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041-430-017
n r� 041-430-01 OWEN- RtrYS& VALERIE R11: ' ,2gS!?]--'OX +RAtr. LANE'.. COMB: NEW SINGLE FAMII.Y////&p/0-23"50 ti 041-430-017 99-2712 OWENS, MR. &MRS. R. V. 2858 FOXTArL LANE, T3uTrE- VALLEY CONTR: W.F. SQUIRE FIRE SPRINKLERS I E 31 1-7 NOTES RESIDENTIAL 1-4 0430-017 PERMIT NO. _ , ®WENS,-MR:`&MRS`R.'V.– ; 2858 FOXTAIL LANE, BUTTE VALLEY CONTR: W.F. SQUIRE FIRE SPRINKLERS A 11 - SPECIAL CONDITIONS 1 SRA —rim OD CERTIFICATE REQ. E SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY 1 1` 4 t tr t, i' t i 4 0 t C A 11 - SPECIAL CONDITIONS 1 SRA —rim OD CERTIFICATE REQ. E SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY ✓ = OK 0 = Not OK - = Not Applicable • MOBILE HOMES = Not Ready Date MOBreE 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 8 Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. 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-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable =Not Ready Date RESIDENTIAL (%c Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning-Setbacks-Easements-Flood-Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brad. -TYuss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Dep-.h Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blackouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 7. Slab, Steel-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers-Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D. W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 11. Water Pipe; Test-Anchors-Regulator-Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance-Material-Support-Ins. Brace Interior/Exterior Wall Panels 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent-Access-Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor-Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor-Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor-Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance-Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing-Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service-Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive 0 Yes i] No/Walks 7 Yes D No/Planters Yes ] No 33. Clothes Closet Light-Shower Light-Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace-Vent Access-Comb. Air-Return Air Ven- 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 ti Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing jingle & Duplex) • , Date FRAMING (Continued) ' 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brad. -TYuss-Shting.-Ring. 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 X -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-Undertlr. 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 -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes i] No/Walks 7 Yes D No/Planters Yes ] 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 bi-- DEVELOPMENT SERVICES - BUILDIN D ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 $- 541 PERMIT (Rev.1'2/96) �, APPLICATION AND PERMIT �.� ASSESSOR PARCEL NW41B 041-430-017 2ON1N° BUILDING PERMIT OWNER OWENS, MR. & MRS. R. & V. T-891- 8775 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 4 PEBBLEWOOD PINES, CHICO 95926 2288 4608 CONTRACTOR'S NAME W.F. SQUIRES TELEPHONE CONTRACTORS MAILING ADDFFSO. BOX 3176. , CHICO 95927 r CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 4608 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46-1901 BUILDING ADDRESS 2858 FOXTAIL LANE, BUTTE VALLEY Energy g Fee Ener Plan Checking $ (OFF CLEAR CREEK CEMETARY ROAD) $ PERMIT FEE $ 138-80 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FITTING / INSTALLATION OF FIRE SPRINKLERS SYSTEM (AUTOMATIC) Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, j will do the work, and the structure is not intended or offered for sale. LnT( I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. S. SO 3.50FT. NOµpESID. T.MULTI-O11 URQUITSTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FORURES 20 @ 1'50 SAL @ .50 Ex. Occup. DIUTI-E°TS RES p °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 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' co laws of California, and agree that if I should become subject to the orkers' co ensa' ovisions of section 3700 of the Labor Code, I shall forthwit m ith those rovisions. qq X Date 2 f) A/10 u-1 Signature of Applicant - prowner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 138.80 HAZ. I p, FEES I IMP I FLOOD I EDF PARCEL PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 1 the applicable provisions Resolutions to do work been paid. / 43f /��D77ate l ( G. « 0 0—) ReceiptNo. 281026 $ 138.80 -66 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OroQille,. alifornia 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. APPLICATION AND PERMIT nit !MCR*AOn � 4 30 - 0 1 JtoF.a 8oBUILDING PERMIT �rz Tzua►pNi . Fr OCC. BUILDING; Um LA7Yn. L�) Ex. Occup. tlroc,�. e, --u NLco a6 m 0N.00 SAL .00 Ex. Occup. FIXED pEk OUTLETS CR 5.00 Temporary cooff CIO �� 1 gau TMAPMNE Mobile Home Facilities 20.00 Msc. Wiring 23.00 2f .f50 :NsSio12 COMMCTOR'! YM UN0 ADDREft . /g a -i o 31'1(0 l!�\CO gS'927 n1ace J7,M CONrTRLJCTION LOWER LE1DOM MARM'�AM ARCHITECT ORM ucrrsE No. Total Valuation i Firing Fee S 20.00 ARCHITECT OR @LOMEER S WAJNO ADORE3s Permit Fee = V euJLowo REss � L t' `UI,4t- V c. Plan Checkin Fee Energy Plan Checking Fee S 5 , n = c LOT Axx sueowmx mwm rA11CCL MAP PERMIT FEE i PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Tr1 7.00 Solar or heat Pump water heater 23.00 . SF O Duplex O Mobilehome O Other Waterpiping15.00 tPECL►Y TYPE OF WORK Each gas water heater or vent 15.00 - New/Addition EI Remodel O Utl6gasj O InstallatioInstallation O Other O� Gas i in stem 1 - 5 outlets Buildin 15.00 DescrYlbe Work: J 4%r -11 `f (01.1 ,l ,G L t— Z sewer Mobile Home S G W 15.00 @20.00 rl` J OCC I — ke � �-� T2r. 1 �'rOi,,. prrl e� PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 MainService am OR LESS icon oR LJEsa s 23.00 Soo+► To J000w 48.00 L�) Ex. Occup. oVnfr oft FORum m 0N.00 SAL .00 Ex. Occup. FIXED pEk OUTLETS CR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE I $ MECHANICAL PERMIT I Fling Fee 20.00 8.50 tion PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ .Z. 0. FEES P FL000 I COF 65I -E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON core) H-sDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 .CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PRO'.CL:C'.[':fON ( 530 ) 345-1012 ADDRESS: PO BOX 3176, CFIICO, CA 9592.7-3176 Date: 03-20-2000 File: OWEN-1 JOB : VAL RHYS OWEN HOUSE, 1 HEAD FLOWING STATIC 70.0 Psi RESIDUAL 50.0 Psi FLOW 35 GPM SPRINKLER MANUF RELIABLE MODEL : F1/RES/CC MIN SPR FLOW 16.0 GPM MIN SPR PRES : 16.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. ------------------------------------------------------------------------------- FEET FACTOR Psi GPM 1 19.0 3.90 17.4 16.3 2 19.0 20.8 3 19.0 2.3.9 4 19.0 27.8 5 19.0 29.8 6 1.0 SOURCE 38.9 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 1 324 Sq. Ft. 324 Sq. Ft. ©GIIONC`go .05 Gpm/Sq . Ft . e�' .05 Gpm/Sq.Ft. 4u W.F. 1Y iES O 16.3 GPM LL "ret $, Contra ling 0.0 Gpm Lic. No. 275206 16.3 GPM C-16 38.9 Psi 0.0 Psi @ SOURCE O 0.0 Psi @ SOURCE Copyright(1991) 65.1 Psi by 38.9 Psi Hydronics Engineering 26.2 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 8.5 F/S 5'/ _4t3o ��17 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROI'ECTION (530) 345-1012 ADDRESS: PO BOX 317G, CI1IC0, CA 9592.7-3176 Date: 03-20-2000 File: OWEN-1 JOB : VAL RHYS OWEN HOUSE, 1 HEAD FLOWING PIPE BEG FLOW -K-FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS. Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 16.3 K= 3.90 L= 7.5 Pt 17.4 Pt 17.4 1 Q= 16.3 F=2LB F= 17.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.5 D= 0.884 TL= 24.5 0.1350 Pf 3.3 Pn 17.0 2 Pt 20.8 ---------------------------7--------------------------------------------- 2 q= 0.0 K= 0.00 L= 15.5 Pt 20.8 Pt 20.8 2 Q= 16.3 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.5 D= 0.884 TL= 23.5 0.1350 Pf 3.2 Pn' 20.3 3 Pt 23.9 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 57..0 Pt 23.9 Pt 23.9 3 Q= 16.3 F=8R2L2EB F= 29.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.4 D= 1.109 TL= 86.0 0.0447 Pf 3.8 Pn 23.8 4 Pt 27.8 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 29.0 Pt 27.8 Pt 27.8 4 Q= 16.3 F=2R2L F= 16.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.4 D= 1.109 TL= 45.0 0.0447 Pf 2.0 Pn 27.6 5 Pt 29.8 -----------------------------------------------------=-----------_-------- 5 q= 0.0 K= 0.00 L= 18.0 Pt 29.8 Pt 29.8 5 Q=. 16.3 F=4RS F= 11-.0 C= 150 Pe 7.8 Pv -0.2 Vel= 5.4 D= 1.109 TL= 29.0 0.0447 Pf 1.3 Pn 29.6 6 Pt 38.9 ------------------------------------------------------------------------- Meter = 0.0' Valve = 0.0 ------------------------------------------------------------------------- ------------------------------------=------------------------------------ 6 Q= 16.3 <<< SOURCE >>> Pt 38.9 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 70 X Static X X X 50 + X Resid 40 + I* Spr Sys Mom 20 + 10 + * Elev' Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 2)0 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : VIAL RHYS OWEN HOUSE, 1 HEAD FLOWING HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, C111CO, CA 95927-3176 Date: 03-20-2000 File: OWEN-2 JOB : VAL RHYS OWEN HOUSE, 2 HEADS FLOWING STATIC 70.0 Psi RESIDUAL : 50.0 Psi FLOW 35 GPM SPRINKLER. MA.NUF RELIABLE MODEL : F1/RES/CC MIN SPR FLOW 13.0 GPM MIN SPR PRES : 11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. ------------------------------------------------------------------------------- FEET FACTOR Psi GPM 1 19.0 3.90 11.6 13.3 2 19.0 3.90 13.9 14.5 3 19.0 22.4 4 19.0 32.8 5. 19.0 38.3 6 1.0 SOURCE 49.6 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED:DENSITY COMPUTED.DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 2 324 Sq. Ft. 648 Sq. Ft. .04 Gpm/Sq.Ft. .04 Gpm/Sq.Ft. 27.8 GPM 0.0 GPM 27.8 GPM 49.6 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 56.9 Psi by 49.6 Psi Hydronics Engineering 7.4 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 14.5 F/S I.HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRGS, JR. FIRE PRO`.lECTfON (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 03-20-2000 File: OWEN-2 JOB : VAL RHYS OWEN HOUSE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------ END DIAMETER TOTAL (Psi/Ft) 1 q= 13.3 K= 3.90 L= 7.5 Pt 11.6 Pt 11.6 1 Q= 13.2 F=2LB F= 17.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 24.5 0.0924 Pf 2.3 Pn 11.3 ------------------------------------------------------------------------- 2 Pt 13.9 2 q= 14.5 K= 3.90 L= 15.5 Pt 13.9 Pt 13.9 2 Q= 27.7 F=LR F= 8.0 C= 150 Pe 0.0 Pv -1.4 Vel= 14.5 D= 0.884 TL= 23.5 0.3627 Pf 8.5 Pn 12.4 3 Pt 22.4 7 ------------------------------------------------------------------- .3 q= 0.0 K= 0.00 L= 57.0 Pt 22.4 Pt 22.4 3 Q= 27.7 F=8R2L2EB F= 29.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.2 D= 1.109 TL= 86.0 0.1202 Pf 10.3 Pn 21.9 ------------------------------------------------------------------------- 4 Pt 32.8 4 q= 0.0 K= 0.00 L= 29.0 Pt 32.8 Pt 32.8 4 Q= 27.7 F=2R2L F= 16.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.2 D= 1.109 TL= 45.0 0.1202 Pf 5.4 Pn 32.3 5 Pt 38.3 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 18.0 Pt 38.3 Pt 38.3 5 Q= 27.7 F=4RS F= 11.0 C= 150 Pe 7.8 Pv -0.6 Vel= 9.2 D= 1.109 TL= 29.0 0.1202 Pf 3.5 Pn 37.7 6 Pt 49.6 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- ------=------------------------------------------------------------------ „6 Q= 27.7 <<< SOURCE >>> Pt 49.6 E=>45-$lb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 70 X Static X X X 60 + X X X X 50 + X Resid I* Spr Sys 40 + 30 + 20 + 10 + * E-9 ev Loss HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : VAL RHYS OWEN HOUSE, 2 HEADS FLOWING .i.07'� ' � Y 8' 50' LFSB \ ;o 4' PARCEL 3 1 20.56 ACRES \LLJ 00 ;.7 ' LANE ' Y • N c4 X 663.19' \ 50' LFSB SPRING 010 / SFS 50 NDSB l \. `r:\ \ 3 C1 Ay'; \ l P L 4 \ \ f 90 9 ACRES r ' S0'f 50 LFSE3--------- / APPROVED Butte County Environmental Health Signature �✓ 7q -n 1. \667.49' 00 ori o, W Z Move) --t l r L%/ov TrC,-tj 1 r ec k DCC -k S luh �Y iv', 361\ Re, 1;("' 7 ---40- E -C, s. O; yavcL L�F+ f)co,^ NOTES RESIDENTIAL PERMIT N0. 041-4j0-017 99-2222 ` O S,' RHYS K -VALERIE' l ; - FOX TIAIL LANE, OROVILLE CONTR: MINTO CONSTRUCTION NEW SINGLE FAMLLY fT iA xi I -10,21 11,V V2 At) tJ Ql�-- CZ;271, Alk Z } y SPECIAL CONDITIONS CHECKED BY SRA FOD CERTIFICATE REQ. ✓ FIRE SPRINKLERS REQ. ��W-27& —SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER OFFICE COPY Address—' l� sNl er By '^t M -w, Date I (' JOB FINALED (Date) 16x�oa Signature J = OK 0 = Not OK - = NotAppli°able RESIDENTIAL (Single & Duplex) " • = Not Ready Date derfloor (Plans) OK except #'s Date FRAMING (Continued) tx"Zon Ha ers-Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold owns and Special Anchors y� lab, Steel -Wrapped 8. Pi s -Fireplace Fig. -Steel a . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test j,1 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Iec.,Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27. Equip. Ground madew/Mech Fasteners- nd G s & Water Appliance Circuits in Kitchen n uctor Size GFI 29. Subfeed Wire Size 221ga. Cu AJ> -.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q N 31. Service-RiserCyndoators & Ground Lain Disconnect E -Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 0& -Vent Access -Comb. Air -Return Air Vent 115 outlet / �I -*( Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL MBING (Permit) OK except #'s Card B-1 Date i? --water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date W-I&er Pipe; Test & Anchor -Nail Protection FR MING (Permit) OK except #'s ek V.; Test Fittings & Anchor -Nail Protection Sits Proper Materials & Anchors n� 20. Shower Pan; Test, First Floor -Tub Access 41 s Studs -Nailing Spacing & Braces -Plates -Sound 21. joarTub & Shower, Second Floor -Tub Access 2. Gas Pipe; Sixe & Anchors 44. Fir to urred Ceilings -Stairs -Chasers- Date,Card B-1 Date Card B-1 Date r It Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Iec.,Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27. Equip. Ground madew/Mech Fasteners- nd G s & Water Appliance Circuits in Kitchen n uctor Size GFI 29. Subfeed Wire Size 221ga. Cu AJ> -.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q N 31. Service-RiserCyndoators & Ground Lain Disconnect E -Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3 nt Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 0& -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date's Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR MING (Permit) OK except #'s Sits Proper Materials & Anchors 41 s Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing raft Stop in Walls tat proof) 44. Fir to urred Ceilings -Stairs -Chasers- s Headers & Beams -Size & Bearing Fire Ties -or Type A Flue -Fireplace Throat Clearance 49-It—fic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 460—Td—rm. Windows or Exiting Doors -Sill Ht. & Dimensions �[�rage fire Protection Framing Property Line Firewall & Openings 53 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 14w—Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection (sem�ood on Roof Overhang -Attic Vents -Rafter Outriggers g eneer Le7liucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Wall ai , g 60. Brace Inter' /Exteri W4 Panels 61. Insulatio • ei i s — /✓ 62. Infiltration-Walls-Windows NO Itof. Date S Card B-1 Date Card B-1 Date 1 Card B-1 ^� Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 6 o e Detector urnace Vents -clearance -Comb, Air -Connector - In G ge; Above Floor-Ducts-Mech. Protection 6 1Srd'om Exiting G.F.1.&Bath Fixtures & Tub Access --Spa .— . ueplace or Stove, Clearance -Hearth /lec. Outlets at Wood Panel, Int. & Ext. Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter ( tr. Htr.; a 49- rance-Comb Air Connector- 104t.10' m C ove FI ech. Protection Plb., Elec. & Mech. Equip. Listed for Location Gaihge (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic 489!Guard Rails & Deck Construction -Post Caps & Wood -Earth Clearance Looked r82--F61I' r g Instld./Drive 0 Yes /Walks 0 Yes aN_a4W`hters 0 Yestabe Roof, Plbg-Appliance-Fireplace-Clearance to W ell, Disconnect, Electrical, Plumbing JJ962rtbr Elec. Trim, G.F.I. Receptacle -Underground Ven ' ion Throughout House '/(8 lass Protection 90. Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval y Compliance Certificate -Other Certificates jp��oAddress Posted 4 It Date �('�ard B-1 Date , Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Comments at Final: V= OK A = Not OK - = Not Applicable -,MO13ILE HOMES -Not'Ready , Date MOBILE HOME UTILITIES (Plans) OK except #'s Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 1. Zoning Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 2. Soils; Special MH Support Sketch Roof; Shthg-Roofing 3. Sewer; Location -Test -Fall -C/0 -Concrete Ext.; Steps -Doors -Landings 4. Water; Location -Test -Easement Needed (Sketch) Braced Wall Panels 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Card B-1 Date Card B-1 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Footings; Size -Spacing -Marriage Line 7. 3. Gas; MH Test -Demand -Valve -Connector 8. 4. Electricity; MH Test-Crossovers-Breakers-Clea•ances 9. 5. Drain; MH Test -Fall -Flex Connector 10. 6. Water; MH Test -Regulator -Connector 11. 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- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater + 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES /-11 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Z OWNER PERMIT NO. A routine inspection• indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If ou have any questions pertaining to this matter, or need additional explanation, please co ct this, office immediately. Date / Inspector REV 10/92 -�-•�-.�-' ..v"�'-'-Y's �'-"-.t1.- y�":1.-�.�;�-�--+-�''�-.fs..-..--.��f' �'+zi---ti;*.,h---�-.�-"_-r-�'w.s-"'.--` COUNTY OF BUTTE A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 4 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Chico, CA • (530) 891-2751 7 County Center Drive o Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector�!�— REV 10/92 �E.s.'7r"C-c?:�-i3a..:.r.S:;'.�."-'OGi'' =:. :,i`.w"� Y'.icYaC'-.�' ': .c3=...a ;.;�,..� a:ai'T}.S:•'.+.�"g�'•r•-�'S��vr6`�i;�.k�..�y,��c'`_'�c_'� COUNTY OF BUTTE BUILDING DIVISION s DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - OWNER PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. s / /�! tai �O/�+"/�' �/�I� �i .✓ \ � D i, � /J'----� / , /!'yi^.1 �CY s Date 2 /?/ Inspector_!'�� REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -Z2ZZPERMIT NO. A routine insp=_ction indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 2- -2-21.22- PERMIT . E r Date ZL Zz-q Inspector REV 10/92 'iII! CERTIFICATION OF INSULATION SIC -303 FILE COPY TRACTti--, �' -' Z� -'coNTRACT o LOT # Ej P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901. LIC. #202026 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED SQUARE FEET) SQUARE FEET) SQUARE FEET) �,?.2�,"-TYPE.OFINSUL!ATION.,-:Y, Ty k PE-',bFJNSLII21ATION,y.,+i MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTLRER*S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER? '---x,',N-;,9'MANUFACTURER Xtf 1 OCIF OCIF OCIF BAGS ;R*".VALUE �INSTD! APPLIEDl,- R,-'VALLE,'�: ,'.'AP?LIED :MIN.INSTALLED 'PERP Wgk A— E%AP itb*tX:5$ � S INSTALLED'' SQUARE FOOT�' /c Y LUE,IS-OTHtFlITHANIWALLSABOVEL,-f,;;STZ�-�-i �INIEEWALLSIIIIF�R' W ift, _j MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCIF INFILTRATION SEALANT` MATERIAL MANUFACTURER W R GRACE � AA. "Is"tp , TIFy THATfIN�SULATION,AND/OR'.SEAL:ANT�HAS;BEEN INSTALLEPIN CONFORMANCE 1WITH!APPLICAB,CODES I VOICER _A_ In --`4f 'IIJ 'k -w J"-' E I IN 4NDARIDS`Ahlq� 0 ';g mm 1 .LE 51 NATURE-ILATION CONTRACTOR TITLE DATE V. % I k �` 0 1 1 MANAGER SIGWA.'EUFZE'-UENERAL CONTRACTOR TITLE DATE REMARKS SIC -303 FILE COPY GJp COUNTY OF BUTTE - DEPARTMENT.OF DEVELOPMENT SERVICES -BUILDING DIV ON •7 County Center Drive - Otoville, Califdenia 95965 - Telephone (530) 538-7 41 PERMIT NO (Rev.12/96). APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-430-017 ZONING ar 2.5 BUILDING PERMIT OWNER RHYS & VALERIE OWENS TE F-8775 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4 PEBBLEWOOD PINE DRIVE, CHICO 95973 ^ 222 T_ 552.00 331?_ 59 CONTRACTOR'S NAME MINTO CONSTRUCTION ry TE 345E 47615 9616.00' 26 3,432.00 CONTRACTOR'S MAILING ADDRESS P.O. BOX 127, DURHAM, CA 95938 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 14848.00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. -Fling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 618 BUILDING ADDRESS ^ O/� FOX T*A+6 LANE, OROVILLE, Energy Plan Checking Fee $ $ PERMIT FEE S1 All 11 1 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CO Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IQ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15' Mobile Home IS I GI W '@20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A 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 ' full force and effect.n License Class Lic. No. i<�' _. l w �� OWNER -BUILDER DE L RA 10 c I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service TO 46.00 NEW CONST. DWELLOcCcuCU p. EL OR ( 3.5�so. � EW cors. Mu�ou� NON -REBID. �G 7.SO POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FocruREs 20 @'.00 BAL p .50 Ex. Occup. OUTLEEDTS R61D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEES 240. 12 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. [31 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 8Q,Q Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with tho a provisions. Date a ure of Applicant - ❑ Owner Contractor ❑Agent ;h$0SHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE 11 . TOTAL FEE, -t',_-,,-,4.,, Z. FE IMP CDF P 1 pD D UE This permit is y issued undo the of the Butte County Code and/o solutions indicated above for which fees have been By / Date PERMIT EXPIRES ON (� pp (cable p ov' ons to o work paid. l3 ate Receipt No. 280304 $609.68 , WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -(NSP MR GOL D -APPLICANT A v ' '✓l 5 ` .-,:. �� l • •I'i.J'yiY�}� C� � � 1 �^ ,C'O'UNTY OF BUTTE - DEPARTMEN OF DE VE P ENT SERVICES - BUILD G DIVISION 01 7 COUNTY CENTER DRIVE - OROVIL E, CALIF4 URi[A 95965 -TELEPHONE (53 538-7541 PERMIT APPLICATIOSDATA SHEET te OWNER: tl H,IS 11/0 Lfu/f ASSESSORPARCEL'NUMBER: -,, 241- q3- 0J-2 Proposed Building Use: tevJ j ati S/G Buildingector: '`4C 7 InsP _ 4,t L ate: 2 7 Z.Qo0 At time of permit application, I was advised the following data must be "submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans -------- -- � C� ------- 0 3. Complete plans, 3/4 sets, signed by the preparer of plans.li ------------------------ ------------- „ q ❑ n"eered plans, 3/4 sets, with v �igrr�ture on plans. All engineering must be shown on,plans ---------- 6, aA in .. jj��7 - ngmeered truss details and laY9Zt uplicate (required prior to plan review No faxes! ------ -- --- ` nergy Design Compliance and supporting documentation. -�D �'�=-------------� r�CGC�_ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 0 -------------------------------------- ----❑ 8 : Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. anufactured Home data and installation instructions including Tie Down Specifications. O. Fees of $ 3------------------------------------------------------------------- Impact fees as shown on the attached schedule. ------- California Department of Forestry plan approval/fees. Flood elevation certificate. ------------------------------. �4. Sanitation andP lot lana approval t24 0 J �/ P PP 1Iealth Department. ❑ 15. City of Chico plumbing permit. ------------------ -------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- . Planning approval for (A) Use: (B) Parking: _. 8. Contact Land Development about OdImprovements, ❑ Drainage, OdLegal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑29!Pr ,-inspection for required. Request to Building Inspector on . Contractor's license information. (Number, Name Style, Classification). ----------------------------- Co 2Workers' Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - _______________________________ ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use. ------------------------------------------ ---------------------------------- 027. Manufactured Home utility clearance.-------------------------------------------------------------- --- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 1__130. ------- ❑30. Other: When you issue the permit, process as follows 11 Mail to owner, ❑DMaail to contractor. 3i�Telephone - O' -�75* and hold for pic 7gl JVW — ro�ii . ❑ Deliver with inspector. Purls p, u. F3 y Vro /112.11 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmeut, ❑ Od*:,, , , Date: Bv: (Date) .j� 1. Index permit application for the abov items numbered: t C10. 18.9 9 2. Additional items required: a Contractor, designer, owner, was advised of the above requir data by ❑phone, ❑ mair, ❑ Building Division counter, by 'Conor, 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, o advised of the above required by ❑ phone, ❑ mail, ❑ Building i'vi ' n counter, by Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer bye Date: n,.... Check List 31) Date: /01(? Date: H • / Date: Date: c `d Y� TO: + FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached 10or Plan Attache Sent to ®.O..,/ ^ ;Owner Location AP# Plan Approved for: Sewage Dispose We Water Supply: Public Priva ll Clearance for dwelling._ Other � Hold final for: Q ) r Final clearance O.K. for: NOTE: lXJ l i Environmental Health Specialist r 8/96 Date _,�..ktl.*v�l+i."�•�i�tk�«("vtl�r;• �`K°�,i�''^�±.::;�=,c.;�" �" ✓;, y.=r;��'v+�rj..�.2`r:�;�`�y_..'.','-}wc:�arr.':'.Y"�`u...+,.:t4,:ti',$��:,,`i'�'..-:1ti.�.�:eC��••"."`�,.,,;G�;��;,��.af-%t:�.-v 6 , 1 y � COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541, SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE S 1. BUILDING PERMIT FEES 2 �% -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ /2. SCHOOL DISTRICT FEES CA -(L (paid at, District Office) &-3�HERIFF FEES (paid at Building Division) Residential ........ _� z- $360.00 $ 3 Units Commercial (sq.ft.)... x $0.0 = Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x _$ Sq. Ft. Amt. �5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) *---"7'. SRA FIRE INSPECTION AND PLAN CHECK ' $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A. P. #_44 V- g'? - 6 1 7 DATE 7-2-74 / RECEIPT # DATE REC agl��c� 9 i 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10 OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to ernment Code Section 66020, you are hereby notified that iiems 2,3,4,5,6,8,9, and 10 above may hav 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) 4 v � COUNT'S' OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive - Oroville, California 93965 - Telephone (530) 538-7541 PERMIT NO. tRev.12/gr APPLICATION AND PERMIT �9 t FSE99 AAcELNUMSeR �-Ll3 _ ,-) ZONING BUILDINGPERMIT OWNERf N, JJ Ufaq�7C-�GJ`� C / TELEPHONE SO. FT. I OCC. BUILDING VALUATION w AD DRE 077"""QD 66 /.jai Chit o ifs / ✓ / jfWoQ CONTRACTOR'S MW lnl F-0 Co E 1rvc i< 0 ' TELEPHONE ?f- %b�- ���� �, COWRACTOR9 AV&NO ADDRESS P iz7 ��� �M C� �� �• V 3 lb..• CONSTRUCTION LENDS Z.= v LENDER'S "LNG ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee• O0 $ ARCHITECT OR ENONEER11 MAUNG ADDRESS Plan Checkin Fee t019-1 S BUILDING ADDRESS ^9ZEln /%y �� i L / Energy Plan Checking Fee 'I PERMIT FEE _ Lor No. 9UBONBIDNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 ,0.0 USEOFSTRUCTURE / SF fP Duplex ❑ Mobilehome ❑ Other sP�Mv Solar or heat um water heater 23.00 Water piping 15.00 J f Each gas water heater or vent 15.00 JT TYPE OF WORK NewAddition ❑ Remodel 13Utilities ❑ Installation Describe Work: ❑ Other 13 Gas piping system t - 5 outlets 15.00 / 6 Building sewer 15.00 / Mobile Home S G W Q20.00 PERMIT FEE _ 7' - ELECTRICAL PERMIT Filing Fee 20.00 WOV OR LESS Main Service 200A OR LESS r/ 23.00 .w mm NI "VIVI[:tl --- .v --- I I YV.VV NEW CONST. DWELLMq OCCUP. 3.5Qso OR ADDNS. � ( 6 ACC. BLDS. FTO N CONST. MULTI.OIfTLET NON-RESID. I�7.50 POWER APPARATUS & SINGLE OUTLET CR. 6 (� Ex. Occup. ounEr OR FDCTUREs SAL o ':5 Ex. Occup. o�M (RESIio. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 _ : G Misc. Wiring 23.00 PERMIT FEE U / MECHANICAL PERMIT Fling Fee 20.00 Heating 1�- 1 Cooling Z S Hood 6.50 (� Ventilation 3{� /3 7-- PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ 1/16 °`u i CONST TYPE TOT FEE $ NA:. ES EMP FLDODCOF PARC PO HO ISSUE This permit is hereby issued under the applicable provisions \ of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �V Oa• `� By Date PERMIT EXPIRES ON BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) .School District Ouilding Department No. A.P. Number Juris diction: city County Property'Ow'neri) Q Property Locatidn/Address 56/K Subdivision Residential Development No of Living Mobile Home Units :.Inst Commercial/Industrial New Addition Lot No. ................................. ......................................... ...................................... Sq. Footage 0? 8 Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection):: ................................................................................. . : Sq. Footage (Including Exterior Roofed Areas) 2z Date (door mans reviewed by 5chooi-!Jlstrict Personnel) ..Oist rict Identificatio-n No. -AOL- Ll School District certifies that 7"Trly -4:`le r t (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 9&_ Al by payment of $ representing square feet. AB 2926 11FULL MITIGATION $ School District Representative ."�Date Paid by Ch6.k `/Remarks: Notice: You may protest the imposition of "tt-oges identified above by submitting a written_$rotest to the District, in compliance with Government Code Section 66020(a), within' 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional schotl fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school *district) feeform.xis (10/98)dmm 4 . ,BUTTE -COUNTY PARK FACILITY FEE Ai(MENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): o-41 501-7 Property yOwner (s): U(,ee*l -Q.. OW&VU0 Pro'ect,L ation/Address: l`0X Tar i'1 . Butte Valleq Subdivison Name: Assessable Square Footage: 0`02 99 Type of Residential Development (check one): / New Development Afteration/Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Comments: Building Dlvj ion'Repr sent five. Date Durham Recreation and Park District (DRPD) certifies that %Lrlerie Rhus nwegs X530) ?1 Ci - 0 1, z Applicant Name �' Applicant Phone Number.. ass? f=ox Fo'l Ln. . Street Address �-e Vjlleea city State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 4:,el 2 93 - 114 by payment for square feet`at $ 1.04 per square foot for a total payment ib F V bRPD Representative PAID BY CHECK No.:X30 q51 BANK No.: PAID BY CASH: RECEIPT No.:- /n -7 ;.n Remarks: Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION a PRC -ECT PROCESSING RECORD ol , - Jim fi 6"14 h�er��o9 D �o Ar .t rum a-� c� J'IZr h2/r� -fold Aur�ulU U,ctkQ.t. p-uy7uoxu l o : -!:�o — / /:to Cho Ae (.Af lI. ND RESEDL19TIAL PLAN CHECKIM GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER:, Owt r) BUILDINGPERMQTNUMBER PLAN CHECKER: I'1�- Ulf A P. NUMBER: b qi _ q ,O -O 1 % MAL Zoning requirements:,(side yards and number of permitted living units). Valuation. Plans signed by designer. ,4! Proper description of work on application. Z Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. • Recorded notice of violation. �' PLOT PLAN: _ ` 1 me4%=,1Or1 Complete parcel size and dimensions. 5'' Setbacks, side yards, easements,. etc. ¢� _3! Other buildings or structures. •+ " Grading, fills and/or drainage., .S! Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). a! F.A.U. 8i. F.A.S. road setback. Building or utilities across lot lines (Record. form). FLOOR PLAN: ,1! Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). ,4. Skylights (Section 2409 & 2603.7). f_ Glazing in Hazardous Locations (Section 2406). .kr Required room sizes, ceiling heights (Section 310.6). /7' G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10 Garage firewall, door size and closer (Section 302.4). J4' Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. fn�k f C4 DETAII, Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). F.'rClerestory requiring balloon framing and/or engineering. A' Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. r �?! Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. wnda h cy-) ,Y. ' Rafter ties or bearing ridge beam. n JD-' • Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. KQ l 13. Adobe soils - special foundation design. ,,,W Retaining walls requiring design. 15. Special Inspection requirements. Header size. 0 Sheetrock nailing inspection required? . July 1996 3,2 C OUS ITEMS. 10 LIMIC al IT F611 1 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). 4. -Exterior plaster - weep scneeds.(Section 2506). C( ,S! Proper roof pitch for roof covering (Section 1501). l Z 6. Roof coyering type - (fire hazard). ,Y Fdam insulation - protection. 36" halls and stairways. 9. Living area over garage - lete 1 -hour arati Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). 2. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. A4' Noise requirements on duplexes. Q j( w `fid Energy design. , . �jde 617e� Flashing at all exterior' openings. l7. C.D.F. responsible area requirements. v� t�Bom July 1996 3.3 • Minto Construction P.O. Box 127 Durham, Ca 95938 1 14a S • IkA46lf 1201 fy (530) 345-4765 ................................................................................... Butte County Building Division 7 County Center Drive Oroville, Ca 95965 November 28, 1999 Re: Rhys and Valerie Owen .4 Pebblewood Pine Dr. Chico, Ca 95973 Parcel Number: 041-430-017 Building Permit Number: 99-2222 In response to your letter dated November 2, 1999, received November 22, 1999, the following changes have been made with regards to the above referenced building plans. Please note that the referenced plan has been thoroughly checked by Mr. Charles Roberts Civil Engineering, with the appropriate modifications and `vet" stamp included. A3 Es Response Item # 2. 1 hour Fire assembly, Chapter 3, page 13, 302.4, Exception #3 on page 1-14 �i CUBC. In addition, the�Exterior�w'all Stairway, and Interior supporting members are to be constructed per table 25 G age 270 C� & Please note the specific assembly, and all the requirements from t6ie able are �directly'on the plan: 1 layer 5/8 inch type X gypsum, screwed on 3 10 12 inch centers with 13 gauge 1 5/8 inch .098 inches in diameter screws. Joints to be taped with °gyp 3 jgL, type X rated compound/and ;t7ae. All sheetrock in horse accessible areas will be covered with 3" sheet metal and/or3/4inch plood. Beams and posts will be wrapped with sheetrock, and taped. Res once Item # 3. Fire sprinkler plans have been received from licensed contractor/installer. Plans to be submitted wkll these -submittal of above referenced plan. Sincerely, James Minto Minto Construction MT PPPO 6"' l_14R2 10M. Sv' Robbrts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8T Website: http://www.r-c-e.com Butte County Building Department 7 county Center Drive Oroville, CA 95965 (530) 538-7541 RE: Owens Residence 2858 Foxtail Lane Butte Valley, CA APN: 041-430-017 To 'kAlom It May Concern, Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. for the above residence. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts, PE, MS � i Plan Check Comments V� v \ Owen Residence - 2858 Foxtail Lane Butte Valley,CA 1. Detail #3 on sheet 2 has been modified to show 12" min footing depth. / Wall mark for Wall Line B at 1 St floor has been changed to wall mark 2, see sheet 3 of the drawings. Wall mark for Wall Line C at 1 st floor -has been changed to wall mark 5, see sheet 3 f the drawings. ;/4". Note 1 1 on sheet S6 has been modified to state that were 3" nominal sill plate are ryeeded & that a longer anchor bolt is required to insure 9" min embed. Wall line indicator for wall line 1 has been changed on sheet 3 of the drawings. Detail has been added showing the Knee Brace at Wall Line A, see detail 1 on sheet 7 of the drawings. . �AII sheets have been numbered. Charles). Roberts, PE (530) 894-880 k ROBERTS CONSULTING ENGINEERING 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 � i Plan Check Comments V� v \ Owen Residence - 2858 Foxtail Lane Butte Valley,CA 1. Detail #3 on sheet 2 has been modified to show 12" min footing depth. / Wall mark for Wall Line B at 1 St floor has been changed to wall mark 2, see sheet 3 of the drawings. Wall mark for Wall Line C at 1 st floor -has been changed to wall mark 5, see sheet 3 f the drawings. ;/4". Note 1 1 on sheet S6 has been modified to state that were 3" nominal sill plate are ryeeded & that a longer anchor bolt is required to insure 9" min embed. Wall line indicator for wall line 1 has been changed on sheet 3 of the drawings. Detail has been added showing the Knee Brace at Wall Line A, see detail 1 on sheet 7 of the drawings. . �AII sheets have been numbered. Charles). Roberts, PE (530) 894-880 k August 3, 1999 Rhys and Valarie Owen 4 Pebblewood Pines Dr. Chico, Ca.- 95973 Parcel Number 041-430-017 Building Permit Number- 99-2222 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: er/plans are in line up for structural review reviewed by the engineer. I will contact you regarding this review when ,Engineer of Record is to review and approve trusses per his lateral design. Provide conformation he has done so. X If FAU is located in the attic please provide revised truss calc showing mechanical loads. Show location of the unit directly on the plans. Show location and size of any skylights directly on the plans. Energy calcs cannot be reviewed without this information. Review and possible corrections may be required when this information is received. Provide the size of all windows directly on the plan. Window sizes are missing. Energy calcs cannot be reviewed without this information. Review and possible corrections may be required when missing information is received. GEnclosed are your park and school fee forms. Please pay any required fees at district offices • and return yellow copy of forms to the building department. [these are being sent to the contractor]. ,,< `Plot plan is to be dimensioned with distance of this structure to the nearest property line. There is a minimum 30 foot setback required per SRA. Fire Sprinklers are required for this structure as a condition of your parcel map. When sprinklers are required they must be issued concurrently with the building pertmit.. Only the property owner or a licensed C-16 contractor may make application for the fire sprinklers. Plans and calcs must designed by a licensed C-16 contractor. Please make application for permit and submit plans as soon as possible to coordinate review and approval with the building permit. Entire structure will be required to be sprinklered. '.(nr GDF kfbi PE,VCE, oNLI( XDetails for foundation system are to be numbered and keyed to the correct location on the plans. Section detail sheet is to show required house wrap. .0provide construction detail for all decks. Size all members and provide attachment to n structure. Detail guardrail requirements from the code directly on the plans. '?0rpvic(P S�r i nt&mA a -fico t ( �P R3].\Provide a complete one-hour fire assembly for separation of the residence [R3] and barn J It is the designers responsibility to provide complete assembly from the Ur, BC and detail all ) requirements on the plans. [This includes requirements for any penetrations through assembly or through a membrane of the assembly]. Provide contractor's license number, name style, classification. Plan check will resume upon receipt of all of the above items. 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 1:00 P.M.- and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Jim Minto 4 Parcel Number 041-430-017 Building Permit Number: 99-2222 BEAUTY 7 COUNTY CENTER DRIVE • OROVILLE,.CALIFORNIA v95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed'elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.. Structural elements of pans have been approved. 2. You have not provided a complete one hour assembly per Table 7 C UBC. Please note the specific assembly and all requirements from the table, directly on the plans. In addition, you must provide the specific one hour assembly for the exterior walls per Table 7 B and supporting structural members and one hour assembly separating stairway from the barn. The use of the term "Per Code" is not appropriate. You may also detail appropriate assemblies from the Gypsum Fire Resistive Design Manual. [you are to include any requirements for any penetrations through the assembly or through a membrane of the assembly.] 3. Per item number 8 on the previous letter: house/barn plans must be issued concurrently with the�fire sprinkler plans. Plans are reviewed in the order recieved and initial plan review, depending on the number of applications recieved ahead of your. Please submit plans and calcs as soon as possible so as not to delay issuance of all permits. 4. Other items from previous plan review are approved as shown on plans or explained in the reply letter. Plans may be picked up in the Oroville office of Development Services for further revisions. Sincerely, Martha Whitney Plans Examiner 1 November'2, 1999 Rhys and Valarie Owen 4 Pebblewood Pine Dr. Chico, Ca. 95973 Parcel Number 041-430-017 Building Permit Number: 99-2222 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plan is in line up for structural re -review. I will contact both you and your engineer if there are any corrections needed per this review. 2. You have not provided a complete one hour assembly per Table 7 C UBC. Please note the specific assembly and all requirements from the table directly on the plans. In addition, you must provide the specific one hour assembly for the exterior walls per Table 7 B and supporting structural members and one hour assembly separating stairway from the barn. The use of the term "Per Code" is not appropriate. You may also detail appropriate assemblies from the Gypsum Fire Resistive Design Manual. [you are to include any requirements for any penetrations through the assembly or through a membraneof the assembly.] 3. Per item number 8 on the previous letter: house/barn plans must be issued concurrently with the fire sprinkler plans. Plans are reviewed in the order recieved and initial plan review, depending on the'number of applications recieved ahead of your. Please submit plans and calcs as soon as possible so as not to delay issuance of all permits. 4. Other items from previous plan review are approved as shown on plans or explained in the 1 reply letter. After structural review, plans may be picked up in the Oroville office of Development Services for further revisions. Sincerely, Martha Whitney Plans Examiner 2 Rhys and Valarie Owen 4 Pebblewood Pine Dr. Chico, Ca. 95973 Parcel Number 041-430-017 Building Permit Number: 99-2222 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail,. specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.. Detail foundation to show minimum depth of 12 inches. 2. Wall line "B" first floor - Shear =.271 k/lf which corresponds with Shear Wall 2. Wall is marked Shear Wall 1. Please revise. 3. Wall line "C" first floor - Shear is 0.516 k/lf which would correspond to Shear Wall 5, plans call ou. S ear Wall Je your intention? ike to s lls learly called out with a corresponding note to. increase size of 75.all b Its accoMi the affected location'- your choice. lin at first floor is incorrectly labeled line 2. 6. Line " ", knee brace is not detailed on the plans, only reference is on the East elevation. 7: Number sheets. N*Nmw 1 ,November 1; 1999 Rhys and Valarie Owen 4 Pebblewood Pines Dr. Chico, Ca. 95973 Parcel Number 041-430-017 Building Permit Number: 99-2222 'euite Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to .include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets ofcalculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Plans are in line up for structural review. I will contact you regarding this review when reviewed by the engineer. 2. Engineer of Record is to review and approve trusses per his lateral design. Provide conformation he has done so. 3. If FAU is located in the attic please provide revised truss calc showing mechanical loads. Show location of the unit directly on the plans. Show location of attic access. 4. Show location and size of any skylights directly on the plans. Energy calcs cannot be reviewed without this information. Review and possible corrections may be required when this information is received. 5.; Provide the size of all windows directly on the plan. Window sizes are missing. Energy calcs cannot be reviewed without this information. Review and possible corrections may be required when missing information is received. 6. Enclosed are your park and school fee, forms. Please pay any required fees at district offices and return yellow copy of forms to the building department. [these are being sent to the contractor]. 7. Plot plan is to be dimensioned with distance of this structure to the nearest property line. There is a minimum 30 foot setback required per SRA. 8. Fire Sprinklers are required for this structure as a condition of your parcel map. When sprinklers are required they must be issued concurrently with the building permit. Only the property owner or a licensed C-16 contractor may make application for the fire sprinklers. Plans and calcs must designed by a licensed C-16 contractor. Please make application for permit and submit plans as soon as possible to coordinate review and. approval with the building permit. Entire structure will be required to be sprinklered. 9. Details for foundation system are to be numbered and keyed to the correct location on the foundation plan. 10. Section detail sheet is to show required house wrap. 11. Provide construction detail for all decks.. Size all members and provide attachment to structure. Detail guardrail requirements from the code directly on the plans. 12. Provide a.complete one-hour fire assembly for separation of the residence [R3] and barn [U3]. It is the designers responsibility to provide complete assembly from the UBC and detail all requirements on the plans. [This includes requirements for any penetration's through assembly or through a membrane of the assembly]. 13. Provide contractor's license number and classification. Plan check will resume upon receipt of all of the above items. 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 1:00 P.M. and 4:00 P.M.; Monday. through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Jim Minto 2 �_1iVlr�r';lri :rir�ii SEP 1.4.19'9 Ervir^nmontnl ; < 7 County �;ecter -'%V LAND DEVELOPMENT OROVILLE / CHICcProville, Ca BUILDING / ENVIRONMENTALHEALTH- PERMIT CLEARANCE Building Permit No. NAMEOWNERS/ J/)y NUMBER 'W- Tc3Q '0%� PRINT LAST NAME FIRST ADDRESS / LOCATION: (7 eR/Z /:77 " f %51/Z V: j` " COUNTY ZONING DESIGNATION:-, J` FLOOD MAP: ` FLOOD ZONE - _L APPROVED: CONDITIONALLY APPROVED: �� RESOLVE PROBLEMS PRI WTO APPROVAL - Vo - Vo _. PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: e&r_ /K /�j� �00-n1 /-Ifc /f Lor o/-- 6�/L�tz. /L IAIX-d MAP INFORMATION: DATE OF RECORDING: q �/ 7Z9 Gi LOT_ BOOK C7 PAGE c� " COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ✓ NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 R building setback from centerline of road. _ 2. Maintain a ft. building setback from right-of-way/centerline _ 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 R leachfield setback from all etasting wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. ru CcN�Ifi�� 5 _ 11. Pay T.D.D. (rhennalito Drainage District) fee in -t a amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Departmerit-of-Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to. be made to Me Planning Divis/on. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation systeT which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte 'County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. ` —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AI0 lel a 4O,kmoo 666 0 LD 6/98 FORMS\BLDG PERMIT CLEARANCE J Permit Clearance ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: ) ZZZZ - Date: O— Genera/Information 1 ' Owners Name: AP #: Same as Computer Information: ❑ No ❑ Yes S� Address: `I C3�t,`�f►J�� i7 T� �� � 1�� � � G� c s !� ) y�, 'go' L--D)JJ g -_'O X L. L_7, J Provertyinformation Zone District: AQ -Date Ordinance: LA _ I Li — 7 Date of General Plan: Development Agreement: Use Permit: Parcel Is In: Variance: Land Conservation Agreement ISNo ❑ Yes, check use Minimum Acreage: `Nitrate Action Plan ISNo ❑ Yes Violation Area JRNo ❑ Yes Specific Plan 0 No ❑ .Yes ❑ Chico ❑ D2N Enterprise Zone Jallo ❑ Yes, check use Q 9 Floodplain Jallo ❑Yes Zone: Watershed Protection Zone Wo ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other ❑ Cohasset Panel Number: 0 57 S C_ SFD ❑ Residential Accessory Proposed Use Complies With: I* General Plan KZoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ZoninQ Code Street & Highways Fire Prevention Subdivision Ma Front Zo <' Side ' D Side street —— Rear I o Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: ` Parcel Created by: ❑ Deeds PerMif Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes &Map Date of Recording: C) '� "' �1 ) rn m /L7 0 Lot: Block: �' Book: Page: Conditions That Must be Met Prior 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 General Comments: TABLE OF CONTENTS TOC P2`6ject Ti.tl.e.......... a RHYS RESIDENCE. Date�..11./0.3./99 16:55:18 Project Address........ 2858 FOXTAIL LANE ******* OROVILLE,- CA- *V5.00*_ Documentation Author... ROBERT'-MANGRUM-- ******* Buil ing-Pe it # Paradise Njechanical.. / • /� 5655 Almond. S.treet.. Plan Check_ / D to Paradise,- CA 95969 530-877-888.2 Field Check/ Date Climate- Zone-...... ... 11 - Comolia-nce- MPrhnr3 MT('Dn.IIaQr_ t rz nn .9... MICROPAS5 V5.00 File-MENTO2 Wth-CTZ11S92 Program --TOC User#-MP1342 User -Paradise- Mecha-n-ica-1 Run -MENTO -TITLE 24 TABLE OF CONTENTS Report Page FORM CF -1R................ 1 FORM MF -1R ................ 4 FORM C-- 2 R.. _ ......._ _ . _ 7 HVAC SIZING ............... .10 WILDING DEPARIW EN'," CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page -1 CF -1R Project Title........... RHYS- RESIDENCE Date -..11/03-/9.9 16:55:18 Project Address. 2858 FOXTAIL LANE ******* OROVILLE, CA *v5.00* Documentation Author ... ROBERT MANGRUM ******* Building -Permit # . Paradise Mechanical.. 5655 Almond.. Street-_ Plan Check--. / Date Paradise.,. CA 95969 530-877-88-82 Field Check/. Date Climate -Zone:.......... 11 - Compliance Method...... MICROPAS5 v5.00 for 199-9 Standards by Enercomn... Inc MICROPAS5- x5-.00 File-MENT02 Wth-CTZllS9.2 Program -FORM CF --1R User#-MP1342 User--Paradise-Mechanical Run -MENTO -TITLE 24 - Component Type - GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type...... .. Bu-ilding. Front Orientation. Number of Dwelling Units._.__. Number.,, of-. Stories-. . ... . . Fl.00r.. Construction -Type-....._... Blazing. Percentage.........- . . Average Glazing U -value.... _average- Glazing SHGC....... 2288 sf Single Family Detached New - Front Facing 80 deg (E) 1 t 2 Raised Floor 13:.6 of -floor area 0.6 Btu/hr-sf-F - 0,65 BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type-- R -value- - R -value-- R-va-lue- U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 Door None R-0 R-0 R-0 Roof- Wood. R-11 R.- 2.7 R- 3-8- FloorExt Wood R-19 R-0 R-19 FENESTRATION 0.065 FRONT WALL, BACK WALL, 0.330 GARAGE DOOR 0_..025 ATTIC 0.048 FLOOR LEFT WALL RIGHT WALL Over - Exterior hang/ Shading Area U-1 s Interior Orientation Standard (sf-) Value SHGC Shading Window . Front (E) 20.0 0.600 0.650 Standard Window Front (E-) 15.0 0.600 0.6.5.0- Standard Window Front (E) 33.0 0.600 0.650 Standard Window Front (E): 10.5- 0.600 0.650 Standard Window Front (E) 27.0 0.600 0.650 Standard Window. Front (E)_ 10.5 0.600 0-.650- Standard Window FrDnt (E) 15.0 0.600 0.650 Standard Window Left (S). 40.0 0-.600 0.650 Standard Window, Left (S) 16.0 0.600 0.650 Standard Window. Le=t (S): 40.0 0.600 0.650 Standard Window Back (W) 12.0 0.600 0.650 Standard Window Back (W) 12.0 0-.600 0.650 Standa-rd Window Right (N) 16.0 0.600 0.650 Standard Window Right (N) 6.0 0.600- 0-.650 Standard Window Right (N) 16.0 0.600 0.650 Standard Window Right (N) 14.0. 0.600 0.650 Standard LEFT WALL RIGHT WALL Over - Exterior hang/ Shading Fins Standard s Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes S-tAAard; � MUNI Yes Standard Yes Slit a_-_ a�r.'d�EPAF1 T%4Y=e s, . Standard Yes Standar51 ( Yes- `" W P � CERTIFICATE.'OF COMPLIANCE.:. RESIDENTIAL • Page_ 2_ CE -1R Project Title....._.....- RHYS RESII)RNrP- n MICROPAS5 v5.00 File-MENTQ2 Wth-CTZ11S9-2 Program -FORM CF -1R User##-MP1342 User-Paradise-Mechan-ical Run -MENTO TITLE 24 - Orientation Skylight Horz FENESTRATION Area U- Interior (sf) Value SHGGC- Shading-. 8.0 0.580 0.650 None Minimum Equ-ipment Type- Efficiency Furnace ACPackage 0.800 AFUE 10.00 SEER Exterior Shading- None Over- hang/ Fins None HVAC SYSTEMS Duct Duct Tested Duct ACOA- Thermostat Location-. R va-lue Leakage- Manual D- Type. Attic R-4.2 Pre1999 No ---7-- Setback Attic R-4.2 Pre19.99- No. Setback WATER HEATING SYSTEMS Number Tank External in Energy. Size-- Insulation Tank Type-- Heater Type Distribution. -Type- System Factor- (ga1). -R-value Storage Gas Standard 1 0.61 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 a Housewrap/Air Infiltration Retarder. REMARKS a-JU R E C0UNj v. WILDING DEPARINFEN' � CERTIFICATE 'OF COMPLIANCE:. RES-IDEN_TIAL`_'- Page- 3- CF -1R Ptojec.t. RHYS RESIDENCE,- Date---- Tr. - 1;q _1JQ MICROPAS5-.v5.00. File-MENT02 Wth-CTZ11S9-2 Program --FORM CF -IR User#-MP1342 User-Pa-radise Mechanical -Run-MENTO TITLE 24 - COMPLIANCE STATEMENT This certificate of compliance -lists the-bu-i-lding features and performance specifications- needed to comply w-ith-Title--24-, Parts -1. and' '6.. of the California- Code- of Regulations, and the administrative- regulations to implement them.. This certificate has..been-s-igned-by the- individual' with overall design responsibility.. When -this certificate of compliance.. is submi-t-t.ed-- for- asingle building- plan- to:. be- b.uil.t:- in multiple- orientations, any.:- shading feature- that- is- varked-... is- indicated.. in the:- Spe_c:iaL.. Fea:tur es -Model ing-_-Assumpt ions sect -ion. DES-IGNER-or OWNER_ DOMMEN"alrTr)w ATTmunD Name:.... Title*,..I:. . Agency.. Phone..: Signed..., (date) jUTTE COU -N] i WILDING DEPART EN' " AV, F`tK)y,' � �, � Name.... JIM MENTO Name.... ROBERT MANGRUM Company,. MENTO CONST. Company. Paradise Mechanical Address. FOXTAIL LANE. Address. 5655 Almond Street Phone..,. OROVILLE 530.345.4765 Phone... Paradise, CA 95969 530-877-8882 Li-cenze-. Signed. Signe (date) (date) ENFORCEMENT AGENCY Name:.... Title*,..I:. . Agency.. Phone..: Signed..., (date) jUTTE COU -N] i WILDING DEPART EN' " AV, F`tK)y,' � �, � MANDATORY MEASURES CHECKLIST: RES-IDENTIAL Page -4- MF -1R RIiYS_ RESIDENCE- Date Project Address........ 2858 FOXTAIL LANE ******* Documentation Author... Climate -Zone........... Compliance- Me-thod..... . OROVILLE-, CA ROBERT MANGRUM. Paradise Mechanical 5655 Almond Street Paradise, CA 95969- 530-8-77-8882 5969530-8-77-8882 11 MICROPAS5- x5.00 for *v5.00-* ******* 199.9 Standards - Building -Permit ## Plate Check_ / Date Field Check/ Date by EnPrrmmn Tne- MICROPAS5 v5.00 File-MENT02 Wth-CTZ11S92 Program --FORM MF -1R User##-MP1342 User -Paradise -Mechanical Run -MENTO -TITLE 24 -- Note: Lowrise residential buildings subject to the Standards must contain these measures- rega-rdless- 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- whet�ier they are shown elsewhere in the documents or on this checklist only. BUILDING ENUELO:PE-MEA&URES Des-ig-n- Enforce - *150 -(a)-: Minimum- R-19 ceiIing insulation-. er� meet 150-(b)--: Loose fill insulation -manufacturer's -labeled R -Value. * 150: (:c-).:. Minimum- R-13 wall insulation in- wood- framed walls- or equivalent -U -value in metal frame:. walls- (does- not apply- .v to- ext_erio:2 .maea walls) *15-0(d+.- Minimum R-13 raised- floor insulation in framed floors-. 15.0(.i): Slab edge insulation - water absorption rate no greater than 0.30-o,_ water vapor transmiss-ion rate -no greater than �.0 perm/_inch . ' 118: Insulation specified or installed meets CEC quality 3 standards-. Indicate type and form.. 116-17: Fenestration Products,- Exterior Doors -and Infiltration/ �— exfiltration controls 1. Doors and windows between cond-itioned and unconditioned spaces designed to limit air leakage. '} 2. Fenestration products- (except.field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only, T 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards-. 150(e): 150(e) Installation of Fireplaces, Decorative Gas Appliances _dl --` and Gas Logs 1. Masonry- and factory -built fireplaces- have: a. Closeable metal or glass door b. Outside -air intake with damper and control c. Flue damper and control 'Ju 2. No continuous -burning gas -pilots allowed. L�- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page .S MF -1R Project ' Title.......... RHYS- RES-IDENCE Date..11/03/9-9= 1 -ti - 5.r� • I R MICROPAS5 x5.00 File-MENTO2 Wth-CTZ11S-92 Program -FORM MF -1R User#-MP1342 User -Paradise -Mechanical Run -MENTO -TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment, 110-113 HVAC equipment, water heaters-, s-howerheads and faucets certified by the Commission_. 15-0-(h):- Heating and/or cooling_ loads- calculated. in accordance. with- ASHRAE_,_ SMACNA or ACCA.... 15-,(1_)_ : S.e:tbac)c thermostat- on all- applicable:- heating and -/or. - Cooling systems. 15-0-(J) Pipe- and Tank insulation 1. Storage- ga-s- water heaters rated- with an Energy Factor of less -than 0.58 -must be- exte-rna-lly.wrapped- with insulat..on having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes- closest to wate-r heater tank, noon - 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 mas-tic, tape, ae-rosol sea-lant or other duct closgre system that meets the applicable requirements of UL18f-, UL18-1A, or UL181B and othe-r- applicable -specified te�ts for longevity given in Sec. 150(m). 2. Exhaust fan systems ha-ve-_backdraft or a-u-tomatic dampers. 3. Gravity ventilating systems serving conditioned space have e-ithe-r automatic or readily acces-sible-, manually operated dampers. 114: Pool and Spa -Heating Systems -and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is -installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool sys-tem- ha -s- directional inlets --and a circulation pump time switch. 115-: Gas --fired central furnace -s, pool hea-te-rs-,- spa- heaters, or household cooking appliances have no continuously burning W pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) .� ! r- - nAA1 [' t -- FLUNG DEPARTM N . ' 1 , � MANDA.TORY MEASURES- CHECKLIST- -_.'RESID'EN_T_IAL_... Page- . 6-- MF -1R P.to.le.ct- Tit_L-e: ------------- RHYR PRJqTnRMrP -1 -1 /nom 4 r% n MICROPAS5--v5-.0.0 File-MENT02 Wth-CTZ11S-92 Program--FORM--MF-1R User#-MP1342 User-Paradise-Mechan-ical Run -MENTO TITLE 24 LIGHTING MEASURES 1-50.-(-k-)--1-: Luminaires-. for general lighting- in -kitchens shalI.-.- have_ lamps. with an.. off ica-cy of- -.4.0... lumens/watt. on greater for general lighting in kitchens.. - This - genera -l- lighting --- shall be controlled by a switch on a readily accessible lighting control panel at. an entrance -to the -kitchen. : 150(k)2Rooms with a shower or bathtub must either have at least one luminaire with lamps with an.efficacy of 40 lumens/wa-tt or greater switched at the--entrance--to-the room or one of the alternatives to this requirement 1 allowed in. Sec. 150-(k)2.; and recessed ce-i-ling.,fixtures. are -.IC (insulation cover)..'a-p proved.. Design-Enforce- er. men �IILDWG DEPA,,R`,-'t',AENW APO & APP"OVEn COMPUTER METHOD -SUMMARY Page -7 C -,2R Pfoj ' 'ect-- Title ............ RHYS RESIDENCE- Date -..11/-03-/99. 16:55:18 Project Atdress ...... 2858 FOXTnTT. LANE OROVILLE, CA.- *v5.00* Documentation Author... ROBERT-MANGRUM., --Building-Permit Paradise Mechanical. 5655 Almond Street_. Plan- Che:cic-. / Date Paradise.,., CA 95.9.-6.9- 530-8-77-8882Field CheckZ Date, Climate -Zone........... Compliance -Method...... MICROPAS-5 v5,00 for 199 -9 - Standards- bv Em-rrnmn-_- Inc MICROPAS5- v5.0.0 File -MENTO -2 Wth-CTZ11S9-2 Program -FORM C --2R' User#-MP13-42 User-Pa-radise-Mecha.nica-1 Run -MENTO TITLE 24- MICROPAS-5 GENERAL ENERGY USE SUMMARY Height Energy Use (kBtu/.sf-yr) Standard Proposed roposed Compliance Cred4 Design Design Margin Space- Heat.ing ........_16_72 Housewra-p- 14.47 2_25 Space. Cooling .......,....._ 14.55* 12.01 2:..54:. Water Heating.......... -12-.00 10.37 1-.63' Total- 43-.2-7- 36.85 6.42, Building complies - with - Computer Performance- **-* erformance- Zone Type - HOUSE Residence GENERAL INFORMATION -Conditioned Floor Area..... 2288- sf Building Type ............... Single --Family Detached Construction Type...... ... New Building Front Orientation.. Front Facing 80'deg-(E) Number of Dwelling- Units-__. 1 Number of Building- S.t_or!es-.__-,, 2 Weathe:r--Data Floor Construction Type.... Number of Building: Zone-s-... Conditioned Volume......... Slab -On -Grade Area Glazing Percentage .......... Average- Glazing-. U.7va_Lue____._. Average Glazing SHGC ....... Average -Ceiling. Height..... Raised Floor 1 18304-cf Q:' sf 13.6 0-.- of floor area 0-.6- Btu_/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION Floor . #- of Area.. Volume Dwell Cond Thermos -tat (cf) Uhits--itionecl. Type 2288- 18304- 1.00 Yes- Satback - Vent Vent Air Height Area- Leakage (ft) ('s Cred4 8-.0 Standard Housewra-p- aU TIE u"OUNI N WILDING DEPARTY-EN." N A_Prr-%RC)A!ErP1',1 COMPUTER METROD- SUMMARY Page -8 C -2R Project•Title:......... RHYS RESIDENCE nano ,-,in')Inn , r _ ; MICROPASS- x5.00 File-MENT02 Wth-CTZ11S92 Program -FORM -C -2R User##-MP1342 User -Paradise Mechanical Run -MENTO -TITLE 24 OPAQUE SURFACES Area- U- Insul Act Solar Form 3 Location/ Surface- (s -f) value R-val Azm- Tilt Ga -ins- Reference Comments HOUSE 1 Wall. 2 Wall 3 Wall 4 Wall 5 Wall. 6 Door 7 Roof 8 F1oorExt Orientation - HOUSE 1.Window 2 Window 3 Window .4 Window 5- Window 6 Window 7 Window 8 Window 9- Window 10 Window 11 Window 12 Window 13 Window 14- Window 15 Window 16 Window. 17 Skylight Surface HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window. 6 Window 7 Window 8 Window 9 Window - 10 Window 18.1- 0..065- 1-7.-8-. 8-0- 9.0- Yes. 92 0.065 17.8 80 90 No 320- 0.065 17.8- 170- 90 Yes - 328 0.065 17.8 260 90 Yes 3-64_ 0.065- 17 _8-- 3.5-0- 9-0.. Yes - 20 0.330 0 80 90 No 228-8- 0.025- 38- n/a- 0 Yes 2288 0.048 19 n/a 0 No W__ 1.9... 2X6.. _.16- . W.19.2X6.16 W-. 19-.2X6.16. W.19.2X6.16 W _1,9..-2Y,6_._1_6 None R. 38-.2X4-.24- FX.19.2X8.16 8-.2X4-.24- FX.19.2X8.16 FENESTRATI.ON.. S.URFA,CES FRONT. WALL FRONT -WALL LEFT WALL BACK WALL RIGHT WALL GARAGE DOOR ATT I C FLOOR Area U- Act - Exterior Shade -Interior Shade (sf) Value-SHGC Azm Tilt Type/SHGC Type/SHGC Front (E) 20-.0 0.6.00 0-.650 8-0 9-0 Front (E) 15.0 0.600 0.650 80 90 Front (E-)- 33.0 0.6G0 G. 6-50 8.0- 50 Front (E) 10.5 0.600 0.650 80 90 Front (E-) 27.0- 0.6-00 0-.650 80 90 Front (E) 10.5 0.600 0.650 80 90 Front (E-) 15-.0- 0.6-00 0-.65 0- 8.0 9.0. Left (S) 40.0 0.600 0.650 170 90 Le -ft (S-)- 16-.0- 0.600 0.6-5.0 170- 90 Left (S) 40.0 0.600 0.650 170 90 Back (W-)- 12.0 0.600 0-.65-0 260 90 - Back (W) 12.0 0.600 0.650 260 90 Right (N) 16.0 0.600 0.650 350 90 Right (N)- 6.0 0.600 0-.6.50 3-50.- 90 Right (N) 16.0 0.600 0.650 350 90 Right (N) 14.0 0.600. 0.650 3.50 9-0= Horz 8.0 0-.58.0 0.650 8-0- 0- Standard/0.76- Standard/0.76 Standard/0.76- Standard/0.76 Standard/0.76- Standard/0.76 S t andard/ 0.7 6- Standard/0.76 Standard/0.76- Standard/0.76 Standard/0.76- Standard/0.76 Standard/0.76 Standard/'0.76- Standard/0.76 Standard/0.7-6 None/l OVERHANGS AND SIDE FINS Window- Overhang Area- Left Rgh-t (-sf) Wdth Hgth D-pth- Hght E-xt Ext E-xt 20.0 4-.0- 5.0 3-.0 2.0- n/a n -/a- n/a 15.0 3.0 5.0 3.0 6.0 n/a n/a n/a 33-.0 5-.0 6.8- 3.0 7.0 n/a n/a n/a 10.5 4.0 3.0 3.0 1.0 n/a n/a n/a 27.0 6--:0 4.0- 3-.0- 1.0 n/a- n/a n/a 10.5 4.0 3.0 3.0 1.0 n/a n/a n/a 15-.0- 1.0 5. G- 3 0- 6-.0- n -/a- n/ a n/a 40.0 6.0 6.6 3.0 0.0 n/a n/a n/a 16.0 4.0 4.0- 1.0 0.0 n/a n/a- n/a 4-0.0 6.0 6.6. 3.0. 0.0 n/a n/a n/a Standard/ 0.`6 8 Standard/0-.68 Standard/0.68 Standard%068 Standard/0..68 Standard/&.'X68 Standa-rd/0 X68 Standard/0-.`68 Standard/0,1\68 Standard/0.68 Standard/0.68 Standard/0:'68 Standard/0.68 S t andard/ 0-. 6 8 Standard/0.68 Standard/ -0 68.-- None/1 Lef t Fin ---Right Fines Dpth Hght Ext Dpth-Hght n/a- n/a n/a- n/a- 4/a n/a n/a n/a n/a n,/a n/a n/a n/a- n/a n/a n/a n/a n/a n/a ri/a n/a- n -/ a7 n/a- n-/ a- r�/ a n/a n/a n/a_ n/tea -n/a n/a n/a- VJIr% :. (IiM �Y In/�a n/a n/a n/a n/a - n�/a n/a fin%a n%a n�-� n/a �'n/a n/a n/a ri`/a, 1 ��_� .COMPUTER METHOD -SUMMARY Page- 9. C -2R vrn-i art- ' Ti t -I v DVVfnTn Trr,wT�r, " '-- ._.. Date -.--LLQ 03/_x...1.6_- 5.! 1 MICRO'PAS-S- x5-.00. File-MENT02 W'th-CTZ11S92 Program -FORM C -2'R User#-MP13,12 User-Paradise.tMechanical' Run -MENTO -TITLE 24 Surface 11 Window 12 Window - 13 Window 14- Window- 15 indow15 Window 16- Window OVERHANGS AND SIDE FINS HVAC SYSTEMS' ---� Minimum Duct System Type- Efficiency Location' - HOUSE Furnace-- ACPackage Tank Type' - 0.8-00 AFUE - Attic - 10.00 SEER Attic Heater Type 1 Storage Gas . Duca -- Window- Overhang R --value- Left Fin Right Fin - Area. 0'.735 R-4.2 Pre1999 No 0..-631 Left Rght (s'f) Wdth Hgth Dpth H-gh't Ext Ext Ekt Dpth Hght Ekt Dpth. Hght 12.0 4.0 3.0 3.0 2.0 n/a n/a n/a n/a n/a n/a n/a T n/a 12.0- 4-.0 3.0- 1.0 2.0- n-/ a-- n -/a7 n/a n/a--. n-/ a.- n/a, - n -/a- 4/a 16.0 4.0' 4.0 3.0 0.0 n/a n/a n/a n/a n/a n/a - n/a __r- /a 6-. 0- 2.0 3.0- 3.0- 0--.0 n -/a' n/a- n/a' n/a'-. n/a. n/a' - . n/a-, n/a 16.0 4.0 4.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a---ri/a 14.0- 2.0-. 3-.0 3-.0- 0.0 n/a n-/. a- :.n/a n/a n/a- n/a- n -/a- n/a HVAC SYSTEMS' ---� Minimum Duct System Type- Efficiency Location' - HOUSE Furnace-- ACPackage Tank Type' - 0.8-00 AFUE - Attic - 10.00 SEER Attic Heater Type 1 Storage Gas . Duca -- Tested Duct ACCA Duct R --value- Leakage Manual D-' Etf R'-4-:2' Pre -1-9-9-9- No 0'.735 R-4.2 Pre1999 No 0..-631 WATER.HEATING.._SYSTEMS .J Number in Distribution. Type- System Standard 1 Tank External Energy' S'i.ze-- Insulation Factor (gaI) - 0.61 40 R-. n/a' SPECIAL FEATURES. AND..M0.DELING-_..AS:SUMPTI( *** Items- in. this section should- be documented on the- plans, ** *** installed to manufacturer and CEC specifications, and *** ve-rif ied- during plan-" check-- and- f ie -1d_- inspection-. This build=ng incorporates a Housewrap/Air Infiltration Retarder. OND10 . .dQTTE C:OUNI � WILDING CEPARI iMENe- V'j HVAC S LZ ING- • Page- 10 HVAC Proj ect-. Titae r._._.._._.._._._�.... RH.YS__RESIDENCE _ - Project Address........ 2858 FOXTAIL LANE *******Date'.-�l1/Q3_/_�9 .16.5 18 OROVILLE CA" *v5-.00*- - Documentation Author'... ROBERT-MANGRUMC- ******* - Building. Permit # _ Paradise Mechanical - 5655 Almond -Street- Plan Check. / Date- ... __ Paradise, CA 9596.9 530-877-8-882 Climate -Zone ........... it Field Check/ Date _ Compliance -Method...... MICROPAS5- v5.00 for 19 -99 -Standards by Enercomp, Inc. MICROPAS5 x5-.00 File-MENT02 Wth-CTZ11S92 Program -HVAC SIZING User#-MP134-2 User -Paradise -Mechanical Run -MENTO TITLE 24- + GENERAL INFORMATION Floor Area .............. 2288.sf Volume ..................... 18304 cf Front Orientation........... Front Facing 80 --deg (E) S=izing Location............ OROVILLE RS Latitude. . ,_. 3.9.5 degrees -- Winter Outside D:es:i.gn._..._._.._.. 3.0: F: - Winter Ins-ide- De-signr_..._._ _._. 7Q F- - Summer Outside Design- ......... 104, F Summer Inside -Design....... 78-T Summer Range . ..............37� F Interior Shading -Used ...... Yes Exterior Shading Used.. -..-.;--Yes Overhang -Shading -Used ...... Yes Latent Load Fraction........ --0:20 - HEATING AND- COOL-ING LOAD SUMMARY Description Heaatng (Btuh) Gaoling (Btuh-) Opaque -Conduction and Solar...... 10299 6 -429 - Glazing -Conduction ............... 7458 4847 Glazing- Solar .................... n/a 9284 Infiltration ..................... Internal Gain 10,411 --4275 .................. Ducts n/a 2.100 ._ ...._ .............. ...... ._..... _ ..... 28-17 2,6`9 3 Sensible Load ...........:........ 30984 29628 Latent Load ...................... n/a 5.926 _---Minimum- Total -L• oI ------------ _.3.=0.98.4 3.55 3 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant des-ign- factors such as- air flow requirements, outdoor design temperatures, coil sizing, availability----bf equipment, oversizing safety margin, etc., must also be-cons-idered. It is the HVAC designer's responsibility to consider all factors when selecting the -HVAC equipment. TTE COUNI I Y e LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (530) 893-0112 FAX (530) 893-0140 Customer: PINTU Address: AP#: CLZA-PC I tj 2 Job No: C. `� le ✓' ENGINEE- Alpine Engineered Produc;,ts_ 18U. fj Christian W. Chap ell 8351 Rovana Circle��-ING ®EP�'�;a' Sacramento, CA 958282522 (916) 387-0116 �M621ROVED Timber Products Inspection, Inc. >� P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems — — (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 M2, 89 Loren Avenue Chico, %_ 95928-7434 Important Information for Users -of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will.be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. 0 Do Not overload single or groups of trusses with. plywood,. roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed. to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss -sequence and end -for -end orientation are correct. law i I LZ kjuvi,41 y 11-01LDING DEPAR-1 MEN - APPROVED ll law i I LZ kjuvi,41 y 11-01LDING DEPAR-1 MEN - APPROVED GABLE END DETAIL STRONGBACK (NAIL 10 LEDGER 12' D.C.) (BRACED AT 55' O.C.) -� , A35 LEDGER (NAILH3(K ) TO VERTICAL W/2 -10d NAILS) GAOL (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIWSON CATALOG C -94H-1 FOR PRODUCT ATTAC19AENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) O (SI ) (M) 2X4 F.L. OR H.F. /2 OR c N ) ( G ) BTF. STRONGBACK BRACE (S) 6'0.0 MAX (N) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF MATERIAL \ DUTLOOKER ( C 1 GAELS END (2X6(_D1AG0NAL �' 45 2X LEOGER I k COMMON TRUSSES STRONGBACK d I BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT C[_ EACH GRACE W/2-Bd CCOMMON NAILS: �� 24' MAX / GABLE ENO OUTLOOKER . \ S I N \ \ \ \ (HI 1 . (PI) PEAK PLATE TO MATCH COMMON TRUSSES. NOTE; CIOROS TO BE 2x4 FIR -LARCH A2 MI)(. (SI) SPLICE PLATE TO 14ATCH COMMON TRUSSES. NOTE: THIS DETAIL HAY BE USED FOR (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION TO WEB PLATING; USE (3)-2' 91 7-9-0 WIRE STAPLES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A TOTAL DF 6 STAPLES. (PI), (SI) L (HI) MUST BE PLATED. (G) GABLE END OESICTI BASED ON 75MPH WIND LOAD EXPOSURE 'B' AT 0-25 FT MEATI PLATE MAX. WEB LENGTH IX3* 2-8-0 2X4• B-1-0 3X4* 13-6-0 HEIGHT. PLT TYP. Wave TPI -95 R Design Criteria: TPI-95(STD Q O 0 Q -WARNING— l0. USSES R[OU10.[ E21R(M[ CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND O O Z�TRUSS TNE••IMPORTANT'• 1'-l� �l Q O O BRACING. RIF (0. TO KIB•91 IMANDIING INSIALIING AND BRACING). PUBLISHED BY TPI (IRUSS PLATE INSTITUTE, 6Bi O'ONOf 10 D0.., SUIT[ 200, MADISON, WE 63119), FOR SAFETY PRACTICES PRIOR IO PE AFORMING-INESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CH020 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80110M CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CIFIING.r. FURNISM A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y� Pp000CIS, INC. SHAH NOT B[ 0.[SPO.SIBIE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 m BUIIO IX( (AUSS[S IN CONF ORMANC[ WHIN 111; OR AFTHANDLING, SN IPPIMO, INSIAIIAIION Op BR AC1.0 OF I.USS[S. TNIS OE SIGN CONFORMS HIIN APPLICABLE PROVISIONS OF NDS (.A110NA1 DESIGN *' SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPE. ASSOCIATION) AND IFI. ALPINE CONNECIOpS NNE MADE OF 20CA ASIN AS 63CA31 QALY. STEEL. ENCEPI AS NOTED, APPLY CONNECTORS 10 [ACX FAC[ OF IMUS S. AND UNLESS OTHERWISE LOCAI(D ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130, 160 AMD 160 A•F. AN ENGI.[[R'S SIAL ON INIS ORAYINO APPLIES ONLY 10 THE DESIGN OF IM( Ip US S-DEP1C1(O H,., A.D 'HIAA 1-01 01 RELIED UPON.ANY BITTER WAY. 6 - 10d COMMON BLOCK NAILS . / * o 0 3-10d NAILS EACH END OUTLOOKER CRITERIA 3.5' MAX. T'(P. NOTCH sa 24' 0. C. 1.5' MAX.' 12' MIDI 24' MAX 2X4 F.L. LUMBER GRACES MAX. LENGTH WITICUT BRACING 00 MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD S -II -J II -10-0 15.0 PSF BC DL PSF BC LL 0.0 91 7-9-0 15-6-0 11 6 BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 REF R992 DATE 03/19/98 ORW COT 12 SEQN - 25458 FROM PBC TC LL 30.0 PSF ' TC DL 15.0 PSF BC DL PSF BC LL 0.0 PSF• * TOT.LD. 50.0 PSF DUR.FAC. 1.15 SPACING REF R992 DATE 03/19/98 ORW COT 12 SEQN - 25458 FROM PBC CV (MINOWN-JIM MINTO/ OWEN - Al TOP CHORD 2x4 DF -L j18Bet. BOT CHORD 2x4 OF -L #13Bet. WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. W3X4 o W2.5X4 o W2.5X4 j3X6 9 W3X14 (A1) ma HS416 W2.5X4 W6X68 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.47" DUE TO LIVE LOAD AND 0.41" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 s W2.5X4 s >� W3X6 s 4 W2.5X4 s Wl.SX4 iO nc.;)A'+ v HS416 as W3X14(A1) s � A. 8-0-0 2-0-0 l 2-0-0 22-0- 22-0-0 Le 44-0-0 Over 2 Supports R-1412 W-3.5" R-1412 W-3.5" Q; PLT TYP. High Stren th.Wave TPI -95 R Desi n Criteria: TPI STO SNIG , IRSTAlLi16 ANO "WARMING— TROSSES REQUIRE EITRENI CARE IN FAB111CAT[Otl, 1ARDLING, JPPI �I BRAD 10. IEFER TD tlt8 - INSTITMTE, SOS DOOR.. SUITE 200, MADISON, VI 53710). FOR SAFETY PRACTICES PRIOR TO CSs PERFORMING TNISE "No 109. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACDCO C7) STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �--. **IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGIREERED t:V _ PRODUCTS. INC. SHALL 101 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE TO A L P I N E GRBUILD THE TRUSSES 1N CONFORMAECE VITM TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATIOt POBIISMLD BY TH[ AKEIICAA FOREST AND PAPER ASSOCIATION) ARD TPJ. AI PINE V CONNECTORS ARE MADE Of TOGA ASTM A693 6140 GALV. STEEL. EICEPT AS NOTED. APP ITO V COMYEtt00.S TD O EACH FACE Of TRUSS, AND UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION COANECRS PE0. ORAY[tl GS IBD A•I. TBE SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL 1991SEE0.1M6 flim En$� p I= RESP SIBI.TV SOI ELY FOR THE TRUSS COMPORINT DESIGN SHOWN. THE SUITABILITY AMD USE OF TN IS ,AjMQy�O CA 959U COMPONENT FOR ANY PARTICULARBUIlD1N6 It THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS)/TPI 3.1995 SECTION 2. 'FTE COUfgl i I �L�itlV� DEPAR Et4Y O�PPROVEIO) CA - 1 - - F FESSlpl� TC LL 16.0 PSF TC DL 7.0 PSF .9 BC DL 7.0 PSF 5 BC LL 0.0 PSF * TOT.LD. 30.0 PSF DUR.FAC. 1.25 SPACING 24.0N Scale -.125•/Ft. REF R427--95353 DATE 10/12/99 DRW CAUSR427 99285004 CA -ENG AEB/CWC SEON - 20624 FROM SS cn - H . , s f - (MINoWN-JIM H1470/ OMEN a2) TOP CHORD 2x4 DF -L #1 :T2,T3 2x4 OF -L #]&Bet.: M BOT CHORD 2x4 DF -L #1 UEBS 2x4 DF -L Standard 0 Z PLATES DESIGNED FOR GREEN LUPIBER PER NDS -91 TABLE 7.3.3. TRUSS SUPPORTS 200# 14ECH UNIT; SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02.04-00; SUPPORTED BY 3 TRUSSES. W5X6 �_- THIS DAG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS Mf R. ""LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC ® 12.00. OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 7 3 W3X4 s W3X6 113X6 -o T2 4 -4 W1.5X4 4> W1. 5X4 t 143X8 (Al) 0 W2.5X4 W416 ia W4X4 W4X4 a W4X6 m 112.5X4 = •10 0 as 2.10• 7-10-8 1-0-12 7 0-12 7-0-12 1-v-lZ-Au a 9-3-7 8-5-11 8-5 11 8.5-11 9-3-7 L z2 -D-0 1 22-0-0 _1 44-0-0 Over 2 Supports j R-IS26 W-3.5* R-1492 W-3.5' LTTE COUNT i FV PLT TTP. ave TPI -95 R ues 1 T.r1T nrTa IrA JIIJ 10 S91PP -- +NlYALSuc u,D A7... 'REF ••WAHM1nr• DSS[S R[aDWE IIT1LNt CMR[ fABItICA110N. D.))MEND. to BID -91 u98 e [ rE�lO�i TC LL 16.0 PSF R427--20486 GATE 1 1 (01/99 r[.pACjxjL IRS 0 0101110 DOf .. SOILS IOD. NADIla604 .ID IRAS3114 .1fiFOASSAPRTT PRACTICCESUPRIORATo IN[SL fO4t1[oNs. UNLIlS Oh68Yi![ IND[CAT(0. Tot CHORD SHALL MATE PAOP[4LY AITAC9[D ` C,p��� 7.0 TC DL 7.0 PSF PLO StR1ITW4l PA11I.S. 06110K CHOO) SHALL 39VC A PROPERLY ATIACRCO RIGID C9I1.I66. TO THE INSTALRATIOY COMIRACTOR. ALPINE FNDIOtIRtD 99 BC DL % PSF ORW CAUSR427 9930500k •AIl!70RTANt•f FUR[IIi A COPY OF III$ DESIGN in Am 7[Yh1IVI IAOR IRIS DE SIGY: ANY FA [ING TO / .0 - •• PAOO:LT1. INC. SHALL'Not at 1tSPONS10tL BHtO 111 TRUSSES 10 CDNFOONAACL Wild IPI: OIL FADIICIIIAG. HAIRIIMG. 2.111`11G. 1031ALtlec AHO s 9C LL 0.0 PSF CA-ENB AEB/CWC ALP Q I Id E B1AC110 or TAD13E3. pill RESIGN CO�VDINS WISH 09PLICAGIL PROVISIONS OF NDS 11ATIOMAI DESIGN AND PAPia IASLHOTO m AND 1APPLYACOTNCCTORS 6 * TOT. LD. 30.0 PSF SE QH - 21198 tO INICl00Ivicirici1All per GF[DLoG4TASTR A663EG240 L9 SIM. L1CJPTs 10 DUR , fAC. 1 .25 FROM S5 Alpin0FdASIMlitatll'I duW11•IAD' 36cemum1% CD 9592E 1AC0 PACE Of TROs$. AD UNLESS OIHCAMISE LOCATtO 91 1911 0 AM- POEIT30% CORRICTAGI PU OAA1INOs IED A-1. Tit SLA 00 ILLS GRAVING INDICATES ACCEPTANCt OF PROFCSS10I4L E401MILRiRO i(SIONSI0IL1tY SOLILT FOR ITR TRUSS CA)V001e1 DESIGN S'"- THE SJITAOILITT AND 011 OF %NIS COOCRINT FOR ATY PARTICNAR GUILIIRO IS 199 RLSPOASIDJLII( OF 191 OUIEDINI CESIGIICR. PER ANT[FIPI l -IRIS SEC1101 P. 6A SPAC I NG 24.04 (MINOWN-JIM MINTO/ OWEN - B1 TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W5X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSSES TO BE SPACED AT 144.0" OC MAXIMUM. 1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. "'^` UN W3X4 M w LQ -2-0-0- J L--2-0-O—� z a, << 6-3-8 I 6-3-8 I I fE 12-7-0 Over 2 Supports R-2439 W-3.5' R-2439 W-3.5' a Q; PLT TYP. Wave TPI- [ rn =/A L P IN Edo H V O Alp Sw CA95828 +8-0-0 DEPARTMEW AV K Design Criteria: TPI STD 19 CA - 1 - - "YARYTNG" TQUSSES REQUIRE EXTREME CANE 1N FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO RID -91. (HANDLING INSTALLING AND BRACING). PYBLIfHED OT TPI (TRUSS FL ATE INSTITUTE, Qp�p� Q E TC LL F 16.0 P S F SOS D'010FR IO OR .. SUITE 200, MADISON,YI SS719). FON SAFETY PRACTICES PRIORTO 1ERf0ANltl6 THESE fOYCT10Nf. UNIEfS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED { �� TC D L 7.0 PSF In CTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED VOID CEILING. •IMPORTAHT" FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SDALL IQT BI RESPONSIBIE FOR All DEVIATION FROM 2 B C D L. 2.0 P S F THIS OFS16N; ANY FA 1161' TO 01110 TtlE TRUSSES I1 CONFORMANCE WITH TPI; OR FABRICATING, NANOLINO. SHIPPING, [#STALLING AND 04Ci BRACIM6 OF TRUSSES. i1[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESJGN BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AIM PAPER ASSOCIA1101) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A65) GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO [ACR FACE OF TRUSS. ABU UNLESS OTHERWISE LOCATED TOT. L D 25.0 P S F 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 260 A-2. TRE SEAL 01 THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINE111119 . RESPONSIBILITY SOLELY FON THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOIMO IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN9IFTP1 I-199% SECTION Z. D UR .FAC . SPACING 1.25 144.0" Scale-.375•/Ft. REF R427--95355 DATE 10/12/99 DRW CAUSR427 99285006 CA -ENG AEB/CWC SEAN - 20628 FROM SS (MINOWN-JIM MINTO/ OWEN - C1) TOP CHORD 2x6 OF -L SS BOT CHORD 2x4 DF -L #I&Bet. WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. oma: LOADING PER TRUSS FABRICATOR ------------------------------------------ c TC - From 276 PLF at -2.83 to 276 PLF at 15.42 cc'r-D, BC - From 24 PLF at 0.00 to 24 PLF at 15.71 C=; TC 2440 LB Conc. Load at 15.38 z TRUSSES TO BE SPACED AT 144.0' OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 t, E•~ V O O Q: A a W3X8( 1) __ w w z cti z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required E-::�::z NAILING SCHEDULE: (0.131x2.5_g_na1I5) TOP CHORD: 1 ROW @ 4' o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. W4X 4 W6X4(R) W3X6 a 4r- 5-7-11 i -0-0 W04 a W06 (R) !U W5X4 a z dUT TE GOUNW s- f 15-8-8 Over 2 Supports R-3320 W-3.5' R-4534 W-3.5' pa IP V sr N CM PLT TYP. Wave TPI -95 R Desi n C it i . I . 07 rn C7� c- ' V O ' A L P I N E ��� Pto�css• CEDYpSq CA 95828 r er a. TPI STD rBRAll nGNG-REFER TO MID-91Dt (BAWLING INSTALLING AND GRACING). PUBLISHED 1 TPI INSTALLINGU. SHIPPING. (DSSPLATE INSTITUTE, 503 D•ONOfA10 DR., SUIT( 200, MADISON, MI $3719), FON SAFETY PRACTICES ►KION i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERYILE INDICATED. TOP CHORD SHALL HAVE PROPERLS ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 21611) CEILING. `IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ABY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIL0 INE TRUSSES IN CONFORMAMCE WI1N TPI; ON FABRICATING, HANDLING, SHIPPING. INSTALLIRG AND BRACING OF TNUSSES. THIS DESIGN CONFORMS VITA APPLICABLE PROVISIONS OF MOS (NATIONAL DESIGN SFEOIFICAVIOY PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINI GR.OSEL GALE. STEEL. [KEPT AS NOTED. APPLY CONNECTORS TO CA N[IACIS ARE MADE OF 201AUNL ASTM AIUOTHERWISE EACH TACE OF INUSS, AND UNLESS OTHERVISE LOCAT[0 ON Ttl25 OESIW, POSITION COM HECTORS PER DRAWINGS I60 A -l. THE SEAL O1 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING PONSIB$, COMPOIEVTILITY SOLELY FOR ►OR A" PARTICOLARETRUSS BUILDINGO SOTHEIDESIGN SHOWN. THE RIS/OASIBILITr OF THE BUILDINGITY AMD DESI6MERSEPER THIS AeslfT►1 1.1995 SECTION 2. E 19 Es �'( N �� it IV JF Ar VFI CA - 1 - - - F T C L L 16.0 PSF T C D L 7.0 PSF BC DL 2.0 PSF B C L L 0.0 PSF TOT. LD. 25.0 PSF Scale -.375" Ft. REF R427--95356 DATE 10/12/99 DRW CAUSR427 99285007 CA -ENG A E B / C W C SEQN - 20640 DUR .FAC . 1.25 FROM SS SPACING 144.0" This safetj alert symbol is used to attract your attention! PERSONAL SAFETY ISMVOLVEDI When ' you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION:; A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91; Summary,Sheet COMMENTARY and; RECOMMDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility oft1w installer (builder. building contractor. licensedcontracator. erectororerectioncontractor) prorieriyreceive, unload store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other strucluel material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. these recommendations ae based upon the collective experience of leading tech:tical personnel in the viood CAUTION: Thebuilder, building contractor, licensed ,contractor, erector orerection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal PFate Connected Wood Trusses, HE - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warrF >a ing wil'. most likely result in serious perscrel injury or death or damage to structures. WARN.NG: A WARNING describes a condition > where failure tofollowinstructions could resu.t n severe personal injury or damage to structu-.s. TRUSS'PLA-E INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)933-5900 truss industry,' but must, due to the nature of responsibilities invoked, be presented asaguiderforthe use of qualified building designer o: instaLe:. Thus, the Truss Plate Institite, Inc. expressly disclaims any responsib'rityfonuarages arising from the use, application or reliance on the recommendala s and information co-itained herein by building designers, installers, and others. G3oyright © by Truss Pate Institute, Inc. All rights reserved. This document or any part thereof mus` nod be reproduced in eny form without written parmiss x. of the publisher. P iited in the United States of America. CAUTION: Alltemporary bracing shouted be na less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d naBs. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. y CAUTVJN: Trusses should not be �Y) unloaded on rough terrain or ueven surfaces which could caudamage to the truss. CAUTION: Trusses stored horizontally sho.iki 'be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipgiag. WARNING: Do not break banding until installation DANGER: Do not store bundles upikght unless begins. Care should be exercised in banding re- A properly braced. Do not break bands ua3iibundles moval to avoid shifting of individual trusses. are placed in a stable horizontal posffion. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which am lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 ry?` e9�F Diagonal brace also required on end verticals. 12 '3or greater _ o J All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB I i I Truss De h Pt I D(in I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1 1/4" 1' ... ............ ..................0 ...... ........... ......... .......... :. 2' .. ' HO ...... ...... TOP C....... 3' 48" TOP, CHORD ' .H DIAGONAL BRACE 60" MINIMUM LATERFL BRACEE SPACING (DBS) SPAN PITCH ; SPACI'nIG(Li3S) [# trusses] 7' . € ..... SP DF...SPF HE U:) to 2&' 3/12 B' 17 12 O✓er 24.'- 42' 3/12 7' 1 10 6 Over 42 - 54' 3/12 7t d' 1 6 4 Ower 542 See a registered professional engineer ry?` e9�F Diagonal brace also required on end verticals. 12 '3or greater _ o J All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB I i I Truss De h Pt I D(in I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1 1/4" 1' 24" 1 2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1%4" 5' 72" 1-1/2" 6' 84" 1 -3 4" 7' 96" 2" 8• 108" 1 2" 9' i T ±'/e' 1 L(in) L(in U200 . L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Lesser of 0200 or 2" L(in) Lesssr of LO)D or 2" L(in) U200 L(tt) 200" 1" 16.7' 250" 1-1/4" .AB' 300" 1-1/2" 25.3' OUT -CF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed 'A on unbraced trusses. Frame 6 1IWARNING: Do not attach cables, chains, or Ahooks to the web members. 60 or less Tag Approximately Line/ '/= truss length App•rozima:ely% Tag %truss length , Line 'Truss spans less than 30'. Spreader Bar Ts: In ~ Toe In Appr�ximateiy /.*: to Y3 truss lena-.h (Less than or eq gal to 60 \ Tag Line Spreader Bar ioe In Toe In Approximately 'i2 to 2A11ruas length Less than or ec ual tc 6G WARNING: Do not lit single trusses with spans1A � greater *han 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened anc tempo- rary bracing is installed. Strongba=kJ I SpreaderBar \ -� 10' I Appr»'imately Y3 to 3/J •.ress length Greater '.haul 60P Tag / 1 Line Stror,bacW , SpreedarBa• t0- Vol At or above mid -height r Appraxin•ately I ?/3 to 3/J truss lenge i � Tag Tag Line Lege Greater than 30' CAUTION: Temporary b'. -acing shown in this summary sheet is adequate fcr the Installa`Jon of trusses with similar configurations. Consult a registered professional engineer if a different 0raci:ig arrangement is desired. The engineer may design bracing in accordance with TPVS Recommended Design Specification for Temporary Bracing of Meta: Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical.:hoiaowta.I �emember wilb muhol. stakes (ia Frame 2' DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 \ ei 0s `0C) L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL, I Continuous CHORD TRUSS.::;:::;: � TOP CHORD - ' Lateral Bracl TOP'CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING' DB '.SPAN DEPTH SPACING(l,Bs) ,._ #trusses :; ; nal bracing. Diagonal bracing should be nailed - SP/DF SPFIHFy Up to 32' 30" 81 1 16 1 10 Over 32'- 48' 42" 6' 1 6 1 4 Over 48' - 60' 1 48" 5' 1 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 \ ei 0s `0C) L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL, I Continuous CHORD TRUSS.::;:::;: � Top Chord Lateral Bracl Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two truss S. End diagonals aiVessq! tia' for stability and must be duplicate., on both ends of the truss systen. =450 Attachmer Required S% fOTrus ses Sp `ess o/ 9`L AWARNING: Failure to follow thesE:-ecommendationscould result in severe personal injury or damage'to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� 3p1(oas) 15 Tf 4sses c, All lateral braces lapped at least two trusses. =450 z-_ End diagonals are esse`ial for stability and must be duplicate on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required , 10° or Greater Attachment Required - I �— 31/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 —7 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required WARNING: Failure to follow :hese irecornmendations could result in severe personal injury or darrage io trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 J 6' 1 9 1 6 Over 42'- 60' 3.0 1 5' 1 5 1 3 Over 60' See a retistered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF . Hem -Fir SPF - Spruce -Pine -Fir Ccntinuous Top Chord La-.eral Brace All lateral braces Required lapped at least 2 togetherandcause collapse ifthere isnodiago-- �o 10' or Greater 1 to the underside of the top chord when purlins Top chords that are laterally braced can buckle � fi 454'.. togeirerandcause collapse iflhereisnodiago- nal bracing. Diagonal bracing should benailed jI to th the top chord when ( 1 a underside of purlins top j are dttached to the topside of the chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required WARNING: Failure to follow :hese irecornmendations could result in severe personal injury or darrage io trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 J 6' 1 9 1 6 Over 42'- 60' 3.0 1 5' 1 5 1 3 Over 60' See a retistered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF . Hem -Fir SPF - Spruce -Pine -Fir Ccntinuous Top Chord La-.eral Brace All lateral braces Required lapped at least 2 togetherandcause collapse ifthere isnodiago-- trusses. 10' or Greater 1 to the underside of the top chord when purlins ' Attachment Required D L °'reds Frame 3 do 00� Top laterally braced buckle ryA� ey@� chords that are can y5 Q togetherandcause collapse ifthere isnodiago-- \�J yQ nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 4 or greater SP - Southern Pine SPF - Spruce -Pine -Fir - — All lateral braces lapped at least 2 trusses. 0 n Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A o� Gss moo, \ Permanent Ps continuous lateral bracing °� A as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. =450 i �15." �. &�� 4i . r . STRUCTURAL CALCULATIONS RCE Job #99-151 for Owen Residence 2858 Foxtail Lane Butte Valley, CA Calculation Index: • Gravity Loads • Lateral Analysis • Frame Analysis • Beam Analysis • Footing Analysis Revision Summary: Rev. 0 Pae # 1-2 L1 — L10 FR1 — FR7 B1 — B5 F1 Initial Issue �okofEsSlo I C/ J. qlF l = 038692 00+ U �jF�F CP�L1�O�1N ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com Q *. 10/26/99 - Owen Shop - RCE Job No. 99-151 Pg. 1 Gravity Loads: Roof Dead Load 1/2" OSB Ply. 1.7 psf Slope= Trusses @24" o.c. 5.0 psf 4 Metal Roof 2.5 psf to 5/8" Gyp. 2.8 psf 12 Insulation 1.0 psf Misc. 2.2 psf Total (sloped) 15.2 psf Total horiz 16.0 psf Total axial 4.8 psf Roof Live Load 11construction 16.0 psf Floor Dead Load 3/4" TUG Ply 1.8 psf Floor Joist 4.4 psf 5/8" Gyp. 2.8 psf Insulation 1.0 psf Misc. 2.0 psf Total 12.0 psf Deck Dead Load 2x TUG 4.4 psf 2x Framing 2.2 psf Misc. 2.4 psf Total 9.0 psf Floor Live Load lResidential 40.0 psf Deck 60.0 psf Copyright 19.19 - Spyder Software 10/26/99 - Owen Shop - RCE Job No. 99-151 Pg. 2 Wall Dead Load 3/8" CDX Ply. 1.5 psf (Exterior) 2x Framing @ 16" o.c. 1.7 psf Stucco Siding 10.0 psf '/2" Gyp• 2.2 psf Misc. 1.6 psf Total 17.0 psf Wall Dead Load 3/8" CDX Ply. 1.5 psf (Interior) 2x Framing @ 16" o.c. 1.7 psf (2) sides 1/2" Gyp. 4.4 psf Misc. 2.4 psf Total 10.0 psf Copyright I PP9 - Spyder Software Owen �a . T - 4:S.IEbR-W&u. LA -four 2 F L,I _ o I ILI,° ►' � 1.: �J� tis. I � ► � � ` ��-��-v�au- l,�o�rr- f Z � ,I 1� ��� _` � 7T• A � _ Q � 1 �� i _� .9 �J ; n �a�� In O �r -o 60 0 0 � � � � y1�M 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-151 �s., IUBC Wind Loads -- Method 1 p= Ce•Cq•gs•I p= p= p= p= p= p= IWW (ll W IWR C)WR (ll R OPR 7.1 4.5 2.7 8.0 6.2 6.2 psf - @ 0 to 15' 7.7 4.8 2.9 8.7 6.8 6.8 psf -@ 15 to 20' 8.3 5.2 3.1 9.3 7.3 7.3 psf - @ 20 to 25' 8.8 5.5 3.3 9.8 7.7 7.7 psf - @ 25 to 30' 9.7 6.0 3.6 10.9 8.5 8.5 psf - @ 30 to 40' 10.9 1 6.8 1 4.1 1 12.3 1 9.6 1 9.6 Ipsf - @ 40 to 60' Wind Spee Exposure: where; Ce = Ce = Ce = Ce = Ce = Ce = Cq = Cq = Cq = Cg = Cq = Cq = cis = 1= Roof Slope = 75 mph B 0.62 @ 0 to 15' 0.67 @ 15 to 20' 0.72 @ 20 to 25' 0.76 @ 25 to 30' 0.84 @ 30 to 40' 0.95 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall 0.3 (IWR) Inward @ Windward Roof 0.9 (OWR) Outward @ Windward Roof 0.7 (OLR) Outward @ Leeward Roof 0.7 (OPR) Outward @ Parallel To Ridge 14.4 psf 1.00 Importance Factor 4 Rise to 12 Horiz. Wind Loading @ Roof Normal Tributary Normal Resultant Horizontal 5.00 @ Lines B 8z C 7.1 psf = 0.00 Area Pressure Force feet @ 4.5 psf = 10.00 1.00 feet @ 7.1 psf = 7 lbs. (IWW) @ 0 to 15' 23 lbs. (IWW) @ 15 to 20' 3.00 feet @ 7.7 psf = 23 lbs. (IWW) @ 15 to 20' Mean Roof Height = 22.50 feet 4.00 feet @ 5.0 psf = 20 lbs. (OLW) @ 20 to 25' Uplift Preszure = 7.0 psf 9.00 feet @ 3.0 psf = 27 lbs. (IWR) @ 20 to 25' 9.00 feet @ 7.0 psf = 63 lbs. (OLR) @ 20 to 25' Fp = 140 Of - horiz. Wind Loading @ Floor Tributary Normal Resultant Horizontal @ Lines B & C Area Pressure Force 9.00 feet @ 7.1 psf = 64 lbs. (IWW) @ 0 to 15' 0.00 feet @ 7.7 psf = 0 lbs. (IWW) @ 15 to 20' Mean Roof Height = 22.50 feet 9.00 feet @ 5.0 psf = 45 lbs. (OLW) @ 20 to 25' Uplift Pressure = 7.0 psf 0.00 feet @ 3.0 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 7.0 psf = 0 lbs. (OLR) @ 20 to 25' Fp =1 109 Of - horiz. nd Loading @ Roof Lines C ez D Mean Roof Height = 14.00 feet Uplift Press -ire = 6.2 psf Tributary Normal Force Area Pressure 5.00 feet @ 7.1 psf = 0.00 feet @ 7.7 psf = 5.00 feet @ 4.5 psf = 10.00 feet @ 2.7 psf = 10.00 feet @ 6.2 psf = Fp Resultant Horizontal Tributary Force @ Lines 1 ex 2 36 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 22 lbs. (OLW) @ 0 to 15' 27 lbs. (IWR) @ 0 to 15' 62 lbs. (OLR) @ 0 to 15' � t[il•7I>OT•1•ff�l� � Wind Loading @ Roof. Tributary Normal Resultant Horizontal @ Lines 1 ex 2 Area Pressure Force @ Eave 1.00 feet @ 7.1 psf = 7 lbs. (IWW) @ 0 to 15' 3.00 feet @ 7.7 psf = 23 lbs. (IWW) @ 15 to 20' Mean Roof Height = 18.00 feet 4.00 feet @ 4.7 psf = 19 lbs. (OLW) @ 15 to 20' Uplift Pressure = 6.6 psf 0.00 feet @ 2.8 psf = 0 lbs. (IWR) @ 15 to 20' 0.00 feet @ 6.6 psf = 0 lbs. (OLR) @ 15 to 20' Fp = 49 Of - horiz. Copyright 1999 - Spyder Software a 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-151 J 1. Tributary Normal Resultant Horizontal @ Lines 1 U 2 Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Eave Between Lines 1 8t 2 feet @ Area Pressure Force 0.00 @ Ridge 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' 4.7 psf = 1.50 feet @ 7.7 psf = 12 lbs. (IWW) @ 15 to 20' 0 lbs. (IWR) 5.00 feet @ 8.3 psf = 41 lbs. (IWW) @ 20 to 25' @ 15 to 20' 2.00 feet @ 8.8 psf = 18 lbs. (IWW) @ 25 to 30' Mean Roof Height = 27.00 feet 8.50 feet @ 5.3 psf = 45 lbs. (OLW) @ 25 to 30' Uplift Pressure = 7.4 psf 0.00 feet @ 3.2 psf = 0 lbs. (IWR) @ 25 to 30' 0.00 feet @ 7.4 psf = 0 lbs. (OLR) @ 25 to 30' Fp = 116 plf - horiz. Wind Loading @ Floor Tributary Normal Resultant Horizontal @ Lines 1 U 2 Area Pressure Force @ Eave 5.00 feet @ 7.1 psf = 36 lbs. (IWW) @ 0 to 15' 0.00 feet @ 7.7 psf = 0 lbs. (IWW) @ 15 to 20' Mean Roof Height = 18.00 feet 5.00 feet @ 4.7 psf = 23 lbs. (OLW) @ 15 to 20' Uplift Pressure = 6.6 psf 0.00 feet @ 2.8 psf = 0 lbs. (IWR) @ 15 to 20' 0.00 feet @ 6.6 psf = 0 lbs. (OLR) @ 15 to 20' Fp = 59 Of - horiz. Wind Loading @• Floor Tributary Normal Resultant Horizontal Between Lines : 8E 2 Area Pressure Force @ Ridge 10.00 feet @ 7.1 psf = 71 lbs. (IWW) @ 0 to 15' 3.50 feet @ 7.7 psf = 27 lbs. (IWW) @ 15 to 20' Mean Roof Height = 27.00 feet 13.50 feet @ 5.3 psf = 72 lbs. (OLW) @ 25 to 30' Uplift Pressure = 7.4 psf 0.00 feet @ 3.2 psf = 0 lbs. (IWR) @ 25 to 30' 0.00 feet @ 7.4 psf = 0 lbs. (OLR) @ 25 to 30' Fp =1 170 Of - horiz. Copyright 199y - Spyder Software 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. job 99-151 �5 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.426 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 26.00 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.020 All other Buildings Foot print area, AB= 3344 ft2 T = 0.230 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Nv = 1.0 Table 16-5 Na = 1 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 16.00 feet of Roof @ 9.00 psf @ Lines A to B 0.00 feet of Deck @ 12.00 psf 0.00 feet of Ext. Wall @ 17.00 psf V 2 T-P-I-f--7oriz. ULT - 0.00 feet of Int. Wall @ 10.00 psf 17 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 50.00 feet of Roof @ 16.00 psf @ Lines B to C 0.00 feet of Floor @ 12.00 psf 8.00 feet of Ext. Wall @ 17.00 psf V 17-P-175oriz. Ll LT 8.00 feet of Int. Wall @ 10.00 psf 119 plf - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 0.00 feet of Roof @ 16.00 psf @ Lines B to C 44.00 feet of Floor @ 12.00 psf 18.00 feet of Ext. Wall @ 17.00 psf V 16plf horiz. ULT 18.00 feet of Int. Wall @ 10.00 psf 119 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 50.00 feet of Roof @ 16.00 psf @ Lines C to D 0.00 feet of Floor @ 12.00 psf 10.00 feet of Ext. Wall @ 17.00 psf V 1 57-pl-f7oriz. ULT 0.00 feet of Inc. Wall @ 10.00 psf 113 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 56.00 feet of Roof @ 16.00 psf @ Lines 1 to 2 0.00 feet of Floor @ 12.00 psf 12.50 feet of Ext. Wall @ 17.00 psf V 194 pif -, horiz. ULT 8.00 feet of Int. Wall @ 10.00 psf 139 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 16.00 psf @ Lines 1 to 2 52.00 feet of Floor @ 12.00 psf 12.50 feet of Ext. Wall @ 17.00 psf V ISO plf - Foriz. ULT 8.00 feet of Int. Wall @ 10.00 psf 107 pif - horiz. W/S (ULT/1.4) Copyright 1999 - Spyder Software 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-151 P� Lateral Load Summary 2nd Level Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case B 26.00 119 140 3.088 1 3.650 Wind Controls C 26.00 119 140 3.088 3.650 Wind Controls 1 22.00 139 82 3.056 1.811 Seismic Controls 2 22.00 139 82 3.056 1.811 Seismic Controls Lateral Load Summary 1 st Level Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 6.00 17 0 0.101 0.000 Seismic Controls B -East Side 6.00 17 0 . 0.101 0.000 Seismic Controls B -West Side 26.00 119 109 3.082 2.842 Seismic Controls °; --East Side 26.00 119 109 3.082 1 2.842 Seismic Controls C -West Side 12.00 113 147 1.361 1.768 Wind Controls D 12.00 113 147 1.361 1.768 Wind Controls 1 22.00 107 1152.357 2.520 Wind Controls 2 22.00 107 1 1 5dj 2.357 2.520 Wind Controls Copyright 1999 - Spyder Software ab 10/26/99 - Lateral Analysis- Owen Residence - R.C.E. Job 99-151 00 mo mo 00.0 00 Seismic Drag Forces wo 10 20 30 40 50 Distance along wall line (ft) Wind Drag Forces Copyright 1999 - Spyder Software 10 20 30 40 50 Distance along wall line (ft) Drag Force Summary Wail Line ID: C @Floor Wall Length Opening Between Walls Unit Wall Stress Seismic Wind I South Side Diaphram Stress Seismic Wind 1 North North "ie Stress Seismic Wind Net Applied Stress Seismic Wind Drag Force end of segment Seismic I Wind Lateral Loads: Seismic (kips) Wind kis South Side 3.19 3.65 North Side 6.14 4.65 feet feet Io (Plo 010I I I I I I I 8.00 28.00 583 519 72 83 72 83 139 106 139 106 -371 -330 212 189 -2.97 -2.64 2.97 2.64 Diaphram Length Start ftEnd ft South Side 0.00 44.00 8.00 583 519 72 83 139 106 -371 -330 0.00 0.00 North Side 0.00 44.00 0.00 0.00 Drag Force (kips) Seismic (kips) Wind (kips) @ 51.00 ft 0.00 0.00 @ 0.00 ft 0.00 0.00 Max Drag Force (kips) Seismic (kips) Wind (kips) @ 36.00 ft 2.97 2.64 00 mo mo 00.0 00 Seismic Drag Forces wo 10 20 30 40 50 Distance along wall line (ft) Wind Drag Forces Copyright 1999 - Spyder Software 10 20 30 40 50 Distance along wall line (ft) 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-151 �a Chord 8t Drag Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind pl I Max Chord Force (T)= w•LZ Kips 8•D # Nails Required At Each Chord Chord Bounda Chord Line Length (L) ft Depth (D) ft House Roof Diaphragm Chord Forces A 8t B 1 8t 2 52 44 119 1 140 1.08 9 Sinker Drag Forces Nail Size = Nail Shear Capacity = Max Number Required 16d Sinker Nails 125 pounds 9 Sinker Nails Copyright 1999 - Spyder Software 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. job 99-1 S 1 Copyright /999 - SpyderSolnvare I st Level (UBCSecdon /6J0. /) 2nd Level (UBC Section 16J0. /) North-South Direction: Story Shear 15.06 kips Story Shear 6.18 kips w w x PU51 8E 55 1 B 16 A. . 2nd p Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall Wall Applied OTM Forces T Applied --Forces Resisting OTM Resistive Net pli tomments 0.757 ID • Load Height I Length r i I Stress I Uniform Point OTM Uniform Point OTM I Force Used 100 0 of Tabulated Values See Note (kips) (feet) (fee[) Horizontal Diaphragm Lengths 8t Stresses (plf) (klf) (kips) I (foot -kips) (kif) (kips) (foot -kips) (kips) Simpson Products Copyright /999 - SpyderSolnvare . o e[ pit w w x PU51 8E 55 1 B 16 A. . 2nd Seismic Level 3.65 8.00 8.00 0.09 129 0.757 8.23 0.080 2.18 0.757 MST37 w/ PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Wind 8.00 12.00 0.09 129 0.621 12.35 0.080 4.90 0.621 MST37 w/ PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses 3.65 8.00 4.00 152 1.110 4.87 0.080 0.43 1.110 MST37 w/ PHD2 w/ DBL 2x POST 8i: SSTB 16 A.B. ► Wind 0.50 0.818 48 in o.c. 8.00 8.00 152 1.003 9.73 0.080 1.71 1.003 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 12.00 152 0.897 14.60 0.080 3.84 0.897 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses ` East Side West Side L► Sill Plate Shear Anchorage for above wall line (fee[) (plf) (feet) (pif) ► Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 48 in o.c. Copyright /999 - SpyderSolnvare . o e[ pit NoScrap! w o 0 own equve . 2nd Seismic Level 3.65 8.00 1 34.00 0.17 107 0.757 29.20 0.136 52.41 No Net Uplift! No Strap! w/ No Holdown Required! Wind 10.00 12.00 0.17 261 0.621 38.80 0.170 10.40 2.367 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses 6.49 10.00 4.00 East Side West Side 1.110 Lg 5111 Plate Shear Anchorage for above wall line 0.91 (feet) (pl (feet) (If) PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. ► Bolt Dia. in. Capacity (kips) Spacin 0.50 0.818 48 in o.c. Copyright /999 - SpyderSolnvare W 6 A.B. 1st Seismic Level 10.00 8.00 0.17 261 0.757 26.96 0.170 4.62 2.792 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 12.00 0.17 261 0.621 38.80 0.170 10.40 2.367 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 6.49 10.00 4.00 271 1.110 15.26 0.170 0.91 3.588 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. Wind 10.00 8.00 271 1.003 29.67 0.170 3.63 3.255 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 12.00 271 0.897 43.22 0.170 8.16 2.922 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 81 Stresses East Side West Side L► Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (pif) Bolt Dia. (In.) Capacity (kips) Spacing 0.50 0.818 36 in o.c. Copyright /999 - SpyderSolnvare 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-1 S 1 Copyright 1999 - Spyder Software 1st Level (UBC Section /630.1) 2nd Level (UBCSecdon 16JO.IJ North-South Direction: Story Shear 15.06 kips Story Shear 6.18 kips wl UHL Zx 8t SS 1520 A.B. Ist p Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall W11 Applied Force Applied orces Resisting O Resistive Net Uplift Comments ID • Load Height Length r i Stress Uniform Point OTM Uniform Point I OTM I Force Used 100% of Tabulated Values See Nute (kips) (feel) (fee() (plf) (kif) (kips) (foot kips) (klf) (kips) (foot kips) (kips) Simpson Products Copyright 1999 - Spyder Software . No Net pit. wl UHL Zx 8t SS 1520 A.B. Ist Seismic Level 10.00 8.00 0.31 471 37.65 0.170 4.62 4.128 PHDS w/ DBL 2x POST 8i SSTB20 A.B. 8.26 10.00 8.00 516 41.30 0.170 3.63 4.709 PHD6 w/ 4x POST 8t SSTB28 A.B. Wind 10.00 8.00 516 41.30 0.170 3.63 4.709 PHD6 w/ 4x POST 8t SSTB28 A.B. Horizontal Diaphragm Lengths 8t Stresses Fast Side West Side LBolt Sill Plate Shear Anchorage for above wall line (feet) plf) (feet) (plf) ► Dia. (in.) Capacity (kips) Spacing 0.50 0.818 18 in o.c. Copyright 1999 - Spyder Software No Net pit. No Holdown equire . 1st Seismic Level 10.00 16.00 0.03 43 6.80 0.170 18.50 No Net Uplift! No Holdown Required! 1.77 10.00 16.00 55 8.84 0.170 14.51 No Net Uplift! No Holdown Required! Wind 10.00 16.00 55 8.84 0.170 14.51 No Net Uplift! No Holdown Required! Horizontal Diaphragm Lengths 8i Stresses Fast Side West Side L► Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (plf) Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 48 Ino .c. Copyright 1999 - Spyder Software 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. Job 99-151 Copyright 1999 - Spyder Software 1st Level (UBCSect/on 16J0. /) 2nd Level (UBC Section /630.1) East - West Direction: Story Shear 10.83 kips Story Shear 6.11 kips w wl VUL Zx PUS I 8E SS I B 16 A.B. 2nd p Max 1.00 p Max 1.00 all Line Lateral Wall Wall Wall Applied OTM Force,-T-A-ppTle-d 8.00 orces Resisting OTH Resistive etplift Comments ID • Load I Height I Length ri I Stress I Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (plo (klf) (kips) I (foot -kips) I (kin (kips) (foot -kips) (kips) Simpson Products Copyright 1999 - Spyder Software w wl VUL Zx PUS I 8E SS I B 16 A.B. 2nd Seismic Level 8.00 12.00 0.07 109 10.48 0.136 8.32 0.180 MST37 w/ PHD2 w/ DBL 2x POST u SSTB 16 A.B. 8.00 10.00 0.07 109 8.73 0.136 5.78 0.295 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 1.81 8.00 6.00 65 3.10 0.136 1.63 0.245 MST37 w/ PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. Wind 8.00 12.00 65 6.21 0.136 6.53 No Net Uplift! No Strap! w/ No Holdown Required! 8.00 10.00 65 5.17 0.136 4.53 0.064 MST37 w/ PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Horizontal Diaphragm Lengths u Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (plf) (feet) (plf) ► Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 48 in o.c. U. I J6 M5 MSI J w w x PUS I 8t SS I Es I X.B. 2nd Seismic Level 8.00 8.00 0.06 90 5.75 0.136 3.70 0.257 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. 8.00 7.00 0.06 90 5.03 0.136 2.83 0.314 MST37 w/ PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 7.00 0.06 90 5.03 0.136 2.83 0.314 MST37 w/ PHD2 w/ DBL 2x POST a SSTB 16 A.B. 1.81 8.00 12.00 53 5.11 0.136 6.53 No Net Uplift! No Strap! w/ No Holdown Required! Wind 8.00 8.00 53 3.41 0.136 2.90 0.063 MST37 w/ PHD2 w/ DBL 2x POST 8t SST816 A.B.. 8.00 7.00 53 2.98 0.136 2.22 0.109 MST37 w/ PHD2 w/ DBL 2x POST 8L SSTB 16 A.B. 8.00 7.00 53 2.98 0.136 2.22 0.109 MST37 w/ PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses East Side West Side L► Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (plf) Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 48 in o.c. Copyright 1999 - Spyder Software 10/26/99 - Lateral Analysis - Owen Shop - R.C.E. job 99-151 Copyright 1999 - Spyder Software Ist Level (UBCSect/on 1630. /) 2nd Level (UBCSect/on /630.1) East - West Direction: Story Shear 10.83 kips Story Shear 6.11 kips W/ x P051 8L 55 1 B 16 A.B. Ist p Max 1.00 p Max 1.00 all Line Lateral Wall all _ all Applied Forces Applied Forces Resisting O Resistive et lift Comments ID • Load Height Length ri Stress Uniform Point OTM- Uniform Point OTM Force Used 100°x6 of Tabulated Values See Note (kips) (feet) (feet) (plf) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products Copyright 1999 - Spyder Software W/ x P051 8L 55 1 B 16 A.B. Ist Seismic Level 10.00 8.00 0.09 13S 10.83 0.170 4.62 0.775 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.09 135 10.83 0.170 4.62 0.775 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.09 135 0.314 10.83 0.170 4.62 0.775 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.09 135 10.83 0.170 4.62 0.775 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 4.33 10.00 8.00 0.07 108 8.66 0.170 3.63 0.629 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 10.00 8.00 108 8.66 0.170 3.63 0.629 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 108 8.66 0.170 3.63 0.629 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 108 8.66 0.170 3.63 0.629 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 10.00 8.00 108 0.109 8.66 0.170 3.63 0.629 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8i Stresses 10.00 8.00 East Side West SideLBolt 7.22 Sill Plate Shear Anchorage for above wall line 3.63 (feet) (pIf) feet) (plf) PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. ► Dia. (in.) Capacity (kips) Spacing 10.00 8.00 0.50 0.818 . 48 in o.c. Copyright 1999 - Spyder Software w x PUS I 8i SS I B 16 A.B. Ist Seismic Level 10.00 8.00 0.07 113 9.02 0.170 4.62 0.550 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.07 113 9.02 0.170 4.62 0.550 PHD2 w/ DBL 2x POST a SSTB 16 A.B. 10.00 8.00 0.07 113 0.314 11.54 0.170 4.62 0.864 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.07 113 9.02 0.170 4.62 0.550 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 0.07 113 9.02 0.170 4.62 0.550 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 4.33 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST ax SSTB 16 A.B. 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 10.00 8.00 90 0.109 8.09 0.170 3.63 0.558 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 8.00 90 7.22 0.170 3.63 0.449 PHD2 w/ DBL 2x POST u SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (plf) ► Bolt Dia. (in.) Capacity kips Spacing 0.50 0.818 48 in o.c. Copyright 1999 - Spyder Software J'� 3 S 7 5 MN/ELEM 9 7 6 9 STRUCTURE DATA 2 4 TYPE = SPACE 5 NJ = 9 NM = 9 NE = 0 NS = 0 NR J= 6 NL = 9 XMAX= 16.0 YMAX= 10.5 ZMAX= .0 1 3 t 4 J=9,M=9 UNIT FEE POU S T A A O P 0 S T— P L O T ( REV o 22 0 3 ) 0A TE: OCT 25, 199 TITLE.: OWEN DECK FRAME R.C.E. 99.1S1 J'� User ID: R. C. E. _ PAGE NO. r1e-1 , e` ************************************************** * S T A A D - III * Revision 22.3 * Proprietary Program of * Research Engineers, Inc. * Date= OCT 25, 1999 * Time= 14: 2:18 * * * USER ID: R. C. E. ************************************************** 1. STAAD SPACE OWEN DECK FRAME R.C.E. 99.151 2. INPUT WIDTH 79 3. PAGE LENGTH 66' 4. SET NL 9 5. UNIT INCHES KIP 6. JOINT COORDINATES 7. 1 .000 .000 .000 8. 2 .000 96.000 .000 9. 3 .000 126.000 .000 10. 4 192.000 .000 .000 11. 5 192.000 96.000 .000 12. 6 192.000 126.000 .000 13. 7 30:000 126.000 .000 14. 8 162.000 126.000 .000 15. MEMBER INCIDENCES 16. 1 1 2 17. 2 2 3 18. 3 4 5 19. 4 5 6 20. 5 3 7 21. 6 7 8 22. 7 8 6 23. 8 2 7 24. 9 8 5 25. UNIT INCHES POUND 26. MEMBER PROPERTY AMERICAN 27. 1 TO 4 PRI YD 5.5 ZD 5.5 28. 5 TO 7 PRI YD 11.5 ZD 5.5 29. 8 9 PRI YD 3.5 ZD 1.5 30. INACTIVE MEMB 8 9 31. MEMBER RELEASE 32. 5 8 9 START MY MZ 33. 2 4 7 TO 9 END MY MZ 34. UNIT FEET POUND 35. CONSTANT 36. DENSITY 34.2 ALL 37. UNIT INCHES POUND 38. CONSTANT 39. E 1.700E6 ALL 40. UNIT FEET POUND 41. SUPPORT 42. 1 4 PINNED 43. 3 6 TO 8 FIXED BUT FX FY MX MY MZ 44. LOAD 1 DEAD LOAD 45. MEMBER LOAD 46. 5 TO 7 UNI GY -60. 47. SELFWEIGHT Y -1. 48. LOAD 2 LIVE LOAD 49. MEMBER LOAD User ID: R. C. E. OWEN PECK FRAME R.C.E. 99..151 -- PAGE NO. PP -2 50. 5 TO 7 UNI GY -240. 51. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 8/ 9/ 6 ORIGINAL/FINAL BAND -WIDTH = 5/ 2 TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 38 SIZE OF STIFFNESS MATRIX = 608 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.02/ 2047.7 MB, EXMEM = 1968.2 MB ++ Processing Element Stiffness Matrix. 14: 2:18 ++ Processing Global Stiffness Matrix. 14: 2:18 ++ Processing Triangular Factorization. 14: 2:18 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 3 DIRECTION = MY PROBABLE CAUSE MODELING PROBLEM 000E+00 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 4 DIRECTION = MY PROBABLE CAUSE MODELING PROBLEM 000E+00 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 4 DIRECTION = MZ PROBABLE CAUSE MODELING PROBLEM -.134E-07 ++ Calculating Joint Displacements. 14: 2:18 ++ Calculating Member Forces. 14: 2:18 52. CHANGE 53. LOAD 3 SEISMIC 54. MEMBER LOAD 55. 5 TO 7 UNI X 10. 56. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 14: 2:18 ++ Processing Global Stiffness Matrix. 14: 2:18 ++ Processing Triangular Factorization. 14: 2:18 ++ Calculating Joint Displacements. 14: 2:18 ++ Calculating Member Forces. 14: 2:18 57. CHANGE 58. LOAD 4 WIND 59. MEMBER LOAD 60. 5 TO 7 UNI X 1. 61. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 14: 2:18 ++ Processing Global Stiffness Matrix. 14: 2:18 ++ Processing Triangular Factorization. 14: 2:18 ++ Calculating Joint Displacements. 14: 2:18 ++ Calculating Member Forces. 14: 2:18 62. CHANGE 63. INACTIVE MEMB 8 9 64. LOAD 5 DL + LL 65. REPEAT LOAD 66. 1 1. 2 1. 67. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 14: 2:18 ++ Processing Global Stiffness Matrix. 14: 2:18 ++ Processing Triangular Factorization. 14: 2:18 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 3 DIRECTION = MY PROBABLE CAUSE MODELING PROBLEM 000E+00 83. CHANGE 84. PLOT SECTION FILE 85. LOAD LIST ALL 86. START SCRIPT LANGUAGE 87. UNIT INCHES POUND 88. OPEN FILE MEMBFORC.WCK 89. WRITE HEADER 90. FORMAT='SECTION TYPE' 91. WRITE HEADER 92. FORMAT='1, 7, VGT, D.FIR-L, 93. WRITE HEADER 94. FORMAT='8, 9, VGDL, D.FIR-L, 95. WRITE HEADER 96. FORMAT='MOISTURE' 97. WRITE HEADER 98. FORMAT='1, 9, MC>19%' 99. WRITE HEADER 100. FORMAT='LOAD CASE FACTORS' 101. WRITE HEADER 102. FORMAT='1, 1, 0.9' 103..WRITE HEADER 104. FORMAT='2, 2, 1.25' 105. WRITE HEADER 106. FORMAT='3, 4, 1.33' NO. 1' NO. 2' User ID: R. C. E. OWEN DECK FRAME R.C.E. 99.151 -- PAGE NO. �3 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 4 DIRECTION = MY PROBABLE CAUSE MODELING PROBLEM 000E+00 ***WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 4 DIRECTION = MZ PROBABLE CAUSE MODELING PROBLEM -.134E-07 ++ Calculating Joint Displacements. 14: 2:18 ++ Calculating Member Forces. 14: 2:18 68. CHANGE 69. LOAD 6 DL + EQ 70. REPEAT LOAD 71. 1 1. 3 1. 72. LOAD 7 DL + -EQ 73. REPEAT LOAD 74. 1 1. 3 -1. 75. LOAD 8 DL + W 76. REPEAT LOAD 77. 1 1. 4 1. 78. LOAD 9 DL + -W 79. REPEAT LOAD 80. 1 1. 4 -1. 81. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 14: 2:19 ++ Processing Global Stiffness Matrix. 14: 2:19 ++ Processing Triangular Factorization. 14: 2:19 ++ Calculating Joint Displacements. 14: 2:19 ++ Calculating Member Forces. 14: 2:19 82. PDELTA 4 ANALYSIS ++ Processing Element Stiffness Matrix. 14: 2:19 ++ Processing Global Stiffness Matrix. 14: 2:19 ++ Processing Triangular Factorization. 14: 2:19 ++ Calculating Joint Displacements. 14: 2:19 ++ Adjusting Displacements 14: 2:19 ++ Adjusting Displacements 14: 2:19 ++ Adjusting Displacements 14: 2:19 ++ Adjusting Displacements 14: 2:19 ++ Calculating Member Forces. 14: 2:19 83. CHANGE 84. PLOT SECTION FILE 85. LOAD LIST ALL 86. START SCRIPT LANGUAGE 87. UNIT INCHES POUND 88. OPEN FILE MEMBFORC.WCK 89. WRITE HEADER 90. FORMAT='SECTION TYPE' 91. WRITE HEADER 92. FORMAT='1, 7, VGT, D.FIR-L, 93. WRITE HEADER 94. FORMAT='8, 9, VGDL, D.FIR-L, 95. WRITE HEADER 96. FORMAT='MOISTURE' 97. WRITE HEADER 98. FORMAT='1, 9, MC>19%' 99. WRITE HEADER 100. FORMAT='LOAD CASE FACTORS' 101. WRITE HEADER 102. FORMAT='1, 1, 0.9' 103..WRITE HEADER 104. FORMAT='2, 2, 1.25' 105. WRITE HEADER 106. FORMAT='3, 4, 1.33' NO. 1' NO. 2' User ID: R. C. E. OWEN DECK FRAME R.C.E. 99.151 -- PAGE NO. F-f?4 108. FORMAT='5, 5, 1.25' 109. WRITE HEADER 110. FORMAT='6, 9, 1.33' 111. CLOSE 112. OPEN FILE MEMBFORC.WCK 113. FOR MEMB 1 TO 9 114. WRITE HEADER 115. FORMAT='MEMBER PROPERTIES' 116. WRITE PROP MEMB B D 117. FORMAT=I5,',',F10.2,',',F10.2 118. CLOSE 119. OPEN FILE MEMBFORC.WCK 120. FOR JOINT 1 TO 8 121. WRITE HEADER 122. FORMAT='JOINT COORD' 123. WRITE COORD JOINT 124. FORMAT=I4,',',F10.2,,',F10.2,',',F10.2 125. CLOSE 126. OPEN FILE MEMBFORC.WCK 127. FOR MEMB 1 TO 9 128. WRITE HEADER 129. FORMAT='MEMBER INCIDENCES' 130. WRITE MINC MEMB 131. FORMAT=I4,',',I5,',.',I5 132. CLOSE 133. OPEN FILE MEMBFORC.WCK 134. FOR MEMB 1 TO 9 135. FOR LOAD 1 TO 9 136. WRITE HEADER 137. FORMAT='INTERNAL FORCES' 138.,WRITE BMO MEM LOA FX FY FZ MX MY MZ 139. FORMAT=I5,',',I5,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2,',',F12.2 140. CLOSE 141. END SCRIPT 142. PRINT MEMBER FORCES LIST 8 9 ****k********* END OF LATEST ANALYSIS RESULT ************** 143. FINISH *************** END OF STAAD-III *************** **** DATE= OCT 25,1999 TIME= 14: 2:19 **** ********************************************************* * For questions on STAAD-III, contact: * Research Engineers, Inc at * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 * User ID: R. C. E. OWEN DECK FRAME R.C.E. 99.151 -- PAGE NO. F(2-5 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 8 1 2 .00 .00 .00 .00 .00 .00 7 .00 .00 .00 .00 .00 .00 2 2 .00 .00 .00 .00 .00 .00 7 .00 .00 .00 .00 .00 .00 3 2 -475.18 .00 .00 .00 .00 .00 7 475.18 .00 00 .00 .00 .00 4 2 -47.52 .00 .00 .00 .00 .00 7 47.52 .00 .00 .00 .00 .00 5 2 .00 .00 .00 .00 .00 .00 7 .00 .00 .00 .00 .00 .00 6 2 -215.06 1.84 .00 .00 .00 .00 7 218.18 1.28 .00 .00 .00 .00 7 2 753.00 .87 .00 .00 .00 .00 7 -749.89 2.25 .00 .00 .00 .00 8 2 220.87 1.31 .00 .00 .00 .00 7 -217.75 1.81 .00 .00 .00 .00 9 2 317.68 1.21 .00 .00 .00 .00 7 -314.56 1.91 .00 .00 .00 .00 9 1 8 .00 .00 .00 .00 .00 .00 5 .00 .00 .00 .00 .00 .00 2 8 .00 .00 .00 .00 .00 .00 5 .00 .00 .00 .00 .00 .00 3 8 475.17 .00 .00 .00 .00 .00 5 -475.17 .00 .00 .00 .00 .00 4 8 47.52 .00 .00 .00 .00 .00 5 -47.52 .00 .00 .00 .00 .00 5 8 .00 .00 .00 .00 .00 .00 5 .00 .00 .00 .00 .00 .00 6 8 749.88 2.25 .00 .00 .00 .00 5 -752.99 .87 .00 .00 .00 .00 7 8 -218.17 1:27 .00 .00 .00 .00 5 215.05 1.84 .00 .00 .00 .00 8 8 314.56 1.90 .00 .00 .00 .00 5 -317.68 1.22 .00 .00 .00 .00 9 8 217.76 1.80 .00 .00 .00 .00 5 -220.88 1.31 .00 .00 .00 .00 ****k********* END OF LATEST ANALYSIS RESULT ************** 143. FINISH *************** END OF STAAD-III *************** **** DATE= OCT 25,1999 TIME= 14: 2:19 **** ********************************************************* * For questions on STAAD-III, contact: * Research Engineers, Inc at * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph- (508) 688-3626 Fax- (508) 685-7230 * 10/25/99 Owen Residence -- RCE Job 99-151 Pcl Fe�o 1991 NDS Yield Limit Analysis For Laterally Loaded Single Shear Nailed Wood -to -Wood Connections Connection ID: Loadings Dead = 0 lbs. Nail Size = 16d Common Nails Floor = 0 lbs. Nail Diameter = 0.162 inches Snow = 0 lbs. Nail Length = 3.50 inches Const. = 0 lbs. Nail Yield Strength Fyb = 95.7 ksi (Breyer, '93) Seismic = 475 lbs. penetration, p = 2 inches (main member) Wind = 75 lbs. tm = 5.50 inches (main member) SGm = 0.50 DF -L Main Member Specific Gravity, EWP, DF -L, HF, SP or SPF Fern = 4,637 psi (main member) is = 1.500 inches (side member) SGs = 0.50 DF -L Side Member Specific Gravity, EWP, DF -L, HF, SP or SPF Fes = 4,637 psi (side member) Re = 1.0000 k 1 = 1.0666 k2 = 1.1170 KD = 2.20 Diameter Factor CM = 0.67 Wet Service Factor Ct = 1.00 Temperature Factor Cd= 1.00 Penetration Factor, (p / 12D < = 1.0) Ceg = 1.00 End Grain Factor, (1.0 or 0.67) Cd1 = 1.00 Diaphragm Factor, (1.0 or 1.1) Cts= 1.00 Toenail Factor, (1.0 or 0.83) n = 4 Number of Fasteners, (Nails) N.D.S. 12.3.1 Eq.'s Eq 12.3-1 Z = 512 Ib. Mode IS Eq 12.3-2 Z = 243 Ib. Mode lllm Eq 12.3-3 Z = 191 Ib. Mode Ills Eq 12.3-4 Z = 145 Ib. Mode IV Z' = Z(CD*CM*Ct*Cd*Ceg*Cdi*Ctn) Connection Capacity,lbs. Dead Condition Z' = 88 CD = 0.90 350 Dead Loads OKII Floor Condition Z' = 97 CD = 1.00 389 Floor Loads OKII Snow Condition Z' = 112 CD = 1.15 447 Snow Loads OKII Const. Condition Z' = 122 CD = 1.25 486 Const. Loads OKII Seis Condition Z' = 129 CD = 1.33 517 Seismic Loads OKII Wind Condition Z' = 156 CD = 1.60 622 Wind Loads OKII Nail Fastener Dimensional Data For Box Common Sinker 8i User -Defined Nails Nail Penny Box Nails Common Nails Sinker Nails Custom Nails Weight Diameter Length Diameter Length Diameter Length Diameter Length 6d 0.099 2.00 0.113 2.00 0.113 2.00 0.113 2.00 8d 0.113 2.50 0.131 2.50 0.113 2.38 0.131 2.50 10d 0.128 3.00 0.148 3.00 0.131 3.00 0.148 3.00 12d 0.128 3.25 0.148 3.25 0.131 3.25 0.148 3.25 16d 0.135 3.50 0.162 3.50 0.131 3.25 0.162 3.50 20d 0.148 4.00 0.192 4.00 n/a n/a n/a n/a 30d 0.148 4.50 0.207 4.50 n/a n/a n/a n/a 40d 1 0.162 5.00 0.225 5.00 n/a n/a n/a n/a 50d n/a n/a 1 0.244 5.50 n/a n/a n/a n/a 60d n/a n/a 1 0.263 6.00 n/a n/a n/a n/a 1091 NDS Code Check - WOODCheck ver. 2.0 10/25/99 3:19:58 PM F� n -T Company Info Project Info R. C. E. Owen Res. 336 Broadway Suite 7 - Chico, CA 95928 Butte Valley, CA Phone: (530) 894-8801 Fax: (530) 894-8805 99.151 E-mail: cjOr-c-e.com ID# Material Size Species Grade Pass Fail ------------------------------------------------------------------------------------ 1 Visually Graded Timbers 6x6 D.FIR-L NO. 1 Pass 2 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 3 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 4 Visually Graded Timbers 6 x 6 D.FIR-L NO. 1 Pass 5 Visually Graded Timbers 6 x 12 D.FIR-L NO. 1 Pass 6 Visually Graded Timbers 6 x 12 D.FIR-L NO. 1 Pass ------------------------------------------------------------------------------------ 7 Visually Graded Timbers 6 x 12 D.FIR-L NO. 1 Pass 8 Visually Graded Dim. Lumber 2 x 4 D.FIR-L NO. 2 Pass 9 Visually Graded Dim. Lumber 2 x 4 D.FIR-L NO. 2 Pass ' Woodworks® Sizer SOFTWARE FOR WOOD DESIGN B1 COMPANY R. C. E. 336 Broadwa•1 #7, Chico, CA 95928 (530) 894-8801, fax (530) 894-8805 email: cj@r-c-e.com WoodWorksO Sizer 97d Oct. 25, 1999 14:13:46 PROJECT Owen Residence 2858 Foxtail Lane Butte Valley, CA R. C. E. 99.151 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: mater=al: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 6.50 (ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------1--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (24.50)* No 2 Const:. Full Area 16 (24.50)* No *Tributary Width (ft) -------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 6.5 ft I ---------- ------------------- Dead I 1304 1304 Live I 1274 1274 Total I 2578 2578 B.Length I 1.2 1.2 ############H############################################################## DESIGN SECTIDN: D.Fir-L,' No. 2, 4x12 @ 9.352 plf This section.PASSES the design code check. -------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------- - Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 70 Fv' = 119 fv/Fv' = 0.59 Bending(+) fb = 681 Fb' = 1203 fb/Fb' = 0.57 Live Defl'z 0.02 = <L/999 0.22 = L/360 0.11 Total Defl'n 0.06 = <L/999 0.32 = L/240 0.18 ____________----------------------------------------------------------- - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ___________--------------------------------------------------- Fb'+= 875• 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625• 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL LATA -------------- Bending(+) LC# 2 = D+C, M = 4190 lbs -ft Shear : LC# 2 = D+C, V = 2578, V@d = 1835,lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead I,=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the pro%isions of NDS Clause 4.4.1. i (U WOOCIWOrkS® Sizer SOFTWARE FOR WOOD DESIGN B2 WoodWorksO Sizer 97d Oct. 25, 1999 14:13:56 COMPANY PROJECT R. C. E. I Owen Residence 336 Broadwa,.#7, Chico, CA 95928 1 2858 Foxtail Lane (530) 894-8801, fax (530) 894-8805 1 Butte Valley, CA email: cj@r-c-e.com I R. C. E. 99.151 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 12.00 (ft) Load 2ombinations: ICBO6UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< __--------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I----- --I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (2.00)* No 2 Constr. Full Area 16 (2.00)* No 3 Dead Full Area 12 (2.00)* No 4 Live Full Area 40 (2.00)* No 5 Dead Trapezoidal 170 289.00 0.00 8.00 No 6 Dead Trapezoidal 289 170.00 8.00 12.00 No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ---------- 1 12.0 ft I ---------- ------------------- Dead 1 1763 1843 Live 1 672 672 Total 1 2435 2515 B.Length 1 1.1 1.1 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 47 Fv' = 85 fv/Fv' = 0.56 Bending(+) fb = 707 Fb' = 1350 fb/Fb' = 0.52 Live Defl'n 0.05 = <L/999 0.40 = L/360 0.12 Total Defl'n 0.24 = L/588 0.60 = L/240 0.41 --------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------------------- Fb'+= 135D 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# LC# 2 = D+L, M = 7143 lbs -ft Shear : LC# 2 = D+L, V = 2323, V@d = 2001 lbs Deflection: LC# 3 = D+L+C Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: --------------------------------------- 1. Please verify that the default deflection limits are appropriate for yot-r application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B3 WoodWorks® Sizer 97d Oct. 25, 1999 14:14:04 COMPANY I PROJECT R. C. E. I Owen Residence 336 Broadway #7, Chico, CA 95928 1 2858 Foxtail Lane (530) 894-8801, fax (530) 894-8805 1 Butte Valley, CA email: cj@r-c-e.com I R. C. E. 99.151 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 8.00 (ft] Load;Combinations: ICBO-UBC --------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (14.00)* No 2 Live Full Area 40 (14.00)* Yes *Tributary Width (ft) -------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----- - 1 8.0 ft ---------- ------------------- Dead I 722 722 Live I 2240 2240 Total I 2962 2962 B.Length I 1.3 1.3 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf This section PASSES the design code check. ########################################################################### -------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 68 Fv' = 85 fv/Fv' = 0.80 Bending(+) fb = 859 Fb' = 1350 fb/Fb' = 0.64 Live Defl'n 0.08 = <L/999 0.27 = L/360 0.31 Total Defl'n 0.12 = L/788 0.40 = L/240 0.30 --------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------- Fb'+= 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA --------------------- Bending(+) LC# 2 = D+L, M = 5923 lbs -ft Shear : LC# 2 = D+L, V = 2962, V@d = 2375 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. PO\ SA "U WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B4 WoodWorks® Sizer 97d Oct. 25, 1999 14:14:16 COMPANY I PROJECT R. C. E. I Owen Residence 336 Broadway #7, Chico, CA 95928 1 2858 Foxtail Lane (530) 894-8801, fax (530) 894-8805 1 Butte Valley, CA email: cj@r-c-e.com I R. C. E. 99.151 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: ----------------------------------------- - material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 8.00 (ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (24.50)* No 2 Constr. Full Area 16 (24.50)* Yes 3 Dead Full Area 12 (8.00)* No 4 Live Full Area 40 (8.00)* Yes 5 Dead Full Area 17 (8.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------------------------------------------------------------------- - I 4.0 4.0 ft ---------- ---------------------------- Dead 1 955 3182 955 Live 1 1246 3560 1246 Total 1 2201 6742 2201 B.Length I 1.0 2.9 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear fv @d = 66 Fv' = 106 fv/Fv' = 0.62 Bending(+) fb = 260 Fb' = 1687 fb/Fb' = 0.15 Bending(-) fb = 391 Fb' = 1687 fb/Fb' = 0.23 Live Defl'n 0.00 = <L/999 0.13 = L/360 0.03 Total Defl'n 0.01 = <L/999 0.20 = L/240 0.04 FACTORS: F CD CM Ct. CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 11 Fb'-= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 0.67 1.00 - E' = 1.6 million 1.00 1.00 11 ------------------------------ ADDITIONAL DATA Bending(+): LC#11 = D+L+C (pattern: X ), M = 1796 lbs -ft Bending(-): LC# 3 = D+L+C, M = 2697 lbs -ft Shear : LC# 3 = D+L+C, V = 3371, V@d = 2304 lbs Deflection: LC#11 = D+L+C (pattern: X_) Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5!5 WoodWorks® Sizer . ' SOFTWARE FOR WOOD DESIGN Di1 WoodWorksO Sizer 97d Oct. 25, 1999 14:13:32 COMPANY I PROJECT R. C. E. I Owen Residence 336 Broadway #7, Chico, CA 95928 1 2858 Foxtail Lane (530) 894-8831, fax (530) 894-8805 1 Butte Valley, CA email: cj@r-=-e.com I R. C. E. 99.151 DESIGN CHECK - NDS -1997 Joist DESIGN DATA: material: Lumber -soft @ 16.0 [in) spacing service: wet lateral support: Top= Full Bottom= @Supports total length: 12.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC ------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ------------------------------------------------------ Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead ' Full Area 5 (16.0)* No 2 Live Full Area 60 (16.0)* Yes *Tributary width (in) ____________--------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------I — 12.0 ft I ---------- ------------------- Dead I 60 60 Live I 480 480 Total I 540 540 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECT --ON: D.Fir-L, No.2, 2x10 @ 3.296 plf This section PASSES the design code check. ###########$############################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I ---------- ---I ---------------- I----------------I------------------I Shear fv @d = 51 Fv' = 92 fv/Fv' = 0.55 Bending(+) fb = 908 Fb' = 1138 fb/Fb' = 0.80 Live Defl'n 0.26 = L/549 0.40 = L/360 0.66 Total Defl'n 0.31 = L/463 0.60 = L/240 0.52 ---------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------- Fb'+= 900 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.15 2 Fv' = 95 1.00 0.97 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1 6 million 0.90 1.00 2 ADDITIONAL DATA ------------------- Bending(+oLC# 2 = D+L, M = 1619 lbs -ft Shear : LC# 2 = D+L, V = 540, V@d = 470 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Fattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: ------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn =umber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4Y . � 'S y Foot200T ver. 1.0, Copyright 1999 - Spyder Software 10/25/99 2:59:15 PM Company Info I Project Info R. C. E. (Project: Owen Res. 336 Broadway; Suite 7 ILocation: 2858 Foxtail Lane Chico, CA, 95928 1 Butte Valley, CA Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: 99.151 E-mail: cj@r-c-e.com (Footing Id: F1 FOUNDATION PARAMETERS F. F I Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.50 ksf FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress ................................................. Longitudinal Bottom Reinforcement Required for Strength............ Longitudinal Bottom Temperature and Shrinkage Steel ................ Transverse Bottom Reinforcement Required for Strength .............. Transverse Bottom Temperature and Shrinkage Steel .................. Gravity Only Soil Bearing .......................................... LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.71, 2.00 ft. 2.00 ft. 12.00 in. 10.22 psi. .78 psi. .00 sq. in. .42 sq. in. .00 sq. in. .40 sq. in. 1.29 ksf UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.60 0.00 0.00 Live Load 1.50 0.00 0.00 (3-#4) (2-#4) � Cover