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64-56-34 JEFF SAINE 6207 Dawson St,lot 133,PP#19,* Ma alfa rl-contr: Matt"Thompson 1 PErmit#2365-87B,P,E,M(new sing amily) T 64-56---l&% JEFF S-,INE 6207 Dawson Ct, Magalia Contr: Matt Thompson ermit#3067-87B(add'i sq.footage'Sr) � 2365-87 /amu? AF;� c✓ A,4k� PERMIT NO. 3067-87B PERMIT EXPIRES OWNER TFFF RATNF. " . CONTR. Matt Thompson ASSESSOR PARCEL 6"56 -56 - LOCATION 67(17 Dawson Ct - Magalia c ' • G"Cl f e y OFFICE COPY Addres�-� '�� GAS y Meter By . Date ELECT i Meter By �..� , + Temp. Power Pole t Called PG&E rF Temp. Elec. Service Called PG&E 3 Temp. Gas Service 4 Called PG&E / i JOB FINALED (Date) 49 0 Signature's ' r = OK 0 = Not OK - = Not Applicable = Not Ready a s MOBILE, HOMES MISCELLANEOUS Date. MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity;.Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location-Test=Wrap: / P'l- ft. / /"Nat. or/ PV ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -Bi Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s r 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged _ 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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-Enclosu res- Panel boards -I ns. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 9. Health Department Approval _ V 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -81 Date Card -131 Date = OK 0=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single a�rm Dupl x) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access C 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic pal 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -131 Date r11 Card -131 Date Card -131 Date Card -131 Card -81 Date Card -81 Date Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa �l\ 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 65. Elec. Trim & Subpanel; Breaker Sizes -Labels 66. Stairs &Rails 67. Fireplace or Stove; Clearances -Hearth O Card -131 Date Card -131 Date Card -131 Date Card -131 Date 68. Elec. Outlets at Wood Panel; Int. & Ext. \ Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearancge,]` 70. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 72. A.C. Duct in Garage -Damper 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 76. Insulation -Foam -Looked in Attic O Yes Vv 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes. No 30. Service -Riser Conductors & Ground -Main Disconnect 77. Guard Rails & Deck Construction -Post Caps 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 80. Stucco; Brown -Finish Card -61 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -Bt Date Card -81 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -81 Date Card -B1 Date Card -81 Date Card -61 Date Card -B1 Date Card -131 Date Card -B1 Date Card -81 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -B1 Date Card -131 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPERMIT NO. �' e 7 County Center Drive - Oroville, Calif6fnia.95965 - Telephone: 916/538-7541 EQ /_ APPLICATION AND PERMIT ��� - ASSE SOR PARCEL NUMBER 5` ZON NG BUILDING PERMIT OWNER, TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONT CTOR'3 N hi �0 T EPHONE C NT5� c 'S MAILI DDRESS (/v_ ,J( Q Fireplace CONSTRUCTION LEN UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ / , 0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ 0 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS f✓ ^ D Permit fee E PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME tIARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFLY Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW IO.00ea TYPE OF WORK New ❑ Addition X emodel UtilitiesE:. Insta tion❑ Other ❑ Describe work: I _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oa ADDNST DWELLIN GOCCS. '/22sgft NEW CONSTR. TI -OUTLET 2,50 ea NON.RESID .BRA C ITS ACIRC /POWER APPARTUS 6 (SINGLE OUTLET CIR. Ex. Occu zA0 0 L@30 Occup(OUTLETS OR FIXTURES .200030 FIXED ALNS Ex. Occup. OUTLETS PIRESID IREA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Imo,' I shall not employ any person in any manner so as to become subject s� to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id my in consequence of the granting of this permit. ` i Date / u Applicant — Owner Contractor C Agent ❑ V059permit is required for excavations over 5'0" deep and demolition or construct- ion of structures oveerr+3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ �,©D O P. I CON SI,TrPa ��/ SCHOOL �_ I FLooD ARce� �/ Po ND s This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which �ECTO OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date / in Receipt No. Cwt// I/I WHITE-D.P.W.. TELLOW-ASOC330R. PINK -INSPECTOR, GOLDENROD -APPLICANT TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Hold final for: Final clearance O.R. for: Clearance, for ber7 mobile home. Other NOTE S�; 1001.1 Sanitar tDaile APO C( Water Supply C2 (@f, Water Supply I Water Supply ttG.f . � r���'Yc�(it�-R Y' wlV-. SFr 1� r :y,�. ' s: •, kj 'C.�r+,...�.. s'ic' �, COUNTY OF BUTTE - DEPARTMENT OF PUB.L' IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE %CALVE IRNIA;95965 - TELEPHONE: 916/538-7541 PERMIT APPLIC'A'TION DATA SHEET Permit No. OWNER t4% "'.� c "{) '� t.,�`L� ` A. P No. r ;'� e/01 Proposed Building Use5z Building Inspector - Date b At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted. . . . . . . . . . Plot plans iip–:—du Iicaatt /triplicate, signed by preparer of plans. _, _ � 3. Complete p ansl i uplica a/triplicate, signed by preparer of plans. 4. Complete engineered and calcs, wiTFwet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorizatio l . . . . . . . . Sanitation approval from QrCtCh/ Health Dept. ►. 11. Planning approval for (A) Use: (B) Parking:- 12. arking: 12. Certificate of Workmen's Compensation Insurance. . . . . . „ 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.—...._15. Improvements may be required. . . . . . . . . . . . "16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to /117. Pre -Inspection for .___" _. _ Required. i3uilding Inspector (Date.) a 1.8. Recorded copy of Agricultural Acknowledgment Statement. 4. 9. Driveway Permit. 20. Plot plan approval from city of_ _ 21. — — — — — 22. — — -- W en you issue thce� ermit, ocess as follows: Mail t owner: Mail to contractor_ Telephone o�'�� and hold for pickup '"� office, Deliver w/inspector. Other Applicant �° Date /10 r Copy of plans sent Health Dept.; Fii, ept., Other Date The following data must be submitted prior t ermit is uance/ (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone ---naiI—counter by date Contractor, designer, owner, was advised c? above required data by—phone —ma iI—countX7nat date Plans checked by Date Plans approved by �/� Sets of plans on hold in File cabinet AP folder Copy -DPW FORM 7 ADDITIONS TO RESIDENTIAL•BUILa1NGS ENERGY SHEET PACKAGE "A" (Additions) Owner �/q/ll�� Climate Zone Permit # IA 07 Floor Area S305" The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings -include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. APPLIES TO NEW AREA CEILING' WALL FLOOR SLAB GLAZING SHADING SOUTH - OPTIMUM OVERHANG ZONE 11 R-30 IT- 1.5 R-11 R-7 U-.65 (Dual) or .36 Shading Coefficient WEST - .36 Shading Coefficient LOOSE FILL INSULATION (Density) ZONE 16 INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS•PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF -AREA PLUS REMOVED GLAZING'.45 SHowo NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 V *L HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating M ❑ Central Gas Furnace % (brand and model number) ► SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *L (B) Cooling ❑ Electric Air Conditioner . (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER ^3 Btu/hr (cooling capacity at 95°F) ❑ Other (describe) DOMESTIC WATER SYSTEM ❑ .(A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) 13 * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following. Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU •+ }`*2 Submit,T.I.P..S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. A BUI ING DESIGNER OR APPLICANT a I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corr tion of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office Immediately. WAM ��11tC v ZS Inspector Date W 7- h,7-1-47 %, PERMIT NO. — PERMIT EXPIRES OWNER TFFF SATNF. CONTR. Matt Thnmpenn ASSESSOR PARCEL LOCATION 6707 DIAWann rt, Mgoa�l i p I l.' OFFICE=C Py AddresslL� i GAS i Meter By pates e ELE t Meter �� D�te� = OK 0 = Not OK_ =ot NApplicable MOBILE HOMES t .r MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or:Joists-Decking-Bracirig-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts:Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -81 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -81 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements . -Card-81 Date Card -1211 Date • 2. Footings; Size -Spacing -Marriage Line Card -61 Date Card -B1 Date - 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH -Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -B1 Date . Card -81 Date Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -81 Date Card -1211 Date Card -81 Date i = OK 0=No,OK - = Ndt Applicable = Not Ready RESIDENTIAL,(Single and Duplex) UNDERFLOOR (Plans) OK except #'s 1. Zoning requirements -S cks-Easements J. Ftg., Main; Soils-Steel-Elec. .-/ /" Ftg. De Ftg., Garage; Soils -Steel-/ /" Ftg. *Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Del Stemwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped T. Slab; Steel -Wrapped 8. Piers -Fireplace Ftq.-Steel 10 Gas Pipe; Size -An hors --_J1. Water,Pipe; t'An or -Regulator-Service �o 12- Electric; Underground Plenums & s; Clea a -Mat I-Supprt-Ins. .-Girders- iU§-An6I1Gr Bolts -Jo -V ts--tipples -dam 1 . sulation -/ 4 w -B1 Date -B1 Date Date PLU NG (Permit " K except #'s Wat r Hf. V -Ac - stion Air 1 at e; Test & A ors -Nae ction 1 .W.V.; Test-Fttngs & Ancho -Nail Protection 1S-8ttowe Pan; Fir oor-TubJUmi t;s & ShoyMr, ccess as Pipe; Size & Anchors Card -131 Datef -/7_ :2Sard-B1 Date Card -B1 Date Card -B1 Date Date RICAL (Permit) OK except #'s V,42"PWure & Transformer Clearance -Ins. Protection_ Ele . Receptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors -Stapled . Rom x• Installed Close to Edge of Studs & C.J. 26 ip. Ground made up w/Mech. Fasteners-Bpbi�VVI j27-2 Appliance Circuits in Kitchen & Conductor Size i ft -A.C. Wire Size=/aa Circ. / Yes D o D.v 32, vice -Riser Con rs & Groµad--Mai con ect Equip. Clearances Panels-Motors-Mech. Equip. C C et Li h - C e, t 4 Card -B1 hq Datff fZI7 Card -B1 Date Card -B1 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s y3l�Vent Fan; &Oaust qJ>dye insula io e F Return it Vent-115eeaf(et 3?. Affie-Access _8 Attic Card -81 M Date,/., Card -B1 Date Card -131 Date) Card -B1 Date Date FRAMIN (Plans) OK except #'s i1�Proper Material & Anchors all _Studs -Nailing, Spacing & Bracing—Plates-Sour& _ ±. ring Walls over Girders & Floor Nailing 7 /Q . Draft Stop in Walls (rat proof) , & Beam -Size & Bearing Date FRAMING (Contin V Xttic Access; Size -& Ron ex-Protection-Dre"top- ni Baffles . dr .Windows or Exiting Doors -Sill Hgt. & Dimensions % IT arage Fire Protection Framing MIRA EO,ER .=Doors -One T -Check Ga s - ise- - 5 . ywood on verhang-Attic s-Rafter.0u#Vgers . Siding- Ing VenW ed -F ents-Und . Access Glazing Area -Glass' Protection -Skylights -Plastic Card -B Card -B At—isia ad�nr 'Card -B1 Date Card -B1 Date Date FI (Plans) OK except #'s E taps -Door & Sidelight Protection -Landings oke Detector . Furnace; Vents -Clearance -Comb. Air -Connector - In rage; Above Floor -Ducts -Mach. Protection oom Exiting G.F ` Bath Fixtures & Tub Access -Spa I . Trim & Subpanel; Breaker Sizes -Labels tom& Rails fireplace or Stove; Clearances -Hearth utlets at Wood Panel; Int. & Ext. ixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Ele utlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In_Garage; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location . Elec eceptacles in Garage; (G.F.I.)-Romex Protec. 1n ion -Foam -Looked in Attic D Yes u§L&Rails & Deck Construction -Post Caps 181%-dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under FloV D Yes F9. Following instld.; Drive es O No; Walks Vfes ❑ No; Planters 0 Yes O No o; Brown -Finish nit; Disconnect, Electrical, Plumbing W. -Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. er Well; Disconnect, Electrical, Plumbing E rior Elec. Trim; G.F.I. Receptacle -Underground We'vWfflation throughout House / . G! Protection Correctio s from Previous Inpections 17—//- J Z_ 88. Gst-Meters Tagged; Gas-Electric&S/1, 6X/ -s% Aqwa Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Card -B 7Datef Cf_ and -B1 Date Car Date Card -B1 Date Card -61 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) .n Owner • E Permit No. ENERGY CE•RTI•F ICAT ION LOCATION A. P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Thickness(inches) -3v ,mai"Q' Brand Name Thermal Resistance (R Value) Brand Name (AA A� � I) It, _ Thermal Resistance(R Value) T3 - Batt, or Blanket'Type d LASS Brand Name 1AA 1 I LL; -S' Thickness(inches 41b Thermal Resistance(R Value )_ Loose Fill Type LjPYSs Brand Name - L - Minimum Thicknn ( nches) tri Number of Bas g_ Wt. per bag _lb. Area covered(ft. ) I [( CT Thermal Resistance(R Value) r� FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material_ Thickness(inches) Width(inches) FOUNDATION.WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name • V4. Q0 U ( l.(__- Thermal Resistance(R Value)______ Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Lo -ry <�Vk-� io'�C.0 FIRM NAME/OWNER PLICATOR . --A (�' C� I S� STATE CONTRACTORS LICENSE NO. r-1, V IR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. STATE CONTR/ACTORS LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSO PA CELrj� LIMBER �S -3 ZONING �j BUILDING PERMIT pW �F n Ls,� TELEPHONE SQ.FT. OCC. BUILDING VAL ATION O O OWNER -S MAILING ADDRESS 5-74 0 Lo ' CON ACTOR'S A .—It o t, a TELEPHONE 73- �7 I r hn It u CO TO 'S MAI LI G ADDRES Fireplace /Oo-0 CONST U 10 LEND R tl, UNKNOWN Total Valuation $ - FilingFee $ 10.00 LENDER'S MAILING ADDRE S Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �1 V Permit fee $ (j PLUMBING PERMIT Filing Fee 10.00 Each Trap 0 2.00 J, b Solar or heat pump water heater 20.00 LOT NO. C SUBD SION NAME A-/ PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE `, SF 1�1 Duplex❑ Mobilehome❑ Other SPECIFY / ` Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 ' Mobile Home S G W 10.00ea TYPE OF WORK New Y Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ - Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 V OR LEAMP ORSLESS 10.00 ID — Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declar nder penalty of perjury (check.one): I am licensed under provisions of Chapt. 9, Div. 3 of the BuSinesS and Profession Code and my license is in full force and effect. License No. y Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OR ADDNST ( 0WEAccLBLDG0 UP..&• 2'/z2sgft NEA CONSTR ULTI-OUTL NON.R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 1.20ALI 0 300 Ex. Occup. OUTLETS (RESID )REA.) 2.00 Temporary service 10.00 (� r Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. LJ have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICA PER T FiIirig Fee 10.00 Heating p., 0 Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains id my in consequ a of the granting of this permit. c X y- Date '�S- d Contractor �Agent ❑ Sign ure of Applicant — O nor ElF]i An OSHA permit is requ or excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Ocr�P. f/\) �py�yrYPC FLOOD ARc PD ;,,f139UE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. PUBLIC WORKS +� By Date �'`��i �r� PERMI XPI RES Date_-('-"� Receipt No. 3 / WHITE-D.P.W.. YELLOW-ASSCSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Y•�• t l COUNTY OF BUTTE y DEPARTMENT &-PUB,LIC WORKS - BUILDING DIVISION r• 7 COUNTY CENTER DRIVE - OROVILLE, CALIF RNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET •• OWNER Proposed Building Use &- S Iding Inspector Permit No. A. P. 40. y- S b " �/• �� • Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans, , 3. Complete plans in duplicate./triplicate, signed by prepares of plans, 4. Complete engineered plans and talcs, with wet signature on plans, 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , J•, , Letter of signature authorization. . . . . . . . . . . Sanitation approval from v Health Dept. Planning approval for (A) se: (B) Parking . • Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to owner •), -15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . 17. Pre -Inspection fo'r Pre-Inspec. request to (Date) Required, Building Inspector -� Recorded copy of Agricultural Acknowledgment Statement. 8�1a�% 9 r`' ��/ T. Driveway Permit. ,L4�-�-7 C 5 5- �/2 Plot plan approval from city of ' PC..n6o�.s - 22, � r. When you issue the er it, process as follows: Mail to owner, Mail to contractor. 4 Telephone 3" and hold for pickup aP ^&Wfice, -Del iver w/inspector, Other Applicant Copy of plans sent Health Dept., Fire Dept„ Other Date The following data must be submitted prftr to 1. Index permit for above items No. " 2. Additional items required: it ' suS ce: (Circle new item not checked above). 1 ontra , designer, owner, was advised of above required data by_' phone__rnall—counter byAiL__date 6 �! Contractor, designer, owner, was advised of above r�eq..uirreed data by—phone _mall—counter by date G r� Plans checked by —Bate ) Plans approved by Date a '�`6 Z Sets of plans on hold in Copy—DPW ile cabinet AP folder - Flours: 10:00 a.m. - 3:00 p.m. { TO: Building Department a FROM: Environmental Health SUBJECT: SANITATION CLEARANCE 0 WN ER Plans approved for: Hold final for: m i LOCATION AP 4p Sewage Disposal 1110 Water Supply_ Water Supply Final Clearance O.K. for: f Water Supply Clearance for - bed,room -home. Other I Clearance for addi on f A0 2 No t ARIAN 1 9 -�,1� ,r? DATE t- a47 !sr/ Qo-(�W C,6045 oF- PZ/-4v.S AAE40 SIC, :SI1660 MAT THIS DESIGN HAS TOP CHORD 2X6 FIR -LARCH SS :v ?MSOT CHORD 2X4 FIR -LARCH •1 WEBS 2X4 FIR -LARCH -STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ISEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' !REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. +Bottom chord checked for 10 PSF live load. i 0-6-8 T 5X4 R-6649 Y- 3.50' 1-5-2 O.H. 11-0-0 I 1 c != C C J C O C c TT o 0 C 22-0-1 OVER 2 SUP SEON--104806 FURNISH R COPY OF THIS DESIGN j.4fER[D PRODUCTSY**IMPORTANT** WU>m rE RESPONtSME Fra tNC ANY !DARNING I- wiRLOA c DEVIRTION FROM THESE SPECIFICATIONS OR WY XT!PTIDN FRM eRtC.'!G.SEE 'SVT -TS -,1 THIS DESIGN OR NUT FAILURE TO WILD THE TRUSS IN CWORM VICE iAN"IFRY FWD REUMEh vITH THE MURLITT CONTROL MINUL' BVTPI. ALPINE CONWCTDRS THIS DESIGN FOR 100:1 ARE MRa1FACTLAE0 FROMU 20 Ga". GALVRNIZEO STEEL UN -ESS NENT BRACING REOOIwmh OIHERYISE V*A, MEETING REQUIREMENTS OF ASTM 1449 GRADE A. SHNN, TOP CHORD ?qL: RPPLT CONNEC79 177 BOTH FRCES AT EACH JGINT WAD LOCATE AS WITH PROPERLY AT:FGE SKAx,5EARI!L YA0115 ARE R- WAINRL UNLESS OTHERWISE SHOWN. I Ml --(JY DOW 01TH RGI DESIGN STWOiR;S CONFDi11 YITH 1PPlI"9[s_E PROM-aI0N5 � AS IMIFIID ON O'c51 .MTS -92 1W •MI -7'B OR PCT•60. GE.isu Ni IN CIRC RETNRC ••-;P; - TRUSS PLATE INSTITUR'E. 5PECTFICATIDN COR Ya Return to DPW AGRICULTURAL STATEMENT OF `ACKNOWLEDGEMENTS �A� FOR RESIDENTIAL DEVELOPMENT �.RECDAAA �,OQiY oFFIGIAL RE(�ORM BY Sectio,Jn..26-8.1 of the Butte County Code requires this acknowledgement,` be `recorded prior to .issuailce of a building permit. PARre tHOWN t t 8 772 7,474 The property described herein is adjacent to land. or included 1387 JUL 30 AN 1I`' 2 i within an area zoned for agricultural purposes; and residents of this property may be subject to inconveniences or, discomfort arising from CANDACE J'GRUBBSP a `,,,the'use of agricultural chemicals, including, but not limited to heMPe� 9QR s s`, and -'fertilizers; from the pursuit of/,'agricultural operations including, but not limited 'to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke noise, and odor. Butte County h -as established agricultural zones which have as a I riority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared..to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situatein the County of Butte, State of California, described as follows: J See "Exhibit A" legal description attached hereto /J 1 , Personally known to me. _/ Proved to me on the basis of satisfactory evidence.. to berthe person(s) whose name(s) are/ subscribed to ®as®®amatamoeaa■aat7ao®®taala.�the within instrument and acknowledged that they R. DILLENBECK ■ executed the same for the purposes therein contained. : � � ® IN WITNESS WHEREOF, I hereunto set my hand and official seal. a „� A NOTARY PUBLIC -CALIFORNIA e Butte County o ® My Commission Expires Aug. 20,1990 9 B' ®■a®®6aaMaMaaaaaM1®atia©e®■® Notary Public Present A.P. No. e6�(—J�--0 ��� Date: PROPERTY OWNERS: State of Cal;fprnia ) On this the 24th day -of July 19 87 before SS. me, the undersigned Notary Public, personally appeared, -`County of Butte ) l' Jeffrey Saine and Unha Saine Personally known to me. _/ Proved to me on the basis of satisfactory evidence.. to berthe person(s) whose name(s) are/ subscribed to ®as®®amatamoeaa■aat7ao®®taala.�the within instrument and acknowledged that they R. DILLENBECK ■ executed the same for the purposes therein contained. : � � ® IN WITNESS WHEREOF, I hereunto set my hand and official seal. a „� A NOTARY PUBLIC -CALIFORNIA e Butte County o ® My Commission Expires Aug. 20,1990 9 B' ®■a®®6aaMaMaaaaaM1®atia©e®■® Notary Public Present A.P. No. e6�(—J�--0 ��� 87--21414 EXHIBIT A DESCRIPTION All that certain real property situate in the County of Butte', State of California, described as follows: Lot 133, as shown on that certain Map entitled, "PARADISE PINES UNIT 10", which Map was filed in the office of the Recorder of the County of Butte, State of California, November 19, 1970 in Book 38 F. of Maps, at pages 11, 12, 13 and 14. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances with provision that any and all mining operations shall be dDne from orifices outside the surface area of the land herein described and that no damages shall be done to the surface of said land. END OF DOCUMENT TOTAL POINTS -able 3-1. Slab Floor Points ZONE 11 I -'R-Value of Tr OWNER POINTS PERMIT N0. - ASSIGNED ACTUAL 1. SLAB - INSULATION I Inches 1 0-2 1 3-41 1' 7+ �! 2. RAISED FLOOR - R-19 A/ r _ 3. CEILING - R-30 30 C-,=;, 4. WALL - R-19 Q- 13 'r i 5. NORTH GLAZING - 2.4�3.67�_ ''(I 6. EAST GLAZING - 2.5-3.6% 1. +_ 7. SOUTH GLAZING - 1.6-3.67. y 6 3 - S. WEST GLAZING - 2.9-3.6% .� -17 1 9. SKYLIGHT - 0-1.3% -19 1 10. SHADING (Exclude Overhang) 112.1-13.2 I -22 1 EAST - .66 , % 4 i 13.3-14.5 I -24 1 SOUTH - .19-.42 14.6-15.3 i -27 1 WEST - .13-.36 0 1 -1 1 -3 1 -6 1 -1 .SKYLIGHT - .37-.57 -12 1 -15 ill. HORIZONTAL SOUTH OVERHANG 2' -16.:) -20 12•. MOVABLE INSULATION - NONE 1 .7 1 1.5 1 3.1"1 3.9'1.5.2 13. ' INFILTRATION (Standard=0)(Tight=+12) a� '�- 14. THERMAL MASS SF.. - 15. GAS FURNACE (SE) 71-767 �- 16. HEAT PU11P (EER) 7.5-7.9% I -12 17. DUAL PACK (SE, SEER) 8.0-8.3/71-767. 7 -�- I -15 I WOOD STOVE -21 I• -IS I -13 WATER -EATER -®- I -17 I ATTIC 'rUr_- •% -25 �,� I -15 OTHER - -28 I -22 TOTAL POINTS -able 3-1. Slab Floor Points Table 3-2. Raised Floor Points 17naila- I R -Value of Insulation I I -'R-Value of I 1 tiun I I I Insulation- I Points I Depth, 1 +4 I 1 1.3- 2.3 I I Inches 1 0-2 1 3-41 1' 7+ I +2 I +2 I I I I 1 I I below 3 I -12 ! +1 ! 1 3 -4 -5 5 -5. l 0- 11 1 I ' I I 6 -5- 12 IS -3 -2 1 17 2 as -- --4 I1 16 19 I -1 1 0 1 I 13 - Is I -r2 20 + I -5 1 -1 1 0 1 +1 1 i 19+ i 0 7/7/83 I -7 ! ! 8.3- 9.7 I Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points 19 I -4 1 o • 4 30 I J f 1 0.1- 1.2 1 +4 49 1 +4 I Table 3-4a. Wall Insulation Pain I 1 -Value of Insulation I Points r3 I 3'S I 24 I +2 I 30 I +3 I I I Total ! % of I Floor i Area ( I Glazing Type I ! ST. Db!, Trpl. I U ! U - ! U - ! 1 0.66 1 0.42- ! 0.41 I ! 1.10 1 0.65 1 down I o • 4 a 4 +4 1 0.1- 1.2 1 +4 ! +: 10-3.1 I to 16.4 up 1 1.3- 2.3 I +1 I +2 I +2 I 1 2.4- 3.6 1 -2 ! 0 ! +1 ! 1 3.7- 4.8 I -4 I -2 I. -1 I ! 4.9= 6.1 ( -7 ! -4 -3 1 I 6.2- 7. -9 I -6 ! -S ! - 7. 8.2 I -12 1 -6 I -7 ! ! 8.3- 9.7 I -14 1 -10 ! -8 I 9.8-10.8 I -17 1 -12 1 -10 I 110.9-12.0 1 -19 1 -14 1 -12 I 112.1-13.2 I -22 1 -16 1 -13• I i 13.3-14.5 I -24 1 -18 1 -15 f 14.6-15.3 i -27 1 -20 1 -17 th-FacingClazin Pt Table 3-10 Shading Coefficient Poi Glazing Type I I • Total I I I % of 1 Sngl, Dbl, Trpl, I Floor I (U - I (u . I (U - I I Area f 1.10) 10.65) 1 0.41)1 1 I oints I oints I ointsl 1. o +s +! +3 up to 1.5 I +2 1 +2 I +2 1 1 1.6- 3.6 I -1 1 0 1 0 1 I. 5.3�- 6'. s I 6 1 T I -3 I 1 6.6- 7.7 I -9 1 -6 1 =S I 1 7.8- 8.9 I -11 1 -8 1 -7 I I 9.0-10.0 I -13 I -10 .I -9 I 1 10.1-11.5 1 -il 1 -13 I -11 I 111.6-13.0 I -21 I =16 1 -14 ! 113.1-14.5 i -25 I -19 I -16 !, ( 14.6-16.0 I -23 I -22 I -19 I Table 3-8. West-FacingGlazingPts. I'' Glazing Type ! 1 Total I I I % of I Sngl, Dbl, Trpl. I Floor I (U - I (U - I (u - I I Area 11.10) 10.65) 1 0.41)1 I I oints I oints I ointsl o •i •6 +i l u to 1.3 I +5 I +6 1 +6 I I '�21 I +3 I +4 1 +5 I I 2.1- 2.8 I 0 1 +2 I +3 i I 2.9- 3.6 1 -3 I 0 1 +1 I I 3.7- 4.2 I -5 I -2 I 0 I 4.3- 5.0 1 -8 I -4 1 -2. I 5.1- 5.6 1 -10 I -6 ! -4 5.7- 6.2 I -13 1 -8 I -6 i 6.3- 6.9 I -15 1 -10 1 -7 I -�7.0- 7.6 I -18 I -12 I -9 7.7- 8.2 I -20 I -14 I -11 I 8.3- 8.8 i -22 1 -16 I -13 I 8.9- 9.5 I -25 I -18 I -15 I 9.6-10.1 f -27 1 -20 1 -16 1 10.2-11.0 I -29 1 -23 1 -17 I 11.1-11.8 i -35 I -26 1 -21 1 11.9-12.7 I -38 I -29 1 -24' i 1.2.8-13.5 I -42 1 -32 1 -27 1 13.6-14.3 I -46 I -35 1 -29 I 14.4-15.2 1 -50 I .-33 1 32 1 I SC by Dli I I Orten- 1 % Floor Area cation 1 0.66- I Last I I 3.2 I I 10-3.1 I to 16.4 up I i I 6.3 I 1 0 -.19 I 0 I +1 ( +2 I .20-.36 I 0 I 0 I it I .37-.6 0 I 0 ! 0 .6 -.82 I `11- I 0 I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 I a:O 19.6 I I to I to I' to I to I up 13.1 16.3 17.9 19.5 I 1 +2 I +3 I 0 -.la 1 0 1 +1 I +2 I .19-.42 10 I 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2 I :2 -3 1 .Tr -u -P 1 0 1 T1 -4 ,I 1 -4 I -6 West I .1 1 1.6 1 3.2 16.4 18.0 I to I to I to I to I up 11.5 I 13.1 1 6.3 I I 17.9 I I I 0-.12 1 0 1 +1 1 +3 I +6 ( +7 .13-.36 I 0 1 0 1 0 1 0.1 0 .37-.57 I 0 1 -1 1 -3 1 -6 1 -1 .58-.82 1 -1 I -3 1 -6 1 -12 1 -15 .8'_Tp 1 =_21 -4 1 -8 1 -16.:) -20 Skylight I .1 1 .a 1 1.6 1 3.2 1 4.6 I to I to I to G to I to 1 .7 1 1.5 1 3.1"1 3.9'1.5.2 0-.12 1 0 1 +1 1 +3 1 +6 ( +7 .13-.36 1 0 1 0 1 0 I 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 ( -" .58-.82 .1 -1 I -3 I -6 I -12 I -a .83 up i -2 i -4 i -8 i -16 i -20 Floor I I 1 1 I 1 Table 3-11. Horizontal South 1 0.66- 1 0.42- 1 0.41 1 1 Area 1 Overhang Points 1 0.65).1 Table 3-9. Skylight Points 1.10 I South Glazing Table 3-6. last -Facing Glazing Pts. I�Ipoints 1 Length Out I Area, % of Floor I 1 1 up to 1.3 I 1 I Glazing Type I I from Wall I I I I" Glazing Type I I Total I I I ft T -1 Total I I I Iof Sngl, Dbl, Trpl, I I 06.3 1 6.4 up I 1 % of I Sngl. Dbl, Trpl, I Floor I U- I U- 10- I 1 I I • I Floor I (U - I (U - I (U - I I Area 1 0.66- 1 0.42- 1 0.41 1 1 Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down I I�Ipoints Points I ointsl 1 1 up to 1.3 I -1 1 0 I 0 D I+ • 4 1 9,4 I up to 1.3 1 1 1.4- 2.4-j-+1 +3 . 1 +4 1 +2 1 +4 1 +2 1 1 1.4- 2.2 1 1 1 2.3- 2.8 1 -3 -6 1 -2 1 -4 (• -1 I 1 -3 1 I 2-.7-3-76-F -2 1 a l 0 1 I 2.9- 3.6 1 -9 1 -6 1 -5 1 1 3.7- 4.6 1 -5 1 - -2 1 -1 1 1 3.7- 4.2 1 -11 1 -8 1 - -6 1 ! 4.7- 5.6 1 -8 1 -4 1 -3 1 1 4.3- 5.0 ,1 -14 1' -10 1 -8 1 1 5.7- 6.7 I -10 I -6. 1 -5 I I 5.1- 5.6 I -16 I -12 I -10 1 ( 6.8- 7.7 I -13 i -8 1 -7 I I 5.7- 6.2 I -19 I -14 I -12 I 7.8- 8.7 I -15 I -10 I -0 I I 6.3- 6.9 I -21 I -16 I -13 I I 8.8- 9.7 I -1.7 I -12 I -10 I I 7.0- 7.6 I -24 I -18 I -15 I I 9.8-11.2 I -21 I• -IS I -13 I 7.7- 8.2 I -26 I -20 I -17 I 111.3-12.7 I -25 I -18 I -15 I I 8.3- 8.8 I -28 I -22 I -19 I 112.8-14.0 I -23 I -21 I -19 I I 8.9- 9.5 I -31 I -24 1 -21 I 1 14.1-15.3 I -32. I -24 I -20 I I 9.6-10.1 I -33 1 -26 I: =22 I -----1 A- -- J- - -- --- 4-- - I- - -: i- --- I u- U.�, I -! I -4 I 1 0.6 - 1.0 I -2 I -3 I ( 1.1 - 1.9 i -1 1 -2 ) I 2.0 up I 0 I 0 I Table 3-12. Movable Insulation Moveable Insulatloo•I Area,.% of Floor '11 0- S I 6 5.6 - .5 1 +2 11.6 17.5 I +4 17 - 23.5 I +6 X23.6+ I +a Table 3-13. Infiltration Control Features Points T-- T r I Coatrol Features I Points I Standard I i 9.9 air changes per hr r Tight i +12 10.6 air changes per hr I' I I I i Table 3-15. Cas Furn4ce Without Refriaeration Cool!ne Points I Seasonal Efficiency I P ots I 1 (SE), I 1 1 i I 71 - 16 I 0 1 I 77 - 13 I +2 I I 63 - I +4 I I 89 94 I +6 i 95 up i +8 ti +24 I Table 3-16. Energy Efficiency I Ratio (EER) 1 1 I 7.5 -7.9 r +3 3.0 - 8.3 +6 III1I 3.4 - 8.7 +9 8.8 9. II!III +12 9.2 +13 1 9.7 +18 103 - 10.8 I +21 1 I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 I +27 I 1 12.4 - 13.2 I I I +30 1 I Table 3-17. Cas Furnace With Refriaeration Cooling Points IRefrigerationl Cas Furnace 1 I Cooling I SE ; I 1 1- 1-183- 89- 95 I 1 761 821 881 941 I 1 8.0 _ 8. +21 441 +61 +8 I 1 8. 8.7 1 +21 +41 +61 +31+10 1 1 4.3 - 9.2 1 +41 +61 +e1+101+12 1 I 9.3 - 9.7 1 +61 +81+101+121+14 1 1 9.8 - 10.3 1 +31+101+121+141+16 1 1 10.4 - 10.9 I+10;+12i+141+i6;+13 I 1 11.0 - 11.6 1+121+141+1614'18!+20 1 I I I I I I 7/7/83 ROME 11 7AElE 3-11 (ADAPTED) INTERIOR THERRAL MASS POINTS !MISS DWELLING AREA SQUARE FOOT ' AREA - 1,000 I 1,500 I 2,000 I 2,500 I 3,000 3.500 1,000 I 4.SGO 5.000 I SQ. FT. 1 A 6 C D A 6 C 0 I A B C D I A 5 C 0 A 6 C D 1 A 6 C 0 A 6 C D I A 6 C C A- 6 C 50 2 2 2 2 2 2 2 0 j 2 2 2 0 1 0 0 0 0 0 0 O 0 0 0 0 9' 0 0 0 0 0 a a a' 0. 0 0 3 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0� 0 0 0 O ISO 6 6 f 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 N 2' 2 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 . 2 t i 250 10 10 B 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 1 2. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 2 2 2 2 2 400 14 14 12 8 10 10 8 5 8 6 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 3 4 2 2 $00 18 18 16 10 12 12 10 6 10 10 8 5 A 8 6 4 6 6 6 4 6 6 6 2 6 5 4 2 4 4 4 2 4 4 4 j 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 '6 8 8 6 4 8 G 6 4 6 6 6 4 6 S. 4 2) 6 6 4 2 1 790 24 24 20 14 18 16 19 10 14 14 12 8 10 )0 10 6 10 10 6 6 8 8 6 4 8 6, 6 4 6 6 6 41 6 6 6 2 230 26 24 22 16 70 16 16 10 14 1/ 12 8 12 10 10 6 10 10 8 6 10 a B 4 I ! 6 f 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 13 8 '8 4 8 8 6 4r E 8 6 t j 1,010 30 70 26 18 °2 20 20 14 18 18 16 10 14 14 12 8 12 17. 10 6 12 10 10• 6 10 TO 8 6 a 8 0 4I n a f 4 i 1.-.00 32 32 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 I10 10 10 6 10 to 6 6+!+ 1J e e 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 f12 12 10 f 10 10 f 61f 10 10 8 6 1.700 34 34 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 1 14 14 8 14 12 12 8 12 12 10 6 12 10 10 CI 10 ID F. o 1.400 34 34 32 24 28 28 26 18 24 24 20 11 20 20 18 12 16 16 14 10 11 14 12 8 1/ 14 12 8 12 1' :G EI, 10 )a 11 5 1.i00 36 34 34 24 30 30 26 18 21 24 22 1/ 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 8 17 1: 10 61 ;2 12 I: 1 i 2,000 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 i4 81 14 14 12 e 8 I 2.500 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 22 22 IS :2 20 20 18 I;• 19 13 it '0 3,000 34 32 30 22 30 30 26 18 28 :6 24 16 24 24 22 14 22 22 20 14, :: 13 := Ii 3.500 _ 32 32 30 20 30 30 26 1d 28 28 24 16 26 24 22 14 1 74 ;4 20• 14 4.030 32 32 30 20 30 30 26 18 ' 78 28 24 1 26 2.5 2: IF 4,500 32 32 28 20 i 30 30 26 1E' s_QO = 32 ti V 201 IJ ,G 76 1 A) 1. 3'1' Concrete Slab: HC•8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: 11C-7.125; R-.13; Factor -7.3 B) 1. Sy' Concrrte S1aD: HC•14.106; i•.458; Factor -7.1 wood stove X33 p) C 1. 8' Solid Filled Block: HC•20.63; R-1.93; Factor•6.t poinis'(no back u 2. 8' Solid Fitted Bloc; Wlth sots Sides Exposed To Conditioned Air. casablanca fan + !.point NOTE: Use all square footage directly exposed to conditioned air for Thernal'MasI Area: HC -10.164; R-.965; Factor -6.1 ' 0) 1' Thick Concrete/Tile: KC•2.5S; R-.083; Factor -7.7 Table 3-19. Zonally Controlled Electric Restatanta ' Space Heating Points I Points or [hie measure w!11 1 Table 3-20. Solar Water Heatinz With Cas Backer Points I be completed after the CEC 1 has approved an Alternative 1 I Component Package for Resistance I I Beat. I Table 3-15. Active Solar Space Hestine witn Cas Points i Net Solar Fraction I (NSF), Z l.ultifamil (pit unitpoints) Floor Area Net So Fraction (NSF), Z I 0-6 I 0 1 I 7 - 14 1 +2 I I 15 - 23 I +4 1 I 24 - 30 ( +6 I I 31 - 39 ( +8 I I 40 - 47 I +LO 1 I 48 - 55 I +12 I I 56 - 63 ( +14 I I 64 - 71 I +18 . I I 72 up I 800-999 +20 I l.ultifamil (pit unitpoints) Floor Area Net So Fraction (NSF), Z per unit, ft2. 1 seat P.MP ( i 0 I I I Solar with Electric I I I 1 Re+!stance Backup I I I Meeting the Require- I 1 1 sent• lu Part 2 I I 0 i 0.9 10-1929 I O:.ly t I 30-39 40-49 50-59 60-69 70-79 600-799 03 +7 +10 +14 +17 +21 +24 800-999 0 +3 +S +g +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 +l +] 44 +6 +7 +8 +10 2X00 and u 0' +1 +2 +4 +5 +6 +7 +9 All others er building points) 800-89 0 +5 +10 +14 +19 +24 _ +29 r +34 90 9 0 +4 +9 +13 +17 +il +26 +30 1,0 •1,199 0 +4 +7 +11 +15 4-19 +22 +26 1,20f,i,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +lr 2,1)00-:.999 0 42 +3 +5 47 +8 +10 +11 3,000 ar.d fro 0 +l 1 +3 +4 +5 4-7 +S +10 Table 3-21. System Type I Water Beating Pts. Points I r I Cas Only I 0 i 1 seat P.MP ( i 0 I I I Solar with Electric I I I 1 Re+!stance Backup I I I Meeting the Require- I 1 1 sent• lu Part 2 I I 0 i I I Elecertc Resistance I I I I O:.ly t I •40 ; I ❑ (D) Moveable .. _. V ' ORM Area -ft4 Description RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY (E) Thermal mass Climate Zone �� Permit No...736d�-4P9 Floot Area / 7 X is =.. Compliance path: Package -OA ❑ B ❑ C ®;Point System ❑ Budget ®Other MC= MIN R -VALUE DESCRIPTION i REQ ' D ❑ INSTALLED ITEMS (1) INSULATION: Ft. HC= ® Roof/Ceiling MC= ® Wall ® Slab Floor Perimeter Type (� Raised Floor1� Ft.2 HC= R= (2) INFILTRATION• MC= 13 (A) A vapor barrier is required in climate zones, 1, 14 & 16. ® (B) All manufactured windows and sliding glass doors shall meet the Type 1972 ANSI Air Infiltration Standards and shall be certified and Ft.Z HC= R= labeled. MC= ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Type Tight - the above standard features plus: Ft.2 HC= ❑ (D) Continuous infiltration barrier MC= ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger Type (3) GLAZING: Ft.Z HC= R= (A) Location MC= Location Area Glazing %Floor Area Single Double. Triple ® . Total Bldg 0 >.3.6� 7C North /$ O _tea 3 (� East ® South e,0.0 X Q West West .2 3 ❑ Skylights -- — — (B) Shading Shading Coefficient Description ® East ® South •� ® West v •, •. ❑ Skylights ® (C) South OverhanA Length of projection �L_ ft. Description ❑ (D) Moveable insulation: Area -ft4 Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location. ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 FORM ❑ -(4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight r fitting closeable metal or -glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable,.and tight fitting damper to draw air from the outside .of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM (A):.'Heating Central Gas Furnace 7/83 (brand and model number) Btu/hr (heating capacity) Heat Pump. (brand and model number) Btu/hr (heating capacity at 47'F) Active Solar ;type (liquid or air) model number solar fraction -7/ % SE ACOP Collector brand and ft2 collector area collector, orientation collector tilt rated y -intercept rated slope Other U)04D o0E_ (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr ' ,9-0 (seasonal EER) (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ *1 Other 7/83 (brand and model number) Btu/hr (heating capacity) Heat Pump. (brand and model number) Btu/hr (heating capacity at 47'F) Active Solar ;type (liquid or air) model number solar fraction -7/ % SE ACOP Collector brand and ft2 collector area collector, orientation collector tilt rated y -intercept rated slope Other U)04D o0E_ (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr ' ,9-0 (seasonal EER) 2 (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which .controls the supplementary heat on its second stage, shall be required for heat pumps. ® (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. �. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 2 ❑ *2 (6) DOMESTIC. -WATER SYSTEM -(A) Gas Only FORM 1 Gallons (brand and model number), (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) Active Solar (collector brand and model number) . (rated y -intercept) (rated slope) (solar fraction) ft :(backup heater type, brand and model number) .(collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) ® :(B) TANK INSULATION. Storage type. water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated -with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS,shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature 2-- °, elevationso Do ', heating load 6 d-% qTU elevation factor .d x heating load = maximum outlet capacity gas furnace BTU. Cooling: Summer design temperature °, cooling load.a�49TU (USE ONLY AS A SIZING -GUIDE, COOLING Y BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SI ATURE OF BUI DBtftGNER OR APPLICANT 3 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 7/85 Bldg. Permit # A 3 &Y-*> OWNER JEFF SAMA. A.P. # _ 6 tl - -5-6 - .3-1 GENERAL �! oning requirements: (sideyards aluation. Plans signed by designer. Euergy Design and Compliance. xisting violations on property. PLOT PLAN and number of permitted living units). . �,amplete parcel size and dimensions. g/backs, sideyards, easements, etc. cher buildings or structures. 4/Grading, fills, drainage. Flood hazard. 64-"-S-pecial conditions on creation map or compliance document. FLOOR PLAN � Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). -4—.Skylights (Chapter 34 & Sec%. 5207) . %� uman impact glass (Sec. 5406). required room sizes, ceiling heights (Sec. 1207). do --X.F C.I.'s in baths, garage and exterior outlets (Article 210-8). 8! Light fixtures, switches, receptacles, and exterior receptacles for imechanical equipment.. maintenance of Locations of water heater, heating and cooling equipment, other electrical or gas Jequipment, and plumbing fixtures. l,®/_,,C.arage firewall, door size, and closer (Sec. 503(d)(3)). 11✓ 1 - 3'0" exterior exit dodo (Sec. 3304(e)). 1 2and wood s location. 1��Smoke detectors (Sec. 1210). STRUCTURAL DETAILS �undation plan complete enoughi.:to construct building. oor construction details complete enough:to construct building. 3. _Elevations and wall construction details complete enough to construct building. 4,.--'� Roof construction details complete enough to construct building. 7—&a/SJ r:—Fireplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR , tposure I plywood on exposed locations and overhangs. ✓Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3/ tardrail details (Sec. 1711 & 3306(j)).. Brick or stone veneer (Chapter 30). -5,--exterior plaster - weep screeds (Sec. 4706). 6/Z pr per roof pitch for roof covering (Chapter 32). R! Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS -TO LOOK OUT FOR (CONT'D) V-11'XIarage door or porch header sizes. 90 Adequate bracing. 4:"Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. oo iexits on three-story dwellings (Sec. 3303 & see Mezannines 1716). c access and ventilation (Sec. 3205). 713/ U,,Sn lerfloor access and ventilation (Sec. 2516) . 6 /1La Mood stoves, clearances, alcoves & 1 -hour shafts. 1 Combustion air for fuel burning appliances. poise requirements on duplexes. i-i'r. nobe soils - special foundation design. dining walls requiring design. Unusual shape, size or split level house requiring lateral design. r �DDRDMCAP4 i i | CORDON k. - •1525 �U=ST.,� � SACRAMENTO. ��-/a' 8771._ ... V151, c ! J —► _�_— .�-- -- OF- Cpl � I 1 •� ! I 1 � I! i I ' I I • 11 , _..---•- ---.777.7_-•---•-------__.. ;... -' , 1 if------------•-----�--____,.._._.l.-7.7.7.7 i 1--�--._.. A ; -- • - -. _ . 1 . .•._ _ .. 7..777._: _--=.--•-----....77.77 7..777 _ � � ' ---..77..77_.._.. -----. _---• 1 i • 1 ._.__ _ __... .7.7..77._._ .__ ..•.._.__. _+.. _. _--____..._.___._ _. _.. _ ' • __.. ..__ ....777.7 7777 _ , 1 tf • -__ _ ._. _-. 7777.. .... ._ ..7777_.. .. _ ._ 7.77..7_..._... -....-_..... _ 77...77.._.. ._. • __. _._. - _ _ .-_._ __! -_ _ __. � 1 .__. ... _..--...-_._ _. _. . .-•-__-. ..._ .....777.:.7_._.._..-_...._-, ._ _ _...._. __. �.._._.. .._- • i • ' 1 1____.. 777.7._.. • i ! • I f -----•.77.77-__._--'----'f-- `------ 1 . ! ' ( { i .. �_ ' - i'-__•• _-• � _..-i-`._�-.-:7777_,-_._ j. __..._. ._... _ _-.---i---•--- --•-•-_ .7.777.._.--- 1 i ro I Al co 1 - _ Wry__ i j 6-0 03 6S.. - __ Z)UU JOB: 14099 � THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR b TOP CHORD 2X6 .FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4.•FIR-LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- To OINTS." • Top chord shall'b,e laterally braced with properly connected purlins spaced at a maximum of 24" O.C., unless plywood sheathing is attached directly to top chord. + Bottom chord checked for 10 PSF live load. 4X6 TC X -LOC L -R: 8.29 5.73 18.9.7 17.83 22.27 28.88 BC X -LOC L -R: 0.29 5.73 11.33 16.67 22.27 23.85 28.88 BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. - r 8X8. 2.. 7X6 % 3X9 2X4 2X4 6.00 G. OD r 1.5X3 3X7 3X4 2.5X4 1••5X3 r� 2X4 ` R-714# Y- 3.50" R -1004#-Y= 3T50'---- ! 4-0-0 , 30" O.H. 11-11-4 4-1-B 11-11-4 28-0-0 t`OVERy2 SUPPORTS4du7,. PLATE TYPE--RLPINE SEDN--137566 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR LF ► a REY 13.0 >� ! SCALE - D- ILPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE "S'MNVCRjT-,. ' REF R427 - -2218 **IMPORTANT'* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND y,,��•F''ESS)Ukq,t I R n 0ARI DEVIATION FROM THESE SPECIFICATIONS OR PNY DEVIATION FROM BF)RCING.SEE 'BYT-76',(BRRCINC YODD TflUSSES Q" Q �F�^,LL lrbs` S Iv TE 9/30/87 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE CO1fRENTRRY F� RECOMMENORT[DNS-•TPI). SEE , \WITH THe' "OURLITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- Q.r s y��, DL1 :.O PSF GR-�7 SR427 87272005 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRRCING_REDUIREMENTS.-UNLESS_OTHERWISE �'BC DL •+' OTHERWISE SHDYN, MEETING REQUIREMENTS OF RSTM R446 GRADE R. SH"'MFTOP CHORD SHALL BE LATERALLY BRACED 5.�0. s .-ENG Sax$,< APPLY CONNECTORS TD BOTH FACES RT EACH HINT ANO LOCATE AS WITH PROPERLY RTTRCHEO PLYWOODbSHERTHING, ^ eE ��II i pSHOWN. BEARING WIDTHS ARE 4- NDM1NFL UNLESS OTHERWISE SHOWN. 6DTTOM CHORD PITH _RIGID Ce-ILINGJOR BRACING TOT. LD. 31 O PJ'M1'✓o GR LEN. 2p -0 -0 DESIGN STANDARDS CONFORM PITH FPPLICRBLE PROVISIONS OF 'fiS'SPELIFIED q) DESIGN. DO NDT USE THIS R`r OUR. FAC. 1.15 Pitch' 6/12 •NOS AND -TPI IPCT). DESIGN WITH FIRE RETRRDRNT TREATED LUMBER. IVV •.-TPI - TRUSS PLRTE INSTITUTE, NDS - NATIONAL OESICN SPECIFICATION FOR WOOD CONSTRUCITON 1/0,/I/, 'r-I�F C^ 1 -ice/ SPRCING 24. 0_ TYPE SPEC - - JOB: 14079 ROP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR-LARCHr *1 WEBS 2X4 FIR -LARCH STANDARD THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATE$ ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL' JOINTS." Top chord shall be laterally braced with properly connected purlins spaced at a maximum of 24" O.C., unless plywood sheathing is attached directly to top chord. + Bottom chord checked for 10 PST live load. TC X -LOC L -R: 0.29 7.27 14.90 20.73 28.0E BC X -LOC L -R: 0.29 9.51 18.49 23.85 28.90 * 1X4 #3_.HEMmF.IR OR, BETTER C_ONTINU_O,US LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS _ FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5X4 4 `_�j eA-4 R-714# W- 3.50' R-1004# If- 3"-.50' 14-0-014-0-0 30" 0. H. 2B-0-0 } DOVER .2 SUPPORTS/ PLATE TYPE--RLPINE SEDN--137554 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR LF a,;, REV 13.0.7 ()n SCALE - D ( ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTR3312 EME CARE OE3'I+G1�ji R T W iR,E� - - 0 0 0 0 **IMPORTANT** SHALL NDN BE RESPONSIBLE FOR ANY WRRNING IN HANDLING, ERECTION AND /4fEss,� DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRRCING.SEE -BWT-76-,(BRRCING MOM TRUSSES Q� h'It I L 1�. PSF ,DATE 09/30187 T. SiE:, �i [=ATRUSS THIS DESIGN OR ANY FAILURE TO BUILD THE TTNSS 1N CONFORMNCE CDM 4TRRY RND RECDMMENORTIONS-*TPII. SEE '- E - YIT}1 TFE -DUALITY CONTROL MRURL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- �'",1.P ' \`= j PSF ® SIG' R427 67272002 ARE MANUFACTURED FROM 20 GAUGE GRLVRNIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE iOTHERWISE SHOWN, MEETING REQUIREMENTS OF AISTM 8446 GRACE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED -w300yBC OL .� SF, _ -ENG -S APPLY CONNECTORS TO BOTH FACES RT ERCH JOINT AND LOCATE AS PITH PROPERLY RTTACHED PLYWOOD SHERMING, { / LEN. Zp -Q -O SHOWN. BEARING MOTHS RRE 4- NDM]NFL UNLESS OTHERWISE SHDYN.�-80TTCT7'CHORDY[TH'RIGIC'CEILIN'OR BRACINGV 3I -6E TOT. LD . 3 1 , "P DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF HS SPECIFIED D1; DESIGN. DO NOT USE THIS \` ha DUR.FAC. 1.15 PITCH 6.012 .NDS AND .TPI (PCTs. DESIGN WITH FIRE RETRRDF(NT TREATED LUMBER. ;% =N«� �t ;% •--TPI - TRUSS PLR1E INSTITUTE. NDS - AATIDNRL_DESIGN SPECIFICRTIDN FOR WOOD CONSTRUCTION y/_'n -Y.�"I Ch1'��= SDRC I N G 2 4 . D 'I TYPE C OMN - - SM � JOB: 12188 THIS DESIGN HAS (182)006 BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR EME CARE WARNING I NG INUSSES HANDLING, ERECTION SAND TOP CHORD 2X6 FIR -LARCH *1 TC X -LOC L -R: 9.29 7.27 14.99 29.73 27.71 CR -ENG CWC-._,. BOT'CHORD 2X4 FIR -LARCH *1 DEVIFTION FROM THESE SPECIFILRT10N5 DR ANY DEV]RT[DN FROM BRRC]NG.SEE "BUT-7E'.[BRRCING YO00 fRUSSES:�•�','�,��PM WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 9.29 9.51 18.49 27.71 ' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. OF SCARF CUTS UNLESS OTHERWISE NOTED. RENT BRACING REOUIREMENIS. UNLESS OTHERWISE ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS SHOWN, TOP CHORD SHALL BE LRTERFLLT BRACED WITH. PROPERLY RTTRCHED PLYWOOD SHEATHING, TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO BOTTOM CHDRD WITH RIGID CEILING OR BRACING SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM AS SPECIFIED ON DESIGN. DD NDT USE -THIS ^`�( G TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S DESIGN YIIH FINE REIHRDHNT TREFIED LUMBER. REFER TO DRAWINGS A193 AND A194R FOR OVERHANG DETAILS. TRUSS LAYOUT. + Bottom chord checked for 10 PSF live load. 1 I - 24" O.H. 5X4 R-1097# W- 3.50' R-1097# W- 3.50" 14-0-0 1 14-0-0 y. CCS"U-U OVER rSUPPDRTS 'LRTE TYPE--RLPINE SEON--109550 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR P 7/01/87 ALPINE ENGINEERED PRODUCTS, INC. f * I MP ORTR N T � f FOR RNY EME CARE WARNING I NG INUSSES HANDLING, ERECTION SAND DRVG CR6sR427 .871B2DI BC DL SHALL NOT BE RESPDNSIELE CR -ENG CWC-._,. r' o DEVIFTION FROM THESE SPECIFILRT10N5 DR ANY DEV]RT[DN FROM BRRC]NG.SEE "BUT-7E'.[BRRCING YO00 fRUSSES:�•�','�,��PM �' C= O G O THIS DESIGN DR ANT FAILURE TO BUILD THE TRUSS IN CONFORMANCE CON04TARY FWD RECOMMENORT[ONS-•TPI). SEE /I/�:''•� [� O O O WITH THE -DUALITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- I '� O M= ARE MANUFRCTLRED FROM 20 GAUGE GRLYRN[ZED STEEL UNLESS RENT BRACING REOUIREMENIS. UNLESS OTHERWISE ` C= LP I N CZ3 OTHERWISE SHOWN, MEETING REGUIREMENTS OF ASTM R446 GRRLE R. THER OAPPLY FACES Al AND LOCRIE RS SHOWN, TOP CHORD SHALL BE LRTERFLLT BRACED WITH. PROPERLY RTTRCHED PLYWOOD SHEATHING, e{ o C= CONNECTORS TO BOTH EACH .JOINT BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHDRD WITH RIGID CEILING OR BRACING / o TRU7SS O SHOWN. DESIGN STANDARDS CONFORM WITH RPPLICAB:.E PROVISIONbE OF AS SPECIFIED ON DESIGN. DD NDT USE -THIS ^`�( G •NOS -BZ AND -TPJ-78 OR PCT -80. DESIGN YIIH FINE REIHRDHNT TREFIED LUMBER. UI M f,A� `� O O •.-TPI - TRUSS PLATE INSTITUTE. NDS - NRTTONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION TC LL 20.0 PSS' P 7/01/87 TC, OL 15.0 PSF DRVG CR6sR427 .871B2DI BC DL + 5.0 PSF CR -ENG CWC-._,. TOT. LD. 40.0 PSF D/R LEN. 28-0-0 OUR. FRC. 1.15 PITCH 6.0/12 SPACING 24.0' TYPE COMN - - Sly 272) 004 JOB: 14887 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR—LARCH #2 BOT CHORD 2X4 FIR—LARCH #1 WEBS 2X4 'FIR—LARCH STANDARD, EXCEPT AS SHOWN :W1 -2X4 FIR—LARCH #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES6 ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." Top chord shall.be laterally braced with properly connected purlins spaced at a maximum of 24" O.C., unless plywood sheathing is attached directly to top chord. 1+ Bottom chord checked for 10 PSF live load. * Single cut both ends. 6 TC X—LOC'L—R: 8.29 4.54 7.94 14.88 20.73 27.71 BC X—LOC L—R: 8.29 4.54 7.94 15.61 21.52 27.71 IT IS THERESPONSIBILITYOF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 7X8 30"O.H. 7-11-4 7-7-12 --,77 12-5-0 x PA RT flu 28-0-0 OVER 2 SUPPORTS •: LF wi.�+ PLATE -TYPE --ALPINE SEON--137562 FURNISH R COPY OF THIS DESIGN -TO -ERECTION CONTRACTOR REV 13.D.7 sCRLF:- D.zsoD ALPINE ENGINEERED PRODUCTS, INC.. TRUSSES REODIRE EXTREME CARE =--_-.. DESIGN CRIT REFjh6 -- [_ [_ [� C= [� O fIMPORTRNT** sHAu NOT BE RESPONSIBLE FOR ANY WRRNING IN HANDLING, ERECTION AND �c�,efE.�SIG,y� OEVIRTION FROM THESE SPECIFICATIONS OR MY DEVIATION FROM BRACING.SEE -BUT-78-,(BRACING VOW TRUSSES: // F. S7E� f,.� _ .TC LL 1r.0 , 0 PSF DATE30/87 O O O o THIS DESIGN OR ANY FAILURE 7D BUILD THE TRUSS 1N CONFORMANCE COMFNTRRT AND RECCMENDRTIONS--TPI). SEE y O [� [= o WITH THE 'DUALITY CONTROL MANUAL' BY TPI. REPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- �/: TC DL 1 O. O PSF DRHG7 67272004RRE rWiNUFACTUREO FROfI 20 GAUGE GRLYRNIZED STEEL UNLESS NENT BRACING REOUIHEMENTS. UNLESS DTHERYTSE BC DL + S . 0 PSF C1 T►1 OTHERWISE SNOYN, MEETING REDJIREMEHTS OF ASTM R4V6 GARDE R. SHOWN, TOP CHORD SHALL BE LATERALLY tlRRCED � 3009 ��O L.r11\ �APPLY CONNECTORS TO BOTH FACES AT ERCH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, 1 ` .3-31-83 " TOT. LD31.0 PSF 0/R 8 —0 —0TRUSS SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BNRCING \DESIGN STRNOFIROS CONFORM WITH APPLICABLE PROVISIONS DF AS SPECIFIED ON DESIGN. OD NOT USE THIS � �' CDUR .FRC . 1 . 1 5 Pi1 2 -NDS FWD .TPI (PCT). DESIGN WI7H FIRE RETRNOHNT TRCRIED LUMBER.."•. tE Or` f,A�i�'.�[= C= [= D O --_TPITRUSS PLATE INSTITUTE. NOS - NRTIRNRL DESIGN SPECIFICATION FDR WOODCDNSTRUCTIDN 00/0 ::s-•� SPACING 2 4 . 0 ' TYPEC - - 1. SM 493 Clli : 1 411tl 1 TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD 1 PN 1 J V C J 1 V CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT; LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - Top chord shall'be laterally braced with properly connected purlins spaced at a maximum of 24" O.C., unless plywood sheathing is attached directly to top chord. TC X' -LOC L -R: 9.29 7.99 13.71 BC X -LOC L -R: 9.29 7.99 13.71 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING. DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + Bottom chord checked for 10 PSF live load. 5X45` G MEN T T_ OVER ,2 SUPPORTS LF PLATE TYPE--RLPINE SEON--137556 f FURNISH R COPY OF THIS DESIGN -TO ERECTION-CONTRRC-TOR REV13.D.7 sDALE - o.51 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE r-: �::��., DESIGN CRIT REF - - - O O C.7 C= f♦E I M PORTANT + SHALL NDT BE RESPONSIBLE FOR RNY WARNING IN HANDLING, ERECTION AND ��Ih .� c DEVIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE -BUT-7G-,-IBRRCING -YOCD TRUSSES: /'; . 4. STEy C•. TC LL 16 . 0 PSF DATE 09/30%87 oAUS THIS OESIGN OR RNY FAILURE TO BU]LD THE TRU55 1N CDNFORf7iNCE COMTpI'TF1RY R1D RECONMMENORTIDNS-•TPI). SEE j/,�rh'�T`,YITH THE -QUALITY CONTROL MRNURL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONRL SPECIAL PERMR- I; TC DL 10.0 PSF DRUG CRUSR427 872720D3 ARE MRNIIFRCTIAE:O FROM 2D GAUGE GALVANIZED STEEL UN_ESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISEf'0 BC DL + S . O PSF CR -ENG Si ��C OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R446 GRACE SHOWN, TOP CHORD SHALL BE LATERALLY BRACED 'APPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCKS Fi5 WITH PROPERLY flTTACHED PLYWOOD SHEATHING, �. 3 -31 -BE ' TOT. LD. 31.0 PSF 0/R LEN. 14-0-0 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD YITH RIGID CEILING OR BRACINGDESIGN STRNDF±TOS CONFORM WITH APPLICABLE PROYISTONS 6F AS SPECIFIED ON DESIGN. DD NOT USE THIS \U, CIVN\. ��.� OUR . FRC . 1 . 1 5 PITCH 6.0112 •NDS AND #TPI (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. �jf Y (,A1\(0• C= O O O O O • TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIFICRTION FOR WOOD CONSTRUCTTCN _ SPACING 24.0 " TYPE COM N - - rx� TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT'a2949. ALL PLATES - ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWIVG 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - Top chord shall be laterally braced with properly connected purlins spaced -at a maximum of 24" O.C., unless plywood sheathing is attached directly to top chord. -005-- TOP UU5-- I r113 UC31fan IYA3 DCCIt rRCrARCU rmurl \,VPIrU I CR 1PIrU I , 3UDML I ICU DY IRU33 rADR1l.A1 VK TC X -LOC L -R: 0.29 5.73 10.97 17.93 22.27 27.71 BC X -LOC L -R: 0.29 5.73 11.33 16.67 22.27 27.71 * Bottom chord checked for 10 PSF live load. I 6X8 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 8X8 12 �6.D0 2X5 e v R-BSOR Y- 3.50' - sintR-BSDtt M= 3.50' ' 11-11-4 4-1-8 11-11-4 ;�Cp 30" O.H. 2B-0-0 _ .,., �� . A87 �/ rOER 2 SUPPORTS PLRTE- TYPE--RLPINE SEON--137564 FURNISH R COPY OF THIS`DESfiGN`TO`ERECTION CONTRACTOR 13.97 scRL> - D.2500 D O KPINE ENGINEERED PRODUCTS, INC. f E I MPORTRNT f f s)DTLL NOT BE RESPONSIBLE FOR ANY TRUSSES REWIRE EXTREME CARE WARNING IN HANDLING, ERECTION RTD ',�---. r ft-Slr,�a' DESIGN CRI TEF""'=�' TC LL 1 6 . 0 PSF ORTE D9/3D/87 OEVIRTION FROM THESE SPECIFICRTIONS OR ANY DEVIRTION FROM BRRCING.SEE-BYT-76-,iBRRCING 9000 TRUSSES OR ST y,.1 . I�ATRU THIS DESIGN OR RNY FRILURE TO BUILD THE TRUSS IN CDNFORM9NCE TI£ MuRL[TT CONTROL MHY1flL' BY iP7. RIPINE CONNECTORS COMnENIRRY FIND RECOMMENDATIONS -•TPI). SEE THIS DESIGN FO( (ODIT10lAL SPECIAL PERMR- "C,.YITH ' TC DL 10 . 0 PSF DRvj CRUSR427 87272005RRE GRUGE GRLYRN17ED STEEL UNLESS KENT BRRCING REQUIREMENTS. UNLESS OTHERWISEOTHERWISE CR -ENGAPPLY MRINFRCTUiEO FROM 20 (tow; BC OL * 5.0 PSF SHOWN, MEETING RECUIREMEN6 OF RSTM 8446 GRRDE R. SHOWN, TOP CHORD SHALL B£ LATERFILY BRACED ►; was 0/A LEN. 2 -0-0 CONNECTDRS TO BOTH FRCES RT ERCH JOINT FIND LOCATE RS YITH PROPERLY RTTACHED PLYWOOD SNIERIHINc, Em3-31-M TOT.LD. 31 . 0 PSF SHOWN. BERRING WIDTHS RRE 4- NDMINFL UNLESS OTHERWISE SHOWN. STRNpW705 CONFORM YITH APPLICR&.E PROVISIONS OF BOTTOM CHORD YITH RIGID CEILING OR BRACTNcDESIGN RS SPECIFIED ON DESIGN. DO NDT USE THIS �QY OUR . FRC . 1 . 1 5 P itch' 6/12 .NDS AND •TPI (PCT). DESIGN WITH FIRE RETARORNT TRERTED LUMBER. _ N( : SPACING 24.0 TYPE SPEC - - .-TPI - TRUSS PLATE INSTITUTE, HOS IATIONRL DESIGN SPECIFICATION FOR YDOD CONSTRIICTICN lO-I -f-��.�p1`�-::