� CO\�gNTARY AND RECOMM�.7`�!ENDATION. I JUN 0? 2000 NG DEPARTM APPV �OQtZpFF.Ss! �Q R jON ►. rye - - - . a. i® 3141 RNING Verify dcsiSn p(rr'iiii ei.rs,rrnd READ NOTES ON FHIS AND.REV -RSE SIDE BEFORE.' USE � j Design valid for use only'with MITek connectors';This`deslgn Is based only upon parameters shown,,and is for an Individual ; building component to be Installed and loaded vertical y'Applicabihty ofdesign parameters and proper incorpovation�of component is responsibility of building designer -not truss designer Biacmg sh6n is for lateral support of individual .4 W06 memlieis'only�Additional temporary bracing to Insure stabilily during construction is the responsibility of the erector. TM • �r �` _ / _/, I Additional permanent_ bracmg of the overall structure Is the responsibility of the Cuildmg designer. For general_guidance - \ i� "� < "C regarding fabrication quelity conVolstoragerd'live�ry a ectfon, and bracing consult OSfse auallty Standard, DSB-' t'(� ' 69 Bra' Speciflcetlon; and HIB -B1 Ha`n'dling Inetallatlon end Bracing Recommendation available from Trusa , " _ kr c•tii-.�w'; - <_ ,. _ Plate Institute 583 D Onofrlo Drive, Madlaon V1ll 53719] ' '� � z s. ' •e _ -- ; MiTek Industr(es;,Inc ; .Y w- 03256742 Customer : PALMER-ENDEAVOR • Wed Jun 7 10:48:47 2000 Project ,M: 67PAL Truss ID HG2 Family # 324 Span 25-0 Quantity 2 Top Pitch 6/12 ,CES -32 Ver.2.0. BIC (4/6/3999) TROJA PLATE OFFSETS (X -LEFTY -TOP): 112-4,2.51, ()4-4,2.5). [J7-4. 2). 4: 2-0 7-4-3 12-6 17-7-13- 25-0 7-4-3 5-1-13 5-1-13 7-4-3 6X8 3X4 6X8 2 3 4 7-4-3 12-6 17-7-13 25-0 7-4-3 5-1-13 5-1-13 7-4-3 16 5 L. HL TO PK: B-2-9- R . HLTO TO PK : 6-2-9 LEFT HEIGHT:0-4-2 SPAN: 25-0; RISE: '4-4-2 RIGHT HEIGHT:0-4-2.,., LOADING (PSF) MAX STRESSES MINIMUM GRADE OF'LUMBER PLATES:M20-165,142 L• D TOP. 1-2-0:469 TOP CHORD:2X4 No.i6Btr GR DF -L TOP 16 10BOTTI. 5-60:381 BOT'CHORO:2X4 No.16Btr GR OF -L BOTT -0 _E) LL! OEFL'.'@7•Q0:07 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB 1.25 PLATE - 1`.25 SPACING:24.0 in o.c. UBC -ICBG, TPI -91. REPETITIVE STRESSES-NOT,USED NO. OF MEMBERS 2 DEFLECTION (IN.) 'L.L- 0.07, D.L-,O.07, T..L-0.14 , REACTIONS, SIZE: 1--2160.3.60 5--2024.3-.50 FORCES - LOAD CASE /1 TOP CHORD:, `1-2--3686, -,2-3--3880, 3-4--3880, 4-5--3686, BOTTOM CHORD: 5-6- 3274, 6-7- 3274. 7-B- 3274, B-1- 3274,` WEBS:'. 278-. 247, 2-7- 748, 3-7=-670,1 4-7- 748, � 4-6- 247, LOADING STRESS INCREASE LOADING PANEL (PLF); / .JOINTS (LBS) LUMBER PLATE TYPE 1 •1.25 1.25 UNIFORM .1- 2- 52 2-'4- 130 4-5- 52 5- 1- 40 CONCENTRATED 2-:t4B6 4- 486 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHSA. ANO 1 ROW(S) OF .131x3 in. NAILS 12 in, o.c(BOTT. CHS.) For Webs use .1 ROW of NAILS 12 in' o.c. TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD V CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY_ SHEATHED. LATERAL JUN 07 2000 BRAM CING•OF WEB MEMBERS, WHERE REQUIRED, ARE AS-SHOWN.ABOVE. FOR �` gt� ��g�p( ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS '� �if,;l..ilNG ®SPAR TMa- 6 REQ 'D) REFER TO TPI PUBLICATION HIB -9'I BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATION.' ^ PPRwg�p�'j V En, r_ . i ®, IVARNING'- Vi rfe, design purgnrefers.iind READ NOTES,ON THISANDND, REVERSE .SIDF..BEFORE • USE u _ i Design valid for useonly with MITek•conneclors'This design Is based only upon parameters shown and is for an individual - building component lo, be Installed and loaded vertically. Apphcabildyofdesign parameters and proper incorporation of - ��� _, f•' ;�?' `)=�'�•J component Is responsibility of building designer',- not truss designer. Bracing shown is for lateral support of individual web members only Additional temporary bracing`to`in`suro's abiyity'during construco'is tiothe responsibility of the erector' DA t Addilronal permane�'nt bracing of the overall structure is Ihe-respon �ibllily of Itis bu ding designer. For general guidance. `�� OSB - regarding fabnoai'fon; quality control, storage; delivery ereclian and tiracing; cansull OST48 Oualit Standard, DSB- aa�. ,-. _ . , s - .. y_ ,�y� r i C-�� `rte 89 Bracing Specilleation and HIB -91 Handling Inslallalloln and Bracing Recommendatlo'n_ available from Truss, �5 s1,e r : Plaate.lnslituta Sii'D 6ofrlo Dh e, 6Aadlson. WI 53719y - es, �In _ _ � �MTek Industrl � c. 1. .Custo-mer : PALMER-ENDEAVOR '• 032 56743 I Wed Jun 7 10:48:54 2000 'Project 0: 67PAL Truss ID H1 Family k 324 Span 25-0 Ouantity 1 Top Pitch : 6/12 ACES -32 Ver,2.0, B10 (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): 1)2-4.2.5). 1)4-4.2.51. 117-4.2). .2-0 7-4-3 12-6 17-7-13 , 25-0 7-4-3 5-1-13 5-1-13 7-4-3 I—A, TvO.l 3; 7-4-3 12-6 17-7-13 25-0 7-4-3 5-1-13 5-1-13 7-4-3 ;5 s L. HL, TO PK:•B-2-9 R. HL TO PK :8-2-9 LEFT HEIGHT:O=4-2 SPAN:25-O' RISE: 5-4-2 RIGHT HEIGHT:0-4-2 LOAO_ING (PSF)"" --MAX STRESSES MINIMUM'GRADE OF LUMBER PL'ATES:M20-165,142 L _ , .. D TOP 1-2-0 .574 TOP, CHORD: 2X4 'No . 16Btr GR OF -L TOP 16 10 BOTT_ 8-10.392 BOT 'CHORD: 2X4 No.16Btr GR DF -L BOTT• 1O •. 6 '. L'L OEFL.@7-0.05 < L/360 WEBS :2X4 'STANDARD GR OF -L STR.INC.: LUMB-�'i-.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES•USEO' NO."OF MEMBERS o 1 DEFLECTION (IN.) I L.L 0..05, D.L-0:05, T.L-0.10 REACTIONS, SIZE:'11 .7976,3.50,5;--840.3.50 UPLIFTS (LBS):,` , FORCES LOAD.CASE../1 TOP CHOROi ]-2 1296, 2-3-.1394, 3-4--1394, 4-5--1296, BOTTOM.CHORO:`516-?1151, 6=7 1151, 7-8 1151, 8-1- 1151.' WEBS:, 2;Br 99„. 2,-7- 299, 3-7=-26B.- 4-7- 299, .4-6- 99, TRUSS HAS BEEN -CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24” O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY. BRACED @ 10'0-0.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED. ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND. TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER•TO TPi PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND, RECOMMENDATION.,.• 1 1 �° JUN 0 7 2000 AL . vRUFE_ A ,IVARNIN6,=-Ve rife desr4n parameters trhd,READ,NOTES,ON THIS i1ND REIVF,R.SF. SIDE BEFORE'USF_ Design vaIid for`use only with MITek connectors:.This design Is based only upon -parameters shown, and Is for an Individual building component tto a installed and loadedweriically.''Applicabiiityol design;parameters.and properancorporation of, ; , component is re�sponsibllliity of Ijuiyding deskgne�r. not Iruss_destgner. Bracing shown Is for lateral supportbf Individual web members onl Additional lem ora bracin to Insure stabilil "durin -construction Is the`res onsibbilit of'the erecloc 1M , Y D- N, 9 Y 9 P Y; Additional perrmane;rb acing of the overall struc'tu`re ls"Ine respori 16ility'o11Ae building designer For general guidance , rogarding latiricalio _quality control'slorage dotive-r erection, and -bracing, consult 057,88 Ouallly Standard, DSB , 89 Bracing,SpBcifictatlon and HIB,91 Handll�g Inslallallon. and Bracing Recommendation availatile Irom Truss, • M1,r Plele Institutel589 D Onolrlo Orive Madlson�W157719 .MTek� Inilush)es;lnt., _,. , + « ' • I C 03256739 ) Customer-: PALMER—ENDEAVOR Wed Jun 7 10:48:31 2000 Project 0: 67PAL Truss ID B Family # 105 Span 25-0 Quantity 2 Top Pitch 6/12 kCES-32 'Ver.2.0. B1a (4/6/1999) TROJAI PLATE OFFSETS (X -LEFT, Y -TOP): j)7-4, 2). 3; ,2-0 6-3-11 12-6 18-8-5 25-0 ,2-0 6-3-11 6-2-5 6-2-5 6-3-11 4) 4 6-3-11 12-6 18-8-5 - .25-0 6n3 11 672-5 6-2-5 6-3-11 J5 L. HL TO PK:•13-11-11 R.-. HL TO PK, 13-11-11 _ LEFT "HEIGHT: 0—,4-2, ;-SPANC`125-0 RISE: 6-7-2., ja• ,RIGHT .HEIGHT: 0-4-2 LOAOING - •(PSF)-.MAX-STRESSES MINIMUM=GRAOE!OF; LUMBER PLATES: M20-165, 142 ..TOP. —.172-01.298 TOP CHORD: 2X4 ` .' No..168tr. GR OF—L TOP 16 10 BOTT 6-70'389 BOT .CHORD:.2X4, No . 16Btr • GR OF—L BOTT __O. 8 SLL . DEFL : @7�0 04 . <• L/360 WEBS .:'2X4 STANDARD GR ,OF—L STR.INC "•LUMB i:25_�PL'ATE1-.25 SPACING: 24.0in o.c. 'UBC-IC80,+TPI-91 REPETITIVE.STRESSES"USED r - NO. 'OF MEMBERS --1, DEFLECTION (IN.) L.L-6' 0:04, D:L-0:05, T.L 0 09) r REACTIONS:SIZEi 1-=976, 3.50~ 5=-976.•3.50 t UPLIFTS -(LBS): - v FORCES --s LOAD, CASEril TOP;CHORD:� 'I-2 .1373: 2-3-`923'',` 3 4 923 4=5--1373, ' ' BOTTOM ,CHORD:e 5 16 :1219, ' 6'7-X1219, -7- 8 ' 1219 • B-1= 1219, f ',HEBS:< 2-8-, J99, " 2-7=_--442, 3-7 504, 4-7=-442• ' 4-6= 99, TRUSS HAS BEEN'CHECKED FORr10:PSDNON-CONCURRENT LIVE LOAD'AND 8.00 PSF+DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24- 6C UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY, BRACED.@ 10-0:0. C.- UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED; AREAS SHOWN ABOVE. FOR ADDITIONAL*PERMANENT AND TEMPORARY, BRACING (WHICH IS ALW_ AYS 4 REQ'D) REFER TO TPI PUBLICATION HIB 9I BRACING WOOD TRUSSES "1 r COMMENTARY AND RECOMMENDATION }S ; - c ,JUN Q 7 2000 !�. "f -'�' ,, .` err • • � �Y�■�•� � ', Y a,'' 4 <' r '• � r- .6J�f h ®® I.r-� - � fES d• 't3 ti' A OVE ®' lYr1 RNINGG;,Vr r rjt rlrriAn pqrafii r4 -iRnel READ NOTES ON THIS AND.R.EVERSC SIDE BEFORE U_Sf ' Design valid for use only wuh M{7ak connectors.,This design`Is based only upon parameters shown and is for an individual :;;� a• .budding component fo be installed and loaded vertically. AppltcaDibty ol_design parameters and proper incorporalion.of '_ •'F 1 -.i" ' componenl is responsiDilit�af building designer -not lruss_designer.,Bracing shown is loflateral support of individual v va 1 „S, .'rwatn-.ry-br ..ng to..-.. I-'�.6.,r a e -i -s th; r..� - s+. -.r'- 1 .�.� el:Nf`� !`•sk�,'. ,4 � � �'i..r f� � 15 �; i • � r web membersFo�lyAddliohal temporary bracing to insure stability during construction is the responsibility of th erector.,,�^v- . rf uw•re, .a-- 4 !,� :'_ - Additional. permanent bracing of the overall structure lslhe responsibility al the building designer Forg'eneral guidarice b :. ti'" d -.r g\ ! y •a ?ogarding fatidcatlo quality control.storage delivery' erection, erid b acing cdrisull OST -8B Oualliy'Slariderd, DSB- c .' k it ] �r 89 8iaciny Speclll�etlon end H18.91 Handling Inataltatlon and Bracing Recommendetlon available Irom Trusa -�, t, } '�� +r Plata Institute 583 O Onolrlo Drive, Madison' WI 53719�'F, ? '" • cr �fi, i+ ' :� �"� '�'� ;''•=*s, - -. ,.. •�.,.;:;,�i . � ,'s� z - � I r � r -, -: fM1Tek Industries, In�,n. - - _�._.. £ �.+.�Sra''e+�..,,r...s...%a...'Lv.,..a..t-..r.....f.1. +h. ..r3. S�t.i �-. ta...::.w �r4..r..-..- -�,• �: ..,,ti. .�L..+ � . �.T'.. �,. ;)�.�r �,. �� r� Y mny . +... f+ ��' �!. _��� ���1�$�'� "s"'•� ,:4'' vr� •Z2-+�'w.+}... � : ,"�+. r.��..�. ��c. car:^^�r,.� -Y� 03256751 Custotper PALMER-ENDEAVOR Wed Jun 7 10. 50: 06 2000 -Project 67PAL Truss ID G2 Family # 110 Span 25-0 Quantity 2 Top Pitch 6/12 ACES -32 Vnr.2.0.81C(4/6/1999) TROJAN PLATE OFFSETS (X -LEFT, Y -TOP): 0.5, 21. ()4-4. 1.5), 05-3, 21. Ij6-3, 21, ()8-6, 1.5), lig-4.41. () 10.8. 61. I) 11-6, 41, BOTT CHORD SPLICES:.9-10-7XB: ,2-0 4-7-5 8-1-8 12-6 16-10-8 20-4-11 25-0 4-7-5 3-6-3 4=4-8 4-4-8 3-6-2 4-7-5 8X8 4 SX8 .- 5X8 y 5 4X5 r 2 4X7+10X10 I' ' /f 4X7 6 10X10+5X8 1 1 7 V 3X9 10X10 12X12 18X10 319 2X3 WEDGE 2X3 WEDGE 4-7-5 8-1-8 12-6. 16-10-8 20-4-11 25-0 4-7-5 3-6-3 4=4-8' 4-4-8 3-6-2 4-7-5 L. HL'TO.PK:-,13__AI-11 R.- HL TO PK 13-11-11 LEFT HEIGHT:+0-4-2 SRAN:'25-0 RISE: 6-7-2 RIGHT HEIGHT: 0-4-2` LOADING `(PSF-) MAX STRESSES i' MINIMUM GRADE OF LUMBER PLATES: M20-165,_;1-42. L,✓ O TOP, 6-7-0.950„ TOP CHORD:2X4 No.166tr GR OF -L TOP 16• 10. BOTT, B-9-0:847 BOT CHORD:2XB SS GR OF -L BOTT Of a LL. -0.23 < L'/360'WEBS -•:•2X4 STANDARD GR OF -L STR.-INC.*. "<CUMB 1.25 PLATE _ 1.'25 SPACING:'24,0'in o.c. UBC-IC6O.'-f0two; REPETITIVE STRESSES NOT -USED-, NO. OF MEMBERS - 2 6 DEFLECTION(IN ) LiL--10.23 D.L-0 26 T:L-0:49 _ WEB:; 3711;, 4 ,10: j 5-9,70 BE 2X4 , No'f6Btr. GR DF -L, REACTIONS, SIZE `1� 7882; 5.50 7-.-1054.9..5.63,, ` FORCES,- LOAD CASE #I- .F rt TOP- CHORD 1Z2=-17043, 2-3--'16758 3-4;a-12662. 4-5-712062, '.5-6=-16193, 6-7--19517„ BOTTOM ;CHORD:,,•7-8�,17466, 8-9= 17466,, 9=10-'14484, 10-11=)14989.1 11-12-.15256, 12-1- 15256, - a WEBS:]* 2112-363, 2-11--3151- 3-117 5676, - 3=10--5651, 4-10- 10561, 5-10--4971, 5-9- 4967, 69 3512. 6-8- 3114 - LOADING ,STRESS4INCREASE LOADING PANEL(PLF) / JOINTS (LBS) lhhh lr LUMBER :'PLATE TYPE I. 1'257, 1-'.25 UNIFORM 1- 7 52 7-11-1790j 11: 1- 16 , CONCENTRATED 11--;3755 2 MEMBERS NAILEDATOG. H/1 ROW (S) OF .137x3 in.:NA_ILS 12 1n:'o.c':;(TOP CHS.). AND 2 ROW (S) OF .131x3 1n. NAILS For.Webs use ,f .ROW 'of+NAILS f2 Sn:-o:c. y '�''"j� W - ”, cow.,1�1�4 TOP CHORD BRACING ;@ 24'; O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD , CONTINUOUSLY BRACED,® 10'0"O.C. UNLESS -RIS IDLY SHEATHED LATERAL) 3 ���*Pt1A1'. , R QfE�! '. BRACING76F WEB EMBERS, WHERE REQUIRED, ARE AS SHOWN.ABOVE FOR; "�i WNG R/9� f 1 'ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS:) Q _ M 7 +REQ 'D) REFER TO TPI PUBLICATION H[391 BRACING WOOD TRUSSES+1 ���0 NO COMMENTARY AND RECOMMENDATION -+s �' r - � ., _...2..' .•.... 4>.' A �...-+.. �.,... -`' P� . 9 • ffiiii44�� 1117►- � /. Z� t ' � I® 1141RN/NC° Vurj) di sign pnriareiers ant/ READ 'NOTES ON TIIIS'ANp REVERSE SIDE BF.f 0/fF (/5'F, 0n� I ..k At ..r e' A e i � t• a- 1 -+Y a f � ' ' � �. . � Y+ )- ( Design valid for use only with MITek connectors. This design is based only upon parameters shown and is loran indwidual r ' - -_w S+� ;.buildmg•co poen be;i stalled and loaded ver ically. Apphcabllity of esign parameters,and properrncoiporartion'o , • , . _ + ,, `.., •r - . j + componanl IS,rospon IDihly al building designer - not truss'deslgner:Bracing shown Is for lateral support of Individual t weD members onnlyTAddItt one1 temporary�bracing.to�insursta'D-llity7ouring constrruebonj the rewsponsiD�itjbi the erector •-4=�� ii,, , - '` "' -��• F + .'+' •(')\��'� - .+T �AddWonalpermanenl Draang ol.tha overall stiuclure is the responsibility of the buildingdesigner. For general guidance _ '•+ � ��••i�� 1i- =�� ' 1 regarding Iatiricatlonqusal�ily iontrol'st ro ege�Eel v+ ery"e`-re gon�a d b/acing consult QST -80 Ouellty Ste dards DSB� ,• +'^ - `�'""^y ^"�. �" •.tr 1 ^ -- :.:...-,o-w *:-:c -. 7„c ,,.—_f. _..',+�-ar-t-•re:*e.<t;+,r�^'.7ee--,w_ � ��.Pv;�...: �.�L - (�.B9 Bracing Spacllieatlon�and HIB -91 Handling Instellatlon_ and Bracing Roeommendallon avallabl om Truss • � .,,� � ,- . - _ _. x 0. } '��r� ;., (t e r P to Inatltu'ta 58�µ' 30'0 filo Drl e; Medlson,; WI 53719 �'rt �`"- �'''"�y` "'� �°�,;�•"- ` �' '� ,+ '- r,rL.ati+..t�,rx •+4�•..r _ _ •°*i. " .�- y`� .�.2r',i � i;;� �� il'r -`.{. ,�M�Tek Inciustrl�� IfIC j S o ", ,•. ,. r:� ss, a • A {{- v,s ,.+t. ,ir � .w.w+ .fie-,+....-,a,.-F.+ .'.....'.t Xi., -,"4 +, a , ra .� •'1*"':TJY. a`.•+6c-_r. . � ..a--...-�+.. r...?: .. :s. .r r .�'�r � ..-. � "'.�i...'e"f �°;'.ai .^�•� t5`:"_��'.�"`] �''�,�` •,,,r -m••+ M-.rsr�+R•;-�s.i w �x, .7.-�. .-r..--•yl t,lX. Customer : PALMER—ENDEAVOR.( AL03256752MER—ENDEAVOR Wed Jun 7 10:50:14 2000 -Project k: 67RAL Truss ID G1 Family # 110 Span 29-6 Quantity 3 Top Pitch 6/12 ACES -32 V•er.2.0, BIC (4/6/1999) - TROJAN PLATE OFFSETS (X -LEFT, Y -TOP): ()3-5.21, ()4-3.2). ()5-3, 21. [)B-5. 1.51, (i9.5, 21, [) iO.5, 51, (111-6, 41, 4; 2-0 5-4-5 —1-8 14-9 19-6-3 24-1-11 29-6 5-4-5 -9-3 6-7-8 4-9-3 4-7-7 5-4-5 7X6 4 3X6 10X10 12X12 7X8 3X8 5-4-5 -1-8 14-9 19-6-3 24-1-11 29-6 5-4-5 -9-3 6-7-8 .4-9-3 4-7-7 5-4-5 7 7 L. HL TO PKE- 16-5— 1 4R . HL TO PK :16-5-14 LEFT HEIGHT:•0-4-2 SPAN: 29-6 RISE: 7-8-10 RIGHT HEIGHT: 0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142• L• D TOP 2-30.990 TOP CHORD:2X4 No.166tr.GR DF—L' TOP 16 10' BOTT 10-110.860 BOT CHORD:•2XB SS GR OF—L BOTT 0 e LL.DEFL.@10-0.22'< L/360 WEBS :2X4 'STANDARD GR DF—L STR. INC.: L'UMB o 1-25 PLATE - 1.25 SPACING 24.0 in cl c . UBC—ICSO, TPI=91 • REPETITIVE STRESSES NOT USED NO. OF MEMBERS — 3 DEFLECTION (IN.) L.L-� 0.22, D.L-0.24, T.L-0.46 WEB: 4-10 TO SE,2X4r No.16Btr GR DF -L REACTIONS, SIZE: 1 t.9B12, 5.50 7-;124]0, 5.50 ' FORCES. --LOAD CASE 01 TOP CHORD: 1-2--21307. 2-3--21085, 3-4--14105, 4-5--14105, 5-6--18608, 6-7--22986, BOTTOM CHORD:• 7-8'20574, 8-9- 20574, 9-10- 16643, 30-11- 18859, 11-12- 19071, 12-1-..19071, WEBS:' 2-127'63. 2-11=-289, 3-11- 6588, 3-10--7262, 4-10- 12320,, 5-10--5755, 5-9= 5881. 6-9-=4492, 6-8-! 3850. LOADING STRESS'INCREASE LOADING PANEL(PLF) / JOINTS(LBS) .LUMBER 'PLATE TYPE 1 1.25 1.25, UNIFORM 1- 7- 52 7-11- 790 11- 1- 16 CONCENTRATED 11- 3755 ) . 3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 3 R ;LS 5 in. o.c(BOTT. CH!I,1 For Webs use 1 ROW ng NAILS 12 in. u.c. � JUN 0l 2000 For Websusecial hanger is recid. to tlist. bottom chorC concentrated load (s) to al lies. x TOP CHORD BRACING Id@ 24" O.C. UNLESS -RIGIDLY SHEATHED, BOTTOM CHORD y- MING DEPARTM CONTINUOUSLY BRACED® 10'0"O.C: UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED; ARE AS SHOWN ABOVE. FOR QRQFESSIp ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS O REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD,TRUSSES, A ov �� ��O NG COMMENTARY AND RECOMMENDATION. - t a(• p "y 49('ADNTES,ON THIS ANREVERSE SIDE BEFORE 11111 )rIesignparoictsanFGUSE t]:) Design valid for use only with MiTek connectors. This design is based only upon`parameters shown, and is.for an Individual building component to be installed and loadedyvertically: Applicability of design parameters and proper incorporation -ol componont is responsibility of building designer`= not truss designer. Bracing shown is )or lateral support of individual .". web membersonly Additional temporary bracing to irisure stability during construction is the responsibility of the erector. T. _ + Additional permanent bracing of the overall struclure is the' responsibility�ol the buil_dirig dasigner.'For general guidance - .;, ••.._- - y riiardin Iabrfcallod Y g Y 9 Y„ r4"`------� - 9 9_ qua control; Stora a deliver erection and bracin consul) 037.88 Quality Standard, DSB= 89 Bracing Speeilication; and HIB•91'Handting Installatlon And Bracing Recommendation available from Truss iPlate Ina)itula 83 5. D'Onofrlo.Orlve; Madison; WI 53719 - -' '- .. 4 `. MiTekInue dsfis c: ACES -32 Ver.2.0. B1cl(4/6/1999) PLATE OFFSETS 1X•LEFT,Y-TOP): 1)7.4,2), ,2-0 7-8-10 14-9 21-9-6 29-6 12-0 7-8-10 7-0-6 7-0-6 7-8-10 • 3; 4X4 3 X8 s TROJAN 7-8-10 14-9 03256744 7-8-10 7-0-6 7-0-6 7-8-10 Customer PALMER-ENDEAVOR Wed Jun 7 10:49:02 2000 Project M: 67PAL Truss ID C Family M 117 Span 29-6 Quantity e • Top Pitch i 5/12 Seat .Cut 0-5-8 Bot pitch 3/12 ACES -32 Ver.2.0. B1cl(4/6/1999) PLATE OFFSETS 1X•LEFT,Y-TOP): 1)7.4,2), ,2-0 7-8-10 14-9 21-9-6 29-6 12-0 7-8-10 7-0-6 7-0-6 7-8-10 • 3; 4X4 3 X8 s TROJAN 7-8-10 14-9 21-9-6 29-6 7-8-10 7-0-6 7-0-6 7-8-10 L. HL TO PK:16-5-14 INTERNAL RISE:3-6-14 R. HL TO PK :16-5-14 LEFT HEIGHT:0-4-2 SPAN: -29-6 RISE:7-8-10 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-,0:932 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 6-7-0.640 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL-.@70.20 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMS - 1.25 PLATE -1.25 SPACING 24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS o 1 DEFLECTION (IN.) L.L- 0.20, D.L-0.23, T.L-0.43 'It REACTIONS. SIZE: 1--1123,5.50 5--1123.5.;o UPLIFTS (LBS): FORCES - LOAD CASE /1 TOP CHORD: 1-2--2984, 2-3--2093, 3-4-,-2093, 4-5-'-2984, BOTTOM CHORD: 5-6- 2725. 6-7- 2730, 7-8- 2730, 8-1- 2725, WEBS: 2-8- 96. 2-7=-777, 3-7- 1506, 4-7--777, 4-6- 96, NOTE: PROVIDE FOR 0.31 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD _ANO 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 15-B. UBC -94 TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORDBRACED @ ATHED. LATERAL 'O-O.C.OWHERE SHOWN (. JU E BRACING OFSLY WEB MEMBERS, REQUNLESS UIRED.RED. ARE AS ABOVE OR 1 Gistw ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS ' " O 2000 0 00 JUN un $31sV� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES , J E� 9 V COMMENTARY AND RECOMMENDATION. iJ iJ���f1 QROFE GOF APPROVE . a z) ® l(51 RN/NG Vi drsi,gq RFAD NOTES ON'f t - rift pur«nu rr rs,« ru( ll.S AND REVERSE. SIDf•. BEFORE USE r •�• ( - Design valid for use only with MiTek connectors. This design is basil only upon parameters shown, and is for an individual _ building component to be installed and loaded verlically Appttcabiliiy of design parameters and proper Incorporation of (.iar��- component is responsibility of building designer,- not truss designer. Bracing show Yis.for literal support of individual web members only. Additional temporary bracing to Insure-stebilit Burin constTuclion Is the responsibility of the -erector. Y P Y 9 Y 9 D Y TM \�i ){ Additional permanent bracing of the overall structure is the responsibilily at the'bullding designer. For general guidance ��LI(•f)C --� -- rogarding fabrication, quality cohirol; storage;�.dellvery� erection, and biacmg`consuft OST -88 Quality Standard, DSB- M1 �•� - 89,Bracing Spe$'ificalion and -HIB -91 Handling Installation and Biaciag Recommendation -available from Truss - _ Plate Institute,581b'Onolrlo Drive, Madison}WI53719, M(Tek Iii Iesj lhc. ({USff ' ACES -32 Ver.2.0. Bld (4/6/1999) PLATE OFFSETS (X -LEFT. Y -TOP): (j7-3, 21. 3 ,2-0 7-8-10 .14-9_ 21-9-6 1 29-6 ,2-0 , 7-8-10 7-0-6 7-0-6 7-8-10 4X4 3 �X5 s TROJAN 7-8-10 14-9 21-9-6 03256745 7-8-10 7-0-6 7-0-6 7-8-10 Custpmer : PALMER-ENDEAVOR Wed Jun 7 10:49:09 2000 Project 67PAL Truss ID Cl Family k 117 Span 29-6 Ouantity i Top Pitch 6/12 Seat cut 0-5-6 Bot pitch 3/12 ACES -32 Ver.2.0. Bld (4/6/1999) PLATE OFFSETS (X -LEFT. Y -TOP): (j7-3, 21. 3 ,2-0 7-8-10 .14-9_ 21-9-6 1 29-6 ,2-0 , 7-8-10 7-0-6 7-0-6 7-8-10 4X4 3 �X5 s TROJAN 7-8-10 14-9 21-9-6 29-6 , 7-8-10 7-0-6 7-0-6 7-8-10 L. HL: TO PK:16-5-14 INTERNAL RISE:3-6-14 R. HL TO PK :16-5-14 LEFT HEIGHT: 0-4-2 _ SPAN: -29-6 RISE: 7-8-10 RIGHT HEIGHT: 0-4-2 LOADING (PSF) MAX,STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O S LL.DEFL.@0-0.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE o 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED_• NO. OF MEMBERS v 1 DEFLECTION (IN.) L.L- 0.00, O.L-0.00, T.L-0.00 NOTES: (f) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in'accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord' (4)-Provide,iX4 plates at•each,end of gable stud unless`otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ') REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. t I -I E COLHFIV JUN 0 7 2000 SIO . r `L O. ' O.!f `a w 19919 ® WARNING - ll r ift• des. qn parameters and READ NOTES ON THIS AND.- VERSE'SIDE BEFORE USE ti t Design valid for use only wuh MITek connectors. This design is based only upon parameters shown, and is for an Individual /J building component to be installed and loaded_venically�Applicability of design parameters and proper Incorporation of . - \\ r� �.. op, I it / component Is responsibility of tiullding designer =not truss designer: 8'racing sown Is for laleial support of Individual � .-� �• web members only Additional temporary bracing tonsure stability stabilityrduring construction Is the responsibility of the erector. ter_ p, tike,. _`l•%} (� I��,1,i �C/• " Additional peimanent_bracing of the overall structure Is the responsibility of the building designer. For general guidance r`hM•yoy„""` regarding fahricali n,;quality control, storage,"delweryerection, and br cing, consult OST -88 Ouallty Standard DSB-; 89 Bracing Sp aclflcation,`and HIB -91 Installatlo_n and Bracl_ng Recommendation available from: Truss' Plate Institute, 583 D'Onofrio Drive, Madison,' W153719. MIT@IC WdUSlri@S, Inc. -- .Customer : PALMER-ENDEAVOR " 03256746 Wed Jun 7 10.49:18 2000 ,Project 0: 67RAL Truss ID HGC Family # 324 Span 45-1 Quantity 2 - Top Pitch : 6/12 ACES -32 Ver. R.0, 510 14/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): ()1.4, 41, (j3-5. 31. (16-3, 51, 08-5, 3), ()13-3, 21. 1116-4, 21. BOTT CHORO SPLICES: 13-14-5XSOW/B:15-15-5X10W/B: 7 .45-1 -3-1 -11-3 13-2-2 19-3-6 25-4-10 1 31-5-14 1 37-8-13al-4-lfI -3-1 -8-1 6-3 6-1-4 6-1-4 6-174 6-3 -8-1', -8-1 10X10 4X5 4X5 7X6 4X5 10X10 3 4 5 6 7 8 4X5 _„ 4X5 18 17 16 15 14 13 12 11 W 3X4 4X5 4X7 4X5 4X9 4X7 4X5 3X4 0 2X4 WEDGE 2X3 WEDGE 45-1 -3-1 -11-3 -13-2-2 19-3-6 25-4-10 31-5-14 37-8-13 1-4-1 -3-1 -8-1 6-3 6-1-4 6-1-4 6-1-4 6-3 -8-1 -8-1 I HOJAN L. HL TO PK: 7-9 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .!31x3 in..NAILS 12 1n: o.c.(TOP CHS.),,AND For Nebs use -] ROW of NAILS 12•1n o.c. ] ROW(S) OF .131x�3j in. NAILS 12•in. o.c(BOTT. CHS.) - Y'a' QING DE R. HL TO PK : 8-2-9 LEFT HEIGHT:0-6-10 MEMBERS; WHERE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY:BRACING SPAN: 45-1 RISE:4-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER- - I PLATES: M20-165,1422 L D TOP' 6-70.502 TOP CHORD: 2X4 No.16Btr GR OF -L TOP 16 10 BOTT 14-15-0.911 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL. DEFL'.@140.41 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES NOT USED NO. OF MEMBERS o 2 DEFLECTION (IN.) L.L-. 0.41, D.L-0:46, T.L-0.87 CHORD: 3-4; 4-5:- 5-6; 677. 7-8 TO BE 2X6 N0.2 GR OF -L REACT IONS. SIZE: 1=-3756, 5.50 10-3724, 5.50 FORCES - LOAD CASE 01'_ TOP CHORD: 1-2--6884, 2-3--6969: 3-4--9990, 4-5--11787, 5-6--11845, 6-7--11845, 7-8--10165. 8-9=-7294, 9-10-=,7475. BOTTOM CHORD: 10-11- 6570. 11-12 6570, 12-13- 6524• 13-14- 10165, 14-15- 11787. 15-16- 9989• 16-17- 6234, 17-18- 5857, 18-1-"5857, WEBS: 2-18- 134,• 2-17-.422, .3-17- 7, 3-16- 4367, 4-16--1981, 4-15-.2093, 5-15--828, 5-14- 68., 6714==793. 7-14 1957, 7-13--1913. 8-13- 4234,: • 8-12- 222, 9-12=-52. 9-11- 142. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 52 3- 8- 130 8-10- 52 10- 1- 40 CONCENTRATED 3- 486 B- 486 TCEW 10 U N. 07 2000 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .!31x3 in..NAILS 12 1n: o.c.(TOP CHS.),,AND For Nebs use -] ROW of NAILS 12•1n o.c. ] ROW(S) OF .131x�3j in. NAILS 12•in. o.c(BOTT. CHS.) - Y'a' QING DE TOP CHORD K�aLj� ra BRACING @ 24- O.C. UNLESS RIG IDLY. SHEATHED, BOTTOM CHORD, CONTINUOUSLY BRACED Q 10:0"O.C: UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF.WEH REQUIRED,'ARE a R MEMBERS; WHERE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY:BRACING ! •' (WHICH IS ALWAYS! D) REFER TOTPI PUBL CATI 9 = - - wF - N1 DI FQIQ�N{�NJ�f1TiSAP}ti rs,nnd REA15�NOTES�ON WIS AND REVERSE SIDE BEFORE USE - Design valid for use only with MITek connectors: This design is based only upon parameters shown; and is for an Individual - ry ' I;" . building component to be.installed and loadetl'veitrcally Applicabili y'of:design paiameters and proper incorporation of component is_rosponsibility of building designer= not t uss designer.Bracmg shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector.'. �1. _ l � : •� �� , Additional permanent bracing of the overall structure Is the responsibllily of the_building desigriei. For general guidance ro ardin IiCrricalion; quality control, store e; deliver erection' and bracin consult OST -88 Quality Standard, DS8- 9 9 v, 9 Y 9 Y. 9 - F .\ f t� C •� ( 89 Bracing SpBcllication and HIB -91 Handling Instelpetirin and Bra_cIng Recommerid'atlon available from�Truss Plate Instltute,�583.D'Onofrlo Drive, Madleon; WI 53719 - < �'�" * _ MTek 6sitrlei,firric., 03256747 Customer PALMER-ENDEAVOR Wed •Jun 7 10: 49: 27 2000 Project 67PAL Truss ID HC Family # 324 'Span 4570-8 Ouantity 7 Top Pitch 6/12 ACES -32 Ver.2.O. 81a (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [)1-4,41. (j3-5.3). [is -3.31. (18-5.31. (J13-4.21. (JIB -4.21. F 4-2-9 8-10-11 14-4-1 19-7-11 24-11-5 30-2-15 35-8-5 1 40-4-7 45-0-8 4-2-9 4-8-1 5-5-6 5-3-.10 5-3-10. 5-3-10 5-5-6 4-8-1 4-8-1 7X10 3X4 3X4 5X6 3X4 7X10 3 4 5 6 7 8 '11LIhL! '41. 'BIN I 1 1 _d -i M m - 18 17 16 15 14 13 12 11 1X4 3X4 5X8 3X4 4X9 5X81 3X4 1X4 2X6 WEDGE 3 0 i nU� 4-2-9 8-10-11 14-4-1 19-7-11 24-11-5 30-2-15 35-8-5 40-4-7 45-0-8 4-2-9 4-8-1 5-5-6 5-3-10- 5-3-10 5-3-10 5-5-6 47.8-1 4-8-1 L. 'HL TO PK: 9- 11-4R . HL TO PK 10-5-7 LEFT HEIGHT:0-6-14 SPAN:45-0-8 RISE: 5-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRAOE.OF LUMBER PLATES:M20-165,142 L D TOP '6-7-0.457 TOP CHORD: 2X4 No . 16Btr GR OF -L TOP16 10 BOTT:14-15-0.559 BOT CHORD: 2X4 No.i&Btr GR DF -L BOTT O . B_ LL.DEFL.@14m0.24 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB'- 1.25 PLATE - 1.25 .SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS o 1 DEFLECTION (IN.) L.L- 0.24, D.L-0.27, T.L-0.51 REACTIONS, SIZE: 1--1516, 5.50 10--1516.5.50 UPLIFTS , (LBS) : ' FORCES - LOAD CASE /1 TOP, CHORD:' 1-2--2701, 2-3--2507, 3-4--3095, 4-5--3517, 5-6--3534, 6-7--3534, 7-8--3147, B-9=-2606, 9-10--2901,' BOTTOM CHORD: 10-17- 2560, 11=12� '2560, 12-13. 2328, 13-14 3147, 14=15- 3517, 15-16-3095, 16-17- 2239, 17718-i 2322, SB -1- 2322. WEBS: 2-18- 69, 2-17--93, 3-17- 123, 3-16- 1132, '4-16--656. 4-15- 565, 5-15--291, 5-14- 23 6-14--276, 7-14- 519, 7-13--625, 8-13- 1085, 8-12- 199, 9-12--260, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING Q 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10.0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL f"A 1f, J U N. D 1 2000 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR j�i7 @ [ , ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ -D) REFER TO TPI PUBLICATION HIB-91BRACING WOOD TRUSSES �E0l1 I I1>r o � D OFE +SI COMMENTARY AND RECOMMENDATION. , oIK "C, IRO ® WARNING - Verify design lrrrranc Errs and READ NOTF-S.ON THIS AND'REVERSE .SIDE BEFORE UJE Ertl' Design valid,lor use only with Mk connectors: This design is based only upon parameters shown and is for an indrvfdual -- (- building compITe onent to be Installed and loaded benmally Apphicabiluy of design paramets grid proper incorporation of component Is responsibility of building deslgnei.- Dol truss designer. -Bracing shown is for lateral suppoAof Indiyldual - - ��I r' �•,,�� 1 �II�„/'�Q' web members only. Additional temporary bracing to insuyd st`a ldy during consliuctlon is the responsibility of the aieac or �� a, • . fir( UF; ' `rr(�+� �' {' Additional permanent bracing of the overall structure is tpe`responsibility of the building designee For general guidance regarding fabrication. Quality control, storage dollvory erectlon and -bracing consult OST 88 Ou8111y Standard"DSLB-1 '.�i:IMIw:. •rn. 89 Brading Spiuificatlon, and HIB -91 Flandling Installation end Braiing Recommendatlo_n available'Irom Truss. Plate Inslitute, 583'D'Onofrio Drive, Madison; WI 53719, - '- e ' +•s y MTek Industries, inc 03256749 Customer : PALMER-ENDEAVOR Wed Jun 7 10:49:47 2000 ProjDct 0: 67PAL Truss IO AC Family N 314 Span. 45-0-8 Ouantity 3 Top Pitch 6/12 ACES-32•Ver.2.0, 61cl(4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): 1) 1-4. 41, (j4-5, 21, ()6-5, 21. 1)B-3, 31, ()12-3, 2), ()14-3, 21. 7: 5-6-8 , 11-6-8 17-6-8 ,22-3-8 ,27-0-8 33-0-8 39-0-8 45-0-8 .2-Q 5-6-8 6-0 6-0 4-9 4-9 6-0 6-0 6-0 5X10 1X4 5X10 4 S 6 - 1X4 3X4 5X6 4X9 5X6 3X4 1X4 2X6 WEDGE B 9 TROJAN 5-6-8 1 11-6-8 1 17-6-8 22-3-8 27-0-8 33-0-8 39-0-8 45-0-8 5-6-8 6-0 6-0 4-9 r. 4-9 6-0 6-0 6-0 L. HL TO PK: 19-7-6 R. HL TO PK 20-1-13 LEFT HEIGHT: 0-6714 SPAN:45-0-8 RISE:9-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX -STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D• TOP' B-9-0.361 TOP CHORD:2X4- No.16Btr GR DF -L TOP 16 10 BOTT 10-110.508 BOT CHORD:2X4; No.16Btr GR OF -L BOTT 0 8 LL'.DEFL.@120.13 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB a 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS o 1 DEFLECTION (IN.) L.L- 0.13, D.L-0.15, T.L-0.28 REACTIONS, SIZE: 1--1516.5.50 9--1652,5:50 UPLIFTS (LBS):, FORCES - LOAD CASE.01 TOPCHORD:.` 1-2-=2693, 2-3-=2372, -3-4--1985, 4-5--1867, 5-6-=1867,6-7--2004., 7-8--2434, - - - •8-9= 2837, - BOTTOM CHORD: 97:10= 2571, 10-11=.2511, 11-12- 2177, 12-13- 1790,. 13-,14= 1774, 14-15- 2121, 15-16- 2339, 16-f->2339. . , • .WEBS: 2-,16-"91, 2-15--244, 3-15- 206, 3-14--493, 4-14- 435,. 4=13- 200, 5-13--247, 6;13- 165, 6-12- 475, 7=127-548, 7-11- 265, •8-11--375, 8-10- 94, WEB 3-14; 5-13;.7-12.BRACEO at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or'2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same.size and grade as web conn• to narrow face w/lOd nails 6 in, o.( TRUSS HAS.BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 116-B, JUN N 07 2000 CONTINUOUSLY ,BRACED@ 10'0"O.C.,UNLESS RIGIDLY SHEATHED.',LATERAL BRACING �d F nE 4 I� OF WEB MEMBERS. WHERE REQUIRED. ARE AS SHOWN ABOVE. FOR stab ADDITIONAL PERMANENT AND TEMPORARY, BRACING (WHICH IS ALWAYS REQ'D) REFER ,CRQf��r S�O TO TPI PUBLICATION HIB:9I BRACING WOOD TRUSSES DING DEPA COMMENTARY, AND RECOMMENDATION. Mil A (YARNING -.'Verify design parani(ters't�nd READ NOTES ON TFII.S AND RF_VFRSF.SIDE BEFORE USE Design valid for use only with MiTek connectors. This design 1; based only upon parameters'shown; and Is for an Individual building component to be insialted end loaded venrcally. Applicabrlily of_design parameters end p oper Incorporation of component Is responsibility of building designer = not trussudesrgnec Bracing shown is for lateral support of Individual web members only Additional lempoia'y bract g to Insure siabildy dZirini construction fs the responsibility Of the erector m Additional permanent biacmg of the overall struclure is the: responsibility r F of the building designeor general guidance / regarding labrication;'quahly conlrol; storage dellve*y, erection and bracing cons6irOST•88 Ouailty StandarclDSB-° 89 Braeing Spsellicatlon, end HIB 91,Handling Installation and 8_raOng Recommendation available Irom Tri ss- � _ Plate Institute; M D'Onolrlo Drive Madison -WI 537191 s. . :MiTek Industries,`Inc., 03256748 Customer, : PALMER-ENDEAVOR Wed Jun 7 10:49:37 2000 Project 67PAL Truss ID A Family tM 314 Span 45-6 Quantity 7 Top Pitch : 6/12 ACES -32 Ver.2.0,810(4/6/1999)TROJAN PLATE OFFSETS (x -LEFT, Y -TOP): ()2.3, 31. ()4-5, 21, ()6-5, 21, 1)8-3.31. ()12-3.21. ()14-3. 21. 2-0 6-0 12-0 18-0 122-9 127-6 33-6 39-6 45-6 ,2-0', 6-0 6-0 6-0 4-9 4-9 6-0 6-0 6-0 4; 5X10 1X4 5X10 4 5 6 , 1X4 3X4 5X6 4X9 5X6 3X4 1X4 6-0 12-0 1 18-0 22-9 27-6 1 33-6 39-6 45-6 6-0 6-0 6-0 4-9 4-9 6-0 6-0 6-0 3 9 L. HL TO PK: 20-1-8 R. HL TO PK :20-1-6 LEFT HEIGHT:0-4-2 SPAN:45-6 RISE:9-4-2 RIGHT HEIGHT:0-4=2 LOADING (PSF)MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-0.364 TOP CHORD:2X4 No.16Btr GR DF -L TOP 16 10 BOTT 15-16-0.511 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 8 LL.DEFL.@13-0.14 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:•24,0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES,USED NO. OF MEMBERS 1 DEFLECTION (IN.) L.L- 0.14, D.L-0. i6, T.L-0.29 REACTIONS, SIZE: 1--1667.5.50,9--1667.5.50 Y UPLIFTS ALBS): FORCES - LOAD CASE /1 TOP CHORD: 1-2--2870, 2-3--2468• 3-4--2038. 4-5--1905• 5-6--1905• 6-7--2038, 7-8--2468• 8-9--2870• BOTTOM CHORD: •9-10- 2541• i0-11- 2541. 11-12-.2207. 12-13- 1821, 13-14- 1821, 14-15- 2207, 15-16- 2541• 16-1--2541, WEBS: 2-16- 94, 2-15--374, 3-15- 265, 3-14--548, 4-14- 475• 4-13- 182, 5-13--247• 6-13- 182., 6-12- 475• 7-12-x548, 7-11-.265, 8-11--374, 8-10- 94, WEB 3-14:.5-13; 7-12 BRACED at 1/2 POINTS AS.SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn,w/2-Bd.nails.or T -brace of same size and grade as web conn, to narrow face w/10d nails 6 in, o.t TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND B.00 PSF DEAD LOAD TON BOTTOMCHORDC�,HORD PER TABLE 16-B. UBC -94 TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD X1 1 9r �f JUN 0 7 2000 CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRAC114G OF WEB MEWIERB6. COA OR xpaal NG ®EPiRTM ADDITIONAL PERMANENT ANDMORARANG (WHALWAYS REQ'D)REFER TO TPI PUBLICATION HI11-9I'BRACINGWOOD TRUSSES ` Q�pfESSfp�A COMMENTARY AND RECOMMENDATION.pONROV 'YF IV.1 RNING - Vc r rjt desisn paranii!ters and READ,NOTES.ON 17HIS AND REVERSE SIDE BEFORE. USE Design valid for use only with MITek conneclors. Thli'design is based only upogparameters shown, and is for an Individual building component to be Inslalle'd and loaded 4enc�ally. Applicability-ol_ designi parameters and proper incorporation of e component i5 responsibility ofbwlding des�igge { not truss"designerlBracmg shown is for lateral suppon'ol Individual J �.•+,. (� /I't f web members only: Additional lempora'j bracing to insure stebildiduring construction is the responsibility of the erector. - •�� 7M%r ;;�, 11 + „. ark\P io Additional permanent bracing of the overall'Structure is the responsibility of the building designer. For general guidance nrr calc - regarding Iab�icalion,.quality4cpmrol,"storage;. del ivoryejection; an -d b -racing; consult OST -68 Duality Standard, DSB- • ►..;,;;, Y �:n! , , -- . M1 89 BrecingSpeclllcation and HIB -91 Fiandling Installation and Bracing Recommeridatlon available Irom Truse - _ `t ^S J Plate Institute, 583 D'Onolrlo Drive; Madison; WI 53713 `� MITek IIId0tri'sf Inc'd— 771 03255750 Customer PALMER-ENDEAVOR Wed Jun 7 10:49:57 2000 Project k: 67PAL Truss ID HAT Family N 101 Span 7-7-10 Ouantity 10 Top Pitch : 6/12 ACES-32.Ver.2,0.B1a(4/6/1999) 3 0-11-3 3-9-13 7-7-10 0-11-3 3-9-13 3-9-13 4X4 2 1X4 X4 3 1 HU J A N 3-9-13. 7-7-10 3-9-13 3-9-13 L. HL TO PK: 4=3-3 R . , HL TO PK :4-3-3 LEFT HEIGHT:0-4-2 SPAN:7-7-10 RISE:2-3 - RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L O TOP 1-2-0.099 TOP CHORD:2X4 'No.i6Btr GR DF -L TOP 16 10 BOTT 3-4-0.106 BOT CHORO:2X4 No.16Btr GR OF -L BOTT 0 -6 LL.OEFL.@4-0.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25'PLATE - 1.25 SPACING 24.0'in o.C. UBC-ICSO,TPI=91 REPETITIVE�STRESSES USED NO. OF MEMBERS,- 1 DEFLECTION (IN.) L:L-.0.00, D.L-0.00, T.L-0.00 REACTIONS, SIZE: Y--307, 5.50 3--307.5.50 UPLIFTS (LBS): FORCES - LOAD -CASE 01 TOP CHORD: '11-2-256 . , 2-3--256 , BOTTOM CHORD: 314-:225, 4-1- 225,. WEBS: 2-4- 57. THIS IS A PIGGY -BACK TRUSS,SEE STANDARD DETAIL FOR CONNECTIONS AND BRACING TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF,DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, "UBC -94 TOP CHORD BRACING tai 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED'LA'ITERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES U U N O L q O O.O COMMENTARY AND RECOMN - -AMTE COQ �" .k"'JILDiNG ®EPARTN ® WARNING - Vr rrjv design pnnilneteYS rthd READ.NOTES ON, PHIS AND REVERSE SIDE,BEFORE•USF.. ( r Design valid for use only with MITek connectors. This design Is based only upon parameters shown and Is for_divi an Indual `\ r building component to be installed and loaded vedically. Appbcabilily of design parameters and proper Incorporation ol- component is responsibility of building designer'– not Truss designer. Bracing Shown Is for lateral support of Individual ` \ web members only. Additiona'I temporary bracing to Insure,stablidy during consUuclion Is the responsibilily of the erector., - �.�� ,M Additional permanent tiracmg of the overall structure is Itie responsibility al the bulldmg designer. Forgeneral guidance ' regarding fabrication, qualuy control, storage, delivery erection,'and bracing; consu t oST-ile auallty standacl�DSB 89 Bracing SpVIfIcatlon, and HIB -91 Handling Instellatlon and Bracing Reco_mmendatlon available'lrom TrusaJ Plate Institute, 583 D'Onofrlo_ Drive, Madi'sdn; WI 53719, r ', MITQk UdUSfrles-'If)C. ,V �F 0r CAI X14- - 03256754 Customer PALMER—ENDEAVOR Wed Jun 7 10:50:34 2000 Project 67PAL Truss ID H Family M 324 Span 45-6 Quantity 6 Top Pitch 6/12 ACES -32 Ver.2.0,B1e(4/6/1999) I TROJAN PLATE OFFSETS (X -LEFTY -TOP): Ij3-5.31, ()6.3,3), I)B-5,3). (j13.4.2). I)16-4,2). 2-0 14-8-1 ,9-4-3 14-9-9 ,20-1-3 ,25-4-13,30-8-7 36-1-13 ,40-9-15,45-6 ,2-0 4-8-1 4-8-1 5-5-6 5-3-10 5-3-10 5-3-10 5-5-6 4-8-1 4-8-1 7X10 3X4 3X4 5X6 3X4 3 4 5 6 7 3X4 3X4 2 9 4X5+`Iq N `� -//II 5+4X5 10 1a 17 16 15 14 13 12 1111 1X4 3X4 5X8 3X4 4X9 5X8 3X4 1X4 2X3 WEDGE 2X3 WEDGE 4-8-1 9-4-3 14-9-9 20-1-3 25-4-13 30-8-7 36-1-13 40-9-15 45-6 4-8-1 4-8-1 575-6 5-3-10 5-3-10 5-3-10 5-5-6 4-8-1 4-8-1 L. HL' TO PK: 10-5-7 R. HL TO PK :20-5-7 LEFT HEIGHT: 0-4-2 SPAN: 45-6 RISE: 6—'4-2 RIGHT HEIGHT: 0-4-2 LOADING -(PSF) MAX,STRESSES MINIMUM GRADE OF LUMBER - PLATES:M20-165,142 L -D TOP '4-5-0.465 TOP CHORO:2X4 •No.16Btr GR DF—L TOP 16 10 BOTT 14-15-0.566 BOT .CHORD:2X4' No.16Btr GR OF—L BOTT 0 B LL.'DEFL.@14m6.25 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB o 1.25 PLATE o `1..25 SPACING: 24.0.in o.c. UBC—ICBG, TPI -91 REPETITIVE STRESSES USED NO. OF MEMBERS'— 1 DEFLECTION (IN.) L.L- 0.25, O.L-0:29, T.L-0.54 REACTIONS, SIZE: It. -1667,5.50 10--1667.5.50 UPLIFTS (LBS) FORCES4- LOAD CASE /I, TOP CHORD:, 1-2--2934; '2-3--2640, 3-4=-3195.' 4-5--3600, 5-E--3600, 6-7--3600, 7-8--3195, B'9--2640.. 9-10=;2934, BOTTOM CHORD:.10=11- 2589, 11-12- 2589 12-13- 2358. 13-14= 3195. 14-15- 3600, 15-16- 3195, 16-17- 2358, 17-18- 2589., 18-1-;r�2589. WEBS:' 2-'18-'73, 2-17--259, 3-17- 198, 3-16- 1108, 4-16--640, - 4-15-'542, 5-15--276, 5-14- 0 6-14--276, 7=14- 542, 7-13--640, 8-13- 1108. 8-12- 198. 9-12--259, 9-11 73 , TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT. LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING Q 24- O.C. UNLESS RIGIDLY, SHEATHED, BOTTOM CHORD q CONTINUOUSLY BRACED@ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL JUN 07 LOOO BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR �� J'��'l�"t ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.',yil°,:t�j�lD DEP�,�''�°� • 0rrRFy (Y 1 RNlN4 - Vi r rjy 'dc sign purnine fe rs anti READ NOTES ON PHIS AND REVERSE_ SIDE BEFORE U.S'F. !; 91 - ice.. . Design valid for use only with MiTek connectors: This design is basedronly upon parimetees'shovin,and is loran individual ` r •jt,)- «J' building component to be installed and loaded verkcally.'Apphcabitity of design parameters and'proper Incorporation'ol - s -- component,is responsibility of building designer, not truss designee_ 8iacing shown is for lateral support of Indiviaual ti web members only. Additional temporary" bracing )o insure stebilify during construction is ihe,responsibility of the erector.l-7- regarding , Additional'perrnanem-brapng of the overall structure .. the, responsibility of ttie:buildmg designer. Fm generis guldance , „ r•• Uj. - regarding labricatlon ,quakiy control, storage .delivery erechon, end tirricing; consult OST -68 Ouallty Standard, DSt3- • - - _• � 89 Biacing Speellieation andHl6.91 Handling Instillallon and Bra%Ing Recommendallon-available from Truss r' Plateloslitute, S83 D'Onofrlo Diive; Madison; WI 671 -9 - Wile Wdultiiei, I C., 9719MITekIndu'stries,lnc., .. _. :i.� t 03256753 Customer : PALMER-ENOEAVOR IWed Jun 7 10:50:23 2000 Project #: 67PAL Truss ID HG Family # 324 -Span 45-6 Quantity 2 Top Pitch i 6/12 ACES -32 Ver.2.0. 810 (4/6/1999) PLATE OFFSETS (X -LEFTY -TOP): ()3.5.31, 1)6-3. 5). ()8.5, 31. 1)13-4, 2). 1)16-4,21, 4; 2-0 4-8-1 9-4-3 ,14-9-9 20-1-3 125-4-13 ,30-8-7 36-1-13 ,40-9-15,45-6 ,2-0 4-8-1 4-8-1 5-5-6 5-3-10 5-3-10 5-3-10 5-5-6 4-8-1 4-8-1 1OX10 4X5 4X5 3 4 5 7X6 4X5 10X10 6 7 B 3X6 4X5 7X8 4X5 ' 4X8 I7X8 4X5 3X6 4-8-1- '9-4-3 14-9-9 1 20-1-3 25-4-13 30-8-7 36-1-13 140-9-15,45-6 4-8-1 4-8-1 5-5-6 5-3-10 5=3-10 5-3-10 5-5-6 4-8-1 4-8-1 10 I H UO A N L. HL TO PK: 10-5-7 R. HL TO PK :10-5-7 LEFT HEIGHT: 0-4-2 SPAN: 45-6 RISE: 5-'4-2 RIGHT HEIGHT: 0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PL'ATES:M20-'165,142 L D TOP 4-50.440 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 14-15-0.855 BOT CHORD:2X6 No.2 GR OF -L BOTT, 0 B LL.DEFL.@140.33 < L/360 WEBS :2X4 STANDARD GR DF -L' STR.INC.: LUMB -,1:25 PLATE - 1.25 SPACING 24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE -STRESSES NOT USED NO. OF MEMBERS - 2 DEFLECTION (IN.) L.L- 0.33. D.L-0.37, T.L-0.70" CHORD: 3-4; 4-5; 5-6; 6-7; 7-8 TO BE 2X6 No .2 GR OF -L REACTIONS, SIZE: 1==4541.5.50 10--4541, 5.50 FORCES - LOAD CASE•01 TOP CHORD: 1=2-79145. 2-3--8709, 3-4--10507, 475--11765, 5-6--11765, 6-7--11765, 7-8--10507, 8-9--8709, 9-10-.-9145. BOTTOM CHORD: 10-11- 8132, 11-12-'8132, 12-13- 7789, 13-14-w 10507, 14-15- 11765. 15-16- 10507, 16-17- 7789. 17-18- 8132. 18-1 8132. WEBS: 2-18- 219. 2-17--382. 3-17- 411, 3-16- 3564, 4-16--2048, 4-15- 1660. 5-15--827, 5-14- 0 6-14--827, 7-14- 1660, 7-13--2048, 8-13- 3554, 8-12- 411, 9-12--382, 9-11- 219. LOADING STRESSINCREASELOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1 3- 52 3- 8- 156 8-10- 52 10- 1- 48 CONCENTRATED 3- 759 8-. 759 'U` N 7 2 MEMBERS NAILED ,TOG. W/1 ROW(S),OF .131x3 in. NAILS 9 in. o.c.(TOP CHS.). AND f1 ROW (SOF'y 1.31 3 fh�.A1NAILSJ12 inoo c(B O.CHS.) For Webs;use;1 ROWo"f NAILS 12 1n: o.c: ti YtG 9i�J �/ TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"0:C. UNLESS RIGIDLY SHEATHED. LATERAL i DE PA' P 1Al'' BRACING OF.WEB MEMBERS, WHERE REQUIRED, AREAS SHOWN ABOVE. FOR; Q ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS +AQ' �, •�: COMMENTARY AND RECOLIMMENDAT ON.1 BRACING WOOD TRUSSES'.. ~iF?ROV W � ® )YARNING - Vi r ify design 1!qr yinetersMand READ,NOTES;ON TFI/S AND'REVERS'E. SIDE BEFORE_ USE Design valid for use only with MITek connectors. This design Is based only upon parameters_ shown. and is for an'individual �)�)� building component to be installed and loaded vertically. Applicabhity of design parameters and prop e6ncorpoiationof. - - component is responsibility of building designer _ not lruss:designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing Fo Insure stability4during construction is Ihe-responsibility of the erector. �� m J y l� 11 ` ""w" Additional permanent bracing of the overall, structure is theresponsibility.of the bulldmg designer. for general. guidance r j- ;•� ,¢ regarding`abricatlon, quality,conirol, storage; deliveryerection, and bracing, consult OST-88Quail ty'Stentlerd 6S8- �j" 'C+�� r:)i,,•C`.ial� / 89 Bracing Spedlication, and HIB -91 Handling Instaltatlon and Bracing RecommenEatlon available Irom Truss'. ,.�. - A -, Plate in 583 D'Onolrlo Drh a Madlsan, W.1..53719r.. . -wik Indus'trleS� InC I 03256755 Customer PALMER-ENDEAVOR 0 1 Wed Jun 7 10:50:45 2000 Project M: 67PAL Truss ID EJ Family M 201 ;Span` 10-0 Quantity 22 Top Pitch 6/12 .1m.-ae Ver-. e. U. 010 I4/b/3�i b -2-0 5-0-12 10-0 .2-0 ri' 5-0-12 4-11-4 TROJAN 3X4 ( 5-0-12 10-0 i 5-0-12 4-11-4 L. HL TO PK: 11-2-3 LEFT HEIGHT:+0-4-2 SPAN: i0-0 RISE: 6-4-2 RIGHT HEIGHT: 6-4-2 LOADING (PSF). MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L` `D TOP 1-2-10.194 TOP CHORO:2X4 No.1&Btr:GR DF -L TOP 16 10 BOTT 5-1-0.181 BOT CHORO:2X4 No.1&Btr GR DF -L BOTT 0 B _' LL.DEFL.@5-0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.'INC.: LUMB`- 1.25'PLATE - 1.25 SPACING:`24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF -MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L-0.01, T.L-0.0] REACTIONS, SIZE: 1--466, 3.50 4--466. 3.50 UPLIFTS '(LBS):, FORCES - LOAD CASE'/1 TOP CHORD:- ]-2--352 3-4--26] , BOTTOM CHORD: 4-5-312, 5-1-,312, WEBS: 2-5-'78, 2-4--354, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.60 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING ig 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ IWO-O.C. UNLESS RIGIDLY SHEATHED. LATERAL _ BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION _HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. „ JUN 7 2000 1T .0 ki�plj Cl ING DEN - OQRpfE - ti W @i A (E-1RrV/N(, - Vrr rjt' dr .rignaiarunu'frrs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE w � Design valid for use only wilt; MiTek connectors. TNs design Is based only upon parameters shown; and Is for an Individual N7 19 - ' building component to be installed and loaded vertically: Applicability of design erid EXP 9-30 parameters proper Incorporation of Is'rosponslbility _ \ component of building designer =not truss dosip`ner. Bracing shown Is forlateral suppor(of Individual web niembers only: Additional temporary b(acing"to Insure stability during construction is the re p nsibilily of Ihe erector. TM ' Additional pe(rrianent bracing of Ihe-overall-struct re is]he responsibility of the building designer: Far generel:guldance J \` �`rt ,'` ► _ regartlmg Iebri canon gIitycontiol; storage; delivery election, and bracing, consult OST -88 Quality Standard DSB- • \ ��( (�lC �((-'✓�. `-3 a9 Brecing SpaolflcAIon; end H'IB•91 Handling'Inatellatlon and Bracing Recommendatlon a adabte Irom Truss Plata Instltuters83 D Onofrlo Drive, Madison; WI s3719, MIT@{C�C. `4 TABLE OF CONTENTS r TOC Project Title.......... ----------------------------------------------------- MIKE &•TERRI PALMER' Date..06/13/00 21:14:58 Project. Address......:. ----.---____-- *_v5.10* 1.000 Documentation Author... Barry Rubanoff ******* ; Building Permit'# Endeavor Homes 619-00 P.'O. Box 1947 Plan Check / Date Oroville, -CA 95965 + 530-534-0300 'Field Check/ Date Climate Zone........... 11 ____________________ Compliance Method...... MICROPAS5 v5:10 for 1998 Standards by Enercomp, Inc. ------- . MICROPASS v5.10 File-PALMER-Wth-CTZllS92 ------- 'Program-TOC User#-MP1829 User=Endeavor Homes .Run-PALMER -, ---------------.--------------------- TABLE OF CONTENTS Report.. a Page FORM CF-1R............... 1 , FORM MF-1R................ 5 , FORM C-2R................. 8 HVAC SIZING............... 13 V 3 CERTIFICATE OF'COMPLIANCE: RESIDENTIAL Page d CF -1R Project'Title........... MIKE & TERRI PALMER Date..06/13/00 21.14:58 Project Address........ ******* -------------------- *v5.10* Documentation Author... Barry Rubanoff• ******* Building Permit # Endeavor Homes P.O.. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ -Date' Climate Zone. 11 ------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ----____________________________________________________ MICROPAS5 v5.10 File-PALMER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-PALMER ---------------- GENERAL INFORMATION Conditioned Floor Area..... 3308 sf Building Type....'........:. Single Family Detached Construction Type ........... New Building Front Orientation. Front Facing 0 deg.(N)- Number of Dwelling Units.... 1 Number of -Stories...... .. 2 Floor Construction Type.'... Raised Floor Glazing Percentage.........: 14.9 0 of,floor area Average Glazing U-value....'.'0.53 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling•Height...... 9.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value." R -value R -value U -value Location/Comments Wall Wood R-21 R-0 ------- R-21 0.059 ------------------------ Roof Wood -R-38 R-0 R-38 0.033 Floor Wood R-19 R-0 R-19 0.040 S1abEdge n/a R-0 R-0 F2=0..760 TO OUTSIDE Door n/a R-0 R-n/a' R-0 0.330 FRONT DOOR, TO GARAGE TO DECK, BONUS DOOR FENESTRATION ------------ over- Area U- Interior Exterior hang/ Orientation (sf) Value- SHGC Shading, Shading Fins Window Front (N) 30.0 0.510 -- - - - - - 0.650 Standard - ---------- - - - - -- ----- Standard None Window ' Front (N) 17.0 0.490 0.670 Standard Standard Yes" Window Front (N) . 30 .0 0.510 0.,650 Standard. drd> Yes Window Left (E) 20.0 0.510 0.650 Standard Standard one Window Left (E) 4.5 0.510 0.650 Standard RAL�izrdarrEPAR VEd`es Window Left (E) 20.0 0.510 0.650 Standard Yes Window Left (E) 20.0 0.510 0.650 Standard _Standard Sfd rdvYes Window Left (E) 6.0 0.510 0.650 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -------- ProjectTitle.......... MIKE.& TERRI PALMER Date..06/13/00 21:14:58 MICROPAS5 v5.10 File-PALMER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run=PALMER ----------------------------------------------------------------------------------- FENESTRATION ------------ HVAC SYSTEMS Minimum . Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location 'R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback �4�LUNI?G DEPARTIVEN Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (S) 20.0 0.510 0.650 Standard Standard - None Window Back (S) 20.0 0.510 0.650 Standard Standard None Door Back (S) 53.0 0.520 0.650 Standard Standard Yes Window. Back (S) 6.0 0.510 0.650 Standard Standard Yes Door Back (S) 40.0 0.520 0.650 Standard Standard Yes Window Back '(S) 20.0 0.510 0.650•Standar'd" Standard Yes Window Back (S) 20.0 0.510 0.650 Standard Standard Yes" Door Right (W) 53.0 0.520 0.650 Standard Standard Yes Window Right (W) 12.0 0.510 0.650 Standard Standard Yes Window Right (NW) 15.0 0.600 0.670 Standard- Standard None' Window Front (NE) 15.0, 0.600 0.670 Standard Standard None. Window Front (NE) 8.0 0.510 0.,650 Standard:: Standard None Window Left (SE) 8.,0 0.510 0".65.0 Standard Standard None Window Left ASE) 15.0 0:510 0.650 Standard Standard None Window Back (SW) 15.0 0.510 0.650 Standard Standard None Skylight Horz 4.0 0.750 0.730 None None None Skylight-Horz 8.0 0.750 0.730 None None None. Skylight Horz 8.0 •0.750 0.730.None None None Skylight Horz. 4.0:"0.750 -0.730 None None None SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 413 " HVAC SYSTEMS Minimum . Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location 'R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback �4�LUNI?G DEPARTIVEN CERTIFICATE OF'COMPLIANCE: RESIDENTIAL Page 3 CF -1R ----------------------------------------- Project Title .......... MIKE &.TERRI PALMER Date..06/13/00 21:14:58 MICROPAS5 v5.10 File-PALMER Wth-CTZ11'S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-PALMER WATER HEATING.SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications,' and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS •CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ,Project Title.......... MIKE & TERRI PALMER Date..06/13/00 21:14:58 ------------------------------------------------------------------------------ MICROPAS5 v5.10 File-PALMER Wth-CTZ,11S92 'Program -FORM CF -.1R User#-MP1829 User-Endeavor,.Homes Run-PALMER ,_ ------------------------------------------- -------------=--------------------- COMPLIANCE STATEMENT --------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations., and the administrative regulations to, implement them. This certificate has-been signed by the individual with overall design -responsibility;. When this certificate•of compliance is submitted for a single building plan to be°built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... MIKE & TERRI PALMER Name....'Barry Rubanoff 'Company. OWNER/BUILDER Company. Endeavor Homes x Address. Address. P.O.. Box 1947 Oroville, CA 95965 Phone... Phone... 830-534-0300 License. Signed.. Signed.. '(date) (date) ENFORCEMENT AGENCY Name. .: Title... Agency Phone:.. Signed.. (date) Y 41 PRO, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R -------------------------------- Project Title.......... MIKE & TERRI PALMER Date..06/13/00 21:14:.58 Project Address........ *******--------------- ------ Documentation Author... Climate Zone........... Barry Rubanoff Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 11 Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-PALMER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-PALMER Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply -with lstluv y" Sec. 151 meets Commission quality standards. ' . 150(e): Installation of Fireplaces, Decorative Gas Appliances #-�����, and Gas Logs 1. Masonry and factory -built fireplaces have: PpRu MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ------------------------------------------ Project Title.......... MIKE & TERRI PALMER Date..06/13/00 21:14:58 ------------------------------------------------------- MICROPAS5 v5.10 File-PALMER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-PALMER ------------------------------------------------------------------------------- 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er meet 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. l� 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE,. SMACNA or ACOA. / X 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 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electricV resistance heating P g and no pilot light. . 2. System is installed with: a. At least 36 inches of pipe between filter and heated.-�;� for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7' MF -1R Project"Pitle ........... MIKE & TERRI PALMER, � ,Date..06/13/00 21:14:58 MICROPASS v5.10 File-PALMER Wth-CTZ11S92. Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-PALMER ---------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances. with pilot < 150 Btu/hr) LIGHTING MEASURES 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. 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. Design- Enforce- er ment. X COMPUTER METHOD SUMMARY Page 8 C -2R ----------------------------------- Project Title...:...... MIKE & TERRI PALMER Date..06/13/00 21:14:58 Project.Address........ ******* ---------------------- *v5. 10 Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes. P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-,0300 Field Check/ Date Climate Zone........:.. 11 --------------------- Compliance Method....... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5 10 File-PALMER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-PALMER ------------------------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = (kBtu/sf-yr) Design Design. Margin = _ Space Heating............ 17.90 16.25 1.65 Space Cooling.......... 14.35 12.88 1.47 Water Heating...... 8.61 .7.58 1.03 = Total. 40.86 36.71 4.15 = *** Building complies with Computer Performance GENERAL,INFORMATION ------------------- Conditioned Floor Area...... 3308 sf Building Type .............. Single Family Detached Construction Type ......... New Building'Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number -of Building Stories. 2 Weather Data Type ............ ReducedYear Floor Construction Type.... Raised Floor Number.of Building Zones... 1 Conditioned Volume.... ... 30227 cf Slab -On -Grade Area.....'.... 413 sf Glazing Percentage....'..... "14.9 a of floor area Average Glazing U -value:...: 0.53 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height.... 9.1 ft 11 C tJA �:` COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... MIKE & TERRI PALMER Date..06/13/00 21:14:58 MICROPAS5 v5 10 File-PALMER',. Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-PALMER` ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION PERIMETER LOSSES Length . F2 Insul Solar Surface (ft) Factor R -vat Gains Location/Comments HOUSE 16 S1abEdge 87 0,760 R-0 No TO OUTSIDE Floor # of Vent Vent Air Area Volume Dwell ..Cond- Thermostat Height Area Leakage Zone Type (sf) (cf)' Units itioned Type (ft) (sf) Credit HOUSE Residence 3.308 30227 1.00 Yes Setback 8.0'. Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt Gains Reference Comments HOUSE 1 Wall 226 0.059 21 0 90 Yes W.21.2X6.16 2 Wall .494 0.059 21 0 90 No W.21.2X6.16 3 Wall 555 0.059 21 90 90 Yes W.21.2X6.16 4 Wall 36 0.059 21' 90 90 No W.21.2X6.16 5 Wall 5851 0.059 21 180 90'Yes W.21.2X6.16 6 Wall 623 0.059 21 270 90 Yes W.21.2X6.16 7 Wall 23 0.059 21 315 90 Yes W.21.2X6.16 8 Wall 23 0.059 21 45 90 Yes W.21.2X6.16 9 Wall 17 0.059 21 45 90 Yes W.21.2X6.16 10 Wall 17 0.059 21 135 90 Yes W.21.2X6.16 11 Wall .2.3 0.059 21 135 90 Yes W.21.2X6.16 12 Wall 23 0.059 21 225 90 Yes W.21.2X6.16 13 Roof 2410 0.033 38 n/a 0 Yes R.38.2X4.24 14 Roof 485 0.033 38 0 14 Yes R.38.2X4.24 15 Floor 2482. 0.040 19 n/a 0 No FC.19.38X126 17 Door 17 0.330 0 0 90 Yes None FRONT DOOR 18 Door. 18..0.330 0 0 90 No None TO GARAGE 19 Door 16 0.3300 180 90 Yes None TO DECK 20 Door 18 0.330 0 90 90 Yes None BONUS DOOR PERIMETER LOSSES Length . F2 Insul Solar Surface (ft) Factor R -vat Gains Location/Comments HOUSE 16 S1abEdge 87 0,760 R-0 No TO OUTSIDE COMPUTER METHOD SUMMARY ---Window-- ------Overhang----- ---Left Page 10 C -2R Project Title.......... MIKE & TERRI PALMER Area Date..06/13/00 21:14:58 MICROPAS5 v5.10 File-PALMER Rght Wth-CTZ11S92 Program -FORM C -2R -----------------------------7------------------------------------------------- Surface ----------- User#-MP1829 User -Endeavor Homes Run-PALMER Hght Ext Ext Ext Dpth Hght Ext Dpth Hght FENESTRATION SURFACES ----- ----- ---- ---- ---- Area --------------------- U- ---- Act, ---- Exterior Shade Interior Shade Orientation ---------------------- 6.0 5.0 (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 3 Window ----- ----- --------- 5.5 ---- -------------- -------------- 1 Window Front (N) 30.0 0.510 0.650 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 17.0 0.490 0.670 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 30.0 0.510 0.650 0 90 Standard/0.76 Standard/0.68. 4 Window Left (E) 20.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68. 5 Window Left (E) 4.5 0.510 0.650 90 90 Standard/0.76 Standard/0.68 6 Window Left (E) 20.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68 7 Window Left (E) 20.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68 8 Window Left (E) 6.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68 9 Window Back (S) 20.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Back (S) 20.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 11 Door Back (S) 53.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 12 Window Back (S) 6.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 13 Door Back (S) 40.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 14 Window Back (S) 20.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 15 Window Back (S) 20.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 16 Door Right (W) 53.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 17 Window Right (W) 12.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Right (NW) 15.0 0.600 0.670 315 90 Standard/0.76 Standard/0.68 19 Window Front (NE) 15.0 0.600 0.670 45 90 Standard/0.76 Standard/0.68 20 Window Front (NE) 8.0 0.510 0.650 45 90 Standard/0.76 Standard/0.68 21 Window Left (SE) 8.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 22 Window Left (SE) 15.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 23 Window Back (SW) 15.0 0.510 0.650 225 90 Standard/0.76 Standard/0.68 24 Skylight Horz 4.0 0.750 0.730 270 0 None/1 None/1 25 Skylight Horz 8.0 0.750 0.730 0 0 None/1 None/1 26 Skylight Horz 8.0 0.750 0.730 180 0 None/1 None/1 27 Skylight Horz 4.0 0.750 0.730 90 0 None/1 None/1 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2 Window 17.0 6.0 5.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 30.0 5.6 3.0 5.5 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.5 3.0 1.5 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 5.0 4.0 2.0" 1.25 n/a n/a n/a n/aOY2 FarE, &/pA ��1 n,/a n/a 7 Window 20.0 5.0 4.0 2.0 1.25 n/a n/a n/a n/�a he' � n/a n/a nfa n/a 11 Door 53.0 6.0 6.67 14.0 1.25 n/a n/a n/a n -a nV%a a n/a 12 Window 6.0 2.0' 3.0 14.0 1.25 n/a n/a n/a n/a ,:.n/,a n/a W N n/a 13 Door 40.0 6.0 6.67 11.0 1.25 n/a n/a n/a n ,Yu�1 rt p ft n//fa, n/a 14 Window 20.0 5.0 4.0 9.0 1.25 n/a n/a n/a n/a n/a n/a Cn%a� n/a COMPUTER METHOD SUMMARY. Page -11 C -2R ---------------------------- Project Title.......... MIKE & TERRI PALMER Date.,.06/13/00 ,21:14:58 I MICROPAS5 v5 10 File-PALMER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-PALMER ------------ OVERHANGS 'AND SIDE FINS 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 0.60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** ***.installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS 1W V A_p ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15 Window 20.0 5.0 4.0 9.0 .1.25 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 53.0 8.0 6.67 2.0 1.25 n/a; n/a n/a n/a n/a n/a n/a n/a 17 Window 12.0 4.0 3.0 2.0.0.1.25 n/a n/a n/a n/a n/a n/a n/a n/a. SLAB SURFACES ------------- Area Slab Type (sf) HOUSE Standard Slab 413 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE ---------------- --------- ------- Furnace .0.800 AFUE Crawlspace R=4.2 No No 0.772 ACPackage .10.00 SEER Crawlspace R-4.2. No No 0.689 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 0.60 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** ***.installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS 1W V A_p HVAC SIZING Page 13 HVAC Project Title.......... MIKE & TERRI PALMER Date..06/13/00 21:14:58 Project Address.. ******* --------------------- *v5.10* --------- ---- --- *v5.10* Documentation Author....Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone.::........ li-------------------- Compliance Method...... MICROPAS5.v5.10-for 1998 Standards by Enercomp, Inc. ------------------------------ ------------ MICROPAS5 v5.10. File-PALMER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User' -Endeavor Homes Run-PALMER GENERAL INFORMATION -Floor Area ................ 3308 sf Volume. ..... .............. 30227 cf Front Orientation........ Facing 0 deg (N) I..'Front Sizing Location............ OROVILLE-RS Latitude........ ... ... 39.5 degrees Winter Outside Design.... 30-F Winter Inside Design....... 70 F Summer Outside Design...:.: 104 F Summer Inside Design....... 78 F Summer Range........ ..... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent,Load.Fraction....... 0.20 HEATING AND COOLING -------------------------------- LOAD SUMMARY Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 17671 ----------- 8414 Glazing Conduction.:......... .. 10410 6766 _Glazing Solar... ............... n/a 16137 Infiltration ...... ......... ... 17193 7059 Internal Gain.... .............. n/a 2100 Ducts ................... ,......... . 4527 2024 Sensible Load ............ ....... 498.01 42500 Latent Load... ................... n/a 8500 Minimum Total Load 49801 ,51000 80 s �' Note: The loads shown are only one of the criteria aftec�irnn?�g the selec ion of HVAC equipment.Other relevant design factorssC�;�a_'���W . requirements, outside air, outdoor design temperatures., coil sizi�i'g, availability of equipment;,oversizing safety margin, ,tc- i4ft"— be considered. It is the HVAC designer's responsibility to CMS R em 11 �, • 4 i 1641 utte Count DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 January 15, 1992. RONALD' D. McELROY Deputy Director Robert and Beverly Heselton RE: AP 36-05=16"4 P. 0. Box 2748 APP. FOR+DET M NATION Oroville, CA 95965 Dear Mr. and Mrs-. Heselton: At the regular meeting of the Butte County Subdivision Violation Committee meeting held on January 15, 1992,`the committee granted a .conditional Certificate of Compliance for the above -referenced property. The condition is: 1. Both parcels (AP -36-05-163 and 164) shall provide evidence that adequate.quantities of domestic water are available. Evidence may be by.letter from a.'public water system indicating that they are willing and able to supply domestic water -to the parcels. If adequate quantities O' domestic water are not available, then the parcels must ' be combined into one.: There is a fifteen -day appeal .period.before this.Certificate can be recorded unless you sign and return the enclosed waiver waiving, your right to appeal the committee's decision. ,.If you have any questions regarding this matter, please contact this office. Very, truly yours, William Cheff Director of Public Works Stuart Edell Assistant Director- SE/ds attachment cc: Planning Department Environmental Health Department Building Department _.., 77 to.un r. . •. y LAND OE MAT URAL WEALTH, A(\'D 6EAUT`' LAND DEVELOPMENT DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 ' TELEPHONE: 1916) 536-7266 FAk' 19161 538-2140 August 28, 1992 Robert and Beverly Hesselton RE: 'AP 36=05-164 P., O. Box 2748 CERTIFICATE OF COMPLIANCE' Oroville, CA 95965 Dear Mr. and Mrs. Hesselton: Enclosed please find the Certificate of Compliance which was recorded,' by the Butte County Department of Development Services in the office of the But • te`County'Recorder on July 16,"1992. The Recorder's Serial Number is: 92-031940:, If you have any. questions regarding this matter, please contact..this . office. Very truly yours, Stuart Edell Manager ' `..Land Development Division SE/ds attachment cc: Building Division Environmental Health Department RETURN TO: Public Works Land Development, Section 92 0319TOI Total' - I Recorded Official Records I County of Butte Candace J. •Grubbs I Recorder I 8:02am 16 -Jul -92 I COMS MP 1 NOTICE OF COMPLIANCE Issued to: Robert and Beverly Hesselton P. 0. Box 2748 Oroville, CA 95965. This'. -Notice of Compliance is hereby issued by the County of Butte to certify that the conditions imposed on'the Certificate of Compliance; recorded on February.6,.1992, under.Recorder's Serial Number: 92-05185 have been fulfilled to the satisfaction of the Subdivision Violation,Committee on property identified as:, a. Assessor's Parcel Number: 36-05-164 b. Property;Location: on the south side of Tucker Avenue } approx. 1700 ft. west of Oakvale Avenue. East Oroville area. DESCRIPTION: All that certain property located in the County of Butte, State of California, more particularly described as follows: Beginning at the Northwest corner of said Lot 15; thence South 01• 18' 09" hest •a•lonq the West. 1 the of said{ Lot 15. 659.81 feet to the Southwest corner of said Lot 15; thence North 88. 53' 570 East along the South line of said Lot 15. 333.34 feet: thence leaving said South line. North 01' 08' 440'East. 659.56 feet to a point on the North'llne of said Lot.15;thence South 88. 51' 39' West along said North line, 331.54 teat to the point of beginning'and the'end of this description. Containing -5.03 acres more or less. Together with an'easement 40 feet in width over Tucket Avonue as shown on said Subdivision Map. The Basis of.Bearings for this description is the same as shorn on the Parcel kap recorded In Book 64 of Maps at Page 28. Butte County Recorders office. ' Issuance of this Notice..of Compliance is pursuant to Butte County Code, Chapter 20-167. a County of Butte Subdivision Violation Committee t END OF DOCUMENT t END OF DOCUMENT Hetountg," -�� LAND OF NATURAL 'W EALTH. AND BEA"U TY — _ DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE,.CALIFORNIA 95965 Telephone: (916)"538-7681 RONALD D. McELROY February 21, 1992 Deputy Director Robert and Beverly HeseltooF.E: AP 36-0.5-164 P. 0. Box 2748 CERTIFICATE OF COMPLIANCE Oroville, CA :95965 Dear Mr. and Mrs." Heselton: Enclosed please find the Certificate of Compliance which was .recorded by the Butte County Department of Public -Works in the office of the. Butte County Recorder on February`6, 1992. The Recorder's Serial Number is: 92-05185. If you have any questions regarding this matter, please contact this office. Very, "truly yours, William Cheff Director of Public Works Stuart Edell Assistant Director SE/ds attachment, cc: Building Department Environmental Health. Department �[-uJ I 2. 92-005185 I Total .00 1 Recorded I - s•. Official Records I fCounty of .1 Butte RETURN TO: Candace J. Grubbs 1 Public Works Recorder Land Development Section 8:02am 6 -Feb -92 .I COMB JJ 1 CERTIFICATE OF COMPLIANCE Issued to: Robert and Beverly Heselton P. 0. Box 2748 Oroville, CA 95965 This Certificate of Compliance is hereby issued by the County of Butte to ` certifythat the'land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on the south side of Tucker Avenue. approx. 1700 ft. west of Oakvale Avenue. East Oroville area. 2. Assessor's Parcel Number: .AP.36-05-164 r Description All that certain property located,in the County of Butte, State of California, more particularly described as follows: The Westerly half of Lot 15 as shown on said Oakvale Tract Subdivision Map more particularly described as follows: Beginning at the Northwest corner of said Lot 15; thence South 010 18' 09" Nest along the West line of said Lot 15. 659.81 feet to the Southwest corner of. said Lot 15; thence North 88. 53' 57* East along the South line -of said Lot 15. 333.34 feet: thence leaving said South line. North 01' 08' 44" East. 659.56 feet to a point on the North line of said Lot 15; thence South 88. 51' 39" West along said North line. 331.54 feet to the point of beginning and the end of this description. Containing 5.03 acres more or less., Together with an easement 40 feet in width over Tucker Avenue as shown on said Subdivision Map. The Basis of Bearings for this description is the same as shown on the Parcel Map recorded in Book 64 of-Mapz at Page 28. Butte County Recorders office. ' Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to.the Butte County Code Chapter 20-167 and Government Code, Section 66499.35 (b), to protect the public health and public safety: 1. Both parcels (AP 36-05-163 and 164).shall,provide evidence that adequate quantities of domestic water are available. Evidence may be by letter from a public water system indicating that they are willing and able to supply domestic water to the parcels. If adequate•quantities of domestic water are not available, then the parcels must be combined into one. County of Butte Subdivision Violation Committee {p WetsowU 1 fBrtl!r_-p--_U`�_-Y-_�yER rea toaclosing'adeiflatchin to be 'e.�iy1 S-D-�RP-_--1rr!O�Ii!._ r,ocal NL!jTtII{j!I BIVL!!ii!!ILIIT cd�e sever !y i * Y •!}xrif!,`w• — i -. f.-- ___-�!1!!:I! _�. ._1 — . .f. : . at _7 -_--_..�� , .?!� + ..1ti!} +fi1}': Y�,1�r{.Ii`` -__ -___ _--___ -_.--_ F-_ -- .l�i�II -_ '--�_ �i-" .!~J!f,>=,, _-- _ _-..i.Ii ' SLUt ____.—�_ -_-__ t E} N T. F.nt�! L�t A: 1-IE Ls), T-�--cfrr!I `- IFICA'CToIOem NS PA. #Rte GBoEbNRAL:S SrTPEC PhuOttZ PERIMETER: EA: IM POOL CAPACITY:NTEwcl .jI'f��1r,f P D TH TURNOVER. RATE: Hrs.FICE �_'!i�CjP , T_--� �_-____�_-` r.r! I - _j _�-+_--_+1i,'f-;,iI� _. ��-- Jri �_ �[iI� `-- EXCAVATION DECKI G Access ront Type CEat lOe lor o RemoveDirt Risers l'E' -- _ - __? r .-__-__ --- _-_ I -_ - ___- ;►{i+r!1;{I, _t1mslitI, __�!C�_ �4!I!r!` A: h.o t a Remove Stump(s) FootingsUh°1 - �_ . _ ii(i!C11'• - _--` �4!!l !f�r ,I! -- - 1_-f -�_'T� �- rI�rF{l - _ r j " �I � �t •�I,_- -_- -7_ Fence MasticRemoverC Replace Fence A07) yRemove Concrete F-eeGl1l,0+�F S. Sawcut Concrete All) I P1p_ IMFNT --_S'I_ -___--`>1 -___-. . _ - __-__!fI1jjI_ ,IItI -- "T � _ I[ii __;I1T1t _ --. --_._-.-:r-'r'1!!` _—+Ift;IJ4!'! 'i!II.I _-__- i} .!ji',! -,(I,Li __--_- -^—� �-i>.k 7-1 _-__ �_! { iI._ 1 _ 1!I !II� -�H� ---E-;!t Li ----E --- 1O!fI._ . _H,!�} _--��t�•!i .Ii 1{�' .__ U Ctxhd `0 Pum HP S 2Sj Expansive Soil Steel Patterns Smart Box Yes Smart Pure Yes: -7�!.l � I!! -.-- -� __Y_ ;.{-.- ,;j�,T^i u- _-___._ _�---_—_--�. +__-t-. �- - _ I! }!li1I:! Z.tI.,ri'r ,tfItV !I___.Z _-Njj �r{I �--A IL mart Li ht Yes o_PLUMBING t RGuSon Filt_e, r �_ -1 ..IlI_ � I 1- L•-!_-- .t��;i ! I�1::I -__" = ! . -- _----_- -__•�:1��{{ _- -- Qi � r --ji1 _!1! __-�_ .- �_ :�ir - - - , iL .h-- _-}j �ij:: 1f-{ !jt'1}ttt.IF I�Ir',�-rtfr`I�-ftIi1 J{i—i! i1i!+ •--. -._`9-ppl,I -�i:-`-_-�^e-�+� -i.t i.I,F --A- j!!! - - I ii -,{'_I{ �' k�ttIIi �. jI.t— 1__ ; -- � -T�j_� _#— --. -A- _- -!A Return Lines W h B/W ash Line Gas Line Hb- Smart Vac II Ft9 Heater BTU aaas rouo Drill Drive Div. Boad N( 5PN0 Lr t Q.ba III'IIIII�I�it'f .r�tI .-___-_ - -----_-� _- .-__-___-_- --_ -_-- _-_..__-- ----__ ---�_-- �-}.TI-- - ,i ---�.-- --/_ - _ '- L - -- --� .y�• '- _ �!�,� - � _- I:�-___-___-y �_-r_-__ - '--_ - lJJ1 tI -__�_-_- .-� Jjr �f ���,:}ir _--- �r--f _-�� ---__-_--�`y-'m -rt i_ --�_' --_-_ !1 }�li --..- -___ i_. ---____- ��-,_----_-____ --_- } j�Ir 1if � Slide XA1l0ELECTRICAL FRun6 1Pn Water Feature tg >ioe � GUNITE Love Seat PLASTER Swim Out A,10 Color Z' _- -- _-_-- _--__- �_-_-���-__ —_ 1T' --_ 7r,. r _� ._"- I �I---�_-__ !L-_ '!i r!!-�r _-� --_ --_1 �f-! !r- -�-� '{i -�-� --_----'_j -_ _-�_�-- `=- -t� _.-_ i -_ �+__--. l_-_ -._ i�_`�.- _--_!+...I - --- SPApip-Ext. 2nd Step R.B.B. in. X Ft. t Size In Out T f_---_.-- I-- � ! i!{ .-_'! °L--- .-__.-- j� f+' / _ ! _-_-=- -- �Trt•lt�!!f (�� . . - -_ 11-Ir If . Ij_ R.B.B. in. X Ft. Plumbing Run COPING Dam Wall Length - !-11_I__ .+ r,{' - I, `_-�--��t �}!i-l - � --__`=- -= ,+.r!C!.l!I- j- -�- +. �- ___:- �___ ri_— -_-_^-�_Q-- - r ag u0 m Jt Type I. bf �F�. TILE Blower Hp Yes— No Remote Model # b I t. �t __ --_-~ _�_ � 1!LIL �t!7(i�{-tI _-_-_ E,I�1` i ---- �- -- _---5-� -__- � _--_•.�_�_ 1;� _=-^-^�-�-_`=. `___` � -----J__- '1�+r4�L---_ --`_ -�----- j ttll1_ f:!Z!!,i!I _-_--__1 lf Type Spa Side Switch Yes N Spa Dam Smart Light Yes No 1tt .-{f1_ � ----_ i � -�f--I-_- f - k� !IL!-�� -� I_!�[L {i j 1. 1�f;I-}- - - _-_' __- -_._-.-_ - -I_-(--I-�c! -_�_ _. - `- -- --_ .- -__ __----__- ' -_--_-�-.___--- • �t�! � .� � 1!i ff�III r� �, � •-_ � - . 7- #-i �1tir}1i -- Accent Tyle 100 Watt Light Yes No BUYER F'{I f-- _- Ii - `�- ' ��jI!f- -.- /_- ----�--� -R__ '; ij�f, �r! } t�f -i -�� _-_ -__.- �-�=___-__.- -�.----___~---. -_-__-___' -__... _ ��!t �- -_ --- - }i_! � -� `--_- -__---_� i1�I{ fjtt{1}fI 7 Initials Approve above specification --'-___ - � _i-,-- Ii -u -_ -_`-t_ __-_- !t-�1!it� I - i _ � ---- _-_ }{t�!{t!ti{ �,{��.I+r�7,1,iti!,I� __} LIf+�ILi!If - �!l _I � c-_-_-- ! - o �i!! -T_! ,+ -�_ - Approve equipment location Understand that decking shown is for illustration purposes only and _ --.I` �-� -�-�^-- f! -�-__-__ - __y- --_E-_ - -- -�o• tj!{.}i ��i}.j�i�1.{jj!14 `!t1:ft;t�'! _- +.I�i�/ _ __'_-._ _�-_- ___ -. iJ _("—� j tI} Ij 1 1 ! ! understand that the are to receive rsquare feet of deck. -f_;i' +. -i-_-- !�tiI _. -•--_-- - - i_{ - -,--I--�. ---_- � tj�_ 1 -' --- tC 1a ;���!r.!�tI'!}},Il�{�I!i -�----__`__i-- _-�J_-a .a .�,-`.1f;, --.-- fi;I+I� l - .-.�1y{�,i�(__1 • -.� _ _-_—Z_-_y--^- t,��T`!{!j��! Signature Date . Pr pispecially For: f ke 1 } t1 - -I -I-- � � �( -- - }I !fi I -.-�_\ 1 -.-'- -�- -I -; � -__-�__ �� _--____-�-_'_.-1.� 1I!�L �1ni({ - t �I- - it� 1� TL — rr� _ t_ !- _� r���t1}�tr! trtC _J. .— �rf! _-_. t �� �j_I —_---------� ---_-_--__-_ t,''riCI_ _ _---_-__-_-- --_----- _ --_��_----I-----�- Ii I 1}} __ . -.II -----_-_-----_�----T_ �iI i� - _ -----.-_---_-_• r I -I-� _ Ty!�I _}_���-___-. .I+LI i �},t 4T�! (� -_---`_- -�1�r-,,I _r-`.---_—__ �- r_• `__--.-_� l�. APPRO p yi R _f —�1l �. g-_ _. - --_- - 4eQt Ss � lDRlDYE Z TocisYU2VE! fCity ziptv -;!-t{i �-_�-- ' -� �! - { � ----�_-�. {. __-_ Lri. f� c ! !1 __ � 3q53Work Phone Home Phone --- Si !g6t0° Designer Job No. Y� re ; � +Lot Block Tract . . -+-t- --I-1-1 _1 r --,-,_I ! ( I I 1� _ _t_ ;. i_ lI� r f }— a— T '. r, tt �' I r. �1 r I i i "1 i'- ! _ i 't -T- -r ! ! ! t I r t - -�- -r-r - - - I- -1- - - '- Mapsco No. t t/�