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039-560-038
sizIn�war�d Slater p S /S �Ierehead Ave . , app .400'W. of Ch'," Riser. Rd., lot' 70, Chico Permit -#44 -80P,E(utijk. ,MH) P ELEC. /D- ZDV GAS /0 -Z0 - &D 25/ SUPPORTSTRUCTUREREQ.,, COMPACTION TEST Q� 039 -SCoO - — Permit##5 -80MHI Issue- - 039-56-0-038 97-2101 BPEM SLATER, Howard 3731 Morehead Avenue, Chico (new single family) 039-560-038 02-1663 SLATER, HOWARD INALE 3731 MOREHEAD, CHICO 2 . 3 CONT: PERFECTION POOLS POOL u- • - I a- s NOTES E' V RESIDENTIAL 039-560-038 02-1663 •� F PERMIT NO. - SLATER, HOWARD 3731 MOREHEAD, CHICO CONT: PERFECTION POOLS POOL JOB F Si G/" fG %�j ✓`tom SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i !r 1 i y'4 l� i 4 '1 i f i t V RESIDENTIAL 039-560-038 02-1663 •� F PERMIT NO. - SLATER, HOWARD 3731 MOREHEAD, CHICO CONT: PERFECTION POOLS POOL JOB F Si G/" fG %�j ✓`tom SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i i y'4 V RESIDENTIAL 039-560-038 02-1663 •� F PERMIT NO. - SLATER, HOWARD 3731 MOREHEAD, CHICO CONT: PERFECTION POOLS POOL JOB F Si G/" fG %�j ✓`tom SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER V = OK 0 = Not OK -Not Applicable MOBILE HOMES •� Not Ready , •. Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. 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-Rtirs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frma.: Silis-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 FI (Plans) OK except #'s Set ks-Easements AIS; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead en -Lining Q Elec/Receptacles and Lighting, Distance-GFI ec.; Pool Lighting; 15 Volts-GFI 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.; ' . Test -Water Supply Test -o Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 / P Net. or/ /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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-Rtirs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frma.: Silis-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 FI (Plans) OK except #'s Set ks-Easements AIS; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead en -Lining Q Elec/Receptacles and Lighting, Distance-GFI ec.; Pool Lighting; 15 Volts-GFI 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.; ' . Test -Water Supply Test -o Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 t" Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-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 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 t" 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 C) Yes 82. Following Instld./Drive D Yes Q NoM/alks :) Yes 0 No/Planters ❑ Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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 • ' • BUILDING DIVISION , ' r ' ' • - , • ... ✓ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ER =1 bj6-3 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. I( you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. lJL/i/�S 7/0y5Cr r: 1 r. L C%GyYI L✓/%ISS �(C/�� C' C/�L J� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERy IT NO. (Rev.12/96) APPLICATION AND PERMIT V Ra /QL9 3 ASSESSOR PARCEL NUMBER 039-560-038 ZONING BUILDING PERMIT OWNER SLATER HOWARD TELEPHONE 893-3333 SO. FT. OCC. BUILDING VALUATION Cont. Et 31,000-00 . OWNERS MAILING ADDRESS 3731 MOREHEAD, CHICO CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 895-0437 CONTRACTORS MAILING ADDRESS 897 F. 20TH S1.9 CHTC09 CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 31 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 297.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 193.40 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 510.90 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER #500-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35,00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inII force and effect. License Class Lic. No. ICe 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. W_I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp sation insurance carrier and policy number are: Carrier k- 0 Policy Number _ ; L1 % C4 —/,)Zl (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the ars' compensation provisions of section 3700 of the Labor Code, I shall fort0yith comp with those provisio s. X �4v Date /0 L-. _ Signatur1 of Applicant - ❑ Owner L3'ntractor ❑ Agent II An OSHA permit is required for excavations over 60" deep and demo tion or construction of structures over 3 stories in hei Main Service 200A TO 1000A 46.00 NEW CONST. DW8 ACELLJNO OCCUP. s0 OR ADDNS. C.3.5¢FT. REOSINEW I DT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex, Occup. SAL 0 1.00 OUTLET OR FIXTURES FIXED APPLNS.OR 5.00 Ex. Occup. ouTLETs REBID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE T TAL FEE $ 595.90 HAZ. D I P D CDF I PARCEL PD I HD ISS This permit is hereby issued u der of the Butte County Code and/or indicated above for which fees have By .at PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. to 2 aTe Receipt No. Lel WHITE-D.D.S.-B.D. CANA - SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i C,' 1. COUNTY OF BUTTE-DEPARTMEN;,ODEVELOPMENT SERVICES -BUILDING DIVISION 1. 4. 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET IEWNER: A W Y4 2� ��-�tT'F ASSESSOR PARCEL NUMBER 03 576 d r O 3 d ,Q� Counter Technician: Date: Z 0 �. Proposed Building Use: O"f,� / �'C Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order fo apply. .. Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be r� indexed and returned to the plan review line-up when required items are received. , Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City. of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... V ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.). ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................ 16. Sanitation and plot plan approval from the Environmental Health Department in ck- I co ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: O K (B)Parking: 14 (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage.........., ................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ , ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ;❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................:.. ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance .............. ..!............................................... ❑ 29. Existing violations and/or expired permits.................'....................................... ' ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been inrm of the a oe items and requirements for obtaining a building permit. 1 -L Applicant: t4t, Date: /-7 tZ[O 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owne , was advised of the ab by ❑ phone, ❑ mail, ❑ count r, by Date: Plans reviewed by:i Date: bZ� Plans approved by: Date: L Structural reviewed by: Date: t Structural approyed by:, Date: Note transfer by: Date: Yellow: Building Division tY E.H. use ONLY Y _Y Piot Pian Attachod ! Raw Plan A ft eaaill to S.D. TO: Building Department FROM: Environmental Health -�,- SUBJECT: Sanitation Clearance wrier Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 0 63� 97-2101 Howard R S BPEm ard 5DE� LA E' •3731 Morehead &14 &W,;r fe) Avenue, Chico (new sin, f mily) le a 1z - kw4- -PERMIT NO. PERMIT EXPIRES OWNER. CONTR. ,-ASSESSOR PARCEL LOCATION IL4 CPAIL-6 L KL Lj- *-'r Lu % �Iemp. Power Pole Called PG&E 'famp. Elec. Service Called PGI ,-Temp. Gas Ser Called PG1 JOB FINALED Signature V=OK O = Not OK =ble NottRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Teat-Fall-C/D-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestdNrap; / ttlt / /Nat. or/ / L°fL/ /LPG 7. Well Clearance & Disconnect =- 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except -#'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Manage Line tr 3. Gas; MH Test DemandVaKe-Connector 4. Electricity; MH Test-Crossovers-Bmakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade-HD'Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date • DECKS, COVERk CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements- " 2. Footings; SoNs-SbwoVe SparjrgLConnectors-Steel r 3. Decks; Girders and/or Joists+Decking-BracingStairs-Rails 4. Wood Awn.; Posts Seams-Rftrs.-Connectors Shthg.-Rfg: Bracing' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-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 POOLS (,Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel•Connections-Thickness Dead Men -Lining 4. Eke.; Receptacles and Lighting. Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 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 - 4' Card B-1 Date Card B-1 -L ✓ OKM' O '= Not OK - = Not Applicable, = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth RESIDENTIAL (Single & Duplex) 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /"Ftg. Depth 5. Stemwalls, Main;'Steel-BlockoutsaNrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -F' ce Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer T 10. UF. Gas Pipe; Size Anchors - Yard iping; S' 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground A 13. Pien Ducts; Clearance-Material-Support-Ins. � � 1 irdersSills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU G (Permit) OK except #'s 17.er ent Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection 1 . D ..; Test Fitting chor--Nail Protection 1 hower s irst Floor -Tub Access S14.01est Shower, S . oor-Tub Access 22. Gas Pipe; Sae & Anchors Date $ _ [$ Card B-1 C> Date lt. q- 9 Card B-1 f Date Card B-1 Date Card B-1 Date LECTRi IL(Permit) OK except #'s FIx &Transformer Clearance -Ins. Protection 24. let 5ceptacles Spacing -Lights & Switches at Doors -5 ¢it,aaxes & No. of Conductors Stapled 7. omex Installed Close to Edge of Studs & C uip. Ground made up w/Mech Fastners and Gas & Water 28. 2 Ap ce Circuts in Kitchen & Co24gctor Size GFI uWeed Wire Size Lga. CuAI- dC. Wire Size / / gA Cu or AI 30. Range Circ. A61 C r ven / ga Cu or AI Insulated Neutral - es 0 Nov'' ✓ 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. o es Closet Light -Shower Light -Spa Light 34 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except *'s 36. A.9,9Gcts Insulation & Support V,oVent Fan, Exhaust above insulation 37. CoJr densate Drain & Overflow, Size & Grade t ante -Vent Access -Comb. Air -Return Air Vent 115 outlet 39'Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date EX B-1 Date Card B-1 Date/FRAMING (Plans) OK except #'s S' roper Materials & Anchors alls ds -Nailing Spacing & Braces -Plates -Sound (42.,RLea'rirtWWaIIs over Girders & Floor Nailing It Stop in Walls (rat proof) ops, Furred CeilingsStairs asers-Tubs ,--/40r Headers & Beams -Size Date INE (Continued) Hangers -Post Caps -Anchors -Connect 47. Cling. Joist-Rftr. Ties-Purlin-roff Bra -T hting.-Rfng. 48. Fireplace Ties A -fireplace Throat clearance q.45_Agc15Fs;2jze AAomex Protection -Draft Stop -Ins. Baffles nn. in s or Exiting oo - gt. & Dimensions 51. Garage Fire Pr raming 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-fie Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Sh r Walls; Nailing -Bolts G&Taee Interior / Exterior Wall Panels Date Q' _S Card B-1 t j() Date Datebb++, Card B-1 (3 Date Date FINAL (Plans) OK except 8's e . d Steps -Door & Sidelight Protec Card B-1 Card B-1 64 &Xmoke Detector Fu ace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor -Ducts -Meeh. Protection edroom Exiting V.A'F.j., & Bath Fixtures & Tub Access -Spa V/E)dc. Trim & Subpanel, Breaker Sizes & Labels fairs & Rails Fir 6,Iace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. ixt. &Appliance; Ground. -Air Gap Cooking Clearance 93. ec. Outlets & Rece ticales at Kit. Counter -K/,Garage Fire Door; Swing -Landing -Closure 111�/A.C. Duct in Garage -Damper i tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. 19 -Garage; Above Floor -Meeh. Protection d.Alb., Elec. & Mech. Equip. Listed for Location Vd Elec. Receptacles in Garage (G.FI.)-Romex Protection I sulation-Foam-Looked in Attic &0. Guard rails & Deck Construction -Post Caps . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor n Yes Ii/ollowing Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No . S cco Brown -Finish t84. lC. Unit Disconnect, Electrical-Plumbing--- nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ,01K/Yater Well, Disconnect, Electrical, Plumbing erior Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House Glass Protection a. Co tion from Pre 'ous Inspections 91. a st-Meters TaAed, Gas -Electric \� tLe Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date OtT Card B-1 )20 Date Card B-1 Date If Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V , y TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance r7" E.H. USE ONLY Plot Plan Athc6ad ✓ <?i *• Floor Plan Attached Scot to B.D. (l J. Owner Location APAP Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for t- bedroom mobile- home. OtherrVA Hold final for: Final clearance O.K. for: NOTE: S/92 4A b_-) /7 Health Specialist Date s COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER D w �-� �Jr' / Ce 71 "I"f- A. P. No. Proposed Building Use /V -'u% Building Inspector Date ^.-J-S' 97 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 . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ..........................� 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. MobillehompAgtaan manufac�rf�is inst Ilation instructions, 2rsets: ... f_Lie 10. Fees of$ 1.Z.(,............ .......'.""``..... 11. Impact fees as shown on attached schedule. .......... _j .................. 12. California Department of Forestry plan approval/fees........................ . W14. Flood elevation letter (100 year flo • ) by California Engineer. . . Sanitation and plot plan approval r C J Health Department. ........... 15. City of Chico plumbing permit. ...'..................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage ............. 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for PreansingIns Inspector required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification). . i ............ 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . ......... zDZL 12Q 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. ..ar. et�46i 1-,- ......................... . 28. Mobilehome utility clearance . .............................. s........... 29. Documentation of legal access . ...................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . .............. •....................... . 32. Plan check list . ..................................................... 33. 34. Whe_ n�you issue the . ermit, process as follows: Mail o owner. Mail to contractor. l/ Telephone8 3-3313 3 and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant ' Date -7 9' ZS - Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pri r t ,per It issu c ircle 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 _ mail Counter by _ Date Contractor, designer, owner as advised of above required data by _ phone _ ma' o nt&M _ Date Plans checked by Date Plans approved by Date 1/- - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev)2/96) APPLICATION AND PERMIT q 7- _ 0/ .__ ASSESSORPARCELNUMBER 3 5 5 C, 3$ ZONIN `O BUILDING PERMIT OWNERQ �urald c/ F a93 TELEPHONE 3 3 3 3'3 SO, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS `73 a c. 0, C-09 .3- ? -211 CONTRACTOR'S NAME • w .tit �� TELEPHONE ' (0 19 t/ C 2 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 5oO Total Valuation $ ARRECT OR ENGINEER f �� LICENSE NO. , �, Q Z Filing Fee 20.00 Permit Fee in ARC RECT OR ENGINE MAIUNG ADDRESS & q �0. &V -f— kl ` O • Plan Checking Fee$ BUILDINGADDRESS M® 4 e, t Energy Plan Checking Fee $ 2-3-0— 3 0—$ Ch1 C_ C> $957.5 PERMIT FEE sIf LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF,8 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 , Solar or heat'pump water heater 23.00 Water piping 15.00 0-0 Each gas water heater or vent &-.v 15.00 TYPE OF WORK New GV Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ! 61_ _A /5baLy/ aL4j��G GiQ�a-af► P / bh_T a Gas piping stem 1 - 5 outlets 15.00 a•® Building sewer 15.00 0 Mobile Home S G FW F (920.00 PERMIT FEE S � ELECTRICAL PERMIT Service z�oa" oA mss QLICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason aFee20..00Main Main Service 200A TO 1o00A NEW CONST. DWELLING OCCUP. SI OR ADDNS. 6 ACC. BIDS. J 1N,pµp�Ip, MUITI-OiiZCU @7,50 POWER APPARATUS 8 SINGLE OUTLET CIA. Ex. Occup. OUTLET OR FOcruAEs BAL 9 .w Ex. Occup. DFIJTLEEDTAP ES,6.1LNS EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ .139 0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating o: 3 eo-o Cooling 0"o Hood 6.50 t„$ 0 Ventilation . PERMIT FEt S v4 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee occ CONST. TYPE TOTAL FEE $`5 FEES I P FLOOD COF P;,111 -pp ND SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.•B. D. CANARY-ASSES�OR PINK -IN ECTOR GOLDENROD -APPLICANT A_ COUNTY OF BUTTE -DEPARTMENT OF pEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 97-0104 ASSESSOR PARCEL NUMBER 39-56-038 A 10 ZONING BUILDING PERMIT OWNER HOWARD SLATER TELEPHONE 893-3333 SO. FT. OCC. BUILDING VALUATION 3971 R 214,434.00 OWNERS MAILING ADDRESS 3731 MOREHEAD AVE CHICO 95928 745.5 MQ 13,419.00 CONTRACTOR'S NAME OWNER TELEPHONE 881 18 SQ 15,858.00 t 656 COV 8,528.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'SMAIUNG ADDRESS ' Total valuation $ 253,739.00' ARCHITECT OR ENGINEER ROBERT HEATON LICENSE NO. C-9192Permit Filing Fee $ 20.00 Fee $ 1178.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 2044 PALM AVE CHICO Plan Checking Fee $ 766.03 BUILDINGADDRESS 3731 MOREHEAD AVE Energy Plan Checking Fee $ 23.00 $ CHICO, 95928 PERMIT FEE S 1987.53 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 1 7.00 147.0 USEOFSTRUCTURE 'SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each gas water heater or vent 15.00 15.OC TYPE OF WORK New 6 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM 5 BATH ATTACHED GARAGE W/ BASEMENET Gas piping system 1 - 5 outlets 15.00 15.0 Building sewer 15.00 15 , 0 Mobile Home I S I G I W 920.00 PERMIT FEE $ 227.00 ELECTRICAL PERMIT Fling Fee 20.00 eoovzoOA OROR LESLESSS 2 0 23.00 23.00 Main Service 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.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, an agree that if I should become subject to the workers' co pensation provisi0 of section 3700 of the Labor Code, I shall forthwith omply with those pr kions. Q X Gv�-� Date _/_25 _ Signature of Applicant -Owner ❑ Contractor ❑ Agent-� An OSHA permit is require for excavations over 60" deep and demolitio or construction of structures over 3 stories in height. TO 000A 200A Main Service 46.00so NEW CONST. DWELLING OCCUP. SO WEE CCU OR ADDNS. ( a ACC. S. 3.52Fr. 195.9 NE No RESID. ANC I' OCUTCLUET 97.50 APPARATUS 8 SINGLE OUTLET CR. 2e Ex. Occup. OUTLET OR FIXTURES BAL p I.50 FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 238.90 MECHANICAL PERMIT Filing Fee 20.00 Heating 21 30.00 Cooling 2 30.00 Hood 6.50 6.50 Ventilation 13.50 PERMIT FEE $ 0 Mobile Home Installation Fee $ Energy Inspection Fee $ A6,00 occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD P L PD �.. HO ISSUE vi 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 D to C r PERMIT EXPIRES ON l e l6 M1, Receipt No. 777--y 25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK- PECTOR GOLDE OD -APPLICANT .7 ...- -.- ..- ..rte T.. .Y. ._ �. ,-...r ,.. r �. .. _ _. .. �. -•-•- -_ ��-..-.. •---_ • - _ , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE' OWNER O W Gir r� A. P. # PROPOSED BUILDING USE DATE REC # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES �� �„__� (paid at District Office) l ilU , P 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ 4A4. Sq.Ft. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ :Sq.Ft. ' Amt. 0 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAWAGE DISTRICT FEES $425.00 (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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 1 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the 1 building permit. These fees ay be changed during the plan checking process. •Z)OrAPPLICANT DATE Y-2)-- Original-Owner iginal-Owner Copy -Building Div. (Rev. 12/96) . y. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 1 ( NO ❑ 2-. I HAVE �d, HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINIE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:_� DATE: _ 2 s - 177 NOTE: This Owner -Builder Verification- is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR1vIATION Dear Property Owner: An application for a building permit has been submitted inyour name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. Ifyour work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers*compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Nficel A, &k_1 Vi ira, C.B.O. ,uilding Inspection NOTE: This Owner -Builder ,Information is required by Section 19830 of the California Healdt and Safety Code. OVER BUTTE COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) X34 -566-OU" Property Owner Project Locati Subdivision Lot Number(s) ' Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: Buildih4 apartment Representative Date ., "Co _Non -Residential to Residential Chico Area Recreation and Park District(CARD) certifies that /Oc,✓G�✓� �r1 \ / IJ;akP 123 6/( ) ?if 3. GJVyLf (Applicant Name) (Phone Number) (Street Address) C CI C � - - 5s-sz e) (City) (State) (Zip Code) has complied with the,,.requirements.of Butte Co. Resolution No., 90-140 by � K. payment for dwelling units '@ $1,189 for total payment of $ CARD epresentative // Date PAID BY CHECK NO. REMARKS &rle 6/10S6 �ir iM '�P 9 -/1 /. ` See 4 - 3 Z: BANK NO. PAID BY CASH RECEIPT NO. 1 Distribution: White --Applicant / Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park. fee ( form revised 11/90) 4 ., �,�,fi 1,�.yy..�.,,....,rY "i. .. ...>'wY*rY..� _y„�.`.it•vY'i'l.r�, �.v'ih••.•�t'.. /.�:. di '.r'i.r,�. _pI'��. _,/�. 7 .. . �1.. ++._ . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District j c (7 Building Department No. a - ,(A.P. Number 351-56— 30 Jurisdiction: y City County :, ,..,. • ,. "Property Owner #40 W,0 r `� /g� T e / Property Location/Address 3? 9�J�'Z Subdivision Lot No. Residential Development Sq. Footage 39-7 • Re P t a 6 N g e,y i 5+i ,v S No of Living Mobile Home , Addition ce- . q H D i►r► c �7: �� Units Installation 1 ) M. , Commercial/Industrial asci Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date " moor rians reviewea Dy acnooi uistnct rersonneu District Identification No. School District certifies that �Q�et .� r- (Applicant) /�/ (Street Address) /' (City) has complied with the requirements of Resolution No. representing C� 5 l square feet. (Phone Number) u (State) (Zip Code) by payment of $ 1�11 2926 $ ULL MITIGATION $ Date Paid by Check # Remarks: IV p A Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. 4 "' White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Howard Slater Date: 10/20/97 Permit #97-2101 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: "tiestions related to the design calculations by Jim Emami: L4:3�=r' a indicate the load path, including connections, which carries thP,lateral load fromthe of�iiaphra�mough shear �l, 2ancl� the foundation. L_J-2a-W-here are the web stiff's, mentioned on page P6 of the design calculations; show s on the plans? �� S4 a& /b d"406 2 /A/�- � N -40157-S t/-5 CAI L , y (_1,3)-T-ypical joist hangers called out the lower floor framing plan on S-3 have the single and double joist hanger This is contrary what would be expected and the design calculations page 20. Please check the situation and revise the plans as necessary. ,�_/O/S7" �� &L&Q U//LeO CAI r-fy2-!' TJ / ON -W 5IIV,-G E G/1-�' - Z77 29,J 1�/g L, l TT 2y,s C--2- A-;!? S'a rv� c--t-.ere are thejo* t hangers called out on pages P21, P22 and P23hown on the plans? biS% fid' A/0T DUE --o /3 E-Ae( rA(C-- L. c7Q( 73. he patio framing shown on the plans does not match the calculations. Please check and revise as necessary.E 4.6) 7-0 474 ���� 7 -Co AIC --V for openings in shear panel 1 on page 40 of the calculations ; appears to be greater than shown on the plans. Please check and revise the design as necessary. Check the overturning of individual upper level shear walls along lines B E and F. 5'�� � �f� ¢0 6 06-6ASIIS �6-77i0 Cts�'C .,�r�de special inspection as indicated on the attached Special Inspection Policy Sheet. Provide the name of your proposed special inspector prior to obtaining a�pe�rmit. The special 144inspegtgg,r�� rr}�s b pproved by the Building Official. /j/Oz Provide fill specifications for structural f=b, i clu�gd minimum relative compaction. Sem 2- — -- �ndic a the thi ness o he basements wn in Section B on Plan Sheet S-6. Provide the additional items requested on the Permit Application Data Sheet and in Martha Whitney's plan check letter dated 10/6/97. 5 &-)5- &.l.S T A-77- --c&-oo - 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 <1 1 OWNER PERMIT NO. A ro ine inspection indicates that the following violations of butte county Ordinances exist at the _ abov ess and should be corrected. Please notice this office when correction of work is compI ou have any questions pertaining to this matter, or need additional explanation, please n act is office immediately. rtty iuiaz t - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES j 411 Main Street • Chico, CA • (530) 891-2751 1 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 7- 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. 'rt e 5 1 - Date Inspector REV 10/9 IJr r}' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 - 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cAtact this office immediately. r> 4 J F3 ^:1 .i h Date Inspector 4e REV 192 -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 Y7 -. 02 /D/ s OWNER PERMIT NO. A routine inspe9tion indicates that the following violations of butte county Ordinances exist at the above addre and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please ntact this office immediately. GLQ, i l b OZ �.. 1. /-ch- s ,K. ow Date 3-F`9 Inspector REV 10/92 'ty^"'nir:•"—.erv"'"`s'nr''� �=n..•.+�=�--.aj,.�s-t , COUNTY OF BUTTE BUILDING DIVISION 3: DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 s' CORRECTION NOTICE `k, S'L�i 7, OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at r. the above address and should be corrected. Please notify this office when correction of work 6 is completed. If you have any questions pertaining to this matter, or need additional explanation, .,, please contact this office immediately. V 6%2/,, Roe) C., i3 b3. w•e M, ['.. l F„ VI Date (� ��-Inspector rt:.} REV 10/92 12.17/98 04:08 FAX 530 891 8560 LOERKE INSULATION CO., INC. 3.7.31 More.VtaJ -9 m er I LOERKE INSUL. CO Counjy^, Subdivision - DESCRIPTION OF INSTALLATION I. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type F&aw ss Batts _ _ Thickness (inches) /3 fa! 01 INSULATION CERTIFICATE C0 Post -It" brand fax transmittal memo 7671 P-01 pages 1b Av ` Prom eo. Q %4I^G Co. oepL Phone # Feer 8�S = 6Sf 1 raze Thermal Resistance (R -Value)' Brand Name Johns Manville Thermal Resistance (R -Value) 12 - Loose Fill Type Fiberglass - Brand Name Johns Manville Contrectorls min. installed weightfft sq. -.&-0Jb. Minimum Thickness � inches. Manufactunees installed weight per square foot to achieve Thermal Resistance (R Value) _ 1? 3. EXTERIOR WALL Material Fiberglass Batts Thickness (Inches) ... 4. RAISED FLOOR Material FeberglassBatts Thickness (inches) io Z 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches _ 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) 12- 1 1 Brand Name Johns M malle Thermal Resistance (R -Value) 12 - Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance frith the, current Energy Ef iclencUtandards for residential building ( �bc24,Part 6, Califomfa Code of Regulations) as indicated on the Certificate of compliance, where 10. C.L*499150 Iffm w- �i m s� Z- / 7-q,9 LOERKE INSULATION CO., INC. gna re, meta in u con ctor o. ere r General Contractor (Co. ame) Or OWner Signature, Date Miming u con r o. me r General Contractor (Co. ame) gr or tTMU—S Signature, a ensta in u n ctor(CO, me General Contractor (Co. Name) Nr of May -14-98 04:34P Western Woods INC. 5308948601 :.,!7,cAd4 ri-: P-01 Certificate of Conformance /0 52 7 7*9 Certificate THE UNDERSIGNED MANUFACTURER HEREBY..8ERTIFIES that the structural wood products identified below and marked with a collective mark of Engineered Wood Systems (EWS) were man-, ufactureq; in accordance with the specifications indicated below. -19 Timber ANSI Standard A190.1 92, for Structural Glued Laminated T P Job Name Job Location Customer's Order No. WESTER14 WOODS CHIC0, CA u09:1Date 3731 Morehead Avenue 03-23-08 M(gr's Orde'r No. 3,s-c-'AfPj Cc-,r't r T,,ohn-ical. Director e_ Title Signature JL V3 - - Sts Illet-te Company Address Date IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named . manufacturer which carries a collective mark of Engineered Wood Systems (EWS) is subject to regular audit by Engineered Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. by -7 Thomas G. Williamson Executive Vice President LRA ENGINEERING 11500-H" SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 "...PHONE: 916-631-4455 March 23, 1998 Job Number 97261T RECEIVE FIELD WELDING INSPECTION REPORT'' MAR 2 5 19 8 REPORT TO: Mr. Howard Slater Slater & Son, Inc. Slater & Son 3753 Morehead Avenue Chico, CA 95928 PROJECT: Howard Slater's House 3731 Morehead Avenue Chico, California r PERMIT: FIELD ERECTOR: Certified Welder: Welding Machine: Electrode: INSPECTION DATE INSPECTOR TIME MILEAGE 03-19-98 L. Roper N/A N/A SUMMARY OF FIELD WELDING OBSERVATIONS: Observed fillet welds on 4 pipe columns. Welds appeared satisfactory. LRA ENGINEERING c Laver L. Roper, President CWI 95080751 LLR:dp lab\97261 T Sacramonlor 1 Chico Rancho Conlava 916-929-9267 916.891-6304 -91 6-631-4455 March 23, 1998 Job Number 97261T Mr. Howard Slater Slater & Son 3753 Morehead Avenue Chico, CA 95928 . Subject: Compaction & Field Density Tests Howard Slater's House 3731 Morehead Avenue Chico, California r Dear Mr. Slater: LRA ENGWEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 RECEIVED MAR 2 5 1998 Slater & Son, Inc. This report presents the results of the compaction and field density tests performed on the fill placed on the building pad for the subject project. An ASTM D1557 Compaction test was conducted on a sample of the fill. The maximum dry density was 112.8 pounds per cubic foot, at an optimum moisture content of 17.5 percent. The field density tests were performed per ASTM D2922 and D3017. The results of the field density tests are presented next. FIELD DENSITY TEST RESULTS Test Dry Density Moisture Relative Date No. (Ib/cu.ft.) Content % Compaction % Location Elev. 03-05-98 1 104.6 22.6 93 See map -6.5' 03-05-98 2 111.0 17.4 98 See map -5' 03-05-98 3 116.0 20.0 94 See map -5' 03-17-98 4 102.9 23.1 92 Southeast -4' 03-17-98 5 105.5 21'.6 94 Northeast -4' 03-17-98 6 104.0 24.0 92 Northwest -4' Above tests reached 90% compaction or above as required in the approved plans and specifications. Sacrarrsm10 . Chico Rancho Cordova 916-929-926 7 916-891-6304 916-631-4455 March 23, 1998 Job Number 97261T Page 2 We have employed accepted engineering and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve ' the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Very truly yours, LRA ENGINEERING Laver L. Roper, President LLR:dp lab\97261 T MONSMi CqA�w�oTlWmc eLml Scat F' VS' - I'-�" March 31, 1998 Job Number 97261T Mr. Howard Slater Slater & Son 3753 Morehead Avenue Chico, CA 95928 Subject: Field Density Tests Howard Slater's House 3731 'Morehead Avenue Chico, California Dear Mr. Slater: LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 RECEIVED APR - 2 1998 Slater & Son, Inc. This report presents the results of the field density tests performed on the fill placed on the . building pad for the subject project. The field density tests were performed per. ASTM D2922 and D3017. The results of the field density tests are presented next. FIELD DENSITY TEST RESULTS Test Dry Density Moisture Relative Date No. (Ib/cu.ft.) Content % Compaction % Location Elev. 03-26-98 9 106.6 24.2 .89 See map OG -2' 03-30-98 15 99.9 21..4 88 See map OG -1' Above tests did NOT reach 90% compaction or , above as required in the approved plans and specifications. Test Dry Density Moisture Relative Date No Qb/cu.ft) Content % Compaction °� - . Loc lion E!ev. 03-26-98 7 103:0 •23.0 91 V . See map OG -2' 03-26-98 8 100.8 25.1 90 See map OG -2' 03-30-98 9A 105.1 19.3 94 See map OG -2' 03-30-98 10 105.1 18.2 92 See map OG 03-30-98 11 102.0 21.1 90 See map OG 03-30-98 12 102.3 21.5 90 See map OG -4" 03-30-98 13 105.8 18.9 93 See map OG -1' 03-30-98 14 102.1 21.2 90 See map OG -1' 03-30-98 15A 102.0 21.6 90 See map OG -1' Above tests reached 90% compaction or above as required in the approved plans and specifications. Swramento 916-929.9267 Chico 916-891-6304 P"xho Cordwa 916-631-4455 o March 31; 1998 Job Number 97261T Page 2 We have employed accepted engineering and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Very truly yours, LRA ENGINEERING Laver L. Roper, President LLR:dp Iab\97261 T M EH bf MN6.` c�Ll Ap-,.PLANI-- SCALG: Vgl'-s I _ X77--ZIO I ATW,' GF----ore-6,Z .4 Capt' rd -M Db I fi:_Q. . e 4 •fNN . u, W w, F) _ AN M M20 rh ' r �w� t �l '� � r J• L i r i AV 95G' -7s `%-L 0� 2) P�P/pj},J E L = 950•? S Us 4 >✓ �1S Fol t2AoJ C t< + e� USS 'i (—,A j> +S Fj)g fA -' C. L Ex•Sf��l� 7- (q f +1 =JZ / (-b�ov��s = 3, LOAV 145oom _ iy5ai� — t S�cSSo _ c1 Fk? - '15o .?SL) 5,f n `j OA P ' s L N To j = rr L 0 0•,l r.�S 3 Lo.4o - 1125o U S4- 15 FA P'S /rA,d 6 L TaTA, = fc� BUTTE COUNTY, suiLDIN G DEPARTMEW kprn VED fA Gt 2- MD9r FiCA,7i-.J 6F ,yhlAlt WAIL MLAeRA(-7(. L G �x STT .J = 6 /QLD o h/,✓s 2 Ta -TA, C- = S Logo = 13tya # 13 !4b — 8 �SSv � 1 q 5o *-.7s L,d E TA4c-L o F FAP _ 9-,E& D T }� U Se �2 <2�4 A•�c.,lta2 s f� L 2 Fo 5 C 1 PA- P 5_ F fAr P G 13 VAP: s use %2 �4�lc.k�a2s WITH FAP oMr�C-tW- ZN �(caT a { u 1114Y Lsl t. t 4a,OIL _ Cr=�.ot -- o �, k .^ L NI „ , '1 1%A4 -dAfm4 �y 14 7 D3 ? � Eif 3 c y F4 �.cog i C Apo ' .�� - 66 tum C019NTT eAUILDING DEPARTMEN+ Page 2 fAppP%0Y.P_D_ e. 3o.5g rOTES1 1. ROOF LOADS: LIVE 20# PSF:TOTAL DEAD: 20# PSF. 2. FLOOR LOADS: LIVE 40 PSF: DEAD 12 PSF. 3. ALL FRAMING HARDWARE NOTED SHALL BE "SRAPSON." INSTALL PER MANUFACTURER'SREQUIREMENTS. _ _ _ �4"- PROVIDE H=1`CLIPS _AT ALL FLAT TRUSS" TAILS (TRUSSES, T-1 THROUGH T=8,T-10 AAIZ, T=13. PROVIDE H15 CLIP FOR T14. _ f -A35 PLUS H2, OR H2.5 CLIPS MAY BE USED INSTEAD OF H1 CLIP. (Rev: 2),,P 5. CONNECTION OF T-9 TRUSSES TO GIRDER TRUSS (T-14) USE U210. 6. PROVIDE DOUBLE STUDS BELOW ALL GIRDER TRUSSES. Z." ROOF SHEATHING:SHALL BE �/2 INCH OSB._(Rev. 2)_ s' ROOF NAIL&8d NAILS 6" O.C.@LDGE.4" O.C. BOUNDARIES, 12" O.C. FIELD. (Rev. 2)r.--` 8. FLOOR DECKING SHALL BE 7/8" CDX T&G. FLOOR NAILS: 10d NAILS 6" @ EDGE, 4" O.C.BOUNDARIES, 12" O.C. FIELD. 9. FILL-IN FRAMING SHALL BE:2x6 RAFTERS @ 24" O.C. MAX. SPAN 8'-0" POST UP AS REQUIRED. USE 2x8 RIDGES AND HIPS MAX SPAN 8'0". 10. ALL GLU-LAM BEAMS NOTED SHALL BE 2400 PSI MIN. 11. ALL HEADERS 6x12 DF#1 U.N.O. 12. EXTERIOR STUDS 2x6 13. INTERIOR STUDS 2x4 14. ALL SHEAR WALLS ABOVE 2`D FLOOR, EXTEND PLYWOOD TO ROOF SHEATING. 15. ALL NAILING PER UBC TABLE 23 -I -Q. CRETE NOTESi 1. CONCRETE TO TEST @ 2500 PSI (IviIN.) ULTIMATE COMPRESSION STRENGTH @ 28 DAYS, EXCEPT WINE CELLAR AREA SHOULD TEST @ 3000 PSI. . SOILS: 1. THE ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF Q&N.). 2. THE DESIGN ASSUMES A CLASS 4 SOIL WITH AN EXPANSION INDEX LESS THAN 20: NOTE: --All Materials & Workhmftlip Sha llle fa Accordance with Reco'gn'zc3tl: r +,p.' Procflcas and of a quality prescribed for ,6, 5 ec±'noel aee in theUniform Building, Glumbing & MOCLnie.al Codes and .the National Electrical Coda. This set of plans and specifications MUST bi. kept on the job at all times and if is unlawful pout make any changes or alterations on same w written permission from the Department of Puke IAC Works, County of Butte. Transmittal Date: 6/17/1998 SLATER &SON INC. To: Slater & Son, Inc. 3753 Morehead Avenue Chico, Ca. 95928 Attn: Howard Slater Phone: Fax phone: CC: From: Emami Engineering 1026 Miwok Drive Lodi, California 95240 Phone: (209)368-4811 Fax phone: (209)368-2548 REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please comment Re: Howard & Diane Slater Home Enclosed: 3- copies of sealed revised page 2 of the calculatuons. r' 4 i Date : 8/23/97 G'Aomer : Slater & Son, Inc. Project : Custom Residence for The Howard Slater Family �Pivrect Location: Chico, California Design Calculations Governing Codes: Building Code: Uniform Building Code 1994 Edition Loading:. Roof Live Load: 20 psf Roof Dead Load: 20 psf (total) Floor Load: 40 psf Floor Dead Load: 12 psf Wind Load: 80 mph(Exp. C) Page 1 of '43 Scone of design : Design calculations are provided for the"above referenced project except roof trusses. Roof trusses are designed and provided by Longfellow Lumber Co., Inc: The engineer shall not be responsible for errors and/or omissions not in conformance with these calculations. Shit` i• ,f 7 • J FRADONG NOTES Page 2 1. ROOF LOADS: LIVE 20# PSF:TOTAL DEAD: 20# PSF. 2. FLOOR LOADS: LIVE 40 PSF: DEAD 12 PSF. 3. ALL FRAMING HARDWARE NOTED SHALL BE "SIMPSON." INSTALL PER MANUFACTURER'S REQUIREMENTS. 4. PROVIDE H-1 CLIPS AT ALL FLAT TRUSS TAILS (TRUSSES, T-1 THROUGH T -8,T-10 AND T-13. PROVIDE H15 CLIP FOR T14. 5. CONNECTION OF T-9 TRUSSES TO GIRDER TRUSS (T-14) USE U210. 6. PROVIDE DOUBLE STUDS BELOW ALL GIRDER TRUSSES. 7. ROOF SHEATHING SHALL BE 5/8" CDX. ROOF NAILS: 10d NAILS 6" O.C. a) DGE,4" O.C. BOUNDARIES, 12" O.C. FIELD. 8. FLOOR DECKING SHALL BE 7/8" CDX T&G. FLOOR NAILS: 10d NAILS 6" @ EDGE, 4" O.C.BOUNDARIES, 12" O.C. FIELD. 9. FILL-IN FRAMING SHALL BE:2x6 RAFTERS @ 24" O.C. MAX. SPAN 8'-0" POST UP AS REQUIRED. USE 2x8 RIDGES AND HIPS.MAX SPAN 8'0". ' 10. ALL GLU-LAM BEAMS NOTED SHALL BE 2400 PSI MIN. _ 11. ALL HEADERS 6x12 DF#1 U.N.O. 12. EXTERIOR STUDS 2x6 13. INTERIOR STUDS 20 14. ALL SHEAR WALLS ABOVE 2ND FLOOR, EXTEND PLYWOOD TO ROOF SHEATING. 15. ALL NAILING PER UBC TABLE 23 -I -Q. CONCRETE NOTES: 1. CONCRETE TO TEST @ 2500 PSI (MIN.) ULTIMATE COMPRESSION STRENGTH@ 28 DAYS, EXCEPT WINE CELLAR AREA SHOULD TEST @ 3000 PSI. SOILS: 1. THE ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF (MIN.). 2. THE DESIGN ASSUMES A CLASS 4 SOIL WITH AN EXPANSION INDEX LESS THAN 20. 1. 4 D MA D FLOOR FRAMING PL,& -PICA L ►/srJ G /c"o W W W Vf0&n coo Y1 O O �n aae AAA r�r f�$ .7 TorsT D,�S/G�. 5',�co.✓� �Loo� Lo /kms ` 4 ti f'SF. D.C40 ,LQ -4D I Z Ps IC. L i vPZ Zj A D LJI 7Gs}-C..�L�c.P��,�/: ✓7'36 a Ji PA -C4 Cl. U5� l 17� `TcT� 11.5 �LL�y✓ Li✓E IvAv 8: X18 Z .�So �.�p.d PL� A-LLo �l . T6 � �t- � (� A -O. - � 414j 3 PL f- Usk .o rrs TTZ'J�s'�� k, �y ►�sp�crh/ t7 41 4 I 8 Taj.- /I S DF AL l.�✓� Lokp �g IS IZ �h J _$ ` �.1, $ PL F- PLS. o SIC.,/ 360 MA -x . ���',�. _ . 12--6 "� / T6� � ! �p.�, ,✓ � _ r�" ©_ �,. use. d , . 7err/i s- Usk .o rrs TTZ'J�s'�� k, �y ►�sp�crh/ 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS n VI N o rj .� --3 dk.A T� w \ O . F N 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS W N s d VL J r J s w � � N \ TA J N E N `wzk Nt. N W N s d J r J s w � � N \ TA J N E N `wzk Nt. m C, \n w C 7 _ .:b 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 9 Q � 9 WOOCIWOrkS SIZER SOFTWARE FOR WOOD DESIGN I I File Name SP1' WoodWorks SIZER 1.Oe 22 Aug,1997 17:17 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I----------------- I start end I start end Start End I Start End I Load 1 Full UDL Live 53.30 ft No 2 Full UDL Dead 13.30 7.0 No 3 Part'1 UDL Dead 90.00 90.00 X0.00 11.00 No 4 Point Wind 7.90 5.50 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I ---i--I-------I---------------:----I---------- I kips I kip -ft I kip -ft ft I 1 0.73 -0.46 0.00 0.00 2.56 7.0 1 I 2 5.73 =3.36 0.00 0.00 29.95 5.5 1 I 3 6.13 -3.76 0.00 0.00 31.35 5.5 1 I 4 1.13 -0.86 0.00 0.00 4.05 7.2 VERTICAL REACTIONS ( -ve = uplift ) [kips] 15.0 ft I Load I =_________ W�� = 1115, �L� Comb . I A _ ----------I------------------ 1 1 0.73 0.46 2 I 5.73 3.36 3 I 6.13 3.76 4 I 1.13 0.86 f '7 U S e � 54 X 1 18 ��-LcA-�i ,:�5• t� � o.J� P� �.- f:.� w� � A� LLoti/,o�-rt.✓T 3 t, z3 -rte �1 = I i I 0 �( a. ��•�✓ USS' �cc S9 &,,-Tom Z -3i �- s Tv POS 1 62 7} � i30 ,Fill Name: SP2 INPUT LOADS: WoodWorks SIZER SOFTWARE FOR WOOD DESIGN WoodWorks SIZER 1.Oe 23 Aug,1997 9:59 COMPANY I PROJECT ANALYSIS RESULTS (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-----------------I-----------------I I mag. loc. I I Start End I Start End I Load l Point Dead 1.55 6.00 No 2 Point Dead 0.65 8.00 No 3 Point Dead 1.55 10.00 No 4 Point Dead 0.92 16.00 No 5 Point Dead 0.77 18.00 No 6 Full UDL Dead 20.00 No 7 Part'1 UDL Live 37.20 37.20 6.00 22.00 No 8 Part'l UDL Live 16.00 16.00 8.00 14.00 No 9 Point Live 1.24 6.00 No 10 Point Live 0.52 8.00 No 11 Point Live 1.26 10.00 No 12, Point Live 0.74 16.00 No 13 Point Live 0.72 18.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I ------I-------I-------------------- kips I kip -ft I kip -ft ft 1 I 1 3.00 -2.89 --------------------I------------- 0.00 0.00 21.51 10.0 1 I 2 5.52 -5.54 -0.00 -0.00 40.36 10.0 VERTICAL REACTIONS ( -ve = uplift ) [kips] : I 22.0 ft Load Comb. ( ^ ---------- ------------------ 1 I 3.00 2.89 2 I 5.52 5.54 „/ To G A -RA 64- DPv Z *C+06-2 e ii GL- 5 g 02 s/ �✓J, = 15 60�/�✓� c T(:�,� iv ti/�� Ogg Pas % use : Eec 16 Fill Name: SP WoodWorks SIZER SOFTWARE FOR WOOD DESIGN FC ( WoodWorks SIZER 1.Oe 23 Aug,1997 9:59 COMPANY I PROJECT DESIGN DATA: code: type: database: material: lateral support: total length: DESIGN RESULTS NDS -1991 Beam Custom Glulam Simple Top= Full 22.00 [ft) Bottom= Full INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-----------------I---------- I Grade -------------- I I Start End I Start End I Load 1 Point Dead 1.55 6.00 No 2 Point Dead 0.65 8.00 No 3 Point Dead 1.55 10.00 No 4 Point Dead 0.92 16.00 No 5 Point Dead 0.77 18.00 No 6 Full UDL Dead 20.00 No 7 Part'1 UDL Live 37.20 37.20 6.00 22.00 No 8 Part'1 UDL Live 16.00 16.00 8.00 14.00 No 9 Point Live 1.24 6.00 No 10 Point Live 0.52 8.00 No 11 Point Live 1.26 10.00 No 12' Point Live 0.74 16.00 No 13 Point Live 0.72 18.00 No Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: I Species I bxd I Axial I Bendingl Comb'd I Shear I Disp./ I Grade -------------- 1 in 1----------- I' fc/Fc'i fb/Fb' I I------- I fv/Fv11 Allow. VG West.DF I-------- 1-------- 1------- I 1 16F -V3 10.75x15 0.83 0.27 0.85 2 20F -V3 8.75x15 0.80 0.33 0.97 Ly2i 3 22F -V3 8.75x15 0.73 0.33 0.92 -�4 24F -V4 8.75x15 0.67 0.33 0.87 VG West.HF 5 20F -V2 10.75x15 0.66 0.33 0.85 6 24F -V2 10.75x15 0.55 0.33 0.85 E -R West.DF 7 20F -E3 8.75x15 0.80 0.33 0.92 E -R West.HF 8 20F -E2 8.75x15 0.80 0.41 0.97 9 24F -E2 8.75x15 0.67 0.41 0.92 10. 24F -E15 8.75x15 0.67 0.41 0.87 �( 2 Woodworks SIZER SOFTWARE FOR WOOD DESIGN File Name:SP3 Woodworks SIZER 1.Oe 22 Aug, 1997 17:12 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----i------------I--------I---------- I I I Start End 1 Start End I Load 1 Full UDL Dead 16.00 I No 2 Point Dead 0.12 18.00 No 3 Full UDL Live 54.00 0.00 No 4 Point Wind 5.10 18.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end" I start end I mag. loc. I ------I-------I--------------0-----I---------- I kips I kip -ft 0.87 I kip -ft ft 1 I 1 .0.20 -0.27 0.00 0.00 1.22 12.4 1 I 2 1.13 -4.45 0.00 0.00 17.66 18.0 1 ( 3 1.72 -5.04 0.00 0.00 19.60 18.0 1 I 4 0.79 -0.87 0.00 0.00 4.48 11.3 VERTICAL REACTIONS ( -ve = uplift ) (kips] 1 22.0 ft Load I Comb. I ----------I------------- ^ 1 I 0.20 ----- 0.27 2 I 1.13 4.45 3 1 1.72 5.04 4 1 0.79 0.87 32zf USS : 3 - 1 %r x 14 M L. A l.l.o .,,j ()n11 F - JOA -1.9 = 4 It 1, tL j, r 2 -k4w JJC L. V 5.51 y W40dWork8 SIZER SOFTWARE FOR WOOD DESIGN P15 File Name: SP Woodworks SIZER 1.Oe 22 Aug,1997 17:10 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I----------------- I I I Start End I Start End I Load' 1 Full UDL Dead 16.00 I I No 2 Part'l UDL Dead 64.00 64.00 2.00 6.00 No 3 Point Dead 0.19 2.00 No 4 Point Dead 0.19 4.00 No 5 Point Dead 0.12 6.00 No 6 Point Dead 0.12 16.50 No 7' Full UDL Live 54.00 0.00 No 8 Point 'Live 0.15 2.00 No 9 Point. Live 0.15 4.00 No 10 Point Wind 4.40 6.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ 20.5 ft I Span Bending. I Comb. I start end I start end I mag. loc. ---i--I-------I--------------o-----I------------ I I kips i kip -ft N use f 3- 1� )</4M L I kip -ft ft 0.80 I 1 0.80 -0.40 0.00 0.00 2.88 6.0 1 i 2 3.91 -1.69 0.00 0.00 21.55 6.0 1 I 3 4.72 -2.29 0.00 0.00 24.54 6.0 1 I 4 1.61 -1.00 0.00 0.00 5.99 7.9 VERTICAL REACTIONS ( -ve = uplift ) (kips] I 20.5 ft �9 67L� Load Comb. I ^ ---------- I -------------o---- N use f 3- 1� )</4M L I 0.80 .4 o F 2 I 3.91 1.69 �zt a.� _ UA/op. 6AO 52 3 3 I 4 I 4.72 1.61 2.29 1.00 S P3 AS Y G LTV 5.5 I q WoodWorks SIZER SOFTWARE FOR WOOD DESIGN- File Name: HEADER Woodworks SIZER 1.0e 23 Aug,1997 14:28 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load start end I start end I mag. loc. I I ------I-------I--------------------I--------------------i----------------- I Distribute ( Type i Magnitude I Location I Pattern -----I------------ I I i-------- I Start End I Start End I Load 1 Full UDL Live I----------------- I----------------- 410.00 I-------- No 2 Full UDL Dead 303.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I ------I-------I--------------------I--------------------i----------------- kips I kip -ft I kip -ft ft 1 I 1 2.63 -2.63 0.00 0.00 11.38 8.7 1 I 2 6.18 -6.18 0.00 0.00 26.78 8.7 VERTICAL REACTIONS ( -ve = uplift ) [kips] I 17.3 ft Load Comb. A ^ ----------I------------------ 1 . I 2.63 2.63 2 I 6.18 6.18 GW&f 2 D° L�� J rIL WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: HEADER WoodWorks SIZER 1.Oe 23 Aug,1997 14:28 COMPANY I PROJECT DESIGN RESULTS DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 17.33 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location 1 Pattern I I I Start End I Start End I Load - ----I------------I--------I-----------------I----------- -------------- 1 Full UDL Live 410.00 2 Full UDL Dead 303.00 Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: No No I Species i bxd I Axial I Bending) Comb'd I Shear I Disp./ I. Grade --------------I-----------1-------I--------1--------I 1 in I fc/Fc11 fb/Fb' I I fv/Fv'1 Allow. VG West.DF 1 16F -V3 5.125x16.5 0.87 0.49 0.53 2 20F -V3 5.125x16.5 .0.70 0.49 0.49 -� 3 22F -V3 5.125x16.5 0.64 0 49 0.47 4 24F -V4 3.125x16.5 0.94 0.60 0.72 VG West.HF 5 20F -V2 5.125x16.5 0.70 0.59 0.53 6 24F -V2 3.125x16.5 0.94 0.98 0.87 E -R West.DF 7 20F -E3 5.125x16.5 0.70 0.49 0.47 E -R West.HF 8 20F -E2 5.125x16.5 0.70 0.59 0.49 9 24F -E2 3.125x16.5 0.94 0.98 0.76 10 24F -E15 3.125x16.5 0.94 0.98 0.72 VG S.Pine 11 16F -V3 5x16.5 0.89 0.47 0.58 12 20F -V2 5x16.5 0.71 0.47 0.51 13 22F -V3 5x16.5 0.65 0.47 0.51 14 24F -V3 3x16.5 0.98 0.79 0.75 For more detailed output, select a Suggested Section and then re -Design. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for vour application. WoodWorks SIZER SOFTWARE FOR WOOD DESIXI b File Name:H-EADER2 WoodWorks SIZER 1.Oe 23 Aug,1997 14:36 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-------- SPAN I Load I I Start End I Start End I Load 1 Full UDL Dead 262.00 endI, No 2 Full UDL Live 440.00 I kip -ft No 3 Point Live 2.52 ,.1.00 No 4 Point Dead 3.00 1.00 No 5 Point Wind 1.00 8.50 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start endI, mag. loc. I ---i--I-------I--------------------I---------- I kips I kip -ft I kip -ft ft I 1 4.25 -1.77 0.00 0.00 5.96 4.8 1 I 2 4.51 -2.51 0.00 0.00 7.33 5.7 1 I 3 9.34 -5.26 0.00 0.00 15.90 5.4 1 I 4 9.08 -4.52 0.00 0.00 14.53 5.1 VERTICAL REACTIONS ( -ve = uplift ) [kips] I 11.5 ft Load I --- Comb. I ^ ---------- I------------------ 1 I 4.25 1.77 2 I 4.51 2.51 3 I 9.34 5.26 4 I 9.08 4.52 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN P( 7 File Name:"H EADER2 Woodworks SIZER 1.Oe 23 Aug,1997 14:36 COMPANY I PROJECT DESIGN DATA: code: type: database: material: lateral support: total length: INPUT LOADS: DESIGN RESULTS NDS -1991 Beam Custom Glulam Simple Top= Full 11.50 [ft] Bottom= @Supports (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute 1 Type l Magnitude I Location-:: I Pattern -----I------------1--------1-----------------1----------- I I I Start End I Start End I Load 1 Full UDL Dead 262.00 No 2 Full UDL Live 440.00 0.33 No 3 Point Live 2.52 1.00 No 4 Point Dead 3.00 1.00 No 5 Point Wind 1.00 8.50 No Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: t Species 1 'bxd I Axial I Bendingl Comb'd I Shear I Disp./ I 1--------------i-----------1-------I--------I--------I-------I Grade 1 in 1 fc/Fc11 fb/Fb' I l fv/Fv'l Allow. VG West.DF 1 16F -V3 5.125x16.5 0.47 0.33 0.22 2 20F -V3 5.125x16.5 0.37 0.33 0.21 --)0--3 22F -V3 5.125x16-.5 0.34 0.33 0.20 4 24F -V4 5.125x16.5 0.31 VG West.HF 5 20F -V2 5.125x16.5 0.37 0.41 0.22 6 24F -V2 5.125x16.5 0.31 0.41 0.22 E -R West.DF 7 20F -E3 5.125x16.5 0.37 0.33 0.20 E -R West.HF 8 20F -E2 5.125x16.5 0.37 0.41 0.21 9 24F -E2 5.125x16.5 0.31 0.41 0.20 10 24F -E15 5.125x16.5 0.31 0.41 0.19 VG S.Pine 11 16F -V3 5.125x16.5 0.47 0.31 0.24 12 20F -V2 5.125x16.5 0.37 0.31 0.21 13 22F -V3 5.125x16.5 0.34 0.31 0.21 14 24F -V3 5.125x16.5 0.31 0.31 0.19 For more detailed output, select a Suggested Section and then re -Design. N N N Mum W W N 4n 4n O O O $420 n aaa AAA C4C404 (�v p ($ g JZZ �Loo(� 35 2 L l 1 (>'L �z 8�. FL( , N �Zz 9371 U 'PC �0 1-UH4 cAP dos !% s2 Li x4 ?Jc . 1bovgL(0C- �✓ -�c. p ($ - � v vvJO Pi 9_ �I Zi • L owl � R FLoo 2 LLA- 40 L — ��` 1 Dft w Lam = 12 PS2 - L►✓►� [..o.�-✓> Vrt.2,�n.c.s�L ���t,�,c��.o�J = Q /36a , N IA N W W W JOSS/� J�•�/ �- �. I �:/� Y! Vf Yl h O N w= I � L _ 5s,z �L,2 a;Na aa C4C4� � �sE : T. ,Trl"_6r- Sb1S j H.44,(,ERS ( S IM.PSOn) .5I-KOn/G- It S)' . DbUQI.''� So`sr 9Yj-.T/15 U59 I fir 29.5 W P29.S—z � � 78 Tft �15 �� US`[i a = `ri' .2• l � .. 8 8 '1,,i P 211.88 - 2 J VV P 11414'- 2 Gv.0 1"g- . l - A LL .. P.AR-Tt.Tz-e, WS lA IYF, DIf&'Tca41 o F �"D�.SJ v.s�, po 8 LI. 3a.� S 7� urJ��� A/A-/-c-� 2 - ArLL 77&4dS✓IMPC :/PA*t7i7-t-or/ WA-W-Sl To JT0I5574* USt BLodeddG aC4 V va NCIH CI N N G� "FL o—bEAm S 3 BASIL MiwT— 3(,0 PL2 . Ta, ati a5 r R �P-o L-o.� 10-5 tPLF � �. � USE 2- 93 3ag2=._��04 # lJ5 W P9 - 2 �� MIT9—Z JAAtnfGILRs I. '6--z- t• 'F rc, Ri R3 � ` 4 -eon 7 ti 9-2 L lVti- lobo -7I0 ( vPP6c) - 320 103.0 FL!z D1jA,o 1.aA o _. Z ► 3. 54 (,LvWs-IL = 417 FLF . �.9 M L 2 OS64 PLS SbSb 19 �� _ 3o 19 # U5� GLTV 5,51 (4--4Co�.2S � t� W W W xxx YIWh coo FA 00 �C4 aao AAA rnn (0) FLoo2 U 2v, -MS (CPA1T B3 LAr) �AD 3 3 a PLF ,n R `i fit. 8600 # U5£ fav ST�1,JDiD SPE �q _ 4 1 000 U S ; �/8 ivk: /AAs'- G*_ LJ( 2 f'vUnl DArTZa �I v nl DGrc, ?� EI U5 3: X 3 X' . I Z' 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS . CA -� N T 74 _4 - w r f J w 0 7D F'Loo g 137 L i Vi£ L jAo = 58o (ufP62) . f -55o (Lowe _. 93v PL kO to �o = z 5 v (WP&9) -t 4 s C Lo,ict) �z USIc 3 — I 3�i M L �37q LF P Pr LCpal , -L%v6- 1-eA,-o lo 23 ��� A -U DxJ, 161A 4� � z 147 �.i=8X79 2z I65's #. USS : rz CC 5 -- 6 �A�JG�fL T Poi S eA-d 2' USS 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 2l - 'fir°� b Sgt r►� do a ,?t ,9x�®�>�,� Ys aI I vaj l0 log N3+� v N Z 1 X� 29 41/1 aya N 01)e IQ- • s -7i -v 1 �s �'�WS '7-53o n - I �/viloc�l o'! (d � �g I � � N 1,.�oaJ ,�►� �Q ' S x��b � � � s� 2 7 d S 1 b y b OZ 1(7 u 2 -j 0 tib = og� + 09£ _ �n(7-ao'J Ts LbjldlbV, 9Z�, W �a/g W N"M W W N Sz; ogo N N N -4-4 N N N • foo 4✓GS p6/L/ylclT 2 Fro % id65- eaof-..Lld2 = 1.6 .��,5— V 3 3 -z-PLF`I- ��� W W W W W W N N Z IL ^ 91 Q 91 L IPG N O O O N- C4OO AOL Z I '1 �cva �v� C4 C4 r �jc�. (, AAA, _ Z 3 O 3 t� US F m I-?x 8 y . D.0 Us C- % 2 4 ��,/�, IbT- A-K-S' VA- f-o )CVoTin/G -al�,4-u f2( C-1.8 A, we) ~Dec?) SHEAR WALL SEE PLANS FOR TYPE FIRST FLOOR SHEATHING SEE FOUNDATION PLAN FOR ANCHOR BOLT SPACING #4 TOP BAR #4 BARS ® 32" O.C. STAGGER LEGS SEE FOUNDATION PLAN FOR FOOTING SIZE i-- 2- #4. BARS CONT EXTERIOR FOOTING DETAIL SCALE: N.T.S. 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Z C L (A o V\ �p po . � N 0 cn ,� N r WHEN JOIST ARE PARALLEL TO WALL. BLOCK 3 JOIST BACK FROM WALL. NAIL W1 10d O 3' O.C. We PLY WD. W/ iid NAILS STAGGERED • 3' O.C. .,I -CONG. SLAB. i ATGra-QA-fP A.H. s 24' O.G. PLACE JOIST AND i e' CONC.OR� 9 G• HANGER TIGHT AGAINST WALL. osp CM.U. WALL. A • GLR 04 012' O.C. EA. WAY. 2x FIRG W/ 11%• RIDGID 44,, . bk% INSUL. WHERE �O.o OCCURS •4 DWLS. o CONC. SLAB b 24' O.C. WHERE OCCOURS A b 2-04 CONT ( Q N N T�� �t WAS Z� L4 5 GEMENT WALL DETAIL W W W xxx VI VI N cc 0 N O O N C4 aaa AAA C4C4(4 La -AD D aA)A-L i ss► s, I_ w►jO w's) go tw, lJ O 1. o ofd W = 5 _�-2-x.4, �OZO% �. A T" a-�i-7 15 'tel iR00 /fl-- .� f �.o Ago L � YJ'..... j � = 1403 I—�Z�'— -f- , 9 o3 = 4,13 I*F��C-I-W Mfrs -i✓ , !� ��. /%T; 2 0'. /s . I Ic CQ ! .23 2s--3o� , �_ Zo. 17 C� Ce 4'3 21 U5/ i . U6 A4 fi4ot) Z cc,'Al - — C Z. / lJ O 1. o ofd W = 5 _�-2-x.4, �OZO% �. A T" a-�i-7 15 'tel iR00 /fl-- .� f �.o Ago L � YJ'..... j � = 1403 I—�Z�'— -f- , 9 o3 = 4,13 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS . I 01 —00 r I N� �.rc w . v o 01 —00 22-141 50 SHEETS nm�'vwo 22-142 100 SHEETS 22-144 200 SHEETS N .� II v 22-141 50 SHEETS nm�'vwo 22-142 100 SHEETS 22-144 200 SHEETS N i ___ H N N coo h O O .� N aaa AAA rrn (k 2 M., co I/ Z TC �✓ Z o: 3 V` 4.� �,� 31 z, -JOS- A/ 1 GJ 35's A2 I.4 Zq . 3q -{- R �. Loog- w = /BSS -I-6 50 , 0 2,a. _ X13, � es Zof --" Z 1 �k 3-57.5- )K : 0 2 = 2. � k•, Ps 12 , 0,9 k �S .(.Z 1. 9z•2g -2g+ -Y39 _x.75 vi� ,2A-6 ,1 �- .3g m<4 T J> FL-Oo-A-E-&-AM14G PL.a 'I" ;ri 14 sC C.: 1/8- = I= 0 n w 8 /z2--111 I F 3 O22-141 SO SHEETS 1 22.142 100 SHEETS 22.144 200 SHEETS sffE-A-e- WALL SQA 4iLt>uL-F s If,�2 ►,/kLL llIA. � L. •S-17 c ,� S P� 4 G � rnl c 1+� S o. MAAr6-1UA'(r d evGE FI�L� �,�cb q 3/gam CDX PILI WD. 3 �:L 1 at f S, of's of l7 3/$y C -DX PLY wD. 3 I Z jZ�� ZOO onl odd 5ioe or w✓u,L • v 11 3i$y ��x pL� Wb I Z I/2�� 16 ��6I S�OEs. Sim c- o� wa-u 3 All N 12 3/g `e > x PLY V40. f3oT,4 SIMS of wAiLL N &T4 51©6S o �/AI.� N 3/F, COX PL`( wo , .� �Z `f t0 BATH S � �>L S o w WAI-l. 3 •' /vmL SIZcS .0 `J 6a K.I. Enaineerina DIAPHRAGM AND SHEARWALL ANALYSIS Floor Location: UPPER FLOOR Lateral Load Direction: N -S She DL(p1f) Panel Q., 2 10 v.e.rturn. Moment She DL(plq Pan:,, Deck 3 10vertur"n. Moment 'Shear Wall Symbol A No. of Shear Layers N.. It .... .... .. ........... ...... .... ....... Edge Spacing (in.) hold -Z in -. ............ 0 ............ . Length of Walls for A.S. (ft 13.0 9.51 1 41.5 1 16.00 -00 80.0 .......... ......... ........... 30316 .1- 40 1466 ............. 3 5 7 NIA N/A . ....... ........... . .... .... ... WX. X 2 2 t N/A NIA ...... '8s#€<< ... .......... ..... 3 4 3 6 NIA N/A 4. ..... .... .... .... ft ... -:N/A" -9.0 .... 13.0 9.628.5 ........... ........... 20 10 34; N/A 8/22/97 K.I. Enaineerina DIAPHRAGM AND SHEARWALL ANALYSIS Floor Location: L6)4tA FLoo?, Lateral Load Direction: N -S Shear PL(plf) Pan 2 1Overturn. Moment Shear DL(plf) Pan 3 1Overturn. Moment , S , hear Wall Symbol No. of Shear Layers ..... . .. .......... .. . ........ Edge Spacing (in.) . Length of Walls for A.B.(ft 35.51 1 18.01 1 41-c 7220.0 12100, 100.0 -12100 A9 ........... ....... . ....... i�� Lik� 5.00 ...... 18.00 12.50 1a D 1D .. .. ...... 100.0 100.0 100.0 451251 1 837691 1 61735 4051 100.0 100.0 100.0 ........... ....... . ....... ... .... .... ... ..... . .............. . ..WA ...... 27075 2-- 37231 59265 2 8925, 4386. -3 3168 NIA 3 N/A ..WA 2-- WA 2 ............. -WA -3 3 N/A 8.0 26.0 28.5 w.......... WA WA 10 20 Is NIA N/A ..WA NIA WA N/A -WA NIA N/A N/A NIA' 14/A WA WA 8/23/97 ?35 K.I. Enaineerina DIAPHRAGM AND SHEARWALL ANALYSIS Fl6oF Location: UPPER FLOOR Lateral Load, Direction: E -W She DL,pll, Panel 2 : Overturn. - -. Moment Shear 'DL(plf) Panel NOW 3 Overturn. Moment Resit_ g�iVvien Wilt (lb.) 21.51 1 35.0 21.50 35.00- 1 24.00 2 1 ":;::::Said 80.0: 1 80.0 80.0 ............ ... 57120 ............. 44320 51760 3fl49D "'.23I 2081 ....... ............ 328 ......... ............ 1513 . .. ........ ....... .. 11 so.o .0 6.00 g600 9440 1413 8/22/97 ?9E) 3 1 2 1 1 WA ......WA 3 '-4 6 6 N/A .12 .............. ... .. 21.5 35.0 . 24.0 6.0 6.0 ........ A .... . 4 ....... .. 20 1 36 1 24 1 36 1 36 NIA K1 Enaineedog DIAPHRAGM AND SHEARWALLANALYSIS Floor Location: LOWER FLOOR Lateral Load Direction: E -W . . . . . . . . . . . .... ..... . . . . ... . . .. . ...... ..... ........... . C NT. NIA .... N/A . .... . . . . Length Between Walls (ft ........... Panel .. ...... .. . .... . .. ...... .0 N::» N/A .... . .. ....... 4 Overturn. Mqmp!4. (lb.ft) StrutjLength N/A ......... 40.0 NIA 23.0 N/A 24.0 04 Wit. WJ aw . .......... ....... . .......... Strut (lbs) ... N/A . ............ -WA U ....... Sb ........... . N/A . ..... .. ........ . .......... . ....... . .. ....... ......... ...... .. ... .... Tota (Ibs) 14500 Shear Wall Symbol 11250 6 13140 SAI V. P Thi...... .......... . .... Length ( ft.) 40.00 .No. of Shear Layers 23.00: 2 3. 00 2 .. . ........ ....... 0. d . .... . ... Shear DL(plf) ....... 100.0 Edge Spacing (in.)4 ...... 100.01 . ..... . . ...... 100.0 Panel 6"dW1 %. -, ........... ........... 3 ......... 9 ................ .1 Overturn. Mp!qeq.t. (lb -ft) 145000 Length of Walls for A.B. (ft.) 112500 40.023.0 2815-7' k, 00, .... ..... 18.0 . . ... ..... Uplift (lb.) 2285 A.B. Spacing (in.) . . . ....... 9285 12 ... . ........... .0 . .... 9 . 0 11 ..4121 .... . ........ Length (ft.)...........15.00 ......... 64* . . ........ ...4 .0.0 Shear DL(plf) 100.0 Panel 5. i -W ...... 2 Overturn. MpTep.t(lb-ft) 103243 0 4... .. .... ........ A 25.0 . ..... Uplift fib.) Shear DL(plf) Panel 3 Overturn. Moment Uplift fib.1 Shear DL(plf) NIA N/A Panel Q Im t . .. . ......... I ....... ..... WA . .. ... N/A . . ....... ............. . . ........ .......... .. ...... N/A .... . .. ....... 4 Overturn. Mqmp!4. (lb.ft) N/A ......... ........... NIA N/A .......... Uplift (lb.) N/A -WA N/A hold ym .. . ....... ...... .......... Shear Wall Symbol 6 5 Thi...... .......... . .... .No. of Shear Layers 2 2 1.....- 2... 0. d Ad Id Edge Spacing (in.)4 ........ 4 ........... 3 ......... 9 Length of Walls for A.B. (ft.) 40.023.0 .... ..... 18.0 A.B. Spacing (in.) 12 . 0 11 N/A NIA N/A WA N/A N/A N/A ......... NIA N/A .......... N/A -WA N/A 8/22/97 f,q � W W W N N N coo N O O ^ C C4 Re ava AAA 04C4CIF (�v WIA16 CgLL.A-� tvk4- ' : 9 LoAo,W LA -0 :.,Z0 FS r- DGAo,- t*A-0 �S LA -g _ S Ps r - Sol L AoV 4 S _ (% F S F Toile L 112 ('Sia ��2 2. 4 X15✓£ .b 2 Rpfl NA Q U5C : zA F44 10, 'zD & rT M . .� Nov -03-97 05.:02P Jim Emami 209 368-2548 P.O ,., • EL Loxes t3�A M5 L �l� `0.4, 3 �' fiR,: z ►Z 3 61 ko- 3X24�.T. L M L A L�o�. Y►✓E % 1) 674 i N GLTV 3.59 jA,1 GIE25 F, 2 2 K3 -7io juepCit -fir 3Z0 Ct.o,.,K_Rj s ip30 Lir b1. A `a R , �) r a 5 ( SI A ra VJ -,.IA . Lb AO = f 67v PAF 6 5 1 7- -# f; Z. 1576 �3 _ � 7 v3 USi: 1 G LT✓ 5.59 NOV-03-97 05:03P Jim Emami FLoo afAM S f . �7 209 368-2548 P.04 R RZ C-3 N N N L i Vlr, j4A+' —. 58o (uppE-(t) -j- iso (,LowU PL r 2svT4s CLo j FL e~v 34 /37q f Lr- :r� Us.E 3 --1 X 041 Pt's-(.qvj. LTJ f LoA-D Z O 53 PLS 1161 Fti. ✓ z Y 1 65-5-0 ., USS E c c s't _ 6-FA�JGL T PosT 141A -{J- Po'sF : v5c us/, j=os2 5 y ML Nov -03-97 05:03P Jim Emami O-1 rLoo2 2&,N, -MS oJT• ) r') 209 368-2548 P.0 tNz 2 /9 � I I 1 t,' 3/ct7 L% VG- to A -G) = 3 3 a LP* %R , P R i L F Use z — c 3;I x g'Z M �-- i�i - 171(, -# R z 3432 USS, e W'9 CDL UM n/S SPAY -eR--k �l� ' ,Goo ~4 4 o, K US ,E i 3�z S rA-.,J,DsIt�-J � PE �'a. 000 Foc/nIOA- a.,z vNncrc Z E f A LLo,V . Soy o f�> v U5g 3 X 3 X t Z DQE!' r��� �; �..� 7 USX 341 F-A-cA+-wAy ❑A ,( Z _ Cf-Alr L 60&J/ -a 1 t US /f- m 3/z- X 3 t /z X 1-2 D� >~ cst i �J G J. % -- $#- g EA -C-" ��� 0 - A $/1,� / 1'7 Foo % /✓GS r��i/Li �I,ETEiZ �o i ✓G� o be -2 FL.mtZL,vf. 36o +186 = S4o FLF Qo Lova _ ► 6 `! 3 3 Pur 2 C&vp- �c Zfl q� g 1 'PL F Z FLAIL 7L _ I .6 Z PL z E,X,T-, Z 3 �c + o 23 0 t C -Ta -i-A, 1, = i 6 7 i P L r - 11s : q//X 8 Aw CZ d bbl F,> i t o )�voTin/G x 8~ U s, : z y (-I&"' we) SQL c4/q-u-S A 1.3y + • jipcto Z = 9,S7-4 a R.-k� kkA `p = 5 -5-4 trr z .� L) 5� r 3' LJ,F x y X / N F4 Vi iD E e 3 9C-- x sHMAq- ti/P. + 2 X I2 9F�p L,�,iGTld o� rc?,>i,,,J( Fav+ Lijil S4 -Z, L �aGfN D� Fev I;ni (� ROtl 2 U 5f 3 ,Li of x 6',o z.` O&Ae F&UTI,J 6 La -JG. � 411 C D714 DIAPHRAGM AND SHEARWALL ANALYSIS Flool Location: UPPER FLOOR Lateral Load Direction- N -S & 10/22/97 Pg 40 .-V-::.� NT. l-ength Between Walls (ft.) . ........ . ..... .. .. ......... ... ....... ... . ....... .. uniftrm' Load ... ...... .......... . ......... Strut ... ......... 21.5 35.0 24.0 ....... 6.0 6.0 . ... ............. . ......... ... ....... .. . . ... ..... . . . .... ......... .. .. .. ... . .. .. ....... .1 ..... .. :::- :.-. . ......... . ...... ..... Strut Force (lbs) :- .. ...... .. .. .... . ...... ........ ... Sheai ......... .... ...... .. . ....... Total Strut Force (lbs) Strut .71.40.0 5W.0 6470.0 1160.0 ....... ............ ........ .. .J walt' .......... .. Length 21.50 35.00 24.00 ....... .... 6.00 6.00 ", - ot: Vt!:)::: ;00 . ........... ............. ........ . .. ::—:4 zo .... . '00 ....& . ..... .... Shear DL(plf) 80.0 80.0 ......... 80.0 ... . . ..... 80.0 80.0 Panel 0"46t'fo'r':' VL . . ....... .... ........ ... ...... . ........... . ...... .. .1 Overturn. Moment (lb.ft) 57120 44320 51760 9440 940 ............ . . . ......... . . . ....... . . .. ...... . . .......... .. . ........... :23D40 ........... ......... ..... �:.::4440 ..... ... ...... ... .. . .. ....... . ...... Uplift (Ib.) 2061 328 15.1. 3 1413 1413 . .. .......... ...... . . Length .(ft.) .. .. ..... . . ...... ............ .:::::........• .... Shear DL(plf) ...... . ............ ...... Panel Deduct:,fbV.:vv'itwoiiii!tft;.)' ....... . . ........... ............ .. . ....... 2 Overturn. Moment Qb.ft) ..... .... .. ...... . .......... ... 06064w.: . . ......... . ........... . . .......... ............. ........... .......... . Uplift.p.). ... . ........ .... ...... .... .. ym.... ....... Length .. ......... . .. .. .. ........ ...... ........... .. . ......... ........ . Shear DL(plf) ... ... Panel Dwadift-w- nd6iiilft-) . .......... . .. .............. ........ .. .... .. .... .... ... ........ . .. .... ... ..... . ... 3 Overturn. Moment (lb.ft) ........... . . ............. .......... ............ ... .. .... . ....... Uplift (lb.) . ... .... ........ ........ ... .. ..... .......... [Haub" ... .............. ... ....... . ... . . ... ... Length (ft,). ............ Shear DL(plf) ...... Panel Wl dWiseff jidii(AIL-) ........... .. ......... ......... 4 Overturn. Moment.(Ib.ft) ... .. ........ . ... .. . ...t ... ........ Uplift (lb.) ........ . .. . . ......... . ......... ............. . ...... ........ .... .... ...... .. ... .... Shear Wall Symbol 3 2 2 WA........... PhViclod.: T .. ..........°; era:::. . . ........ zre...... . .. .... No. of Shear Layers WA ::-NIA': Edge Spacing n.) ..... 3 '1 4. NIA ... P. ....... . fieltt .. . g . . . . ... ...... .. ............ ... ... Length of Walls for A.S. (ft.) 21.6 35.0 6.0 .... ....... ... * .. . ...... :.:: .... . . . . : ..... .. ....... . .. .. ........ . . ......... .......... .. .): .................... ..... . A.B. Spacing (in.) 20 24 24 35 36 WA 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS W Cb Aho M Z c - ... \ N � D •� � v tn �� II Q O :- W 'i, q ;s WON rr... i O��111�tIIlYipill" 4;! • � + Y 0 x tfount u e L A N D O F NATURA L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT O DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPH NE: (916) 538-7541 FAX (916) 533-2140 10/6/97 A.P.#OL39-560-038 WITH REFERENCE TO THE ABOVE SUBJECT, ATTACHED IS: [X] PLAN CHECK LIST [ ] RED MARKED CALCULATIONS ['] RED MARKED PLANS [ ] OTHER ACTION REQUIRED: - [ ] COMPLY WITH PLAN CHECK LIST [ ] RESUBMIT POLANS WITH REVISIONS AS REQUIRED [ ] RETURN ALL ORIGINAL MATERIALS AND REVISED PLANS TO THE BLDG DEPT. [ ] OTHER SHOULD YOU HAVE ANY'QUESTIONS, PLEASE CONTACT THIS OFFICE AT THE ADDRESS OR PHONE NUMBER LISTED ABOVE. SINCERELY, MARTHA WHITNEY - PLAN CHECKER I • HOWARD SLATER 3731 MOREHEAD AVE CHICO, CA RE: B.P.#97-2101 ' tfount u e L A N D O F NATURA L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT O DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPH NE: (916) 538-7541 FAX (916) 533-2140 10/6/97 A.P.#OL39-560-038 WITH REFERENCE TO THE ABOVE SUBJECT, ATTACHED IS: [X] PLAN CHECK LIST [ ] RED MARKED CALCULATIONS ['] RED MARKED PLANS [ ] OTHER ACTION REQUIRED: - [ ] COMPLY WITH PLAN CHECK LIST [ ] RESUBMIT POLANS WITH REVISIONS AS REQUIRED [ ] RETURN ALL ORIGINAL MATERIALS AND REVISED PLANS TO THE BLDG DEPT. [ ] OTHER SHOULD YOU HAVE ANY'QUESTIONS, PLEASE CONTACT THIS OFFICE AT THE ADDRESS OR PHONE NUMBER LISTED ABOVE. SINCERELY, MARTHA WHITNEY - PLAN CHECKER PEERMIT APPLICANT HOWARD SLATER ASSESSOR PARCEL N0. 039-560-038 PERMIT NO. 97-2101 DATE 10/6/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. VENTILATION MUST BE PROVIDED TO WINE-CELLER/BASEMENT. SHOW COMPLIANCE ON PLANS. SECTION 2317.7 2. PROVIDE EMERGENCY EGRESS WINDOW OR DOOR FROM BASEMENT AND FROM WINE CELLER PER SECTION 310.4 UBC. SHOW COMPLIANCE ON PLANS. 3. CONNECTIONS FOR UPLIFT ON REQUIRED TRUSSES MUST BE LOCAED ON PLANS. CURRENTLY ONLY FOUND IN CALCS. 4. TRUSS T9 NEEDS TO BE SIZED FOR MECHANICAL LOADS. SUBMIT TWO COPIES - DO NOT FAX. 5. ENERGY CALCS 5.1 THERE IS MORE THAN 1 SQ FT OF GLASS.IN FRONT DOORS. THEREFORE, PROVIDE 40 SQ FT OF FENESTRATION IN CALCS. 5.2 SIDE LIGHTS TO FRONT DOOR PER MEASUREMENTS ARE 8.6 RATHER THAN 7.8 EACH. 5.3 WINDOW ORIENTATION AND SIZES ARE INCORRECT FOR MASTER BEDROOM/LIVING ROOM WING AND MASTERBATH DINING ROOM. RECHECK - REVISE. 6. PLAN IS IN LINE UP FOR STRUCTURAL/LATERAL REVIEW. rj a MARTHA If .you wish to discuss any requirements, you may contact between 1:00p.m. and 4:00 p.m., Monday through Thursday. . - PLAN CHECKER me at (916) 538-7541 u to ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,,. Howard Slater 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 3731 Morehead Avenue TELEPHONE: (916) 538-7541 Chico, CA 95928 FAX: (916) 533-2140 Re: Single Family Residence Date: 10/20/97 A.P. No. 039-560-038 Permit #97-2101 0 PAR -0 IV 5/ 5 With reference to the above subject, attached is: [x] Plan Check List ~ [ ] Red Marked Calculations [ ] Red Marked Plans - [x] Other: - Special Inspection Policy Sheet Action Required: 1 [x] Comply with plan check list [x] Resubmit- Plans with revisions as requested [ ] Resubmit calculations with revisions as necessary [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, George R. Kellogg ' Plan Check Enginee cc: Robert Heaton 2044 Palm Avenue Chico, CA ' 95926 ; f SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Howard Slater Date: 10/20/97 Permit #97-2101�� Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Questions related to the design calculations by Jim Emami: lease indicate the load pa �b., including connections c oad- om the roof diaphragm down through shear w '' 3'to the foundation. Where are the web stiff's, mentioned on page P6 of the design calculations, shown on the plans? Typical joist hangers called out in the lower floor framing plan on S-3 have the single and double joist hangers the same. This is contrary what would be expected and the design calculations page 20. Please check the situation and revise the plans as necessary. 1 , V ; GPM Pf'�TA R Lf�6 I r-� 4T Mit- It w ,,V41Where are the joist hangers called out on pages P21, P22 and P23 shown on the plans? The patio framing shown on the plans does not match the calculations. Please check and revise as necessary. LA' )***The deductions for openings in shear panel 1 on page 40 of the calculations appears to be greater than shown on the plans. Please check and revise the design as necessary. Check the overturning of individual upper level shear walls along lines B, E ,i/3/f� and F. Provide special inspection as indicated on the attached Special Inspection Policy Sheet. Provide the name of your proposed special inspector prior to obtaining a permit. The 7 special inspector must be approved by the Building Official. �. Provide fill specifications for structural fill to be used, include required minimum relative compaction. (— � ;- '7 �- (M F'E'6TC.,1 00l..F Indicate the thickness of the basement wall shown in Section B on Plan Sheet S-6. d) Provide the additional items requested on the Permit Application Data Sheet .�Q�rr� V�L�� 'c nlan .•hart In**er .l.�rerl 1 (1/(�. And when recorded mail to: Building Division #7 Countv Center Drive Oroville, Ca. 95965 j,97-037032 I Recorded I + Official Records I County of I Butte 1 Candace J. Grubbs i Recorder 10:22am 2—Oct-97 Rec Fee 8.00 IHF 2.00 Check 10.00 PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described. herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHE:,) Date: - Z(j� / PROPER wNERS: , c tJUPI t�y Howard H. Slater Diane F. Slater State of California Countv of I ) On GlJ vl I before me, (_ [�j'` ` r �bv�', �1 PlAkf I C, peirsonally appeared l V �lil��Ul I 1 Sa c 4 a. ,,b 00 �� (SW fr personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/arc subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r a K41 IN AEZB CO"A - 4/082350 Ir" b9` NOTARY PU13UG-Q4uFopN1A Signature(-' Seal: V s.: ` . COUNTY Of©UTTE O My Ceram. Expiros March 24, 2= -i NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.- ........................... .A. Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a m. - 3:00p.m. (Monday - Thursday). OVER DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: Lot.. 70,� as shown on that certain Map entitled,"SUBDIVISION NO. 2 OF THE MOREHEAD RANCH", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on February 5, 1926, in Book 10 of Maps, at pages 8 and 9. EXCEPTING THEREFROM the following described two parcels of land: (1) BEGINNING at the Northeasterl-, corner of said Lot 70, sa_.d ccz:.er being the intersection of the'Southeasterly boundary line of Morehead ?:venue and the ::crthwesc.erly bc:::.5.arz line of Fiver ric .d; t. a.--ce Scut h - westerly along the Northwesterly boundary of said Lot 70, a distance of 231.5 feet; thence Southeasterly parallel to the Southwesterly boundary of said Lot 70, a distance of 91.8 -feet; thence Northeasterly parallel to the Northwesterly boundary of said Lot 70, a distance of 163.7 feet, more or less, to the Northwesterly boundary line of River Road; thence Northeasterly along the Southeasterly boundary of said Lot 70, a distance of 114.1 feet,more or less, to the point of beginning. (2) COMMENCING at the Northeasterly corner of said Lot 70, said corner being the intersection of the Southeasterly boundary line of the Morehead Avenue and the Northwesterly boundary line of River Road;thence South- westerly along the Northwesterly boundary of said Lot 70, a distance of 231.5 feet; thence Southeasterly parallel to the Southwesterly boundary of said Lot 70, a distance of 91.8 feet to the true point of.beginning for this description; thence Southeasterly parallel to the Southwesterly boundary of said Lot 70, a distance of 221.6 feet, more or less, to the Northwesterly boundary line of River Road; thence Northeasterly along the Southeasterly boundary of said Lot 70, a distance of 275.5 feet, more or less, to the intersection of the Southeasterly boundary of Lot 70 with a line parallel to and 91.8 feet Southeasterly from the North- westexly boundary of Lot '70: thence Southwesterly .parallel to tne. North - ,westerly boundary of said Lot 70, a distance of 163.7 fee more or less, to the point of beginning. California License # 453735 d. ! Slater & Son ; GENERAL CONTRACTOR Nevada License N 26751 October 24, 1997 Butte County Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965-3367 RE: Permit No. 97-2101 Howard Slater Residence Upon completion and occupancy of the above referenced residence it is our intention to vacate the existing mobile home on this lot and remove it from the lot. It is our intention to have only one residence on this property. If you have any questions in this regard please call us at (916) 893-3333 during the day and (916) 343-4044 during the evening. Thank you for your consideration in this matter. Cordially, 'L Howard H. Slater Diane F. Slater C -C4 OCT 2 7 199 BUTTE COUNT`S BUiI.I�11�G •Di�1�I01°3 3753 Morehead Ave. _ - Chico, CA 95928 - (916) 893-3333 1-800-363-1335, Fax: 916-893-1774 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 E,� COUNTYRECORDER SERIAL NO. 7d3 RECORDED AT THE REQUEST OF - MID VALLEY -TITLE COMPANY DATE RECORDED:. �1 TIME: jt-wfso /'\ (YN 3 NOT COMPARED W H 0RIGI11 AL DOCUMENT ,97-037032 OCT 021997 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers-, and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propert situate in the County of Butte. State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED Date: - Z�— % PROPER wr1ERS: Howard H. Slater State of Calafor� ) County of�/�--� ) On 1 I before me, , Diane F. Slater personally appeared-��uv�a,it;� �� L , ApCL. 'U10 V70 (- O �� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose_na_me(s) is/are subscribed to the 1within_instrument and .acknowledged .to me that-he/she/they executed t -he -same -in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. - (� a C00M.0109236J NOTARY PUSI _ Signature Seal: v s.; COUNTY OFrjMr. 0 rry n My CCM- SOMS MITA 24,2= A u , ,jr, r? O I 97-037032 ,97-037032 97-037032 t _ ,O .97-0370324-✓Rec Fee 8.001-1 1 I HF 2.00 0 Recorded I Check 1/ 10.00 O I Official Records I County of.- 1 Butte 1 Q Candace J. Grubbs I r 4 Recorder I 10:22wff 2 -Oct -97 I PUBL XX 2 0 - - i ESCRIPTION: /Butte, ll that certain real property situate in the County of State of California, described as follows: Lot. ?4, as shown on that certain Map entitled,"SUBDIVISION NO. 2 OF THE MOREHEAD RANCH", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on February 5, 1926, in.Book 10 of Maps, at pages 8. and 9. EXCEPTING THEREFROM the following described two parcels of land: (1) BEGINNING at the Northeasterl-,r corner of said Lot 70, sa_..d c-or:.er being the intersection of the Southeasterly boundary line of Morehead venuz and the i.ciihwes,:.erlt bCv:a•j. -rf iiie of F Ver jlv. d; ti ance v: lut westerly along the Northwesterly boundary of said Lot 70, a distance of 231.5 feet; thence Southeasterly parallel to the Southwesterly boundary. of said Lot 70, a distance of 91.8. feet; thence Northeasterly parallel to the Northwesterly boundary of said Lot 70, a distance of 163.7 feet, more or less, to the Northwesterly boundary line of River Road; thence. Northeasterly along the Southeasterly boundary of said Lot 70, a distance of 114.1 feet,more or less, to the point of beginning. (2) COMMENCING at the Northeasterly corner of said Lot 70, said corner being the intersection of the Southeasterly boundary line of the Morehead Avenue and the Northwesterly boundary line of River Road;thence South- westerly along the Northwesterly boundary of said Lot 70, a distance of 231.5 feet; thence Southeasterly parallel to the Southwesterly boundary of said Lot 70, a distance of 91.8 feet to the true point of beginning for this description; thence Southeasterly parallel to the Southwesterly boundary of said Lot 70, a distance of 221.6 feet, more or less, to the Northwesterly boundary line of River Road; thence Northeasterly along the Southeasterly boundary of said Lot 70, a distance of 275.5 feet, more. or less, to the intersection of the Southeasterly boundary of Lot 70' with a. line parallel to and 91.8 feet Southeasterly from the North- wester lv bounda.c•y of Lot 70- .:hence aout::•r;e t•:.r:.y .parallel to tire. North- westerly boundary of said Lot 70, a distance of 163.7 fee-.:, more or..__.. less, to the point of beginning. l � � � �� dam. ��iq�� �g #- 17L81-IT16 PERMIT NO. 4481-80P ; E PERMIT EXPIRES OWNER' Howard Slater CONTR. owner ASSESSOR PARCEL 42-22-29 port. LOCATION S/S Morehead Ave., app.400'W.of Chico River Rd., lot 70, Chico Temp. Power Pole ./ Called PG&E Tem lec. Service Called PG&E 2-- A'r'Yp• "as Service a Calf &E JOB FINALED (Date) Q� Signature V = OK 0 = Not OK y - = Not Applicable * = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. 4. Ftg., Garage; Soils -Steel- / /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 50. 51. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-BIockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -81 Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic ❑Yes 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents &Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral EYes ❑No 75, Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters Dyes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30_ Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Card B -I Card B -I _ __ ___ _._ _ -- _Date _ Card -BI Date Date Card -BI Date 79. Water Well; Disconnect, Electrical, Plumbing 80. 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House 82. Glass Protection Date - _ MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support 32. Vent -Fan; Exhaust above Insulation 33. Condensate_ Drain & Overflow; Size & Grade 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates Card -BI Card -BI Date 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - --- - -- - --- - -- -- - - - -- Date Card -BI _ Date Date Card -BI Date FRAMING(Plans) OK except q's Card -BI Date Card -81 Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: 3_6. 37. 38. 39. 40. Sills; Proper Material &_Anchors Walls: Studs -Nailing, Spacing & Bracing -_Plates_ -Sound Bearing Walls over Girders &_F_loor_Nailing__ _ Draft Stop in Walls (rat proof)_ _ Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41. 42. 43. 44. 45. 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shlhng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) R x« J.= OK O;= Not OK Not Applicable = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except Ws Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's oning Requirements—Setbacks—EAsements 1. Zoning Requirements—Setbacks—Easements oil especial MH Support_Sketch 2. Footings; Size—Depth—Spacing—Connectors _ ewer' ocation—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ter Location—Test—Easement Needed (Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing ectri .ity; Location—Clearances—Grnd.-4200 Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures Location—Test—Wrap:/. 4"'�--...:.:—+`-Nat.or /"L"ft./ "LPG 6. Carports; Windows—Doors_ tility Clearance 10 �Z� 7. Elec. Card -BI Date ..d $a Card -BI Date Card -BI Date Card -BI 'Date Card -BI Date Date Card -BI Date MOBIL.HOME INSTALLATION (Plans) OK except N's Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's oning Requirements— tbacks—Easements 1. Setbacks—Easements 2. oo 'ngs; S&e-S ing—Mar ,ne 2. Soils; Compaction—Structure Stability MH Test—Demand— Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining Electricity; MH —Cr s s— reams—Clues 4, Elec.; Receptacles and Lighting; Distances—GFI 5 n; MH T t —Flex C&6ector 5. Elec.; Pool Lighting; 15 volts—GFI ter; M Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed er and Sewer Connected—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Ex nsp.—Sketch -rt. of Occupancy (M g. Health Department Approval -11 10. Plumb; Cir. Test—Water Supply Test CAfrd B -I / ate /,R—X71C Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 51 under permit numberfor the following location: Owner " Owner's Address Mobilehome Mfg. Model Year Insignia No. Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date% By,. THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White- Owner, Yellow- Installer, Pink - D.P.W. — COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Nvenue, Chico — Phone 343-4211, ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION IN®iICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinande' exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 0 1 r�M r l 5 "zs 1 40d 9. Electrical A. is service large enough to provide adequate ampera.ge-,to mobilehome'(must equal rating of mobilehome,with a minimum of 100 amp) and other-fac-ilities on,lot, i.e., water pumps, garage, cabana, etc.? Yes_ No_ t, y B. Is there proper clearances around panels?- Yes No C. Is power supply cord or feeder assembly properly fused? Yes_ No_ D. Is continuity test satisfactory as -per the following procedure? Yes_ No_ 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. in the mobilehome to the "on" position. 3. Switch all breakers and switches 4. 'Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and,,appliances, shall be tested for continuity from such equipment and the grounding coductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly •conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the -chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing. TO 10. Is job card signed by Health Department for'water.and sanitation? 11. If everything'okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length_ Width Vehicle Serial No. t State Identification No. Additional Information or Comments: i MOBILEHOME INSTALLATION INSPECTION CHECK LIST :A 1. Is the mobilehome 1•ncated with required separation from lot lines and buildings and generally conform to plot plan? Yes_ No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes— No 4. Is the mobilehome level? (Sec. 5088) Yes_ No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes_ No C. Backflow - If coach"is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes_ No B. Does it have minimum 4" per foot slope and is it properly supported? Yes_ No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes_ No__ D. If coach is not State of California approved, does station have required trap and vent? Yes® No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes_ No. 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy LJater. C. Are all appliance vents properly installed? Yes_ No .. COUNTY OF BUTTE - D, PARTMENT OF PUBLICX16/53541 5,- 0-2-2- APPLICATION G PERMIT N0. n� 7 County Center Drive - Oroville, California 95965 - Telephone 9 „w .y APPLICATION AND PERMIT A55 -E550 PARCEL NUMBER ZO % %o BUILDING P f©I �^ o ER ®� TELEPHONE� S0. FT. OCC. BUILDING VALUATION O WNE LIN DR SS li O e - c CON RACTOR' NAME TELEPHONE CONT`.$CTn(JjZ'S�M/ ING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS ' Perm!e $ ARCHITECT OR ENGINEER LICENSE No. Ian Checking $ O 60 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ Q , BUILDING ADDRESS _ ® r PLUMBING PERMIT Filing Fee 3.00 /�� ��� Each Trap 2.00 Repair drainage or vent piping 2.00 C l C, T Water piping LOT NO. SUBDIVISION NAME PARCEL MAP . Each plas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomd�e Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remo 1 [:1Utilities ElInstallatiop_ Other ❑ Describe work: i"�� ,11L� �L��� w Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OR00V OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELING OR ADDNS. ( ACC`BLDGS.CCUP.&) 20 sq ft - 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 NEW CONSTR. U TI.OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea NEW CONSTR. (POWER APPARATUS IN NON-RESID. SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES 50 @ 25C BAL@10Q FIXED APPLNS. OR I Ex. Occup.(OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 3.00 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 a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. IKI 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. Heating Cooling Hood 2.00 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 a e harmless the County of Butte against all liabilitie , judgments s, a penses which may in any way accrue against County ns the granting of this permit. 3 /� X - Date T Sig ature of Applicant— Owne Contractor [IAgent❑ An OSHA permit is required For xcavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ c Land Development Fee $ /�-� TOTAL PERMIT FEE $ J 06 OCCUP. GROUP I TYPE OF CONST. I PARCEL PD J ND I ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OR OF PUBLIC By - MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ��-7,?.-�`� ��-Z�-� Receipt No. I7I��_ ��' WHITED. P. W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF -PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET n, 1. Owner's name: /y O lt)CL ✓'� /1 _ C i CZ v(E i– lCd �c� Fes' 2. Instal:ler's name: Q Vim P — 3. Is the site currently under permit? Yes f / No / / • (If yes, furnish permit number 14 `it ` 801 y E (HI) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 40. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of.all setbacks and easements? Yes/ No (If no, clarify ) 5. What is the mobilehome electrical rating? - /dy Amps 6'. What is the mobilehome site service rating? --------------------- oZ: �. :.:.. Amps 7.. What is the mobilehome site circuit breaker rating? -----------= - Amps S. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes No (If yes, identify the load and size: /�Z (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 3Ae-_ 10. What is the type of gas service? ----------------------------- Natural — LPG / 11. What is -the gas pipe length from meter or tank to the mobilehome? 12: What is the mobilehome gas demand? ---------------------------- (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) 5o 77 -fid bufT6 COUNi1 iUILDING DEPARTMENT APPROVC MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. L� v� 40 ✓' �6rvi�$ Ty-TySetup Model No. 11-4 Year Width o_Lj (ft.) Box Length &® (ft.) Tagalong or Expando Size /v � ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. (in.) (in.) - Footings (check one) Single 1. Wood either (in.) (in.) Footing Size pressure treated or (ft.)(in.) foundation grade. (ft.)(in:) (in.) (in.) 2. Other (specify) Center support locations* Center support footing sizes Supports (check one) %a x (in.) 1: Concrete block. (in.)(in.) x D E:]2. Other (specify) (ft.)(in.) (in.) (in.) 4 ---Tagalong or Expando,' show support details. *If center piers are other than drawn above, draw in. -locations, spacing, and dimensions. (ft.)(in.) (in.) (in.) Y/Zx 3 0 -- Typical Support (in.) (in.) Footing Size (ft.)(in.) (in.) (in.) S- G -- Max. Pier Spacing (ft.)(in.) q %a x -- Max. Overhang (ft.)I (in.) (in.)(in.) (ft.)(in.) *If center piers are other than drawn above, draw in. -locations, spacing, and dimensions. �j COUNTY OF..BUTT-E -"DEPARTMENT OF PUBLIC WOR S 41ERMIT 0 • 7 County Center Drive - Oroville, California 95965 - Telephone 916/534 _ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - ZONING G?d - z y �.� y ' BUIL IN T OWNER' ��•• Jam` TELE'P ONE SQ. FT. OCC. BUILDING VALUATION - OW E MAIL) G ADDRESS CONTRACTOR'SNAME TELEPHONE CONTRAC O 'S MAILING ADDRESS CONSTRUCTION LENDER AL/D UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ or C9 Penalty $ ARCHITECT OR G NEER'S MAILING ADDRESS Permit fee $ Q BUILDING AICD SS n •v`' Gl. PLUMBING PERMIT Filing Fee ,L0.00 iCd Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping d LOT NO. SUBDIVISION y,AMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets o Oo USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeX Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New Addition Remodel❑ UtilitiesX Installation❑ Other Describe work: — Permit Fee $ Q0 Contractor ELECTRICAL PERMIT Filing Fee /(,x.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD•L 100 AMP 2.50 NEW CONST. DWELING�D OR ADDNS. ( ACCLBL GS.CCUP,&\ / 20 sq it 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 m license is in full force and effect. y 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) 0 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 NEW CONSTR LTI-OUTLET NON-RESID,BRANCH CIRC ITS 2,50 ea NEW CONSTR. POWER APPARATUS & NON.RESID, (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50@� BAL@10Q FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 00 Misc. Wiring 6.25 Permit Fee $ , Contractor MECHANICAL PERMIT FiIingFee 3.00 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 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. Heating Cooling Hood 2.00 Ventilation FT 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and ha less the County of Butte against all liabiliti s, judgments, �Xd seswhich may in any way accrue:against s ' ounty in coe,-gra ting of this permit. _�� X Date Signature of Applicant — Owner Contractor ❑ Agent F1work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ Pg() OCCUP. GROUP TYPE OF CONST. PARc�L Po. ND 5s This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIREC OF PUBLIC By. P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date — o 5�L— Receipt No. / WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �Date:,-8/23/97 Customer : Slater & Son, Inc. Project : Custom Residence for The Howard Slater Family Project Location: Chico, California Design Calculations Governing Codes: Building Code: Uniform Building Code 1994 Edition Loading: Roof Live Load: 20 psf Roof Dead Load: 20 psf (total) Floor Load: 40 psf Floor Dead Load: 12 psf Wind Load: 80 mph(Exp. C) I Page 1 of '43 Scope of design Design calculations are provided for the above referenced project except roof trusses. Roof trusses are designed and provided by Longfellow Lumber Co., Inc. The engineer shall not be responsible for errors and/or omissions not in conformance with these calculations. Page 2 FRAMING NOTES 1. ROOF LOADS: LIVE 20th PSF:TOTAL DEAD: 20# PSF. 2. FLOOR LOADS: LIVE 40 PSF: DEAD 12 PSF. 3. ALL FRAMING HARDWARE NOTED SHALL BE "SUAPSON." INSTALL PER MANUFACTURER'S REQUIREMENTS. 4. PROVIDE H-1 CLIPS AT ALL FLAT TRUSS- TAILS (TRUSSES, T-1 THROUGH T -8,T-10 AND T-13. PROVIDE H15 CLIP FOR T14. 5. CONNECTION OF T-9 TRUSSES TO GIRDER TRUSS (T-14) USE U210. 6. PROVIDE DOUBLE STUDS BELOW ALL GIRDER TRUSSES. , 7. ROOF SHEATHING SHALL. BE 5/8" CDX. ROOF NAILS: 10d NAILS 6" O.C.@EDGE,4" O.C. BOUNDARIES, 12" O.C. FIELD. 8. FLOOR DECKING SHALL BE 7/8" CDX T&G. FLOOR NAILS: 10d NAILS 6" @ EDGE, 4" O.C.BOUNDARIES, 12" O.C. FIELD. 9. FILL-IN FRAMING SHALL BE:2x6 RAFTERS @ 24" O.C. MAX. SPAN 8'-0" POST UP, AS REQUIRED. USE 2x8 RIDGES AND HIPS MAX SPAN 8'0". 10.. ALL GLU-LAM BEAMS NOTED SHALL BE 2400 PSI MIN. 11. ALL HEADERS 6x12 DF#1 U.N.O. 12. EXTERIOR STUDS 2x6 13. INTERIOR STUDS 2x4 14. ALL SHEAR WALLS ABOVE 2ND FLOOR, EXTEND PLYWOOD TO ROOF SHEATING. 15. ALL NAILING PER UBC TABLE 23 -I -Q. CONCRETE NOTES: I. CONCRETE TO TEST @ 2500 PSI (MIN.) ULTIMATE COMPRESSION STRENGTH @ 28 DAYS, EXCEPT WINE CELLAR AREA SHOULD TEST @ 3000 PSI. SOULS: I. THE ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF (MIN.). 2. THE DESIGN ASSUMES A CLASS 4 SOIL WITH AN EXPANSION INDEX LESS THAN 20. 19 LL J of mr n FLOOR FRAMING PLa rP/CA(. T'J1 rf 7/5rJ a,%"Ir" �o. SCA 8/zn:197 fo�s'rD,�slG�l. �,��o•✓� �LvoR F 5 Lc% Lo ADD�t-o 1�� ADZ. CAD L t ✓ 1 A v L'�GsrC�. �L�c �>✓, ' '7"36 0' JS IMA: � �C . � s�/1-„l = l g ' 6 �� �� i S T 5"p.A-c� �✓G = l � � � G. �} LLvw✓. L �.✓E to A -p -- - . 8::,x.18 Z � Iso � .60,,6 PL � >. 5 3.3 �L a � /g•� 36a A -LC owl , T6 ► �-�- Lo A -O. —. $� 4l[j- > 6 9, 3 PL TZ �PA�. Tir/rsbr / Ui'-i. L WO I okp .48 I S1 h) ? ._ $ ° 360 =1.1, 8 PL (= ��. PLS. o I�-✓ 33 use I r 7QTr/t s- MAA,)C . — t �� s , �P - 6 a. c,. Q Use rl80 7T I/ �s �� o, k, "lsy w&qf cT 04 W W W N N N .N oo OO ^C4 AAA r04C4 g/Za /97 . I TIC JDcS'- DILSI6J AW - 280 ! v Colic -4 z � i 1.3 5 0... . , 2z 2z ` qy9. 41 326 , 328 120 q8 G� Lid - Rz I, 0 S ; )9 TiTr /s5 DP _W46 R0Z..'r, 4co .'a . � �o.d LH/` = logµ � To►�-l. p-l,(,o�J � 12�� 'lMA 1f 1553 651 1573 X21 77.Z Zo � 2O 'l 3�7 13.3 �� /97 .�DiS� SES✓G�✓ • its Li✓& G,��: 533 P!.¢ N VI N Coe in 4 O C4 I ! l o3 ##LIQ C4 CC44 C4 D#A-O L, A -O 0 r — L � 19 • � 5:4 k • —s�� eoNl�yTG2 �/� 2411 4 Ili 6 2� 1259 Syt f53.2 q9� $22, IZ42 (3'' /37,2. • L,/� 1553 651 1573 X21 77.Z Zo � 2O 'l 3�7 13.3 �� C'' a C 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS N .Q .a N WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name SP1 Woodworks SIZER 1.Oe 22 Aug,1997 17:17 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-----------------I-----------------I-------- I Comb. I Start End I Start End I Load 1 Full UDL Live 53.30 kips ----------------- No 2 Full UDL Dead 13.30 1 No 3 Part'l UDL Dead 90.00 90.00 40.00 11.00 No 4 Point Wind 7.90 5.50 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. I I ------- kips ----------------- I kip -ft I kip -ft ft I 1 0.73 -0.46 0.00 0.00 2.56 7.0 1 I 2 5.73 =3.36 0.00 0.00 29.95 5.5 1 I 3 6.13 -3.76 0.00 0.00 31.35 5.5 1 I 4 1.13 -0.86 0.00 0.00 4.05 7.2 VERTICAL REACTIONS ( -ve = uplift ) I 15.0 ft Load Comb. A ^ ---------- ------------------ 1 I 0.73 0.46 2 I 5.73 3.36 3 ( 6.13 3.76 4 I 1.13 0.86 [kips] : ' (6-0tJ 47 LLo,,�/, /'dor-i i.✓T . 31, z3 W,t- _ - I 1 15. Lf- (O.-ic ISI L o / R ) lJ5 E s S9C C �q16L; Td &Af-i 3,19 Tv 62 7 } 13 0 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: SP2 WoodWorks SIZER 1.Oe 23 Aug,1997 9:59 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-----------------I-----------------I I Load I I I Start End I Start End I Load 1 Point Dead 1.55 6.00 No 2 Point Dead 0.65, 8.00 No 3 Point Dead 1.55 10.00 No 4 Point Dead 0.92 16.00 No 5 Point Dead 0.77 18.00 No 6 Full UDL Dead 20.00 No 7 Part'1 UDL Live 37.20 37.20 6.00 22.00 No 8 Part'l UDL Live 16.00 16.00 8.00 14.00 No 9 Point Live 1.24 6.00 No 10 Point Live 0.52 8.00 No 11 Point Live 1.26 10.00 No 12 Point Live 0.74 16.00 No 13 Point Live 0.72 18.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): 02 SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end I start end I mag. loc. ------I-------I-------------------- I I kips I kip -ft I kip -ft ft 1 I 1 3.00 -2.89 I-------------------- 0.00 0.00 1----------------- 21.51 10.0 1 I 2 5.52 -5.54 -0.00 -0.00 40.36 10.0 VERTICAL REACTIONS ( -ve = uplift ) [kips]-: I 22.0 ft Load Comb. A ^ ---------- ------------------ 1 I 3.00 2.89 2 I 5.52 5.54 Co,r/�6GT4p To G �/�A 1�� I> P,*7, *AOGr2 G L 5 02 ���✓�/� c Tom,✓ id �A�� Ogg �°as u5e ; ��c File Name: SP WoodWorks SIZER SOFTWARE FOR WOOD DESIGN �C WoodWorks SIZER 1.0e 23 Aug,1997 9:59 COMPANY DESIGN DATA: code: type: database: material: lateral support: total length: DESIGN RESULTS NDS -1991 Beam Custom Glulam Simple Top= Full 22.00 [ft] Bottom= Full PROJECT INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern -----I------------I--------I-----------------I--------- I Grade --------------I-----------I-------I--------I--------i-------1 I in I Start End I Start End I Load 1 Point Dead 1.55 6.00 No 2 Point Dead 0.65 8.00 No 3 Point Dead 1.55 10.00 No 4 Point Dead 0.92 16.00 No 5 Point Dead 0.77 18.00 No 6 Full UDL Dead 20.00 No 7 Part'l UDL Live 37.20 37.20 6.00 22.00 No 8 Part'l UDL Live 16.00 16.00 8.00 14.00 No 9 Point Live 1.24 6.00 No 10 Point Live 0.52 8.00 No 11 Point Live 1.26 10.00 No 12 Point Live 0.74 16.00 No 13 Point Live 0.72 18.00 No Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: I Species I bxd I Axial I Bendingl Comb'd I Shear I Disp./ I Grade --------------I-----------I-------I--------I--------i-------1 I in l fc/Fc'I fb/Fb' I 1 fv/Fv'l Allow. VG West.DF 1 16F -V3 10.75x15 0.83 0.27 0.85 2 20F -V3 8.75x15 0.80 0.33 0.97 3 22F -V3 8.75x15 0.73 0.33 0.92 -�4 24F -V4 8.75x15 0.67 0.33 0.87 VG West.HF 5 20F -V2 10.75x15 0.66 0.33 0.85 6 24F -V2 10.75x15 0.55 0.33 0.85 E -R West.DF 7 20F -E3 8.75x15 0.80 0.33 0.92 E -R West.HF 8 20F -E2 8.75x15 0.80 0.41 0.97 9 24F -E2 8.75x15 0.67 0.41 0.92 10 24F -E15 8.75x15 0.67 0.41 0.87 WOOdWOrkS SIZER SOFTWARE FOR WOOD DESIGN �( Z File Name:SP3 Woodworks SIZER 1.Oe 22 Aug, 1997 17:I2 COMPANY 1 PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure= psf, udl=plf, location=f t) Load - ----I------------ I Distribute I 1 Type I I -------- I Magnitude I I Start I I ----------------- Location Start End I Pattern I Load 1 2 3 .4 Full UDL Point Full UDL Point Dead Dead Live Wind 16.00 0.12 54.00 5.10 -I 18.00 18.00 - - No No No No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I I Comb. I Shear@ I Bending@ Comb. I - ----i---i----O-20-------27-'- I Span Bending ^ start end I start end ( mag• loc. ------+----i--1------------------ ( kips 1 --1--------------0.00 kip -ft I kip -ft ft 1 1 1 2 0.20 -0.27 0.00 __ 1----------------- 1.22 12.4 1 1 3 1.13 -4.45 0.00 0.00 17.66 18.0 1 I 4 1.72 0.79 -5.04 0.00 0.00 19.60 18.0 -0.87 0.00 0.00 4.48 11.3 VERTICAL REACTIONS ( -ve = uplift ) [kips] : I 22.0 ft Load. Comb. I - ----i---i----O-20-------27-'- ^ 2 1• 1.13 4.45 3 1 1.72 5.04 4 1 0.79 0.87 (i(J 32�f lit le U5� : 3 -134 x'4 M L ALL, -1 (},JI F - W-49 = 4 1 r �6a JLy Co„IX de-c--T-re f,J 2 Roy✓ s a r t 6 c� lZ m- C-- ConJ� CTL. •JI f G LT -V 5.5 1 �} A(LIce)% � Woodworks SIZER SOFTWARE FOR WOOD DESIGN P15 5 File Name: SP WoodWorks SIZER 1.Oe 22 Au4;1997 17:10 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf,.udl=plf, location=ft). Bending@ I Span Bending I Comb. I Load I Distribute I.Type I Magnitude I Location I Pattern -----I------------1--------I-----------------I-------- I 1 I. Start End I Start End I Load 1 Full'UDL Dead 16.00 -0.40 No 2 Part'l UDL Dead 64.00 64.00 2.00 6.00 No 3 Point Dead 0.19 2.00 No 4 Point Dead 0.19 4.00 No 5 Point Dead 0.12 6.00 No 6 Point Dead 0.12 16.50 No 7 Full UDL Live 54.00 No 8. Point Live 0.15 2.00 No 9 Point Live 0.15 4.00 No 10 Point Wind 4.40 6.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load f Shear@ { Bending@ I Span Bending I Comb. I start end I start end I. mag, loc. -----I-------{--------------------I--------------------1 i I kips I kip -ft I kip -ft ft I 1 0.80 -0.40 0.00 0.00 - 2.88 6.0 1 I 2 3.91 -1.69 0.00 0.00 21.55 6.0 1 I 3 4.72 -2.29 0.00 0.00 24.54 6.0 1 I 4 1.61 -1.00 0.00 0.00 5.99 7.9 VERTICAL REACTIONS ( -ve = uplift I [kips] : I 20.5 ft Load Comb. { ^ ----- --- I ------------------ 1 I 0.80 0.40 2 1 3.91 1.69 3 1 4.72 2.29 4 1 1.61' 1.00 (44Q. 9 (,7 4L N Ust 3 -In )04 M1- 5'13 523 # LF A 5 S L E.. �S 5--=3 h � y .A� C��/�✓�� r�� � G LTV 5, S l�{ WoodWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: HEADER Woodworks SIZER 1.Oe 23 Aug, 1997 14:28 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I Start End I Start End ( Load -----I------------I--------I-----------------I-----------------I-------- 1 Full UDL Live 410.00 No 2 Full UDL Dead 303.00 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending I Comb. I start end' I start end I mag. loc. I I ------I-------I--------------------I------------------- kips I kip -ft kip -ft ft 1 I 1 2.63 -2.63 -I 0.00 0.00 I----------------- 11.38 8.7 1 I 2 6.18 -6.18 0.00 0.00 26.78 8.7 VERTICAL REACTIONS ( -ve = uplift ) [kips] : I 17.3 ft Load Comb. A^ ---------- ------------------ 1 I 2.63 2:63 2 I 6.18 6.18 WOOdWorks SIZER SOFTWARE FOR WOOD DESIGN File Name: HEADER WoodWorks SIZER 1.0e 23 Aug,1997 14:28 COMPANY DESIGN DATA: code: type: database: material: lateral support: total length: DESIGN RESULTS NDS -1991 Beam Custom Glulam Simple Top= Full 17.33 [ft] PROJECT Bottom= @Supports INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load i Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load . -----1------------1--------1-----------------I-----------------1-------- 1 Full UDL Live 410.00 No 2 Full UDL Dead 303.00 No Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: For more detailed output, select a Suggested Section and then re -Design. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for vour application. I Species I bxd I Axial I Bendingl Comb'd I Shear I Disp./ I Grade 1 in I fc/Fc11 fb/Fb' I I.fv/Fv'I Allow. 1--------------1-----------I-------1--------1--------I-------I-------- VG West.DF 1 16F -V3 5.125x16.5 0.87 0.49 0.53 2 20F -V3 5.125x16.5 0.70 0.49 0.49 -� 3 22F -V3 5.125x16.5 0.64 0.49 0.47 4 24F -V4 3.125x16.5 0.94 0.80 0.72 VG West.HF 5 20F -V2 5.125x16.5 0.70 0.59 0.53 6 24F -V2 3.125x16.5 0.94 0.98 0.87 E -R West.DF 7 20F -E3 5.125x16.5 0.70 0.49 0.47 E -R West.HF 8 20F -E2 5.125x16.5 0.70 0.59 0.49 9 24F -E2 3.125x16.5 0.94 0.98 0.76 10 24F -E15 3.125x16.5 0.94 0.98 0.72 VG S.Pine 11 16F -V3 5x16.5 0.89 0.47 0.58 12 20F -V2 5x16.5 0.71 0.47 0.51 13 22F -V3 5x16.5 0.65 0.47 0.51 14 24F -V3 3x16.5 0.98 0.79 0.75 For more detailed output, select a Suggested Section and then re -Design. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for vour application. WoodWorks SIZERSOFTWARE FOR WOOD DESIGN 6 File Name:H-EADER2 WoodWorks SIZER 1.Oe 23 Aug,1997 14:36 COMPANY I PROJECT ANALYSIS RESULTS INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I------------I--------I-----------------I---------------- A I I Start End I Start End I Load 1 Full UDL Dead 262.00 I I No 2 Full UDL Live 440.00 ft No 3 Point Live 2.52 ,.1.00 No 4 Point Dead 3.00 1.00 No 5 Point Wind 1.00 8.50 No Self -weight of members has NOT been included. Load combination factors based on: ASCE 7-88 LC# 1 = Dead loads only LC# n = Dead & Live loads SHEARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span Bending A I Comb. I start end I start end I mag. loc. ---i--I-------I--------------------I--------------------1---------- I I kips I kip -ft 4.52 I kip -ft ft I 1 4.25 -1.77 0.00 0.00 5.96 4.8 1 I 2 4.51 -2.51 0.00 0.00 7.33 5.7 1 I 3 9.34 -5.26 0.00 0.00 15.90 5.4 1 I 4 9.08 -4.52 0.00 0.00 14.53 5.1 VERTICAL REACTIONS ( -ve = uplift ) [kips] : I 11.5 ft Load Comb. A ^ ---------- 1 I ------------------ 4.25 1.77 2 I 4.51 2.51 3 I 9.34 5.26 4 I 9.08 4.52 WoodWorks SIZER SOFTWARE FOR WOOD DESIGN ?17 File Name: H EADER2 Woodworks SIZER 1.Oe 23 Aug,1997 14:36 COMPANY I PROJECT DESIGN RESULTS DESIGN DATA: code: NDS -1991 Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: I type: l bxd Beam Shear I Disp./ 1-------------- database: I in I----------- Custom fv/Fv'I Allow. material: Glulam Simple 1 lateral support: Top= Full Bottom= @Supports 0.47 0.33 total length: 2 11.50 [ft] 5.125x16.5 0.37 INPUT LOADS: (force=kips, pressure=psf, udi=plf, location=ft) 0.34 0.33 0.20 4 24F -V4 5.125x16.5 Load I Distribute I Type I Magnitude I Location-`• I Pattern -----I------------I--------I-----------------I I Start End I Start End I Load 1 Full UDL Dead 262.00 24F -V2 .,No 2 Full.UDL Live 440.00 E -R West.DF No 3 Point Live 2.52 1:00 No 4 Point Dead 3.00 1.00 No 5 Point Wind 1.00 8.50 No Self -weight of members has NOT been included. SUGGESTED SECTIONS vs. DESIGN CODE: I Species l bxd I Axial I Bending) Comb'd I Shear I Disp./ 1-------------- Grade I in I----------- l fc/Fell fb/Fb' I I I------- fv/Fv'I Allow. VG West.DF I 1 16F -V3 5.125x16.5 0.47 0.33 0.22 2 20F -V3 5.125x16.5 0.37 0.33 0.21 *P-3 22F -V3 5.125x16.5 0.34 0.33 0.20 4 24F -V4 5.125x16.5 0.31 0.19 VG West.HF 5 20F -V2 5.125x16.5 0.37 0.41 0.22 6 24F -V2 5.125x16.5 0.31 0.41 0.22 E -R West.DF 7 20F -E3 5.125x16.5. 0.37 0.33 0.20 E -R West.HF 8 20F -E2 5.125x16.5 0.37 0.41 0.21 9 24F -E2 5.125x16.5 0.31 0.41 0.20 10 24F -E15 5.125x16.5 0.31 0.41 0.19 VG S.Pine 11 16F -V3 5.125x16.5 0.47 0.31 0.24 12 20F -V2 5.125x16.5 0.37 0.31 0.21 13 22F -V3 5.125x16.5 0.34 0.31 0.21 14 24F -V3 5.125xl6.5 0.31 0.31 0.19 For more detailed output, select a.Suggested Section and then re -Design. g`2Z �L0OK � 5 Z 4/0 1=100K LML L" -O Ft 812;1 4 PL N } 78 ML U s- Fr- 49 LVHcAe fos i 1J Dog L si �� a J� � (p tA)A-IL,, 5 H N N su Am us W W W '___ 0NW boo C4. C4 14 44C4C4 Lori �!z FLoo 2 L�✓E Logo 40 t��` D -o L A-4 PS 2 L ►J►f.. L..e,�-✓� VrLlC,�1.cs�� � �L ,�.c�"��l = � /3 bfl 1' 53,2 #L'2 k)VL _ 6 L� �d1S 1.a►n1GE(�S ( IM.PSOn% %Z TJJ is ��, use .4W �sr fir 29.5 11'4 TATr/j 5 Df : tT .2., 2-11 y TJr/ s 5 N-� s M rT.1411 DA16L� W P29.5-2 -WF vi. 58 -Z WPI414-i OVA 1^9- . / — q L PJ}lL.'I�TTtaCJS 14 .. 1E 171��GTCaq/ o F �"Di.SJ�t)S* D00$1. 2 A L L 77Ws V/L2sc;jpA4%U. ZTo j'0 /1 5 lJ S f. BC,o ckd dG p C.� "FC oc-R - TEAM S ' . 3I BAso- MLIT Li v,a l�,yn = 3 6 o PL? LOA4D . 10$ PLf- 812`u/9? 1 Q zl 'Tai Rti a3 r R4 3N � U z- 3120 Us,f ',-'WP9- . '62 ems. MY,r9- 11 *t _ je4o4 t� �t✓ll� t- 1 rc, Rz R3 4/ 7 9'-2 f L om Lo/k0 7JO (vPP6c) t 320 (l awl) = 1030 FL Iz D4Ao :Lo�4-fJ = Z 13. (Ufte-) fi 10,6CWA4 .L-) 4- 56 (Lo417 L F- L) U 5h- 3 — 31 a 9 /2- H L/� LLa i o%M. C.� X40 = 2 814 FL fz R 39-'tj #85 30 l� # U5� GL-rV 5,5`,i--MAr CaS �.i N N N W W W N N N O O O N O O �r aav N h H C4 C H 8�22�g7 F"L.o02 2CA-M S (Cvdr,) . B3 3 D ?LF DEAD .1-0ko = 4 `t TL P US,X ci /z M lL 64 MIT 9-Z 6,oL vM n/s S PA,8 Us£z sTo� ►�rPE �� 4 y ooD f ovn�DLYTL� �I V nl pGn.. ?� � EI ALloq So. �.. X 3� X I Iz roves to k�wA"y N N N W F F W W N t/l Vf O O O moo C4 vaa riAA cv o+ cv (�v Rea2 To� ►34 I b VjL LoAo _ 390 PAF Drill 1,0" - ` l l -1 FL it s �I2219� I ?z3 N USS- Z —13'f x, (7 K 3556#4 , (�3 2443&4) Ry Z4, 6z. 3 zo Tat �� TR9 DKA -c> LoAvc> 96 FLJC 7-s 8 7.S- 15 6 - 156 . USS s 'IiVP9-Z. o� MLT9-Z 1}x,1 rc.Qs�� sPA-tel = I � � ,� ✓ . Use i'$ ML USS 'GL-rV3 5.11 HA-dGC(ZS- PAF 2q FLoc) (� GEAm S WW W L i v,_ LjA- I •AVO CV�C7�`i, + -35o (I.. Lwin �. 3 v PL 1_ IA h H ' 000 o n AD Lo -40 = Z s y (Veep& c� -+ I� N O 4 9-7q C4 C4 C4 Usk 3 —13'f X I I' M L 3 P. 'KUL,9%,) , L%v F- LoA o 1 o 23 I'LF A -U vW. Ib1A{, 4OAO z J4 7a R,ic. ✓ = 8 279 2 z ` (6 ssa . Use r c R�6a T Pos s F0,51-;, L) 5c - X (17 W. SP14-d m.2, 4 Us 'C �C5��9—G J 4k -' Vi Q — r P 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS N Q AL 22-141 50 SHEETS AMPAM 22-142 100 SHEETS 22-144 200 SHEETS C � �) C 1 • (� r' c� -4O w zl ° w In SHEAR SEE PI TYPE I v I-- 1 EXTERI SCALE: N.T.S. _ 21i. U.N.O. rFIRST FLOOR SHEATHING SEE FOUNDATION PLAN FOR ANCHOR BOLT SPACING #4 TOP BAR #4 BARS ® 32" O.C. STAGGER LEGS SEE FOUNDATION PLAN FOR FOOTING SITE 2- #4 BARS CONT FOOTING DETAIL USot : _� ` co cz&TE 4/A-ik- s VOMC.A-U 0-�� T rc.c, Co ao = 167 q �L: W W U, ii= 'c� � • I :e'8 -;� Soo FLF O O O %n OO C4 i' aa^ T 4,C. = 2475 FLF AAA racv Fe o'T� �1 G r a C Ira To r.00(Z S lam . WHEN JOIST ARE PARALLEL TO WALL. BLOCK 3 JOIST BACK FROM WALL. NAIL W/ 10d o 3' O.C. III N, III ,% II \ to lll� PLACE JOIST AND ---I HANGER TIGHT AGAINST WALL. 2' CLR 2x FIR'G W/ N'z' RIDWD INSUL. WHEF GONG. WWERP 778 PLT WD. W/ iid NAILS STAGGERED v 3' O.C. A/ �.--+CONr. SLAB. ATGA444G A.B, s 24' O.C. UN.O. / -#q /CrF-6AflS ,6a7X1 rVA--(j '0 7 8' CONC. OR bdj C.M.U. WALL. ls � --EA, uIA O.C. 24*-,O.C, 4 I O ,N 5AeSMENT WALL ®NAIL N N N W W W N N N Noo O O C14 44 -0 AAA nr44 8 (141 � "I I Pte- 3a L�"F�C�� �.� . A-SIA--L`� S►S. "JO 8o 4 CA& = Z R�oG� .`�T = 3:3 s H7; .2 9.. �s IG.y FSIs CO- '� Ce- � P _ 18.5 3 cz, �e 23 1-7 Ce 30'— c " IF- H40 c). Z At, A•SO� 1+ 1° � �, •02 11 �L�3 o-35- = 0, 03 '�l� -C Z A -T 2 .� O 'f L.o Ok A-7 �-cW � -� -1-2-j y t� � oZo � 1 � I.3 � D ► 2? S' k � (� /�''T" • LoL:J� �LoofZ. Roo ;r- 4AqS 4,13 � (f 1 t L,O,-rte-R ,L Lo./0 PgJA-LI s(5 1. &A C) 2. L off► o Ta L A E �f �3 = z2.5+z,yo3 x.37 IcIPs Z r Low To L trAE 5 2 A -F ' Z ^JVD FLo o 2 r LodDsir— 3 .... f F6 , uF 1 ZZ S' 3, 99 kids 2 . L oA-o Ta 4. 4 a � L.oA-O To Lt�,1 & 5 7 S2 p3/ peva aaa AAA a/. v919� I r3 -& o IE (,o ,�G L-rclrn nl A -L- ) Fry� L-�l-fr� WA -L L S Ai L, JES B, Cl D/ �, � F . Logo �D L►�1+�, g 0201-7 -S Lo A-,8 ► n L i J -F- F z 0 20 r1 A�z Lo A -D ..T Lr •J t= e D 2'C.> 17 f -►•3 -6 •9 -46,S" LrS. 2 fiD 1z Look ;Lo"' rto 0'r,- Lo '5 L o -P Tb L , 4i ' f � 7 � 6..61 K�► � s . LoA-o 7—o r k,, /Os L�tem—* Low "a -Ll 51 s V _ ZTc 4 O. to 31 z 1.05 tt N N N O O O N O O N rnr 3�IS� 9•S' 3 Lowe. r -c-0 O2 2.1 ): . WL — �21 `� �_ 21 3S. S) , 0 2 = r-/, F x 29 v'� ��� kA S 2,01 le. 2g, Vz► = 12.05 43.E 13 _ 3,75 r = o. S'7 K4' �J g y /�✓S�i�-UTI. �✓� G�/i,�/® Co�✓��LS Z, Wrra 1, Ar Z I �4 i�aLt�t^/�lS - sr Zxs ' W 0 1.1 A-G�l ,r, J J 3 LA 3 No J vz M•. °o d M M O CL Vi 9 � V% Qz J ' 3 O � tet- to �o O22-141 so SHEETS 1 22.14] 100 SHEETS 22-144 200 SHEETS s fft�2 h/k��. _ /l%A�1L. -7 1C � SPS+ � G (In1c i+�.S MATCs/LI AL No. fv P- /V,0;1-4 q 3/gam GDX I>L`f WD, 3 r;� %Z� u� 1 Ba'i4� S OSS 6F WA." IV 3/g* GDX PLY WD. 3 I Z /Z�� Z.q Om pPJ#- $]Of- or whtL v QoTd! S�OEs 510 c- of WA -k 3 IV N •. 0'2 ,3h, c:n,A PL*f Wo. � �2 �z�� �Z � i3oTN S V4 S of wALL N ETN s D b s o /r 1 �0 ' � 3i6 cox pl.Y wo 3 � Z /z� • _ NAL_ s►zcs K.I. Enaineerina DIAPHRAGM AND SHEARWALL ANALYSIS Ptoor Location: UPPER FLOOR Lateral Load Direction: N -S She DL(plf) Panel - waii".' .......... ..... . . .... 2 Overturn. ... .% - -. -'M o. - m.. e. ... n. t-. She DL(pl, Panel 3 lOvertur'...n.....�......%.Moment 13.01 1 9.51 1 41 9370.0 6750.0 5 .......... 9.50 NIA' ............ 12.50 .... .. ........... WA 80.0. 80.0 ............. .............. 74960 .............. 23684 ............ . .......... ..... ....... >b 7636 1560 16.00 80.0 ............ 30316 3 5 71 NIA' ............ WA WA NIA ...NlA .............. ............ . .......... 2 2 WA N/A ......... .......... N/A . ........... .. 3 4 3 ... .... ............. .:.*........... . ..... ... 9.0 13.09.6 28.5 .............. .............. ............ 1Z ............ 20 12 10 36 WA WA NIA' ............ WA WA NIA ...NlA N/A WA ............ WA N/A N/A 8/22/97 K-1, Engi eedna • DIAPHRAGM AND SHEARWALL ANALYSIS 'Oioor Location. LoWfA FLooP, Lateral Load Direction: N -S NT ..................... I .......... ........... ........... Between Walls. (ft) . . .......... Force(lbs) .......... 0 x: ............ Strut Force She DL(plf), Panel .......... I I Overturn. Moment Shear DL(plf) .... .... . Panel .06dad-1 ............. 2 Overturn. Moment Ug)lift fib.) Shear -DL(plf) Panel 3 Overturn. Moment R�ssM Rt .......... . Uplift (lb.) She DL(plf) Panel 104*111 #*0 4 Overturn. Moment 35.5 Symbol 18.0 6 41.5 ............. ........... 7=0 3 12100 .............. ................ .............. 12100 ::;)02:5 AC50. 500 18.00 N/A ............ . 100.0 ............ ........... .......... 100.0 ............ ....... . . . .... 100.0 . .... ... 45125 83769 .... ...... 61735 .. ........ EW ........... 2 8858 4051 4520 . .......... ........... ........... ........... ...... ....... N/A 3.00 NIA 8.00 16.00 tze.......... X. ........ .. . ....... . .. ......... 100.0 100.0 8d. ...... ......... ........... ............ ............. .......... .......... .......... 270751 1 372311 Edge Spacing (in.) 59265 IV 8/23/97 F 3'i Shear Wall Symbol 6 3 4 NIA WA N/A .. ........ EW .No. of Shear Layers .............................. 2 1 2 N/A NIA NIA tze.......... X. ........ .. . ....... . .. ......... 8d. ............. Edge Spacing (in.) 3 3 NIA ... NIA ... NIA ............ Sac.. ...... . Length of Walls for A.B. (ft.) 8.0 26.0 28.5 ..................... N, -X. A.B. Spacing in. 1 20 1 1 16 I I N/A I NIA N/A ' 1 K.I. Enaineerina DIAPHRAGM AND SHEARWALL ANALYSIS Floor Location: UPPER FLOOR Lateral Load Direction: E -W 8/22/97 ........... ...........:::>:;>:::::::<, ::>:;;::;:;:;.: ..::::::::::....................:.......:..... CNT ' «'> :... :::::::: :::: :::....... :.... . :>::<:. :.;:::: .;;:.;:. :;;_;;: CNT. Length Between Wallsft. Panel lict;t cWW » tform. LOr ad.. :;:»::; ;;:.;:.;:.;; Strut Length (ft.) ...................... 21.5 35.0 , 24.0. 6.0 .......... 6.0 ax. iia .h .Unrt.Sh�ar:. I P.:.:........................................:::.::.::.::.::.::.::.::.::.::.:::.:::.:.::.;:;; :.:.::..::::..(P:.::::::::::::::::::.:.....:..::::.:.:::::::...:::::.......::.:::::::::.::::::::::::......::..::: tOthi ..M .:;.:;.:;:.:;.:;.;::.::;:::::::::::;::::::::.:::::.:.........................:.::.............................. :....::..::::.:::..:::.......:::::...:::..::.....:.:.::: .............................::::::::::::. ...............:........... .::::::::::: Strut Fonce(lbs) ..................................... ..............:>«::<::<::::>:;:;:;»»: r: FWo ::..........:..:: ::::::<::<::> ;::::>::: :.:.:.::.;:.::.::... ............... Total Strut Force (Ibs) 7140.0 5540.0 6470.0 1180.0 .......... 1180.0 ::::::::>::>::>::»>:;:;. Shear Wall Symbol'...... g '::;::.; 2 Length (ft.) 21.50 35.00 24.00 6.00 6.00 ei h .;::.::.;::.>:.;:.;: 8:00 No, of Shear Layers 1 1 Shear Pan 1 DL(Plf)............ ed uct .faf .Wi 80 0 1 80:0 80.0 80.0 art 80.0 ;:>::>::;:::>:»>>. ::::::;::::<:;<::>: Overturn. Moment.. lb.ft 57120 51760 94408440 Edge Spacing (in.) Reststing Moment (Et:,ft) 3849A 6 .44320 ;4900D 4 6 B >::.;::::::.:::.;:.: N/Aetc€ Uplift (lb.) 2081 328 1513 1413 1413 t(f;tS. Length gt of Walls for A.B. (ft.) .., 21.6 35.0 24.0 .....:.:.:.:...;;.....OA 6.0 hn). Len 9t 8.0 ::M(A:...: ;.:. a m. t. _ A.B. Spacing in. y .::.:::::::::::: ;:.;>;;�; 20 ................ Shear DL(plf) 24 �..:: 36 w::::::::... 36 WA Panel el ttct f . or .Wi 2 Overturn. Moment (lb.ft) E f l �.. �.....y� tesistm .:::::::::::. »»>>::::>::<::>: ::.:.:...:...... Uplift (lb.)............ A� ... ........10 [down.S. bol. Length (ft.) ............... Shear DL(plf) Panel Daduc# t Windaan.... ii. ;:.;:.;;;>::>::>: ;;:.;::;:.;:::. ::.:;_;;;:.;:;.:; ;;:.;:>;:.:.;; 3 Overturn. Moment (lb.ft) Shear DL(plf) Panel lict;t cWW Overturn. Moment (lb.ft) tOthi ..M Uplift ........ Hbicl i�intlrf:::S. Shear Wall Symbol'...... g '::;::.; 2 >ThiO No, of Shear Layers 1 1 1 1 1 NA art ;:>::>::;:::>:»>>. ::::::;::::<:;<::>: Edge Spacing (in.) g 6 4 6 B N/Aetc€ Length gt of Walls for A.B. (ft.) .., 21.6 35.0 24.0 6.0 8.0 ::M(A:...: ;.:. a m. _ A.B. Spacing in. 20 36 24 36 36 WA e ' • K:I. Enaineerina 8/22/97 DIAPHRAGM AND SHEARWALL ANALYSIS F/4 Floor Location: LOWER FLOOR Lateral Load Direction: E -W W W W N N N coo v1 0 0 �N C4 It aav AAA C14rK (�v f iZ Wine CgLL,4A L o.Ao, Dj5vn:1oa- o "5 LAg - -I S Ps P Toi DS+D Lo, .D 112 f S f' 61 r, Ole� 3 u5f- 46 -G Dap (baT c 7� " Nov -03-97 05:02P Jim Emami -1� -FL caiZ ta�f�MS 209 368-2548 P.O It/ 3N-7 j YZ/. 2- 2 ML Acoo.,,. �� rc ,�,� _ 674 - us�� : _ GLTV 3.59 ...�JA,4 GELS Q� v •- US/-, : GLT✓ S.59 +�� (Z2 K3 �aA�> Z4 ; t VFP r- S t V4,4 Lk —�- `�� (LO44r)Z L Af �,.�. L, I-vk I /NLs aW T*IAG Lb = f b?U eLF R, 6 5 Z Z. US/-, : GLT✓ S.59 Nov -03-97 05:03P Jim Emami 209 368-2548 P.04 A 1t 1-7 R (. z f-3 j4 _+ r 0 T � L i vic L.QAD 58o (uppoe) + 35o (,Lowry.] 3v PL I Toro U S16 1103 --1 -Z,5 y (, �� -� 3,� _ g x I �{ M f 4 S ( (ATC 6 , _ 3 -7q 17L.1- PAF i o 53 PC Ul,o,,�, ioTa(. ��� ; t4 6'`f f:�L,:. .% usx ` E c c s V5j�- Lvw�i�i e,,q-I� USX CCS,/A--6 o2 32 5� y Foez ML 0 Nov -03-97 05:03P Jim Emami F=Loo(L 2&&, -MS `CaAJT- ) 03 209 368-2548 -J 2 2." z 1t!' /Ct L% JG- to A -p ; 3 -3,D ? LF7 Te., -D�Rp LOAD = ?LF 8 g� USc e 2 (31 f�, = ! 7 1 # Kz 3432 Usti, e w f 9 — Z_, (.. LUM4S S pA V 8 �.►►.,,� � � 6 00 # � t�n►..a� - 115 ?6 # U54 318 FoynloA-Tt,,J uAir.) A LU>, V . Sot L- f IV,,; ; v U5'r 3 X 3 X U5,OT, ; 3--4 EA, c V-wArY A 6 Z - CtAlr &L toll I t t / U5� m 3% x �z X 12 D��� �adti� G P.0 - A Foo% /✓GS i'�L/Gi FI,ETE�L Ivo i �,✓Gs FEZL)✓L _ 36o + /8o = S4 o /ovo.fSX- FL QoLiV4 _ i6 -c I= 3 3 -Z- Fur �z Z Pu = t Z pt z &X,r, WA -U__ 2,7> i o 2 3 0 t �` -Fo t- 16 75 P L S Ljs : I - q//A 8 At Lf Cz,mi rooTr� us f- % 2 4 4 co,/f-, /L.c f " s - FA- —Ito 1CooT(A16 V 7/G 1-4 cJ t-. GNeAC- - -bQ22 ANt"E, a- . Say(oii3 U& Ao Sv We ) 1- U ooG--e. SQL_ L JA -LL -S L) 'FA ; '7.3 q + • pct o �2 = 9, z J w 0V- Kyr XI Z~ A- (L�. R.� . p � 5 s 4 �r J 5.� . 3 / N P� Vi 3 hi, Q7 x st + 2 x l 2 9Fr4p L,,,r(,TIJ Ftoo L,JI`6' 54-L'=7 L fj.a 6fH oT FBJ I i N �j R.vr L , �o. `E , I'* 2 = S" 2 u s�: 3 "L41 i o f x 6' Z 06-a PFie-i d 6 RY- Q h4S 3 9 Lo 4G . f" # a� I Z o- C W I D7Y . A, u- 3 - FvT 10/22/97 DIAPHRAGM AND SHEARWALL ANALYSIS Floor Location: UPPER FLOOR Lateral Load Direction: N -S Pg 40 c3ri Li�asa ::. _ CNT S. C F CN Length Between Walls (ft.) wa Strut �h (ft,) 21.5 35.0 24.0 6.0 6.0 fit Qiatph Unit.SAear#pi!) .. Strut Force (lbs) Shear From UpPet F[do: .. ..... Total Strut Force (ibs) 7140.0 5540.0 6470.0 1190.0 1180.0 w. Wall tihwlshea 460:6 325: 969.4 196:7 .196.7 Length (ft.) 21.50 35.00 24.00 6.00 6.00 $.OD H04 8:n0 S00 6.Oa Shear OL(plf) 80.0 80.0 90.0 90.0 90.0 Panel Oiduct_fac YYin>dvnns (1t.} aD 1$, : 60 1 Overturn. Moment (lb -ft) 57120 44320 51760 944 9" . Rs:istirlg frlosnar> #Ibft} 18!190 29040 ...x440 3440 Uplift(Ib.) 2091 329 1513 1413 1413 ............. ::::...:..: ::t ., ..... Length (ft.)....._ • ....... fit:(f�) Shear DL(pM...... Panel Deduct for Vwrdorra (ft,) 2 Overturn. Moment (Ib.ft) Uplift (lb.).. HOStloMrn.B ,, bol Length ft)-.. Shear DL(plf) Panel . Deduct for Wii-duets (ft -:• 3 Overturn. Momentlib-ft) Ing Moment Qbft Uplift (lb.) Holdown Symbot. Length (ft.) Shear DL(plf) Panel Deduct:11br- Wltdo"41L 4 Overturn. Moment (lb.ft) aiaistin� Moirhent� {Eff �!t) Uplift (lb.) Hoidown Syndiol Shear Wahl Symbol 3 2 2 1 1 NIA Plywood.Thickndss (Ent.) 3R . : 30. ?A : aA 31V NIA' _. No. of Shear Layers 1 1 t 1 t NIA "I Sipe _ .. 9d . :*d :'. Sds.. id NIA. . Edge Spacing (in.) 3 4 4 4 6 NIA Fie" Spacing # - - .. , .1' -Az : 1= #Z . :4Y1. IIIA Length of Walls for A.B. (ft.) 21.6 35.0 24.0 $.o to A.B Diameter (in } .:; 1 .. -, ISA.. . A S. Spacing in. 20 24 24 34 36 WA N N N W W NNN O o o N O O � h Baa aav AAA nnn (0) 13 9/?,3/� � I Pq3 _WA Lt el j jza2c4 n/G C wjj6- cyL u -A4) N�//•' 8 I_ �" sLM AWLS lo/ �� I O P6.dlnl G ilwd7 lwi_ a W—Imw� • L A October 23, 1997 Jim Emami, P.E. 1026 Miwok Drive Lodi,California 95240 (209)368-4811 FAX (209) 368-2548 Butte County Building Division Department Of Development Services 7 Center Drive Oroville, California 95965-3397 (916)538-7541 FAX (916) 538-2140 To whom it may concern: Re: Supplemental Plan Check for: Howard Slater Residence, Permit #97-2101 The following are responses to supplemental plan check item #1: 1.1 Roof lateral loads are transferred to 2nd floor diaphragm via shear walls 1,2,3, and 4. The loads from shear walls 1,2, and 3 are transferred to the 2nd floor diaphragm. �� P (,i1e� S, ¢ A. Shear wall 1 The vertical loads are resisted by 6x6DF#1 @ line `E' and beam SP4. Sep shC B. Shear wall 2 The vertical loads are resisted by 6x6DF#1 @ line `B' and beam SP3. P(QNS C. Shear wall 3 The vertical loads are resisted by 6x6DF#1 @ line `F' and beam SP1. The members and their connections are designed to resist the forces. See calculation pages P7, P8, P9, P12, and P13. The garage door header is designed to resist forces from SP3, and SP4. 1.2 See revised sheet S_3�GSO S NOl.Ar'lo�t/S 6y ,62G�f1 MC 1.3 See revised sheet S_3 i8,77i�� 1.4 S 'sed sheet S-3 L See , 'sed drawings — Sheef S. 3 .9,-T 6 See revjied calculations page 40 Emami, P.E. No.C380S6 Copies to: �� Howard Slater sr. '� � � �� Robert Heaton, Architect dF CI►�