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007-210-049
y- 0 CID 0 007-210-049 PERMIT#95-2908 007-210-049 03-111} HARDESTY, Guy PBRRY,ROBIN 3227 Morseman Ave., Chico�1 MORSEMAN \ I Cont; Dreamscapes, Inc. - NEW SINGLE FAM Y 1 Reroof/SF a 007-210-049 PERMIT#96-0115 1 HARDESTY, Guy 007-210-049 03 i 3227 Porseman Ave., Chico 'F Cont; Dreamscapes, Inc. (I�/ PERRY, ROBIN 3�% MORSEMA INALED VE,CHICO /2_ -0 Ele Ser of Const. Trailer i BUTLER BLDG. 007-210-049 01-0983 ' PERRY, ROBIN & SHELBIE 3227 MORSEMAN ICO ; CONT: UN —' ST E, HM OFF E, P MP HOUSE 007-210-0491-1952 PERRY, ROBIN /�j /CL �. _... 3227 MORSEMAN AVE. CHICO ON CONT: LINK DEMOSF 9'��-�/ a r 007-210-04901-L 4 PERRY, ROBIN 3227 MORSEMAN AVE CONT: OWNER NVA"/PUMP HOUSE,W WER 007-2/0 poc(y Rob In 5'14 o2 3 227 Nor5em.0 At • a o i' xx 4 tar ISl dg . ( yaraye) .0, 007-210.049 02.24 INALED PERRY, ROBIN 3227 MORSEMAN AVE., CHI In RENEWAL BP#01-1964 �?.�� wY.F.-3 ���� 4..� ��R �r��.� 'till '�r..., .d �nr�-.N z+n t..Yfd"+v..�'.eM""..�f�•{s�•L � \` ' sd�-,isw�� NOTES RESIDENTIAL 007-210-049 % 03-1117 '• PERMIT NO PERRY, ROBIN �j_�g.!.MORSEMAIV AVE, CHICO`�" BUTLER BLDG. .r N s�= SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ` Signature h /1 J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plaits) OK except #'s Card B-1' Date Card B-1 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Water and Sewer Connected -C/O to Grade -HD Approval 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity. Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size-Spacing,Marriage Line " 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel •3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood'Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 11. Ext.; Steps -Doors -Landings 12. B ced Wall Panels MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel •3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood'Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. ELgGttic _ Bo"Frw.; Sills -An ors-Studs-Rftrs-Trusses is pg; Nailing -Veneer -Stucco -Mesh 10 -"Roof; Shthg-Ro g� 11. Ext.; Steps -Doors -Landings 12. B ced 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 I 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' - 6. Elec.; Enclosures; Conduit. Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 " Date. Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =Not AAppplicable . = Not Ready FRAMING (Continued) RESIDENTIAL Date UNDE R (Plans) OK except #'s Card B-1 Date Card B-1 L. -0290g -Setbacks- 2-*'Ftg., Main; Soils-Elec. Grnd.-// X Ftg. Depth 25. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 26. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 27. 5. Ste walls, Main; Steel-Blockouts-Wrapped 28. 6. emwalls, Garage; Steel-Blockouts-Wrapped 29. a. Hold Downs and Special Anchors 30. 7. Slab, Steel -Wrapped 31. 8. Piers -Fireplace Ftg.-Steel 32. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 33. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 34. 11. Water Pipe; Test -Anchors -Regulator -Service Test 35. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation MECHANICAL (Permit) OK except #'s 16. Insulation 36. A.C. Ducts Insulation & Support 37. Date Card B-4 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 40. 17. Water Htr.; Vent -Access -Combustion Air Baffle 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access 41. 21. Test Tub & Shower, Second Floor -Tub Access 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test (Single & Duplex) Date FRAMING (Continued) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 52. Garage Fire Protection Framing -RC Channel 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 61. Brace Interior/Exterior Wall Panels 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. Card B-1 Date Card B-1 34. Clothes Closet Light -Shower Light -Spa Light Date 35. Smoke Detector 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector Date 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 72. Elec. Outlets at Wood Panel, Int. & Ext. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 75. Garage Fire Door; Swing -Landing -Closure 40. Attic Access & Platform if Furnace in Attic Date 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 84. Stucco Brown -Finish 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing t Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Insild./Drive O Yes O No/Walks O Yes O No/Planters Cl Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: f�7 ► 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7$County. Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ` P RgaIT (Rey,.1a/9" . APPLICATION AND PERMIT �� ASSESSOR PARC0.NUMBER 007-210-049 ZONING SR BUILDINGPERMIT OWNER Robin Eg M 893-0711 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS Eaton Road Ohic6 Ca 95973 1275 U 22 950.00 1275 CONTRACTORS NAME OWner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 22.950.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 1462.10 BUILDING ADDRESS Mo Energy Plan Checking Fee $ ! O W $ PERMIT FEE $ 406.10 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK - New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 25' X Sl ' Butler bldg addition Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 UES .Main Service ZDOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu force and effect. ��� /�-� License Class Lic. No. f 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 Main Service zooA To ,000A 46.00 NEW CONST. DWELLING UP. 3.5¢so (` NEW CONST. MULTICOUTLS. NON•RESID. @7:50 POWER APPARATUS d SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. oLmFr OR FIXTURES BAL @ .50 Ex. Occup. oFIxuTE�oTSA A� pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin L± !�t PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) 111� I certify that in the performance of the work for which this permit is issued, I shall ✓i 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 / ' �� ' V _ Signature of Ap(ilicant - PY Owner Contractor ❑ Agent An OSHAermit is required for excavations over 5'0" dee and demolition or construction of structures over 3 stories in height. P / Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $406.10 HAZ. ep, FES IMP V FLOOD cDF PARCE_ V/ Pp HD v55UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. pp By X U - �� _ Date [PERMIT EXPIRES ON q � .) L) ,I dilate ReceiptNo. WHITE-D.D.S.-B.D. CANARY=ASSESSOR - P1NK.1NSF`ECJ0,P GOLDEN RO -APPLICANT COUNTY OF BUTTE BUILDING DIVISION ... . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 �v OWNER CORRECTION NOTICE 3 )1 !i PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. IAA 5 Ta /' - Date REV 10/92 FFOM :NVBS 12/04/2003' 1.7:56 9 furry Group Inc Decennber 1. 2003 CGI: 03-1 DOS. 14S FAX NO. :345 5046 CURRYGROUP INC i 3455046 North Valley Building Systems Mr. And/ Wood 1Vo. I I Three Sevens lane Chico, California 95973 RL: Miel4trangth goldn$ Soetial Inspection Ro Inpastry building 32271Mo=MILn /Avenue Chicar, CaBfornlit Dear Mr, Wood: Dec. 04 2003 06:07PM P2 5724 Lockheed Drive, Suite 4 Aeddtng, CA 96042 530-223-1277 530-223-1442 FAX www.CurryGroup,aom On November 25, 2003, a CurryGroup representative observed tensioning of 29.5P8 inch ASTM A325 high-strengd: bolts wlthln the new building at the projK1 site, Bolts and nine were'identified per the ANSC Manual of Steel Construction, Tensioning was by the calibrated wrench and turn cf the: nut method. Our representative calibra"d the eremn tensioning procedures using three-bc assemblages for each bolt length and 4iarnmr In our Sliddmor® Wilhelm Tet:,Jtfn ciilbruor. Following calibration, our representative vertAed thea tsnsio6ing was completed at each tenslon connection, - Based op the calibration tests and our observations, to the best of our IiknowId ge, the work was{ completed in accordance with the approved plans and spatciAthtlons. Tensioning at the aWrved 1� ;► connections most; the minimum tension requirements of the Uniform Bulldiri1 Code. -. We hm aampleyed generally accepted lnspextion and testing procedures. ,However, we do not undertake the guarantee of construddon nor do -we relieve the contrtCtor of his primary re�onsibliky to produce a completed proilect conforming to the pnaject plans and spaciPeativna No warranty is eagresmaad or impiied NV&U haves MY questions regarding this Infarmatlon, please contact Cliff Curry or myseff of (h0) 223. 1217 at your convenience. Regards, CURR1PCJflOUP, INN &/Wd�tA& Richard Holloway Project ManaW CGt Capyr4hr 2003 1. . CG03L330 Ld COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7, Ctbunty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P�771 (Rey. 12/96) APPLICATION AND PERMIT �/ T ASSESSOR PARCELNUMBER 007-210-049 ZONING SR BUILDING PERMIT OWNER Robin Perry 893-0711 TELEPHONE SO. FT, OCC. BUILDING VALUATION 1275 U 22 950.00 OWNERS MAIUNG ADDRESS 1063 Eaton Road c Ca 95973 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $22.950 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 152.10 BUILDING ADDRESS Energy Plan Checking Fee $ p� -5 0 $ PERMIT FEE $ 406.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 25' X 5V Butler bldg addition Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR LES Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu foand effect. ,/(L /r License Class rC Lic. No. ��"T'O.i 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONIS.( 8 ACC. BLDS. s0 3.50FT. NEW CONS . MULTI -OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 Q 1.00BAL @ .50 Ex. Occup. O."ED A A� oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 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, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwith comply with�r provisions. DateI �� U3 ignature of ApRicant - Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep an demolition or construction of structures over 3 stories in height. 11- MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE z I XOTA,LFEE $406. 1 HAZ. . FE IMP FLOOD 111.1 of PARC l HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicate above for which fees have been y Da RMIT EXPIRES ON provisions to do work paid. efe Receipt No. C /0 SD WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK-INSPEC GOLDEN RO -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF -DEVELOPMENT- SERVICES -BUILDING DIVISION Q g� � 7 County Center Drive, Oroville,a CAi59'65 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICAT16N DATA SHEET OWNER:+ ASS O P CEL NUMBER C.J� �� �✓ wy`+ �^ UI Proposed Building Use: VWQtJ ad Counter Technician: 011 Date: Items gvired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑�1. lot plans, • = sets 'igned by the preparer of the plans. omplete plans, or 4 , signed by the pre ger of the plans. Ct'3. Engineered plans, t o3�"r 4 sets, with wet 'gnature on plans AND 2 sets of stamped and signed calculations. 06—. Engineered truss details and layouts in duplicate. No faxes! .'Energy compliance design and supputing documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down of k,,,0,Fd1!�dation plans, al�du�icate. Metal bui'laings: (A40Metal Building Plans, (B� oundation plans and calculations in triplicate, (O le'E vation views in triplicate. (ID)°Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ➢. Date Received y ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ` ❑ 9. lot plan and business license approval from the City of Biggs .................................... O. f Letter of intent for non-residential buildings.... .......................................... ❑ 111. etached Accessory Building Form filled out by the owner .................................. .. I:2 aaardous Material Form............................................................................ 13. Oth�r Remaining items needed to issue the permit. (May require additional plan review upon receipt of tth� following items 4. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ p 03 Statement of Intent for Non -heated and A/C Buildings .................................. ..... . 6. Sanitation and plot plan approval from the Environmental Health Department in 03 q ❑ 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: Z)K (B)Parking: (C) Parcel Check: L j -23-0- ❑ 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 ................ r ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24 Worker's Compensation Carrier and Policy Number ......... ......... ..........`.......... ... .i Owner -Builder Verification (❑ Given to owner, El Mailed to owner) ...... ..t�1��,.... ❑ 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 inr^d the above item requirements for obtaining a building permit. A-Pplicant. Da 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised'of the above data by 'Q phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count ,Date: Plans reviewed by: Date: Plans approved by: by Date: 03 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: a, Plan Check Letter Yellow: Building Division rA E.H. USE ONLY Not Plan Attached Floor Plan Attached Sent to B.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ary 32-27 7-2,/0-0g1 Ownerlr Location AP# Plan Approved for: Sewage Disposal X' Water Supply: Plic Private Well Clearance for dvmRirvg. Other 3a 'X 16 4 Ai,- ot Hold final for: Final clearance O.K. for: NOTE: ZWs z- o Environmental Health Specialist - Date 8/96 COUNTY OF BUTTE dam DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 a(. SCHEDULE OF RECEIPT OF FEES OWNER R6k/ K PROPROSED BUILDING USE (,(�T lc� i7 Cc O IAl01'- A.P. # 60 -7 _ I 6 ` .d(fq DATE 4)/1' -" BUILDING PERMIT FEES (� e RECEIPT # DATE REC. --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) �t Residential............ X $360.00 =$ Units i Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone ... Zone X =$ # Units Amt. Commercial (sq. ftg.) ......... X = $ s� Sq. Ftg. Amt. `p�Q 10. OTHER C"' - - ry- Q I b At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit.. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Dec 17 02 11:3Ba � P-2 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 dor labor and materials for construction of the proposed property imp r ement : YES C1 NO O 2. I HAVE0 HAVE NOT ❑ signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO: 5.: I will provide some of the work but 1 have contracted (hired) the follow*mgpersons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPER SOCIAL SECURITY NUMBER: U p�DATE:_ 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 Dec 17 02 11:37a p.l Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself~ you may protect yourself from possible liability if that person applies for the proper permit in his or her name: * - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 0 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. 0 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 "'ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is retmued. Sina:re! , i 'r Micha 1 C. Vieira, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: A� "V /�,Q,Q, % Phone: /:? 07/ Mailing Address /CZ '3 Site Address: '32-7--7 Assessor's Parcel Number: -':zD7- -:2/0— o �gq Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 71 �ti Yes ❑ No 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines?. Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes [--]No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Ye`s ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No 15. / What type of floor covering will the building have? 16. What type of wall covering will the building have? 7Z-- ✓ OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. M Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A aaraee door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy 2 ❑ Other — Use = 1. Down'be "of Wadalap 2. Mw be sppmved by the Butte Canty Plamti%Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: Date: 2 of 2 NOTES }� 1 i ---REBID NTIAL__ _ 1.-[9^✓ �'Dy✓f2/�Gfb�-C''Bn/Cf/L/'D .�i�l., 007-210-049fi 3-1111 PERMIT N0. P��'E_RRRR/Y+++, ROBIN MORkgg�AN, CHICO r NEW SINGLE FAMILY t i A !� - �1 - tft.e✓ 1'� i i t SPECIAL CONDITIONS CHECKED - • ,. �,. ��«� SRA `. BY r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ., SPECIAL INSPECTION ITEMS - VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER - POLA POA 5fAT,i't `1,44L OFFICE COPY - Addr ix" � es 11 GAS 3 Meter By Dat 7 ELECTRIC +� Meter By Date ,, JOB FINALED (Date)pp r Signature .��°v J = OK - 0 = Not OK . = Not Readyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 6.. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. 6. Gas; Location -Test-Wrap;-/ . /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Electricity; MH Test 7. Elec.; Bonding; Metal w/5' -Circulating Equip =Heater 6. Water; MH Test Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit Date 7. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Light Niche 1. Zoning Requirements -Setbacks -Easements Enclosure; Fencing -Alarms 2. Footings; Size -Spacing -Marriage Line License Decals 3. Gas; MH Test -Demand -Valve -Connector 11. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Card B-1 Date - 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gasand Electricity Tagged . 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns=Connections-Splice- Decal -Enclosures 6.. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve 6. 5. Electricity; MH Test 7. Elec.; Bonding; Metal w/5' -Circulating Equip =Heater 6. Water; MH Test Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 7. Water and Sewer Connected_ ' 10. 8. Gas -and Electricity Tagged 11. Light Niche 9. Exits Enclosure; Fencing -Alarms 10. License Decals Date 11. Verify #'s with Office Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns=Connections-Splice- Decal -Enclosures 6.. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles:and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip =Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date, Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready Date UND FLOOR (Plans) OK except ing-Setbacks-Easements-Flood-Slope 19 t ., Main; Soils-Elec. Grnd. j " Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/i tg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. �mwalls, Garage; Steel-Blockouts-Wrapped H Downs and Special Anchors lab, Steel -Wrapped 8. P s=Fire lace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Se est 10. UF, Gas Pipe; Size Anchors -Yard iping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 ' Date Card B-1 -Date Card B-1 Date Card B,1 Date PLUM G ermit) OK except #'s 1 .; Vent -Access -Combustion Air Baffle 1 . r Pipe; Test & Anchor -Nail Protection 1 .V; Test Fittings & Anchor -Nail Protection . Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler: Test RESIDENTIAL (Single & Duplex) #'s I Date FRAMINCa.f ont Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT AL (Permit) OK except #'s 2 . eceptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled Q r,3 mex I talled Close to Edge of Studs & C.J. Eq ' . Ground made up w/Mech Fasteners -Bond Gas & Water liance Circuits in Kitchen & Conductor Size GFI 33 ; Su ed Wire Size/ / Al- .C. Wire Size/ g CAr AlWire Size/ /��Cu o AI- .C. Wire Size/ g CAr AI 3, . ange Circle/ (moi g r Al -Oven Circ. / /ga Cu or AlAI Insulated Neutral O Yes 0 No 32. Se ce-Riser Conductors & Ground Main Disconnect 3 ui . Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 1 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s . A. . Ducts Insulation & Support 3 . ent haust above insulation on s Drain & Overflow, Size & Grade 3 r e -Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI (Permit) OK except #'s 4 Sill oper Materials & Anchors 4 ails uds-Nailing Spacing & Braces -Plates -Sound 3 4 earing Walls over Girders & Floor Nailing " Dr S in Walls (rat proof) 4 it tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 48�IJoist-Rftr. Ties- Purl in- Roll Brac.-Truss-Shting.-Rtng. ire ce P s or Type A Flue -Fireplace Throat Clearance i ccess; Size & Romex Protection -Draft Stop -Ins. Baffles dr indows or Exiting Doors -Sill Ht. imensions arage Fire Protection Framing- ann 53. Pr rty Line Firewall & Openings 64 -,'Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. St ' ; Width -Headroom -Rise -Run -Landing -Fire Protection lywyod gn Roof Overhang -Attic Vents -Rafter Outriggers �fl. S' in ailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic 40,"Shear Walls; Nailing -Bolts 61. race Interior/Exterior Wall Panels 63. Infiltration -Wal dows Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F (?466s) OK except #'s if A. t. Stens-Door & Sideliaht Protection-Landinas 66!Furna Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection & Bath Fixtures & Tub Elec. Trim & Subpanel, Breaker Sizes & Labels 00— irs & Rails 71!fir'eplace or Stove, Clearance -Hearth Q' EXOutlets at Wood Panel, Int. & Ext. 7 . Fi t. & Appliance; Ground -Air -Gap -Cooking Clearance 7 . Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure �6.� j,C. Duct in Garage -Damper Wt tr.; Vents -Clearance -Comb. Air Connector-P.R.V. Gara e; Above Floor-Mech. Protection Ib.• Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 4M- Guard Rails & Deck Construction -Post Caps ti-Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor Cl Yes 88& F owingInstld./D ' 0 Yes O No/Walks O Ye O N tern O Yes 0 No t co -Finish , W. .C. Unit Disconnect, Electrical -Plumbing n Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing E rior Elec. Trim, G.F.I. Receptacle -Underground 8 tilation Throughout House ass Protection rections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric . W er & Sewer Connected -C/O to Grade D Apr a 9 rgy Compliance Certificate -Other Ce icates g Address Posted _Fire Sprinkler Date rd B-1 ✓ ate Card B-1 Date ti Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: N COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION J 7 County Center Drive - Oroville, California 95965 9 Telephone (530) 538-7541 TFRMIT�NO. (Rev. 4 2196)V APPLICATION AND PERMIT ASSES-_&�Okibd. NUMBER ZONING BUILDING PERMIT OWNER Ii) TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS M'A-' ING %;D;E._S, CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace IJ LENDERS MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER UCENSE NO. Filing Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ g BUILDING ADDRESS Energy Plan Checking Fee PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00, Each as water heater or vent 15. 00 TYPE OF WORK New 0 Addition 0 Remodel 13 Utilities 0 Installation 0 Other 0 11� Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W F_ 920.00 PERMIT FEE ELECTRICAL PERMIT I Filing Feel 20-00 OR 0V LESS SS Main Service zoos 0. LE 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 11 License Cass Lic. No. I — OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 1, 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. 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP- OR ADDNS. , C. so. FT. NON Ic ION, s.T' m"T,'OURCTs 97.50 F.1ON1.E.RAPPA.RATUs IT CIR. OUTLET EX. OCCUp. OUTLET OR FIXTURES 20 @ 1.00 SAL @ .50 U11TXLE D A PR=. - OR Ex. Occup. . E Ts CP) EA. 5.00 Temporary Service 23.00 - Mobile Home Facilities 20.00 Misc. Wiring 23.00 - PERMIT FEE WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 0 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. 0 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'D compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Co_ forthwith comply with those provisions. X Date Signature of Applicant' O'Owner Contractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. structures f Struct' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE Mobile Home Installation Fee Energy Inspection Fee $ occ CONST. TYPE TOTALFEE $ /1 n Z�' rT FEES' IMP 7 I -FLOOD CDF PARCEL' PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have J By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) C i tD.S.-E.D. WHITfReceiptNo. lt) GOLDENROD -APPLICANT WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR W T . -3 Z -2--q M CSEinA or! AfE C1-tt c.J DESCRIMON OF INSTALLATION 1. ROOF Material Thigcnees (indtes) 'a 2. CEILING Batt or Blanlcet Type eats Thldaness 13 Lmas FSA Type n!b M!ss Cantracwh aNn. Installed vueiOM sq. • bl S t . Brand Name Themed Rem (R Vdm) Brand Nsrne Johns Manville Thermal Resistarm (R -Value) �'3g Brand Name Johan Manville wmhwm Thickness LS. -4S Inches. M01u1aduner"s Instated weight per square float do achieve Thenrnll Resistanoe (R Value) X38 3. EXTERIOR WALL Material _ bowbm Barts TMdmm (In chesl6 4. RAISED FlAOR Material Makin am Thidotess (imdtss)=_ S. SLAB FLOOR i PERIMETER . Material Perimeter insulation Depth . & FOUNDATION WALL Ttddcrmss (inches) ► Brand Name , JAMB Manville Thermal Resist me Thmmal R (R Value) Brand Name Therm Rice (R.Value) Brand Name Then W Residence (R -Value) t DECLARATM iwi:i)In Iffin a °f lSC.bti C.I.) ti. 2x7 • �-( „ "Wit, nir, tm G COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 / / PJ/WI7NO. (Rev. -12/96) APPLICATION AND PERMIT , ASSESWR PARCEL NUMBER 007-210-049 ZONING qTz BUILDING PERMIT Jri 893,0711 TELEPHONE SO. FT. OCC. BUILDING VALUATION - .OWNERS MAID ADDRESS 1063 Eaton Road Chirn CA 99973 119f; li 21 528 06 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ BUILDING ADDRESS M=Wmaii AN4e Chi -o Energy Plan Checking Fee ' $ PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 22 7.00154.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF— 3 hdrm i 5 lha W11 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 800VOR LE Main Service 200A OR LESS 23.00 23 QQ 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 N force and effect. i ,SS� License Class Lic. No. �j/ 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 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, and agree that 6 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f K it comply ' h th provisions. X _ Date �'/�'� 3 S gnature of Applican - XOwner Contractor ❑ Agent An OSHA permit is required for excavations over 510" ee and dem lition or construction of structures over 3 stories in height. S Main Service TO 46.00 WEE200A 'c'000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. eLOs. 3.5QFT: 17 '22 NOOWEW RESID. MULTBRANCI.OUTLET 97.50 ,POWER POWER APPARATUS OUTLET CIR. 20 o 1,00 Ex. Occup. OUTLET OR FIXTURES 20 @ .50 Ex. Occup. Dvntrs g=6.)oERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 2 19.82 MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin 1 5 00 45 00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $1-25.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 4c, no occ CONST. TYPE AL EE $ AZ D. IMP 00 CD P C ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B`'" / Y PERMIT EXPIRES ON th applicable provisions Resolutions to do work been paid. D e��/ D� � (� Dafe Receipt No. , WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN - SPECTO LDENROD-APPLICANT ' - COUN'trY OF BUTTE -DEPARTMENT OF ,EVET SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 9596 oneo(5`30)538-7541 Fax (530)538-2140 v. rJ `.• PERMIT APPLICA DATA SHEET //�) Q OWNER: ASSESSOR PARCEL NUMBER CO 0 Proposed Building Use: Counter Technician: �� Date: L4 — / 7` G^3 Items quired in or er to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Ci/1 ,-Plot plans, or 4 set ,signed by the preparer of the plans. (�-omplete plans, or 4 .ets, signed by the preparer of the plans. ❑�3�- Engineered plans, r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Q, n ineered tru details and layouts in duplicate. No faxes! g Y P Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, allinduplicate. AV}7. Meta4�l;-uj1tffiigs: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate............ .................... ❑ 9. 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 ..................................... following items.) ,I 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _j % [_U J 15 tatement of Intent for Non -heated and A/C Buildings .................................. �... Sanitation and plot plan approval from the Environmental Health Department in C t.(i I taw ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: C�)<_(B)Parking: (C) Parcel Check: t) 03 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the,Public Works Dept. (construction approval prionto occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 0Worker's Compensation Carrier and Policy Number..............:.................�............ 0wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner)............`......... "e7AT/ -3- ❑ 2 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Sptement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been infor of he abov 'terns a equirements for obtaining a building permit. A�pplicant: Date: �/,/-/-03 1. Index permit application for the above item oumbere 2. Additional items reouired Contractor, designe Zn2z wasadvised of the above data by p o,❑ -mail, counter, by Contractor, designer,w advised of the abo ata by phone, ❑ mail, ❑ counter, by > Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: L Yellow: Bi5ildiij Division Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 (� SCHEDULE OF FEES DUE OWNER _ V �^ PROPOSED BUILDING USE I �11/ , S -r- 1. BUILDING PERMIT FEES I „ Z Balance Due ....................... $ y/ Additional Fees Due ................. $ A.P. # DATE RECEIPT # DATE C. 5[S Additional Fees Due ................. $ 'Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES Q&k7 I dik (paid at District Office) ( 03 p �c.oeG 3. SHERIFF FEES (paid at Building Division) idential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. -1, Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. e'5. RECREATIONAL DISTRICT FEES (paid at District Office) (Ava' P hec 6. THERMALITO DRAINAGEDST FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHEC OZM,,t�` $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE P -P ` 2" -I $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE -/-a J Pursuant to Government Code Section 66020, yoiVare hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTYPARRS DWAaWWPNSNT'FBB CERTIFICATION FORK CHICO AREA RECREATION AND PARR D(LI�ISTRICT Assessor Parcel Numbers) d %©•'' �T Property Owner Project Locati Subdivision Lot Number(s) Residential Development: (check one) V New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: 7;*5 /'1.5; A ��GG �`✓ . , l _Non -Residential to Residential Building Department Representative Date �r�r�rrrx�rxx�rrr,t**�r��*�vr*�c*,�*�rW,�x�vr,��r�rrr,�,r,trr�r�r�r�r�r�rw��r�r�r*�r�r�r**x•�r**�r*�t�t�t�r�r�r�r*�r**** ie 7 <4 Chico Area Recreati,onn and Park,District(CARD) certifies that ('Applicant Name) (Phone Number) Street Address) (City) .(State) (Zip Code') has complied with the requirements of Butte Co. Resolution No. 90-140 by payment fog' dwelling units @ $1,189 for•total payment of $ F P -3 CARD A e-resentative Date PAID BY CHECK N0. RE RKS:jy P_ BANK N0. ,'PAID BY CASH ,� RECEIPT N0. Distribution: White --Applicant Pink --CARD park.fee (form revised 11•/.90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE. COUNTY SCHOOLS IMPACT EE CERTIFICATION FORM s (One formrper Bullding) t i SchooliDistrict J /f; ilaefr Building Department No. i A.P. Number (j -1 .2 V ' ( V91 Jurisdictio city County r Property Owner Property Location/Add�ess �Z7 y 1 \ /) r e9 Yom, GI I" l Y \ I V Subdivision Lot No. V Residential Development . _ Q ? Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # € *(No foundation inspection): /0 0 Commercial/Industrial New Addition Sq. Footage (Including Exterior Roofed Areas) Date moor rians reviewea oy acnooi-uisincx rersonneit I District Identification No.: School District certifies that (Applicant) J z (Street Address) (Phone Number) Q .y"l (City) (State) ' (Zip Code);_ has complied with the requirements of Resolution No. by payment of $ • representing J square feet. AB 2926 $ FULL MITIGATION $ School District o- O-zS Date Paid by Check # Remarks: �� 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. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm �a �P ��:� IIII III III I IIII I II I Ilii Illi l II 1111 AND WHEN RECORDED MAIL TO: ' . 2003-0032165 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded OfficialRecordsI I REC FEE 10.00 COPIES 2.50 S F Count I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I MaryR 02:47PM 19 -May -2003 I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT a FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �{7lr9cff �� Date ��, State of California County of -Rj 44— On 4 - On 1h(1!}." I" ZObj before /�( E 76C.26o7/VnV TY 'e fie" L • personally appeared C, .l )-)i t. -P(-, X-rk a personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)151& subscribed to the within instrument and acknowledged to me that k0she0y executed the same in histhter4lQr authorized capacity(ies), and that by hisf#rerfsignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m hand and official seal. Signatur C Seal: LISA M. M qOAh A.P.# Co7-2/52-- OT�7 COMM. -f1289743 NOTARY PURL'"ALIFORNIA COUNTY OF BUTTE Com Dl�ee Jin 7, 2006 1 ORDER NO. BU -176803 TB DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: A PORTION OF LOT 22, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HOBART SUBDIVISION OF THE DANIEL BIDWELL RANCHO", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE.COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 7, 1904, IN BOOK 4 OF MAPS, AT PAGE(S) 24, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE LINE BETWEEN LOTS 22 AND 23 OF SAID SUBDIVISION, A DISTANCE OF 264 FEET NORTHERLY FROM THE CORNER COMMON TO LOTS. 21, 22 AND 23; RUNNING THENCE NORTHERLY ALONG THE LINE BETWEEN SAID LOTS 22 AND 23, A DISTANCE OF 272 FEET TO A POINT AT THE NORTHEASTERLY CORNER OF SAID LOT 22; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID LOT 22, A DISTANCE OF 341.7 FEET TO A POINT AT THE NORTHEASTERLY CORNER OF A PARCEL OF LAND HERETOFORE CONVEYED TO LEON L. WADLINGTON, A SINGLE MAN, BY DEED, RECORDED NOVEMBER 19, 1946, IN BOOK 416, PAGE 24, OFFICIAL RECORDS; THENCE SOUTHERLY AND PARALLEL WITH THE EASTERLY LINE OF SAID LOT 22 AND ALONG THE EASTERLY LINE OF SAID LEON L. WADLINGTON LAND, A DISTANCE OF 280.96 FEET TO A POINT AT THE SOUTHEASTERLY CORNER OF SAID LEON L. WADLINGTON LAND; THENCE WESTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT 22 AND ALONG THE SOUTHERLY LINE. OF SAID LEON L. WADLINGTON LAND,. A DISTANCE OF 131.75 FEET TO A POINT IN THE WESTERLY LINE OF A PARCEL OF LAND HERETOFORE CONVEYED TO PETE RASMUSSEN, ET UX, BY DEED RECORDED OCTOBER 19, 1945, IN BOOK 370, PAGE 216, OFFICIAL RECORDS; THENCE SOUTHERLY AND PARALLEL WITH THE WESTERLY LINE OF SAID LOT 22 AND ALONG THE WESTERLY LINE OF SAID PETE RASMUSSEN, ET UX, LAND, A DISTANCE OF 196.57 FEET, MORE OR LESS, TO A POINT PERPENDICULARLY DISTANT 264 FEET NORTHERLY FROM THE SOUTHERLY LINE OF SAID LOT 22; THENCE EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT 22, A DISTANCE OF 404.75 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION OF EATON ROAD CONVEYED TO THE COUNTY OF BUTTE. BY GRANT DEED, RECORDED JUNE 11, 1984, IN BOOK 2953, PAGE 689, OFFICIAL RECORDS. O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES(f $ NO 0 2. I HAVEsd HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: 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: I SIGNED: ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: SOCIAL SECURITY NUMBER: O DATE: 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 offwe before we are permitted to issue the permit. OVER OB. -1 . OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put theirlicense number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, /%-1 Mic 1 C. Vi ira, C.B.O. M ern, Building Inspection NOTE. 77iis Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm. Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State. Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more . than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen -BNPs, the appropriate changes will be made. without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's. agent, certify that I am aware that a construction project that disturbs.more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: - 4.e4 Date: 7 02 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan � AP NO.: 007-210-049 DATES: 04/17/03 1 UTT County ofButte 1Perry T_ OWNER: Robin Phone: 630 893-0711 > "'• o }x r Phone: Department of Development Services o COV 1064 Eaton Road Phone: MAIL N.11 Building Division `OJ ADDRESS: Chico CA 95973- Email: 7 County Center Drive Owner I Phone: Oroville, CA 96965 Phone: CONTRACTOR (530) 538-7541 Email: Phone: ARCHITECT OR Lic No.: PERMIT NUMBER: 03-1111 ENGINEER Email: SITE Moresman Avenue Phone: APPLICATION AND PERMIT Chico CA Email: ADDRESS: ZONING SR LOT BLK I MAP BKPG Flood X:, 0340C SRA ACRES 2.71 SNOW LOAD OTHER: USE o F a H Other: �Dplx TYPE OF New Addn Rmdl Utlts Instln WORK M 0 p p 0 Other 3 bedroom, 5 bath with 3 car garage DESCRIPTION LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality 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 License No. OWNER -BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: 1, 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. 0 0' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: 0 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 0 Carrier: Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). 0 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 the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY 0 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date 0 Owner 0 Contractor O Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON: Date Page 1 of 2 r M O AP NO.: 007.210-049 1 DATES: 04117103 OWNER: Perry - Phone: (530) 893-0711 91rE Moresman Avenue Chico ADDRESS: CA VALUATION CODE SO FT $ISO FT VALUATION ELECTRICAL PERMIT R-3 R 3856 $54.00 $ 208 224.00 Filing 1 S 20.00 1 $ 20.00 U 1196 $18.00 $ 21 528.00 Main Service 0 $ 600V or less/200A or less 1 $ 23.00 S 23.00 $ 200+A to 1000A $ 46.00 $ S New Construction or Additions Roofing z = 0 s .ft 0 $ 60.00 S Dwelling Occupied & Accessory Bld 5 1 5052 $ 0.035 1 $ 176.82 Fireplace A/0 11 M I I 1 $ 1,500.00 New Construction Non -Residential TOTAL VALUATION $ 231,252.00 Muiti-Outlet Branch Circuits $ 7.50 $ PERMIT FEES CITY FEES Power A paratus & Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee i $ 1,101.50 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes @ 1/2 Fee $ Outlet or Fixtures 20+ S 0.50 $ Plan Check @ 65% Permit Fee $ 715.98 Fixed Appliances or Outlets (Res) ea. S 5.00 S Plan Check Minimum/Mobile Home State Approved Plan S 23.00 $ Temporary Service S 23.00 $ Revised Plan Check $ 46.00 $ Moble Home Facilities $ 20.00 $ Energy Plan Check Commercial: and 4000+: 0 $ Miscellaneous Wiring$ 23.00 $ - Ia ntial: 1 To Master. 1 ' ' _ $ 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 S 46.00 Pool Electric $ 30.00 $ Mobile Home Installation Inspection S 100.00 $ $ $ $ S $ TOTAL PERMIT FEES $ PLUMBING PERMIT 1,906.48 TOTAL ELECTRICAL PERMIT FEES $ MECHANICAL PERMIT 219.87 Filing 1 S 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap 22 S 7.00 $ 154.00 Heating U to and including 100,000 BTU 3 5 15.00 $ 45.00 Solar or heat pump water heater S 23.00 $ Greater than 100,000 BTU S 20.00 $ Water piping 1 $ 15.00 $ 15.00 U to 3 HP and 100,000 BTU 3 $ 15.00 $ 45.00 Each gas water heater or vent 2 $ 15.00 $ 30.00 Cooling 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ Gas piping system 1-5 Outlets 2 5+ Outlets 1 2 S15/$3 $ 30.00 Evaporative Cooler $ 15.00 $ Building Sewer 1 $ 15.00 $ 15.00 Extend Ducts in Additions $ 15.00 $ Mobile Home Utilities Sewer. I I Water. 1 Ges: 0 $ 20.00 $ Hoods 1 $ 6.50 $ 6.50 $ Ventilation 2 S 4.50 $ 9.00 $ Gas Fireplace $ 15.00 $ TOTAL PLUMBING PERMIT FEES $ 264.00 $ IMPACT FEES SHERIFF MECHANICAL PERMIT FEES $ TOTAL BUILDING PERMIT FEES $ 125.50 2,515.80 Residential Per SF Living Unit S 360.00 $ TOTAL OF ALL FEES $ 2,515.80 Multiple Per Living Unit $ 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. S 0.03 $ Filing Fees $ 80.00 STATE RESPONSIBILITY AREA (SRA) Per Structure S 89.00 S Plan Check Fees $ 738.98 DRAINAGE SRA FEES $ Thermalito Residential Per Living Unit $ 510.00 $ Other Fees: commercial Per Ordinance 3304 1 1 $ MINIMUM PAYMENT OF FEES $ 818.98 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each Mlt le Living Unit Service Structures Per Sq. Fl. Commercial Medical Structures Per Sq, Ft. Industrial Structures Per Sq. Ft. S $ $ S S 1,982.00 1,370.00 10.19 2.22 1.02 $ $ $ $ $ PAYMENT INFORMATION Date: Staff: Recei t # 375589 Cash Check # I Check $:1 818.97 FEES PAIDI 818.97 BALANCE OWEDI $ 1,696.83 Residential Per Each Single Living Unit $ 595.00 $ Date: Staff: I Recei t # I Cash Per Each Mltple Living Unit $ 355.00 $ I Check#j Check $: Thermalito Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAID 0.00 Office Per Acre $ 11,924.80 $ BALANCE OWED $ Industrial Light Per Acre S 5,962.40 $ Date: Staff: Receipt # I Cash Heavy Per Acre S"932$ Check# Check $: WATER TENDER Per Parcel S 200.00 $ FEES PAIDI 0.00 RECREATION DISTRICTS -Proof of Payment Only BALANCE OWED $ - Chico Area Residential Per Living Unit $ 1,189.00 ❑ Date: Staff: I Receipt # I Cash Durham Residential Per Sq. Ft. $ 1.04 ❑ 1 Check#j Check S: ❑ FEES PAID 5.00 NORTH CHICO SPECIFIC PLAN BALANCE OWEDI $ 1,696.83 Residential Per Dwelling Unit SR -1: SR -3: SR-1/PD: R1: I R2: R3: 0 $ 0 3,315.00 S S Occupancy: Construction: ISSUED Industria# Commercial Industrial SF Commerical SF Office SF School 0 SHAZ FEES ii CDF PRC PD HD SCHOOL DISTRICTS - Proof of Payment Only ❑ ❑ O O O ❑ ❑ Marysville Joint Unified - 064 TOTAL IMPACT FEES Collected by Development Services $ ❑ - Note: Feb 01 02 "08: 13a P. 1•. COUNTftF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 131.11 DI G DIVISION ' 7 County Center Drive • Oroville, California '95965 • Telephone (530) 38-7541PE I o. Rev. 12/96) APPLICATION AND PERMIT C 3' - ASSESSORPARCELNUMBf�JL J T ^a 0 O� 67 Z7 ° /Z BUILDING PERMIT (/� Off( ASO. FT. OCC. BUILDING VALUATION OWNER n ,� 1C�-��� D _ _ _ __._-_�J'./ j� 7l .. - 1 1 DWNER IL RES �j/� . V-. LOT NO. I SUBDNISIONS NAME PARCEL MAP USEOFSTRUCTU/RjE% SF,X Duplex ❑ Mobilehome ❑ Other / tl ' 1 ePECIFY TYPE OF WORK Now ❑ Addition ❑ Remodel ❑ Utilitiies� ❑ Installation ❑ Other ❑ Describe Work:l'll�-Q�1'Yl(� " PERAIT FEE PA2b SM • . SHERIFF C�TH� AA0VNT RECEMb ��siilA.iv - lace Valuation IFling Fee r 1 $ 20.001 Permit Fee Energy Plan Checking Fee $ b PERMIT FEE $ PLUMBING PERMIT Each Tr Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Mobile Home PERMIT FEE CONTRACTOR'S NAME TELL OCONSTRUCTION CONTRACTORS MAILING ADDRESS LENDER • TENDER'S MMUNG ADDRESS ARCHITECT OR ENGINEER UCENS ARCHITECT OR ENGINEERS MAILING ADDRESS B140WG ADDRESS ,ten _ _ A LOT NO. I SUBDNISIONS NAME PARCEL MAP USEOFSTRUCTU/RjE% SF,X Duplex ❑ Mobilehome ❑ Other / tl ' 1 ePECIFY TYPE OF WORK Now ❑ Addition ❑ Remodel ❑ Utilitiies� ❑ Installation ❑ Other ❑ Describe Work:l'll�-Q�1'Yl(� " PERAIT FEE PA2b SM • . SHERIFF C�TH� AA0VNT RECEMb ��siilA.iv - lace Valuation IFling Fee r 1 $ 20.001 Permit Fee Energy Plan Checking Fee $ b PERMIT FEE $ PLUMBING PERMIT Each Tr Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Mobile Home / POWER APPARATUS & SINGLE OUTLET CIA Ex. Occup. ( OUTLET OR FORURES Ex. Occup. ( OIlTLETD FMD APPLNS. OR (.ESID.) EA Temporary Service Mobile Home Facilities ^W-) fl1SL_.- Filing Feel 20.00 7.tio,,�, 4,0 23. 15.1.0 15.00 30 (10 15.00 0 1 5.00 OD @20.00 60 =Bing Fee 20.00 23.00 46.00 so 3.52FT.. �C (97.50 zo ®I.00� BAL .50 I 5.00 23.00 20.00 23.00 PERMIT FEE $ MECHANICAL PERMIT "gFee20.00 Heatin ,&iCoolin Hood PERMIT FEES .0o •� Mobile Home Installation Fee S Energy Inspection Fee S r O OCC CONST. TTPE TO AL FE NA2. D. FEES M O CDF POIEL IMO I ISSUE ... This permit is hereby issued under the applicable p7'0vtsfon's of the Butte County Code and/or Resolutions to do wor Indicated above for which fees h b 1,4z— - By Date ReceiptNo. PERMIT EXPIRES ON WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT re — PERMIT FEE ELECTRICAL PERMIT Main Service ( eoov DR LFss 2ooA .111LEss Main Service ( 200A TO 1000A NEW DOND . r OWETLING OCCUP. / POWER APPARATUS & SINGLE OUTLET CIA Ex. Occup. ( OUTLET OR FORURES Ex. Occup. ( OIlTLETD FMD APPLNS. OR (.ESID.) EA Temporary Service Mobile Home Facilities ^W-) fl1SL_.- Filing Feel 20.00 7.tio,,�, 4,0 23. 15.1.0 15.00 30 (10 15.00 0 1 5.00 OD @20.00 60 =Bing Fee 20.00 23.00 46.00 so 3.52FT.. �C (97.50 zo ®I.00� BAL .50 I 5.00 23.00 20.00 23.00 PERMIT FEE $ MECHANICAL PERMIT "gFee20.00 Heatin ,&iCoolin Hood PERMIT FEES .0o •� Mobile Home Installation Fee S Energy Inspection Fee S r O OCC CONST. TTPE TO AL FE NA2. D. FEES M O CDF POIEL IMO I ISSUE ... This permit is hereby issued under the applicable p7'0vtsfon's of the Butte County Code and/or Resolutions to do wor Indicated above for which fees h b 1,4z— - By Date ReceiptNo. PERMIT EXPIRES ON WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT re — .. S ��r����. .. . �. � � - , � ., _ V Department ®f Development Services Building Divisi®n 7 County Center Drive Oroville'CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Constlructi®n Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance. with recognized good practices and of a quality prescribed for the specific use in the 2001 Califomia Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.) • . Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise,.run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.32). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. e Closet lights per N.E.C. Article 410-8. e Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide''/="x 10" anchor bolts @ 6' o.c. max and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) e Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.72, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: Building Permit Number: Plans Examiner: 509, U.B.C.) Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the, requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering. Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwal. system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood . elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Plans Examiner: r �%3 o 0 r `C p Ovv ver. Plans Examiner: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONZY Building Permit Number: A. P. Number: GE,iER.AL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2 Setbacks. side yard. easements. etc. 3. Other buildings or structures. 4. Grading fills andior drainage. —____ ---- 6 Special conditions on Parcel Map: Loise 0 Sita ❑ Fire Sprinklers ❑ Water Tender ❑ Tmfric and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.31 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape, or rescue windows shall have a minimum net clear operable area of 5.7 square feet The miaimnm net clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". «lien %vindva s are provided as a means of escape or rescue, they shall have a finished still height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less thea 7 6d measured to the lowest 2miection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 Ext in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage. kitchen, wet bat. and exterior receptacles (NEC 210). 9 Water heaters a hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening hyo a bath or bedroom (Uniform Plumbing Code section 509.0). I4 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abe+droM or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code secd=304- 4 11 Garagclre%vall separation - required on garage side including supporting walls and posts (Unifixtu mag Code section 302.4 exception e3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove — Ub1C section 205 confined space & 223 unconfined space & 304.2). 14 Smok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Showtr compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Beed wall panels shall start at not more than 8 feet from each end of a braced Rall line. Braced Rall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.113). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1.) Braced Rall .' lines must be continuous throughout the structure. 2.. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to consam building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. S. Fireplace construction details and calculations if necessary. --�' 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design 15. Gypsum wallboard nailing inspection required 16. If the area below the lowest floor is fully enclosed. than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed kith the bonom of the openings no more than one foot above grade. Alternatively. kation may be pro-% ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shoum on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent x ater from entering or accumulating with the components during conditions of flooding. NUSCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Utriform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). `6. Foam insulation - protection. 7. 36" balls and stairways (Uniform Building Code section 1064.3.3.2). 8. Two e)dts on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.'). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQLiREMBNTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6• ❑ Sub -Standard Housing lever. Pace of Department. of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX August 5, 2003 Robin Perry 1063 Eaton Road Chico, CA. 95973 Building Permit Number: 03-1111 Assessor's Parcel Number: 007-210-049 This office reviewed the above referenced building plans. Provide additional information and/or makerevisionsto plans, specifications and calculations as follows: 1. Address note on truss A5 and B1 regarding engineer review of drag truss. 2. Address continuity of shear transfer at line 1. 3. Provide connection details for drag trusses. 4. Provide letter from engineer addressing truss package revivew. 5. Address detail 4 on S2 labeled "Interior Footing". i Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Davi Wasney Building Inspector III. August 5, 2003 Robin Perry 1063 Eaton Road Chico, CA. 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-75.41 (530) 538-2140 FAX Building Permit Number: 03-1111 Assessor's Parcel Number: 007-210-049 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Address note on truss A5 and B1 regarding engineer review of drag truss. 2. Address continuity of shear transfer at line 1. 3. Provide connection details for drag trusses. 4. Provide letter from engineer addressing truss package revivew. 5. Address detail 4 on S2 labeled "Interior Footing". Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Davi asney Building Inspector III. z f TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Riot Rion AKec�—� Floor Mn Atuchad Som to 8.0 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for > dwelling. Other �3 b� _ ectR-e- Hold finaf for: ..D -i clearance O.K. NOTE: r: / Environme tal Health Specialis - Date 8/96 NOTES i S t RESIDENTIAL i 007-210-049 O 1-2116 PERRY, ROBIN 3227 MORSEMAN AVE, CHICO BUTLER BLDG ( GARAGE ) 41� SPECIAL CONDITIONS SRA .. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) �/Ll Signature CHECKED BY ✓ = OK 0 ='Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1 5. 1. Zoning Requirements -Setbacks -Easements Carports; Windows -Doors 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete Siding; Nailing-VeneerjStucco-Mesh 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete ce s 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Card B-1 a Card B-1 7. Well Clearance & Disconnect Setbacks -Easements 8. Utility Clearance 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining' 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements -Setbacks -Easements Light Niche 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 EOUS Date OK except #'s 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. t Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 1 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 3 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing-VeneerjStucco-Mesh 10. Roof; Shthg-Roofing 11. Exy; Steps -Doors -Landings ff ce s 5F /-V-o-e Date 8 Card B-1 a Card B-1 Date ,A -,Gard B-1 ate Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability - 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining' 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test I r 11. Light Niche Date Card B-1. Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) Not Ready Date 82. Underfloor (Plans) OK except #'s t. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date 15. Access & Ventilation Comments at Final: 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe, Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 82. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-RoN Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic Date 59. Shear Walls; Nailing -Bolts Date 60. Brace Interior/Exterior Wall Panels Date 61. Insulation -Walls -Ceilings Comments at Final: 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT, OF MVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-701 , APPLICATION AND PERMIT ��JJ P,g�R_MIT NO. J5".2 (yaJ.L ZNO BUILDING PERMIT RMIN PERRY ONE T LEPH-0 711 93-0 SO. FT. OCC. BUILDING VALUATION 3900 70,400.80 IM'MWERD, CHICO 95973 t3mR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 70 zLnn Rn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 509-00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ 330 95 s� �{+s� .S�DL ADAVE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIONS NAME HOBART PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 40 x 80 BUTLER BLDG Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W Q2o.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV LESS Main Service 2o0A OROR LESS 23.00 63.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful!.Jprce and effect. �2 [ /r . J License Class Lic. No. �T 7-d J- 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. ❑ 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' 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 shallTOTAL 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 wor co pensation provisions of section 3700 of the Labor Code, I shall fo c pi wit se o isions. • 2 3 . 0 / X Date _ Signature of Applicant - Owner ❑ Ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so. OR ADDNS. ( & ACC. BUDS. 3.5¢FT. 'N�p}galp ' MULTI.OUTLET 97,50 POWF3i APPARATUS 8 SINGLE OIlREf CIR. Ex. Occup.OUTLET OR ParuREs SAL. p ,:. Ex. Occup...FIXED.s RI ,DER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 5P rio MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile Home Installation Fee $ . Energy Inspection Fee $ DCC CONST. TYPE FEE $ 897.85 MPEES HAZ. — I — D CDF _ P EL " s UE This permit is hereby issued under of the Butte County Code and/or indicated above for w ' ees have By q PERMIT EXPIRES ON / the applicable provisions Resolutions to do work been paid. Date A� V 6 10 Date ReceiptNo. 331498/$1007.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ni*y°.- .,.—r.er•.•�vm+a�,,�lri�'i�'err^,....�•�.�,'vv�^y..F7"r�q."I''�,�k'""P T[f�'T �'��ra�y1�''d�+�`�M'�:[�.a•{'„�'h.�,"tiyj�r,r'�-.:..rotil Ar ' COUNTY OF BUTTE -DEPARTMENT 6F DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL - Q Proposed BPiddingg Use: Building Inspector: Date: G G At time of permit application, was advised the following data must be submitted prior to perm' processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3.i Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �t ❑6. Energy Design Compliance and supporting documentation.---------------------------------------------------- f ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ �09rF nufactur Home data and installation instructions including Tie Down Specifications.------------------ eesof $ e-�-��� --------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- YL hl 3. ood elevation certificate.------------------------------------------------------------------------------------�-- tation and plot plan approval / G Health Department. ------------------------------------------- 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16 lot plan and business license approval from the City of Biggs. ---------------------------------------------- % 7. Pla3pinfapproval for (A) Use: (B) Parking: -------------------------- p't(i•Sd� �/ E1� 11 18ontact Land Development about El Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- j ❑ 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ c ❑22. Workers' Compensation carrier and policy number. ---------------------------------------1------------------- x� ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------------ tt ❑ 24. Letter of signature authorization.---------------------------------------------------------- r----__ ______------ 1125. Recorded copy of Agricultural Acknowledgment Statement.------------=--------�----------t-------------- ❑26. Letter of intent on building use.------------------------------------------------------------------;f--------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ` .--------------- 030. Other: ------- , Whee you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ►Telephone 9iU 07H 10anhold for pickup at C///60 ffi Deli inspector. �/L .4� 9 �'t r / 10% / Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, a Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othe : Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail;•❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by , Date: - ` - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by ate:' Plans reviewed by: Date: Plans approved JW �C- Date: -Z �p •D� Sets of plans on hold in ❑ Plan Cabinet, 0 A.P. folder. Note transfer by:,." `' `` Date: VPllnw (nnv - T)Pnarfmant nfTI—Annmont Co..;. R,,aA;. Tl:..:-:.,.. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance mow` E.H. USE ONLY °PfdCPlan An.Zd Floor Plan Attaeh_0 C Sent Sontto B.D. Pyr V3ZZ7 /Ll��rseim 7- ZIb -a49 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for -d ref�rg. Other �,Q6r4_��rZ �ocu- �a� �!✓�ym�•ix� Hold final for: Final clearance O.K. for: (VOTE: FiS�S g 2,7 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STAOMENT OF USE - DETACHED AOESSORY BUILDING PN: ONE: _ BUILDING PMT. # Co -7 !O ,'III 'OWNER: MW MAIL ADDRESS: l0(0' SITE ADDRESS: PROPOSED USE:�� Y PHONE: 07// !l PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION 0) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already bulk, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify existing access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? CONSTRUCTION FEATURES: Yes: No: X Yes: No: A Yes: No: 16. Yes: No: _ 4 Yes: No: Yes: Yes: No: Will this building have a water heater? Yes: No: 19. Yes: No: Yes: No: x Yes: No: X Yes: No: X Yes: No: 16. Yes: No: No: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: T 15. Will this building be heated or cooled? Yes: No: JC 16. Will this building have a water closetttoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? CC9,VGaz_,- 20. What type of wall covering will the building have? /hC�C-,� L ADDITIONAL INFORMATION: f� li ed r s�� Lr -;P76N I hearby affirm under penalty of perjury the above Infromation Is true and correct. I understand that any changes to the use, or character of use, of this building will require perm from the permitting authorfty. understand that Real Estate Disclosure laws require disclosure of this information If or when offered for sale, OWNER'S SIGNATU DATE OWNER'S SIGNATURE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: DATE APPLICANT: OWNER: PL• :Luhi.l i ll: A. P. #: WORK DESCIi DATE PC' -ECT PROCESSING R_ F'J'ORD I I- 7 lit, [ON: DFSC'1ttPTION OF STEP ' NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: Fe-,Y-rL4 Building Permit Number: 2 < <0 Plans Examiner: y, <1 -A_ P. Number: V V7 GENERAL: 1. Plans designed and wet stamped by a California licensed architect or registered engineer. 2. Complete Code Analysis provided. 3. u Proper description of work on the application. 4. Zoning requirements - Planning Division approval. 5. Land Development approval. 6. Fire Marshal approval. 7. Environmental Health Department approval - (a) Kitchen (b) Pool (c) H occupancy. 8. Hazardous Materials and Emissions Questionnaire. 9. Building permit valuation. 10. Existing violations on the property. ' 11. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. State Responsibility Area review of plot plan. 7. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 8. 9 FAU & FAS road setback. B 'ldin ` >7 `t onee�- re. i g or uuhties across lot Imes (record form). �r n ✓ OCCUPANCY REQUIREMENTS: l 1. Compliance with specific occupancy requirement. C `j 2. Occupancy Separations (Uniform Building Code section 302). 3. Area Separations (Uniform Building Code section 504.6).4s,ra.Yyi 4. ire walls due to location on property (Uniform Building Code section 503 aid- Table 5-A). Maximum height requirements (Uniform Building Code section506 and Table 5-B). 6. Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505)... Z 7. Fire Sprinkler System (Uniform Building Code section 904). 8. Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 310.10 = R-1). 9. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 10. Smoke Control (Uniform Building Code section 905). 11. Accessibility for the Physically Disabled (Title. 24). Page 1 of 2 12. National Electrical Code requirements (Medical - Article 517, Assembly - Article 518, etc.). 13. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 14. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code section1506). 3. Parapets (Uniform Building Code section 709.4). ° 4. Floors and walls in water closet compartments and showers (Uniform Building Code, section 807). 5. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 7. Skylights (Uniform Building Code section 2409 & 2603.7). 8. Stages and platforms (Uniform Building Code section 405). 9. Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: 1. General egress requirements: 1.1. The Exit Access (Uniform Building Code section 1004). 1.2. The Exit (Uniform Building Code section 1005). 1.3. The Exit Discharge (Uniform Building Code 1006). 2. Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3). 5... Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4). 6. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 7.: Egress requirements based upon occupancy category (Uniform Building Code section 1007). 8. ' Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 9. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 10. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 11. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: 1. Brick or stone veneer (Uniform Building Code section 1403). 2. Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. High Strength Bolting. 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. 5. Expansive soil - special foundation design required. BUILDING PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. Fire Sprinklers required. 4. Special Inspection requirements. 5. Use Permit conditions. Page 2 of 2 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECT/ON CERTIFICATE OF BOLTING INSPECTION DATE: 01/07/02 PROJECT: Robin Perry Garage/Shop Bldg. 3227 Morseman Ave., Chico c CLIENT: Perry Company A.P. # 007-210-049 Attn: Robin Perry 1063 Eaton Road Chico, CA 95973 Bolt S e. Req'd Tension Test Torque Turn of the Nut TImpact Test in da ;x. lbs ft -lbs turn ast snu sec 5/8'2`j ; 'u';: 19,000+5% 1/3, 1/.",.x 28,000+5% 1/3 a\. Y ;�-DESCRIPTION•OF WORK 'Arrived at the j.ob`pte at 1400 hrs. to perform special inspection of high strength bolting at the Ridge & Haunch Conn't; f d s' of 40' x 80' metal building. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this s'n6ture are 5/8" & 3/4" diameter A325 grade high bolts without hardened steel washers beneath hardened'steel nuts. No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 64 — 5/8" bolts & 16 - 3/4" bolts in the structure, all were tightened. using the above mentioned procedure. ; Based on the above mentioned procedure, itis our judgment that structure. have been properly tensioned in accordance with the R( contained in the AISC Manual for Steel Construction.k,, i . �Y �. K. coy i Inspector~ Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 NOTEStl RESIt]�ENTI, 007-210-049 PERRY, ROBIN j 3227 MORSEMAN AVE. CHICO . CONT: OWNER ti t0XrTE/PUMP HOUSE,W/POWER I 57 i r SPECIAL CONDITIONS CHECKED BY t SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS . VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY �vdre s GAS -Meter By Date ELECTMeter By M y. Date I JOB FINALED (Date) it Signature l - F V= OK 0 = Mot OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements Decks; and/or Joists- cking- Bra ing-Stairs-Rails 2. Soils; Special MH Support Sketch ood Awn.; Post s -R t .- onnectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete Alum. Awn.; Column�nections-Splice- Decal- Enclosures 4. Water; Location -Test -Easement Needed (Sketch) Carports; Wi s -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 17. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date J`Q11Lfe0j Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vatve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE S, PARPORTS GARQGEB (Plans) OK except #'s ng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; and/or Joists- cking- Bra ing-Stairs-Rails ood Awn.; Post s -R t .- onnectors Shthg.-Frg-Bracing 5. Alum. Awn.; Column�nections-Splice- Decal- Enclosures 6. Carports; Wi s -Doors 7. Electric b -4- .O sU ' 1&-frmg.- airs-xncnom-Tt-ude'Ftrl6-'Tr ng; Nailing -Veneer -Stucco -Mesh 0 ; Shthg-Roofing 17. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date J`Q11Lfe0j Card B-1 Date Card B-1 Date Card B -f Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 ./ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s Date Date 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 40. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Walls Studs -Nailing Spacing & Braces -Plates -Sound 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 43. 5. Stemwalls, Main; Steel -Blackouts -Wrapped Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed'Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform it 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 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling, Joist-Rftr. Ties- Purlin-Roff Brac.-Truss -Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s` 7 County Center Drive • Oroville, California 95965 111, Telephone (530) 538-754 P RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 007-210-049 ZONING BUILDING PERMIT OWNER robin perry TELEPHONE 893-0711 SO. FT. OCC. BUILDING VALUATION OWNER5 MAILING ADDRESS 1063 Eaton Rd.- Chico, CA 9997-3 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MNUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 46 50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3227 Morseman Ave., Chico Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other numnhouse SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlifies ❑ Installation ❑ Other ❑ Describe Work: 1st Renewal BP#01-1964 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LES Main Service 20.AORLESS 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 a d Professions Code, and my license is I I force and effect. (// License Class � Lic. No. 7 �ErQ 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. ❑ 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' 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, and agree that if I should become subject to the W'pensation pro 'ions of section 3700 of the Labor Code, I shall ply wit os %visions. r Date S * 6 ant - Owner ntractor ❑Agent An OSHA permit is required for excavation ver 5'0" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO 46.00 NEW CONST. DWLINOCCUP. SO W CCU OR ADDNS. ( a ACC. S. 3.5¢Fr. NEW CONS MULTI.OUTLET NON50 -RESID. @7. a SOWER OPi FIA IC R. Ex. Occup. OUTLET OR FDrTURER g20 @'.50 Ex. Occup. oFur,EE°TSA es DEA R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 60.50 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or I dicat d above for which fees ave y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. S /� Date v pg Receipt No. WHITE-D.D.S.-B. CAN Y- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 777, 007-210-049 .02 -2451 -- PERRY, ROBIN 3227 HORSEMAN AVE., CHICO IST RENEWAL BP#01-1964 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75.51 a, ,E MIT NO. (Rev. 12/96) APPLICATION AND PERMIT )) ASSESSOR PARCELNUMBER 007-210-049 ZONING BUILDING PERMIT OWNER robin ppM TELEPHONE 80-0711 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1063 Eaton Rd., Chico CA 95973 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 40.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 3227 Marsgnan Ave. Chico Energy Plan Checking Fee $ $ PERMIT FEE $ 60.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other USe SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1St Renewal BM1-1964 Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA 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 arid Professions Code, �r�, and my license IS Iflt�ll force and effect. � �(f� License Class f//S Lic. No. J � 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 Main Service Zoog To I000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( . ACC. BLDS. 3.50FT. N CONS MULTI.OUTLET NON-RESID. 97.50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIxrURES Ex. Occup. BnL %'a'oo FIXED APPLNS. . OR Ex. Occup. 5.00 ounErs RESIDEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply ovith,those provisions. XC/ Date griature of Applicant -Owner ntractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc CONST. TYPE TOTAL FEE $ 60.50 ;of HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE permit is hereby issued under the applicable provisions he Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / �j / y �- Date / v� i `. Ik VV PERMIT EXPIRES ON I �/ Q� Date Receipt No. WHITE-D.D.S..-B.T7 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53541 PERMIT PERMIT NO. /� (Rev. 12/96) APPLICATION AND PERMIT p & ey ASSESSOR PARCEL NUMBER 007-210-049 ZONING SR BU I LD I N G P ER M IT OWNER PERRY ROBIN TELEPHONE 893-0711 SO. FT. OCC. BUILDING VALUATION 940 11 4 320 QQ . OWNERS MAILING ADDRESS 1063 EATON RD. CHICO CA 95973 t � _ . ��, _ A: 560. 00� CONTRACTORS NAME OWNER TELEPHONE CONTRACTORS "UNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $52.65 BUILDING ADDRESS 3227 MORSEMAN AVE. Energy Plan Checking Fee $ $ PERMIT FEE $ 153.65 LAT NO. SUBDIVISIONS NAME 2, 71 AC PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PUMPHOUSE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:- /PumPHmgF. W/DTsrnN c_r & POWER POLE W/ MAIN - 6 X 20 CD ERF'n Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oa� oa v ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect.aPSNGEL License Class Lic. No. '7gg65_3 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zow TO 1000A 46.00 ,Q NEW CONST. OWEWNG Occup. OR ADONS. ( a ACC. BLDS. O 3.5QsFT. q�lp MULTBRANCI.OUTLET 97,50 G A SUS Ex. Occup.oimOR FIXTURES 20 @ 1.00 BAL @ .w Ex. Occup.OFlxunt�s Aa ) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ 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.) JXI 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 laws of California, and agree that if I should become subject to theX compensatio pro ' 'ons of section 3700 of the Labor Code, I shall fo th m ly w' os isions. X Date ` �/ _ nature of Applic t - ❑ Owner ❑ tractor ❑ Agent An OSHA permit is required for excava 'on over SO" deep and demolition or construction of structures over 3 stories in heigh Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TOTAL FEE $ =HAZ.F IMP FLOOD cDF PARCEL PD X HD Xworkers' ISsucompensation This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date pe ReceiptNo. 331449/205.0511 WHITE-D.D.S.-B.D. CANARY-ASSE OR PI K-INSPEC R GOLDENROD -APPLICANT ���' -�'�'����� i '.,dp�+j.a' `'yP'wR't... rr`I""`' :.P''• .. i„�i.'4 . r C LINTY OF AUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B•UWING DIVISIQ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHQ'N~E ( 0) 538 7541 PE"IT"PLICA TION DATA SHEET 'OWNER: 600 ASSESSOR PARCEL NUMBER: (00 -4 -010— O Proposed Building Use: Building Inspector: J/ &J& Date: R- 9. 7) 1 At time of permit applicalft6n, advised the following data, must be submitted prior to permit processing and/or issuance: / Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ � 03. Com Tete plans, 3/4 sets -,/signed by the preparer of plans. ----------------------------------------------------- 04 ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans - ----I- ` 5. Engineered trus ds etails and layout in duplicate (required prior to plan review) No faxes!r�i--�=! -, ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------ ---- ---------- I 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ VFeeiffactured Home data and installation instructions mcluding Tie Down Specifications.------------------ sof $ 3 • 00 ------------------------------------------------------------------------------------- ❑ 14 4 i lam= 11. Impact fees as shown on the,attach �%�, �r -------------------------------------------------------------- `0-12. California Department of Forestry plan apprbval/fees.------------------------------------------------------- ' ❑ 1 1 elevation certificate.------------------------------------------------------------------------ �- ------------ 4. .' tion and plot .planapproval_ Health Department. ------------------------------------------- ,1 5. City of Chico plumbing permit. --------------------------------------------------------------------=-------------- - W7. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: 0)4-,-A (B),Pa;king:--------------- - ------- 1118. Contact Land Development about ❑ Improvements,°❑ DrainageN,,egal Parcel. ----------------------- El ------------------❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------- --- ❑20. Pre tion for- required. Request to Building Inspector on (Date) ❑21. Contractor"s license infofrmation. (Number, Name Style, Classification). ----------------------------------\- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner-Builder ----------------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- i'� ❑ 24. Letter of signature authorization.-------------------------------------------------------------------------------- �- 1 ❑�6L ecorded co of Agricultural Ac owled ____ _r_____ _ i PY gme-nnt S to lent --------------------- r---___�_c,u (r_ r etter of intent on building use. ------------------------ ---------------------� - _ - ---- ❑ 27. Manufactured Home utility clearance:----------------------------------------------------------------------- ;--- ❑28. Existing violations and/or expired permits. --------------------------------------------- ------------------------ ❑29 X 433 A, !]GranM.H.1t Deed, ❑ M. Title, C eck to H.C.D $ - r . '--------------- ' O. Other: � A Zyou issue the nit, process -as follows ❑ Mail to oJer, Elail to contractor. phone �and hold for pickup at Applican. r Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑,Other: , q- . 1. Index permit application for the above items numbered: El Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer; owner, was advised of the above required data by ❑ phone, ❑ mail, 11 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑_ phone, ❑ mail, ❑ Building Division counter, by Date: (. Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: t Plans reviewed by: ! V� Date: • 22 - Q Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.Pifolder. Note transfer by: - Date: VPIl—, r'--- - 0 ... _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t oa��8 of-la�� E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.O. loerr,V 3Z2-7 Aloyreme-.1 Ave. 7-z/o -049 Ow er Location AP# Plan Approved for: Sewage Disposai� Water Supply: Public Private Well X Clearance for ..dwpfflao. Other /�4iri,�A XoNace— Hold final for: Final clearance O.K. for: _.NOTE: c. l � F- -;7 —al Environmental Health Specialist Date 8/96 Y.. : ,.... .. �=.�sc..-�.. �p[w+•+rL�. '-�sG`�, w"' fir. _ . _ ' �q!P°tfe`ti+'"�•7Eht""^*r-.+�.�z.v+ 01-1952 - 007=210-R ► PERRY,OBIN 3227 MORS E. CHiCO CONT: UNK ' DEMO SF y n ' 1 v r U COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, 6'aliforn#a 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT G D / —KI/ Sa ASSESSOR PARCEL NUMBERZONING _a _ S BUILDING PERMIT OWNER feo. T H, NE/ I SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADORES ` �•// CONTRA NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 141 •$ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $31 -NO ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ Sr W LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF K Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel0 Utilities 0 Installation ❑ Other ❑ Describe Work: 'Dag-)"I-0.� (�j �Q 0? 1) 0 Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. p License Class I_ Lic. No. 7 6 3 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.) tf� I certify that in the performance of the work for which this permit is issued, I shall �( not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith omply wi h those provisions. ' G�•, X Date i/" Si nature of Applicant - Owner ❑ ntractor ❑ Agent An OSHA permit is required fir excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so WEE200A SCC000A NEW CONST. DWELLING OCCUP. OR ADONS. ( 6 ACC. BLDS. S° 3.50 Fr. NEW N..R CO,.. ' MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 ®I 00 Ex. OCCLI . ourLErORFDRURES eAL 50 Ex. Occup.oFI'Iunrrs REs o.°ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ ��'i TY TOTAL FEE $ 6" ' Qty HA2. p, P I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 6 G' By Date 51 PERMIT EXPIRES ON 9- 3 V a para Receipt No. 144 56""""' . ou WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPUiENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT L. D / —1 Cl Sc;�,� ASSESSOR PARCEL NUMBER _ a, _ ZONIN/_ BUILDING PERMIT OWNER V /E/ SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADD$ES rd CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ •$ ARCHITECT OR ENGINEER LICENSE No. Filing Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ Sit LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF'!I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 13 Utilities ❑ Installation 13 Other A❑ Describe Wjo�rk: ��-^! "V I a �V V a Io2O 6 Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W 920.00 PERMIT FEE t ELECTRICAL PERMIT Fling Feel 20.00 Main Service 200AoRlESs 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. '/ /' License Class �� Lic. No. "N41 41 ® � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWElLNO OCCUP. DWE200ALLING OR ADONS. ( a ACC. BIDS. SO 3.5¢FT, T. NON-RESID MULTI.OUTLEITS T 97,50 POWERAPPAAATUS a swGLE ouTLEr CIR. Ex. Occup. OUTLET OR FDTTUREs 209 1'50 eAL @ .50 Ex. Occup..O TLEEDTSA RESID.GEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo h omply w' th provisions. ° X Date e' / ' Ol _ Signature of Applicant - Owner ❑ ntractor ❑ Agent T An OSHA permit is required f r excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc $ 3 -WPE TOTAL FEE $ 5 . 00 HAZ. I D. f P I FLOOD I CDF PARCEL PO I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. © G By Date (7_ PERMIT EXPIRES ON 6-')- -0 a Date Receipt No.33 Jc— — 6- , (yo WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT r 3.: ! 11., `. ... IH BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Firm Name /'� T <�.—) //�� Address /0&-3 &,go Nature of Busine Contact Person APN OO % 2/0 Co`r'y Phone # 9`?3'0 711 1. Does your business or that of your tennants handle, store, or transport hazardous materials? KNO 11 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace o'r the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or, transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? X NO 13 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? )INO 0 YES YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO O YES I YES, contact the Butte County Air Pollution Co I istrict ( 16 1-2882) for permit requirements. Owner or Authorized Company Representative r ✓� (Signature) Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, ® 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature AA Date BCAPCD Signature Date WHITE - Building Dept • ❑. YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. 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 dela; in processing and issuing your building permit. No building permit will be issued until* this verification is received. 1. I personally plan to 'de the abor and materials for construction of the proposed property imp ement : YES NO 13 2. I HAVE HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted with the fi person. (firm) ta.pmvic. the, proposed construction: NAME: . N.) ADDRESS: CITY... PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: - PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I havd contracted (hired) the following persons to provide + the work indicated: NAME ADDRESS PHONE TYPE OF WORK • I SIGN D: PROPERTYOWNER: �/ y SOCIAL SECURITY NUMBER. .,,'_DATE: 8. 7-o) 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 o lce before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propetty improvements specified For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors aro 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 applyc Ifyotl olid to aif(o it own 'wotic, whh the exception of various trades that you plan to suiicontracf, you shouts 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 (inchrding 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 obliphons under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information Is required by Section 19830 of the Callfornla Health and Safety Code - OVER APPLICANT: OWNER: PERNBT 1• A. P. WORK DES( IDATE 9s',2( . of 22.0 Lr • rs Building Permit Number: OI ` 19(4 Owner Name: AO(Oth f%4 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California . Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, ❑ H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 X Building Permit Number: Di - l %4 Owner Name: AQ t►1rrru Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 5 feet from the side and �5 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE'- DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # OWNER: x�4' PHONE: E??'? MAIL ADDRESS: 13 SITE ADDRESS: ZZ% - 7- -3 PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: X 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: X- 3. Will items produced in this building be offered for sale? Yes: No: A_ 4. Will the public have access to this building? Yes: No: 5. 6. Will any advertising, on or off site, be associated with the use of this building? Will this building be occupied at any time as a sleeping quarters? Yes: Yes: No: No: 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: k_ SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your.front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: x CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: k 16. Will this building have a water closetttoilet? Yes: No: X 17. Will this building have a sink? Yes: No: 18. 19. Will this building have a water heater? / What type of floor covering will the building have? Ly/1l Gd-2t� S G1 %j Yes: No: 20. What type of wall covering will the building have? 5710/ o t 3 L d ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. nderstand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. X. if !O�2 ��- f - ZZ -O/ OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: nFTAnCGG WP') o//77/1998 Ca LONGFELLOW LUMBER CO. INC. ■ Quality- Truss Design ■ Roof & Floor Systems (S00) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: ��VN QA Job No: a T HIM Address: , "Mrs Al i ` p ne Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle 1e-- c o Sacramento, CA 95828-2522 (916).387-0116 APPROVED• AP#: Timber Products Inspection, Inc. P.O. Box 20455 WO MG DEPAR T;: Portland, OR 97220 APPMVED (503) 254-0204 C LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems .(800)678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are' the key ingredients of our quality control program. (Once trusses arrive at the job site, quality -control becomes the responsibility of the builder.) For best results we suggest: LDO'S:j DON'TS e ❑ Do review your field copy of truss engineering for Important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report detects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional Information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are.correct. Y GABLE EkVD DETAIL STRONGBACK (NAIL TO LEDGER 12' D.C. (BRACED AT 55' O.C.) BRACE A35 LEDGER (NAIL I(3(K) TO VERTICAL W/2-I0d NAILS) GAEL (K) SPACING FOR H3 = 56.0' D.C. REFER TO SIIPSON CATALOG C-9411-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH X35 IN FI DIRECTION (PI) (N) I I ())A__�_S /cM> BIR siP.OhIGOnCKFBRACE � (S) (N) MAX 11115 UNG PRFPARfa FROM COMPIITFR IMPIIY /InAIK A niurucinAlf\ cu TTrn n route In ROCI_ MATERIAL OUTLGOKER ( C ) GnEIE E11D -- 2xG E ( H I nI .nCE (hl it5 2X LEDGER '4 11 Common /II TRUSSES STRONGBACK BRACED AT 55. O.C. (C) IX4 CDHTIfAIOIIS LATERAL ORACIIIG FOR BRACE (STRUIIGOACY. -- - --- 72' . - ATTACH AT III W/2 -8d CCOI910II NAI 24 (PI) PEAK PLATE TO MATCH COtOl TRUSSES. NOTE: CIIOP.OS TO BE 2X4 FIR -LARCH 9_2 HIM. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: MIS DETAIL MAY BE USED FOR (HI) )EEL PLATE 10 MATCH CWIGN TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION TD WEB FLATING: USE (3)-2' WIRE SIAPLES (0.072 OIA./15 GA.) 1DENAILEO THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75HPH WIND LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX31 2-8-0 2X4+ 8-1-0 3X4+ 13-6-0 6 - IOd COha•ION BLOCK HAILS3- 10d / /nQAcE NAILS EACH END OLITLOOKER CRITERIA HEIGHT. PLT TYP. Wave TPI -95\R Design Criteria: TPI -95 S O Q 0 Q --WARNING--TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSIALLING AND BRACING. A" 111 TO HIB•BI (HANDLING INSTALLING AND BRACING), PUBIISNID BY IPI (IR USS PLATE O O 1N STITUIE. SBJ D'OIIOi 10 DA.. SUITE 200. MADISON• NI SJFIB). FOR SAFETY PRACTICES PRIOR 10 P[Ai OAN1N0 THESE FUNCTIONS. UNLESS OIH[RNISE INDICATED, TOP CHORO'SHALL HAVE PROPERLY ATTACHED O Q STRUCTURALPANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELING. --IMPORIAN T-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENO IAItA Pp000C'IS. INC. SHAH A01 BE RESPONSIBT.I FOR ANY OEYIAIIOX FROM THIS DESIGN: AMY FAILURE 0 O ALPINEO BUIIO IN[ TRUSSES IA CONFORMANCE WITH ►P 1: OR FABRICAIINO. HANDLING, SHIPPING, IMSIA1lAlI0N BRACING OF TRUSSES. THIS DESIGN CONFORMS NI1N APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBIISH(O BY THE AMERICAN FOREST OA"ANO PAPER ASSOCIATION) AND IPI. ALPINE C0111 11*11 (ACNIFACI OF. IAUSSt AN DOF 2UNlESST0INIAAIf[h A163 JIOCAlEO ONIIIISEOISIGNXCEPT LSPOSII/ON CO 'CC" S. APPLY [PIpRS 10 0RAVINGS IJO. ISO AND 160 A•F. AN [AO U[[A'S SEAT. ON THIS DRAWING APPLIES ONLY 10 111E D[SION O O OF THE TRUSS DEPIC I ID MIA( AA0 SHALL NOT B[ R[LI[0 UPON IN ANY OIHEA NAY. 12• MIM 24• MAX 3.5' MAX. TYP. IIDICH a 24. O.C. 1.5' MAX." 2X4 F.L. LLriOER GRADES HAX. LENGTH WITIIGUT BRACING IN) MAX. LENGTH Y/ STRONGBACK BRACE (S) STANDAP.O 5-11 -0 II -10-0 STUa" 6-7-0 13-2-0 13 6-7-0 13-2-0 02 7-9-0 15-6-0 rl 7-9-0 15-6-0 rl 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 H OQ N9 z No. * 9f Mo.��P FOF CAUF�� TC LL TC DL BC DL BC LL TOT.LD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 " DATE 03/19/98 DRW CDT 12 SEAN 25458 OUR . FAC. ' 1 .15 FROM POC SPACING H [VAIVUtKV-NALK 1N KtV1N VANULRVELDEN - T1 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BOT CHORD 2x4 DF -'L #1 BRACE TC @ 24.00" OC & BC @ 72.00" OC. WEBS 2x4 DF -L Standard R=536 W=3.5" R=536 W=3.5" APPROVED PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI STD' DEFLECTION MEETS L/240.00 LIVE'AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ATE STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •`IMPORTANT " W4X4=— T C D L 10.0 P S F DATE 08/03/98 T L-2-0-0- �-2 0 0 , Y 1— 6-0-0 t 6-0-0 1 UJOAM I tt`.: lDEPAVia- IE 12-0-0 Over 2 Supports % R=536 W=3.5" R=536 W=3.5" APPROVED PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI STD' CA 1 F Scale =.375" Ft. `HARMING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND •BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BNACING), PUBLISHED UY TPI (1RUSS PLATE INSTITUTE, 563 D'ONOFRIO D0.., SUITE 200, MADISON. 5371CI.HO FOR SAFETY PRACTICES P0.10R TO 00 W. t, T C L L 16.0 P S F R E F R427--43613 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ATE STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •`IMPORTANT " ��`JJJ A U 9 D 3 '9 8 T C D L 10.0 P S F DATE 08/03/98 FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONCRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SN ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO u(JJ No. C 00 DL 10.0 P S F D R W CAUSR427 98215002 - BUILD TME TRUSSES IM CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN RR ACI MG OF TR SSE5. TMIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN >< yD Y P• C L L O. 0 P S F CA -ENG A E B/ G W H c SPECIF ICAT1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D - 36.0 P S F S E Q N - 52291 CONNECTORS ARE MADE OF 20GA AST. A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF TRUSS, AND UNLESS OTHER NI SE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER . D U R FAC. 1.25 FROM KD DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIHEERIN Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS . $BCTBTI .tO, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. OF (�,/�jf"" SPACING 24.0" S e This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° ft is the responsibility of the installer(builder, building contractor, licensed contractor. erector or erection contractor) to properly receive. unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Ayfhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designeror installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any pat thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. `'uTRUSSSTORAGE�.; '' CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be 1A supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat A bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 Over 24' - 42' 3/12 7' 1 10 1 6 Over 42' - 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I i I A Truss i D th =4e 12 -�3or e greater sJ \ g. s/ All lateral braces lapped at least 2 trusses. Continuous Tnn Chnrd Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 12" 1 2' 36" 150" 3' 48" 4' 60" 5' 72" K2" 6' 84" 7' 96" 8• 108"9' ep i D(In) i i i Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW Length L(in) 1 ..................... Lesser of ±'/i t ionn — 1r1 L(in) ::::::::::::::::::::::::::::::....... ±'/:' L(in) U200 12(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 Tag Line it II WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. li, •b 11A greater than 30' by the peak. /60)* L:60ess INSTALLATION;: or less _ .:: .......:...::............ 7 Approximately Approximately Tag �/2 truss length '/z truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the Approximately '/4 to iii truss len th truss are securely fastened and tempo- i5 to 1/4 truss length vary bracing is installed. Less than or equal to 60' Greater than 60' Tag 'I Line I Tag Line Spreader Bar Strongback/ SpreaderBar 10' 10' Toe In Toe In i� o above m mid-- height Approximately Approximately � 1 /2 to i'i truss length Tag Tag _/, to'h truss length Less than or equal to 60' Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet Is adequate for the Installation of ®trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired.l�The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cares determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. i Frame 2 Ij ' truss of braced I oup of trusses (EB) Pill 11NIfY1114NI TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(LBs) # trusses .::SPF/HF.., Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 lie L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Top chords that are laterally braced ran buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. End diagonals are essptial for stability and must be duplicated on both ends of the truss system." 45° Continuous Top Chord Lateral Brace Required 10° or Greater fOTr 20'(u asses SPF/f," AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. , 70 All lateral braces lapped at least two _trusses. 4g° End diagonals are essential for stability and must be duplicat on both ends of the truss system. Frame 5 Attachment Required - 30" or greater ® `eys 32 It Continuous Top Chord Lateial Brace Required I 10' or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 ---1 4 or greater 00 0 s SA�Ps c45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP CHORD' Continuous Top Chord All lateral braces TOP CHORD DIAGONAL BRACE Required —T MINIMUM LATERAL BRACE SPACING (DBS SPAN' PITCHSPACING ( LB #trusses lapped at least 2 Attachment Up to 32' 4/12 8' 20 15 Over 32'- 48' 1 4/12 1 6' 10 7 Over 48'- 60'1 4/12 1 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —T trusses. nal bracing. Diagonal bracing should be nailed All lateral braces 10' or Greater Required are attached to the topside of the lop chord. lapped at least 2 Attachment trusses. 10' or Greater Required Begg of 32 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A - Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 3.0 1 5' 1 S 1 3 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Topchordsthat are laterally braced can buckle yyQt�\ togelherandcausecollapseifthereisnodiago- Lateral Brace —� nal bracing. Diagonal bracing should be nailed All lateral braces to the underside of the top chord when purlins Required are attached to the topside of the lop chord. lapped at least 2 trusses. 10' or Greater Attachment Required ?e. O/ fess Frame 3 12 5 v 00� ti . Topchordsthat are laterally braced can buckle yyQt�\ togelherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed wry to the underside of the top chord when purlins are attached to the topside of the lop chord. 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -!-arch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ® \ Ley L1� -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 'o Permanent continuous assP moo. s ��, lateral bracing °o as specified by the truss engineering. Frame 4 =4$° Cross bracing repeated at each end of the building and at 20' Intervals. I - OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature Please complete and return this information at your earliest opportunity to avoid unnecessary dela; 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 or labor and materials for construction of the proposed property ' ement : YES NO D 2. I HAVE HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted /with the following pes�. on(firm) tu.pmvic,the, proposed construction: NAME: �!X/! - - - — W,j -- ' f n, ADDRESS: CITY:. e�4 GD PHONE: S `I 4—a -7 CONTRACTOR'S LICENSE NO. _7V S3 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY.-. PHONE: CONTRACTOR'S LICENSE NO. S. 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: S ER SOCIAL SECURITY NUMB � DATE: 0 - 7 -tel` NOTE. This Owner -Builder [verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors aro 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, . Ifyot� plaffi to ddjmour own work with the exeeptlon of various trades that you plan to subcontract, you sbduld 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 (inchrding rriaterials and other costs) is 5300 or mon 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 ifyou do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information Is required by Section 19830 of the CaWornla Health and Safety Code. 5 ;; COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: ADDRESS: Tc.,A CITY & STATE: ( Go z-44 DATE.OF CLAIM: IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RFrFiviAir- rnnnc nn acntzr^,re DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER CHANGED PLANS. AP 07-210-049 BP 1-0983 RECEIPT #314994 DATED 4/30/01, OWNER: ROBIN PERRY.) TOTAL AMOUNT PAID $1,716.00 F RETAIN BUILDING PERMIT FILING FEE $ 20.00 RETAIN ELECTRICAL PERMIT FILING FEE $ 20.00 PERMiT 29.99 I TOTAL AMOUNT TO BE RETAINED $ 105.00 TOTAL AMOUNT TO BE REFUNDED $1,611.00 TOTAL $1,611,00 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true a as stated. Dated this day of 1,414l/ 200/,at O1eQf✓"LGC— , Calif. Si ature of Claima I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles spa a ove h e bee rmed r delivered and that t Budget Appropriation ( ) or Specific Board Approval ( ) (Check one) for the same. Dated this 22ND day of MAY 12001 at OROVILLE Calif. artment Heid or Aut orized Deputy Dept. Code 440-002 Exp, Code 4210500 PAYABLE IROM CO STRUCTION PERMITS.. Dept. Code Exp. Code PAYABLE FROM Dept Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS UNE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: %.� 11-D v Receipt Information: Number: Date: Issued To: Amount: 314�9R� I�11(n�DO Fees Retained:. Processing Fee: Bldg Filing Fee: v- Plbg Filing Fee: ✓Elec Filing Fee: �Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE as � ao. Uv s- ?-0 - 6D $ .$ 10E. Gb REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS /rLv.40 ASSESSOR PARCEL #: oa7 3-ro'r > .t 4, ,RECEIPT,NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: 62�_ J Please refund any applicable fees in the following categories: (Check those. categories which you wish to have -refunded.) 4-T Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF,Fire Planning) Disposition of Plans: iW Plans returned'to me at counter. ( ) Urban Area Fees ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75RMIT NO. 1 (Rev. 12/96) APPLICATION AND PERMIT 1 ASSESSOR PARCEL NUMBER vol_ ;-/o-0y ZONING s� BUILDING PERMIT O ER b 'A.1 e b t ui TELEPHONE 893 071 / SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORES bG 5Q73 / �V S7 `� U c3 CONTRACTOR'S NAME TELEPHONE d CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS (-17.2- co 6Filing tion s ARCHITECT OR ENGINEER LICENSE NO. 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee '/O sqt BUILDING ADDRESS ` liti AV -C Energy Plan Checking Fee,:93, s C A /' C U s /2,5q, /O PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MA PLUMBING PERMIT Fling Fee 20.00 j USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑Othe 5'f�� e_ 4- A D 4. c Df >%-%C SPECIFY Each Trap 7.00 �fp-aa Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15. 00 TYPE OF WORK New M- Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Descri go '90 f0 0- / — `v 1 ` O )C (( D 1^ Gas piping system 1 - 5 outlets 15.00 1s, Building sewer 15.00 a c) Mobile Home ISI GI W1 020.00 PERMIT FEE 5 p , -Z:, I /Z X ao K�„n Oa. s ELECTRICAL PERMIT Fling Fee 20.00 DDDvzoaL OROR LEsLESS s �j 23.00 A3, bD 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 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. ❑ 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' 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, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth c ply with those r visions. X Date 7 Sig ature of Applicant - Owner ❑ ntractor 13 Agent An OSHA permit is required for excavati s over 5'0" deep and demolition or construction of structures over 3 stories In height. Main Service 200A TO IDDDA 46.00NEW CONST. DWELLING OCCUR OR ADONB• ( a ACC. BLDs. 7i 3.5¢xs°. JQq,0 PK)"flN RESID. MULTI.OUTLET @7,50 POWFA APPARATUS 8 SINGLE OUTLET CIFL EX. Occup. OUTLET OR FDRVRES BAt_ ®I.so Ex. Occup. o E°s Ate,°,° A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t d S t) MECHANICAL PERMIT Fling Fee 20.00 Heating L /O o o-w� Cooling -3 Hood 6.50 Ventilation y,fe 13,52 PERMIT FEL: $ e5 D Mobile Home Installation Fee $ Energy Inspection Fee $ L4 tro OCC CONST. TYPE TOTAL FEES -7 (q. rr0 HAz. D FEES IMP D I CDF PARCEL PD HD ISSUE This permit Is hereby lesued nder the applicable provisions of the Butte County Code and/or Resolutlons to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON Delo �`� Receipt No. .J 1 `f! ct 7- . Q 6 WHITE-D.D.S.-B.D. CANARY -A SESSOA PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA .SHEET OWNER: t to L',,,, 4- P--/ ✓ y ASSESSOR PARCEL NUMBER: 009—`31 Q —012 Proposed Building Used r ;C,'- e JYvro Building Inspector: YLy�,, Date: q— may a — o / At time of permit application, I was advised th following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------/ 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans 7�I ❑ . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------- ❑6 Energy Design Compliance and supporting documentation. ----------------------------------------------------- Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ly Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑wim ees of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- 013 lood elevation certificate.---------------------------------------------------------------. 4. Sanitation and plot plan approv j _ Health Department. ------------------ 1115. ----------------- ❑15. City of Chico plumbing permit.---------------------------------------------------------- 016 ---------------------------------------------------------❑16 of plan and business license approval from the City of Biggs. ---------------------- anning approval for (A) Use: (B) Parking: _. 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). --- 1:120. Pre -inspection for required. Request to Building Inspector on 1--]21. Contractor's license information. (Number, Name Style, Classification). (Date) `� El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑ 24. Letter of signature authorization.-------------------------------------------------------------------------------- �(1 ❑ 5. Recorded copy of Agricultural Ac �owl�7enttatement --------------------------------------- 6. Letter of intent on building use. —---------- -- ------------------------------------ 2 . Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑,Check to H.C.D $ . --------------- 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ail to contractor. ❑Telephoneo 7 3—� and hold for � / G J p� p atce ❑Deliver wi inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index.pemvt application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, a mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PC— b i.v T 5 P ` b)f /, l/ - PROPOSED BUILDING USE/6e d �f i c 'c � 51-Ur'o-C/-e— 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Ad i ional Fees Due ........... - Revised Plan Checking Fee ....... E1 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft. x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commerc=sq.ft'.)D.. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE 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) 10. OTHER A.P.#6Q?-310-O41Y DATE '/— 30 d RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you ar reby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 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 ' vement , YE&d... NO 13 2. I HA HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted with the following person.(firm) to.pravi0, tle.proposed construction: NAME: ,.,► �,.. ADDRESS: CITY:_ . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. e 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME IADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION - I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. , . ; If yot� pled to cwjnoiir 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 (inchrding 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. ♦ Then may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, 66-1 Mic el C. Vi ira, C.BZ.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information Is required by Section 19830 of the California Health and Safety Code- OVER oda OVER N: OWNER: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT.OF USE-;DE:TACKI) ACCESSORY BUILDING -tZONE:' aulLOING PMT. 0 C::;> 0 7 - 2.l d OK KWA MAIL ADDRESS: /0K;3 SIT PRI PHONE: g7-37-07z/- MAIL 77-37J07z/ CONSTRUCTION FEATURES: 14. Wig this budding have insulated floor, wads, or ceding? 15. Will this building be heated or cooled? 16. Will this building have a water closet/todet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the budding have? _ 20. What type of wad covering will the building have? _ vv i //tip Ci Yes: x No: Yes: SITE CONDITIONS: Yes: 10. Is the structse foundation within T of septic tank or 10' of leach Imes? Yes: No: PLEASE ANSWER QUESTIONS 1-M PLEASE WWLAN YES ANWAM P" N THE SPACE PROIAM ON THE RV4MW Of THIS POR&. (PLEASE PRECEDE EACH COMMENT WITH RELATED Qt=T10N 0) Yes: No: 12. GENERAL INFORMATION: Yes: No: 1. 2. Is there a primary dwe" on the property? Is the structure already built, under construction, or under notice of code violation? Yes: Yes: No: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. WE the public have access to this building? Yes: No: _ 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this budding be occupied at any time as a sleeping quarters? Yes: No: 7. Wig this budding be occupied at any time as an eating area? Yes: No: �C _ 8. Will this budding be occupied at any time as a cooking area? Yes: No: 9. Will this budding be occupied at any time as a Wing area? Yes: No: CONSTRUCTION FEATURES: 14. Wig this budding have insulated floor, wads, or ceding? 15. Will this building be heated or cooled? 16. Will this building have a water closet/todet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the budding have? _ 20. What type of wad covering will the building have? _ vv i //tip Ci Yes: x No: Yes: SITE CONDITIONS: Yes: 10. Is the structse foundation within T of septic tank or 10' of leach Imes? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property One? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: _ CONSTRUCTION FEATURES: 14. Wig this budding have insulated floor, wads, or ceding? 15. Will this building be heated or cooled? 16. Will this building have a water closet/todet? 17. Will this building have a sink? 18. Will this building have a water heater? 19. What type of floor covering will the budding have? _ 20. What type of wad covering will the building have? _ vv i //tip Ci Yes: x No: Yes: No: Yes: No: k Yes: No: Yes: No: t� t� ADDITIONAL INFORMATION: I N by mi*m under p 1 of ps*wy Ow ob 0' hifto- ft Is Mn end oonsal I Ort wN d,.Rg lo Ow use, or drisaMr of me. of Ws bufty will mquir+ iwmft tom to P9 wAhorly. 1 Ort RMI Esho DisdMur Wm requim dsdow" of Ods I fti aft If ar when ONO for sols. OWNER'S SKMTUFtE DATE OWNER'S SKMATURE DATE FOR DEPARTHBRAL vat REVIEWED BY: DATE: COMMENTS: :NOUVWaO:INI WH3N30 (a nouswvo ®1rIM HMM imomwm d 3rrJ'W TAMA MU alO RMWANV MU NO a=A"d RWdB ML w sUGNlflfll saA MVMM Mr4WW Vg-& SHOtlMM V3MWV 3W4W d tv�SS :3sn O3s0d0ad �5ZCI ,?5 -1)12 11 �2 2 �SS3a00V 31JS :ss3aaod grow /�3NOHd ��iy_�f �,r�� •a3NM0 N '1Wd ONIOIUI 3N0 :Nd JNI011 a ANOSS300V 03Hod13a 3sn :10 1N3W31b1S S.N3NMO s30MGS 1N3WdO13n30 .401N3W1a1/d30 - 311ne d0 AINf100 :ON :SGA /V/Q! �►L LALsi°ney dulPl!nq °4l II!M duu°noa to °dN le4M OZ :ON :se% Lpea peulelulew IWmoa a of aseoe Oupsaro Allpow Jo ABMenup a ppe W ueld not op 'Z l Lenny pulppnq e4i p* OuuoAoo Jooy )o edH le4M '61 :s9A :ON :SOA Uoleey J9leM a 9ney OWPI!nq e11A II!M 'B l N :oN . :se,k i)lws a °neo OulPpnq 81W II!M 'Ll �, :ON :sok 440poW9solo J°leM a °neo Ouippnq 81W II!M '91 13457 --�– :ON :s9� LPel000 Jo pole°4 °q 6WPI!nq etW 0M 'S 1 :ON :ON :s9k 4Ou9!eo Jo 'sllsm 'Joog. pelalnW 9n94 bug)Fnq mol 0!M 'd t :89A L Ouldeels a ss ewa due le P°Idn000 °g SWPInq s.kp MM -9 j` :ON :89,A LSupinq sap jo am 94'141!M P°le eq 'el!s Flo Jo uo 'BulspJenps Aue HM S :ON :s3Vn.LV3d Nouona1sN00 404PI*W =410l ssexe ene4 oggnd °4l MM b :NOUVWaO:INI WH3N30 (a nouswvo ®1rIM HMM imomwm d 3rrJ'W TAMA MU alO RMWANV MU NO a=A"d RWdB ML w sUGNlflfll saA MVMM Mr4WW Vg-& SHOtlMM V3MWV 3W4W d tv�SS :3sn O3s0d0ad �5ZCI ,?5 -1)12 11 �2 2 �SS3a00V 31JS :ss3aaod grow /�3NOHd ��iy_�f �,r�� •a3NM0 N '1Wd ONIOIUI 3N0 :Nd JNI011 a ANOSS300V 03Hod13a 3sn :10 1N3W31b1S S.N3NMO s30MGS 1N3WdO13n30 .401N3W1a1/d30 - 311ne d0 AINf100 :ON :SGA Lluewesee p°pJ000J Aue unpinn4oeoxw9 euq�nAs pesodad eta mM '£ l :ON :se% Lpea peulelulew IWmoa a of aseoe Oupsaro Allpow Jo ABMenup a ppe W ueld not op 'Z l :ON :s9A Leug Rl;J°dad luo4 moi (4 ,OZ uetp Jesop pe4wol ozgxWs posodoJd e4l Jo uopiod Aue sl " l l :ON :sed 4804l 4=°I lO.0� Jo )luW Ndes to .S uqm uopePunW °JWxWs 9tp sl '0l :SNOWONOO 31JS :ON :seA Lege Outnq a se ewp due le petdnaoo eq Oulpgnq myl IpM "6 :ON Leae dupl000 s so ewp Aue le P°1dm= °q OL4ppnq sap 01d1 -p :ON :seA Lesie Supe° ue se ewp Aue le pe!dn000 eq Oulppnq s!4l 0!AA I -� :ON :89A L Ouldeels a ss ewa due le P°Idn000 °g SWPInq s.kp MM -9 j` :ON :89,A LSupinq sap jo am 94'141!M P°le eq 'el!s Flo Jo uo 'BulspJenps Aue HM S :ON :seA 404PI*W =410l ssexe ene4 oggnd °4l MM b :ON :se), 4opm Joj poiago eq OulpMq sRa u! powVoid swey IpAA £ — :ON :s9� L�AeION °P� to eOpou J°Pun jo 'uopongsuoo Jepun '�nq �(pe°� exgorWs e43 sl Z :ON :sed 44odad e4l UO O qWV djawlJd a °J°43 sl l :NOUVWaO:INI WH3N30 (a nouswvo ®1rIM HMM imomwm d 3rrJ'W TAMA MU alO RMWANV MU NO a=A"d RWdB ML w sUGNlflfll saA MVMM Mr4WW Vg-& SHOtlMM V3MWV 3W4W d tv�SS :3sn O3s0d0ad �5ZCI ,?5 -1)12 11 �2 2 �SS3a00V 31JS :ss3aaod grow /�3NOHd ��iy_�f �,r�� •a3NM0 N '1Wd ONIOIUI 3N0 :Nd JNI011 a ANOSS300V 03Hod13a 3sn :10 1N3W31b1S S.N3NMO s30MGS 1N3WdO13n30 .401N3W1a1/d30 - 311ne d0 AINf100 ADDITIONAL INFORMATION: 1 i s by sftm uidw s lb d pedwy dw sreoMs *16010" N Wm end aorn A Illndentsnd Md srq► cArpw b 0» up, orof a w d use. d Mb w&ft will reqm—w Out Isom ttoP,Y fib• 1 Md Rod EdsM Di dm" bm nquYh dduu d kwMIs Hanfto Wn ■ ar wbsn offs- far sWe. �a•v/ OWNER'S il—OTI Um DATE OWNER'S 3X"TURE DATE FW OWARTUMALUK REVIEWED BY: DATE: COMMENTS: APPLICANT: PL?lir 1: A. P., 1: WORK DESCRIPTION: PRC -ECT PROCESSING RECORD DATE 5.4 , �000 PtA04o l-� rio v --�hop 044tVL C) Ca- kxA� wk� co CrCA-k 4 0,7uff 17WA,/u, T Y-4e�5 o4 Cad -c-cin - '403iP�``v --,.,;ve.r;g.+�.-::w,e.w�,�...K vey;A.x•-wr ,►�^. _ .00 -,210 " PERMIT#96 OT15 HARDESTY' Guy .3227 Morseman Ave. ,' Chico-' 2 Cont; Dreamscapes, Li '. Ele Ser of Const. Trailer a S ;; r 141. t rr F � i I ti F . i• x .t � s - r COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 53#i- 541 /� / T PERMIT NO. APPLICATION AND PERMIT `�(� fI-�I ASSESSOR PARCEL NUMBER 007-210-049 ZONING BUILDING PERMIT OWNER GTIY TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1227 MMORSE-MAN AVE CONTRACTOR'S NAME I)IRFAMSCARS, INC TELEPHONE 893-2423 CONTRACTOR'S MAILING ADDRESS 236A W EAqT AVE, CHIC111 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3227 MOREEMAN PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISIONSNAME PARCEL MAP Solar or heat pump Water heater 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 -,5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE J U ppn bP �J i^il T h o. Mobile Home ISI GI W11 @20.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filin .Fee =-20.00 Main Service 000V OR LESS ( 200A OR LESS ) 23.00 Main .Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION 1 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 fullj[ a and effect. �r� / b -7 Z G 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 NEW CONST. DWELLING OCCUP. s0. OR ADDNS. ( d ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( 8 PSINWGOER APPARATUS ) LE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES 20 @ 1.00 BAL .50 OR Ex. Occup. OUTLETS ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.0 Contractor 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 MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall foth comply with those provisions. _ J X __ Date ^(1 _ Signature of App (cant - ❑ Owned Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE I TOTAL FEE $ 43.00 HA2. I D. FEES I IMP I FLOOD I CDF PARCEL Po HD ISSUE This permit is hereby issued under me applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. j/ By + Date /% - PERMITEXPIRESON /7 (Date) Receipt No. / ��� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive - Oroville, C4tifornia..95965 - Telephone (916) 53 - 541PERMIT NO. APPLICATION AND PERMIT Q� -n/J �- ASSESSOR PARCEL NUMBER 007-210-049 ZONING 1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 'A997 MnRqF.MAN AVE CONTRACTOR'S NAME DREAMSCARES, INC TELEPHONE 893-2423 CONTRACTORS MAILING ADDRESS 236A W EAST AVE, CHICO Fireplace CONSTRUCTION LENDER UNI KNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3227 MORSEMAN PERMITFEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other _@9#N=q30T SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE lope -1 /o4 be /1 1� Mobile Home I S I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( 20000AA OR LESS OR LESS ) 2 23.00 23 • O Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full_l=e and effect. License Class Lic. No. _ �7 7,Q' 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 NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BLDS. ) SO. 3.50- .52FTNEW NEWCONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATOUTLETUS ) a SINGLE CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 @ 1.00 BAL so Ex. Occup. ouTlFrs �AEs o. )EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.0 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Co, I shall fo ith ply a provision + _ / X Date Q _ Signature of App icant - ❑ Owne Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE a 43.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PO HD SSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B PERMITEXPIRESON�177 applicable provisions Resolutions to do work been paid. Date CD (Date) Lin, Receipt No. � s GOLDEN WHITE-D.D.S.-B.D. CANARY-ASSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT zoz. • .`'V- S ` - ice: • �� . t,� _� },.`�..: � j .,� � t; •� • � ` `tea,,,,'`+ + ♦ '� \ �� 1 . ,. ` ...rte 7# +.� \ ^ � •'�+rt+}1 K j� � � � ± �.`..� . ''` ,\� `,.♦t_....Y �`y, r `„� to ��,`' •S� '� '- + �;. � �ti T � '~`..�.�.��~ ` `�`a� R i t COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATidi4'AND PERMIT PERMIT NO. ASSESSORPARCELN „ Q7�Cf ZONING BUILDING PERMIT OWNER"CIL kip TELEPHONE SO. Fr, OCC. BUILDING VALUATION OWNERS MAIUNO AdDRESS !, ,['T�.._G/v, COM R S, CIS ��(✓/( MA/MAILIyNNG�, ,ADJ_DRESS ••/�' ~� �Z CONTRACTORS W, QST(/ GrCO Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 2—z PERMITFEE S PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT No. SUBONISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USE�OFSTRUCTURE / SF [3 Duplex ❑ Mobilehome L'T Other Q pC�%� G���— If SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �C �t�� C� Mobile Home I S I GI W 1 20.00 PERMITFEE s Contractor ELECTRICAL PERMIT Filin Fee 20.00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,( and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER IDECLARATION 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 NEW CONST. DWELLING OCCURACC OR ADON BUDS. ) ( aT. 50 3.5¢ Fr. NEW CONS. S MULTI - UTI- O UTLET NON•RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS ) d SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FxTUREs ) 0 1.00 SAL w Ex. Occup. OFIXEED A PL IS D OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ r G� Contractor 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. ❑ 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' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed it 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 50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES HAZ. 1 0. FEES I IMP I FLOOD I CDF PARCEL ( PD I HDI ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Dive) Receipt No. WHITE.D.D.S-BD CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t....� c, ,. :, ti,. . „v . •w, . a; r i ;anvnaaywxy :a ac w�i owe Y?fit:vri?b * F nx ' _ J XT -210-049 t PERMIT#95-29081 . _ s HARDESTy, Guy 3227'Morseman Ave.:' _ .,. , Chico Cont;, Dreamscapes, Inc", ' Reroof/SF i - � � - _ `moi .. ♦_. S � s. i ,.-. • � • 1 a X + , r - y ` j + 1 t l 1` i 16 "&q } '�;c-^: :Thi':7�R}:..:..r-pyr.=.-rFQ.-.--•.-rso�.>.y:M:c. tF�.—^.�:.:.:*7.--r-•`�(n�-r.-: ,y,.�A�.,,..ncToS�—.w---. s,F.dg'1Pw]P+n7�F- N$�..�:- COUNTY OF OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI N 7 County Center Drive - Oroville, Califa.Tia 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT $ ASSESSOR PARCEL NUMBER ZONI BUILDI G PERMIT OWNER-fJ \ / Q kl TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING DRESS �I V CONTRACTOR'S NAME TELEPHONE CONT RS MAILING ADDRE L ,LLe. Fireplace CONSTRUCTIO LENDER UNIQJOWN Total Valuation $ Q LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 21,60 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ 9 od PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 00'USEOFSTRUCTURE SF Woe6ouplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: r n h �• t a —a—�4 Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service OOOV OR LESS ( zooA oR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business -and Professions Code, and my license is in full fand effect. q/ �� License Class Lic. No. // ff�� S OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST, DWELLING OCCUR OR ADONS. ( 8 ACG. ) SO. 3.S¢ FT. NEW CONST. MULTI-OUTLEUTLE T —NO N-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR, Ex. Occup. ( OUTLET OR FIXTURES) 20 ® 1.00 BAL 50 EX. Occup. ourLEEDrs (RESID.) ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatioy> rovisions of section 3700 of the Labor Code, I shall ilii corn�pl (, // �o'se provisions. X Jl�Date �&7a —� — Signature of Ap icant - ❑ Ovefek ❑ Contractor ❑ Agent 401 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 $ UQ HAZ. D. FEES IMP FLOOD GDF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By 440��.Ay A-�i7'4 PERMITEX IRESON / applicable provisions Resolutions to do work been paid. Date �/ (Date) Receipt No. //Q �S� I WHITE-D.D.S.-B`D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS N 7 County Center Drive - Oroville, Caliibma� 95965 - Telephone (916) 538-754 PERM NO. APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER oa - - ZONI ' BUILD I G PERMIT OWNER TELEPHON SO. FT. OCC. BUILDING VALUATION OWNEWS MAILING JbDRESS V CONrRACTOR'S NAMEPP 1 TELEPHONE CONTOR'S MAILING ADDRE / f Fireplace CONSTRUCTION LENDER UNAOWN7 Total Valuation $ U O LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ v ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee n $ Penalty $ BU 1NG ADDRESS PERMITFEE$ O PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF 0016euplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Add -Rion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: Mobile Home I S I GI W @20.00 PERMITFEE 1$ Contractor ELECTRICAL PERMIT Filina Fee 20.00 oR LEss Main Service*,-"--v ( zooA oR IFss ) 23.00 Main Service ( zooA To I.00A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full foKp and effect. 9/' License Class Lic. No. �96.7Z6 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages 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 NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BLOS. ) SO. 3.5Q FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL .SO EX. Occup. ounEEDTs PESID.�EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatio -provisions of section 3700 of the Labor Code, I shall i co I ose provisions. — ` �� — X ___ ____ Date Signature of Ap icant - ❑ Ov&r ❑ Contractor O 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 d sf TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SSUE This permit is hereby issued under the in the Butte County Code and/or indicated above for which fees have BY r' PERMITEX IRESON applicable provisions Resolutions to do work been paid. Date / (Oat.) Receipt No.%�lr 4_75`7 WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J 14 VE. &NERAL NCrM L WNSTIZXTION SHALL CZWORM TO THESE PLANS AND ALL APPLICAIN CODES AND LOCAL ORDINANM 04MWM TWE'11154 EDITION OF THE IN EnVironmental Heal A BUILDIN35 CODE. 2. STEEL BUILDNcs SWELL OW&L BE DE'Sr-*W BY 07NM TO MC 40 "BMA/Y iAUG 2 4 2001 W� OUIREP. MANLFACTURER SMALL PROVIDE SHOP DRAWW.6 A1,0 CAL- . cULATtONS AS REQUIRED 15Y LOCAL )WILDING DEPARTME14T mia hico, Callto MNfr*P DES" LOADS: ROOF LIVE LOAD: . 20 PSF (fREEW5LE) WM LOAD: So MPH / E>(POSUFRE W SEISMIC ZONE III \ Y,=T��7N�! 3- STEEL BUILDING SMALL BE FABRICATED (INCLUIPING ALL WELDING) c— CERTIFED &40P APPROVED 13Y THE LOCAL BUILDING A IN AN Aloc 47 DEPARTMENTu5c orl. -BuiLoms mAmFAcTURSMALL SUBM CERTIFICAOTHERTIONS AND OTHER 1REQUIRED AS RECUIFMD x FOR APPROVAL By 5ULIW DEPARTMENT.D 4. STEEL BUILDING MANUFACTURER SMALL MANTAIN SUITABLE PROCEDURES AND RECORDS ATTESTING THAT THE SPECIFIED GRADE OF STEEL HAS BEEN -FURNISH WHEN THE STEEL YIELD 15 GREATER THAN 36poo psi. THE r-Aemr-ATM8 IDENTIFICATION MARK SysTr=m SMALL BE ESTABLISHED AND ON RECORD PRIOR -To FABRICATION. ---v- -- 4 V) Zvo 'qAy'a sag'. MN AX Clf&r-5 \1 FLOT PLAN: 'I" MS0, , ciz/ ?Z/ INDEX OP DRAWNGS, 01.1 .-I=Lo-T. rL AAI FLOOR A: 1LAN A2..I,, sL:Evw-n.6-Ns IP6.5-7 AW -CT-1t -IL t;446,14 PETA -5 a -E1 51-1 1^OUNDATI0N _PLAN 612 -POUNDATION DETAILS EWA (o yif 0 30� o�� to o10 '' - --- - A z IL L- I I f0 R Lk. 'TIZ4t JC�TIT'fiBEhi'7LASO -Fa00F PA1 15 ROTAL +i) J i GjA lR � : cj E , I _ 1 , L_,L _ JCUNczt4bmONM .SPACE41 H GRAvm- ROM- 01 to •CI�TE ONC-FLOOR , ID . . :. Environmental Health AVG242001 Chico, Califomia DOOR LANDING AREA TO BE SI TOOTH, HARD SURFACE WITH MAX SLOPE . 114' PER FOOT MAXIM JM CHANGE F 1L ' IN ELEVATION AT z THF ESHOLD NOT TO EXCEED 1/2" I - O Bu=m INTERIOR DOOR NaMS. L THE BOTTOM IOu OF ALL DOORS SHALL NAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OpENM BY A WPEEL04AiR FOOTREST UNT&IOUT CATCNMG OR CI;MATMG A NAZA CLC C.,-, 4 _fTJON 2_ ALL HAND OPMA'Irct7 ''OOR OF19s'MG HARDW kkE 64ALL BE SMGLE-EFFORT TYPE HAFCWARI= MOIAJTED AT B£TLLEEN W- AND 440 ABOVE THE FLOOR 0 R -L A f V SCALE0 'ff Ile, 's /32 $u1�.D[NG �d2 JZoC3��r,.t 5961-1316�/WRRY mF 6 7 <Y, HORSEMAN / 233' / / I ool ^1 / 0 A / / / NOTES M / / FIELD VERIFY CLEARANCES FROM NEW BUILDING TO EXISTING SEPTIC SYSTEM PER UPC: 5' MIN CLEAR TO SEPTIC TAMC S' MIN. CLEAR TO LEACH LINE 2' MIN. CLEAR TO BUILDING SELLER / 25'9 / ^S PROPOSED EXISTING+BUILDING g EXISTING I -HR Pik EXTERIOR WALL 24$ m cn cnI SIT PLAN: P=501 I I, FUTURE RESIDENCE L — J PUMP HOUSE ^c t AND WELL fell GENERAL NOTES I. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER UBC TABLE 235 WIND LOADING BASED ON: 80 MPN/EXPOSURE °B° SEISMIC ZONE: 3, SOIL PROFILE SD. SOIL BEARING CAPACITY: 1000 PSF 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2001 EDITION OF THE CALV<)R4IA BUILDING CODE. 3. PRE ENGINEERED STEEL BUILDING SYSTEM SHALL BE DESIGNED BY OTHERS TO MEET M511A. AND U.B.C. REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY THE ENGINEER AND LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WOF;K INDEX OF DRAWINGS I SITE PLAN 2 FLOOR PLAN 3 ELEVATIONS 4 BUILDIWs SECTION 5 FOUNDATION PLAN STEEL BUILDING CERTIFICATION THE PLANS FOR THE PRE-ENGINEERED STEEL BUILDING BY BUTLER MANUFACTURING COMPANY FOR JOB NO. D03-021312 HAVE BEEN EXAMINED AND FOUND TO BE COMPATIBLE WITH THE OVERALL DESIGN OF THIS PROJECT FOR WHICH CRANDALL ENGINEERING WILL SERVE AS ENGINEER OF RECORD. Revisions: ct W do (LW Z z W o (0Azm �U� — o Q 6 ,Lu JU •ff e �V J ewo <w 0 av0 e• aoe oa o f�6 3/32". I'O" Q LpFESS/ JOB: 03011 Z FILE: JRC C:N11N DT/ r„ m NVBS/03011 rn 00011 -LOW C 32934 SHEET oA EXP. 6/30/06 CIVIL Op C ALF . ..� 5 I _ _ 0 0 PRIVATE STORAGE GARAGE 6-3 OCCUPANCY UNCONDITIONED SPACE O 1� FLOOR FLAN: 3/32"=11.011 VENTILATION: NATURAL VENTILATION IS PROVIDED BY EXTERIOR OF'ENINGS (ROOF -VENTS AND DOORWAYS). EXGEF'TION FROM F'ROVIDING MECHANICAL VENTILATION IS REQUESTED AS ALLOWED BY CBG L'EL I'IC.FI IV11b. EG O 'r BUILDING DATA - 2001 CBG OCCUPANCY GROUP: 83 (STORAGE GARAGE) TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: NORTHEAST: 3OO't TO PL SOUTHEAST: 310'1 TO PIL SOUTHWEST: 8't TO PL - EXISTING IHR EXTERIOR WALL NORTHWEST: 20' TO PL FLOOR AREA: EXISTING BUILDING: 3,200 SQ. FT. PROPOSED ADDITION: 1,215 SQ. FT. TOTAL AREA : 4,415 SQ FT. ALLOWABLE AREA: 8.000 SQ FT. BASE AREA HEIGHT: PROPOSED HEIGHT 11.1't MAXIMUM ALLOWABLE DIGHT 40' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE : 2 STORIES OCCUPANT LOAD: 23 OCCUPANTS AT 1 PER 200 Sr-. (GARAGE) EXITS: I EXIT REQUIRED FOR LESS THAN 30 OCCUPANTS I EXIT PROVIDED (THE TWO PERSONNEL DOORS (PROVIDED ARE NOT ADEQUATELY SEPARATED - TO PROVIDE SEPARATE EXITS) aw1� TITLE: ADDF' ITION OR ROBIN PERRY GHiGO, GA. FLOOR PLAN ICRANDALL Revisions: SCALE: 3/32"-I'O" SHEET OF C✓ R"LE :JRC C:NlIN DT/ 000n-2au* WIN -: allNV58/03011 ENGINEERING 4955 Pondiiois lily PC Bbl 124 M 1 d p I n a 9, -C A 9 6 5 4 5 Phone: (2091966-4544 Fax: (209)96 6-4744 NORTH VALLEY BUILDING SYSTEMS 03011 w zW �d1 ON JQ JF IL mW J MIR NZ IV N a WJ o �4 °_ TJ WQ a UQ `9�W i%D pW p Q) J¢ �ozWa d 7Q U �m IZ14 om.. Quf'`X�°uWaZJ 3~JN J v aQ-3 aj a1� m J U m ,JQaly awl 0 91w W�Q�W W HEW OF ROw 1Q� "QHapiWaUaOz� J Ua3Z� f- ILaJ� � �* 4zwI- Ln .9 6 � m Wv m0 Q LU ttLf- 996(609) c=•d fret -99a(609) :•u•4d W M '2=U E J. SA31SA8 ONlallfl6 A3111/A Hl!!ON 9 r 9 9 6 v o'••• i d o w ►L& x•e Od [•M •••j•Pu•d 9969 F 0- N t J 111�� OWE' J � m C ONIV33NICN3 11VONVa0 o � e O Ut O 3mw 4 SNOT lVAM-13 r to FT I it J.Zl2��d NI90ZJ z10� NOIlI�]a'v' :32111 zW �d1 ON JQ JF IL mW J MIR NZ IV N a WJ o �4 °_ TJ WQ a UQ `9�W i%D pW p Q) J¢ �ozWa d 7Q U �m IZ14 om.. Quf'`X�°uWaZJ 3~JN J v aQ-3 aj a1� m J U m ,JQaly awl 0 91w W�Q�W W HEW OF ROw 1Q� "QHapiWaUaOz� J Ua3Z� f- ILaJ� � �* 4zwI- Ln .9 6 � m Wv m0 Q LU W Jq 7Q' WN F4 dR' 20C w 1<4 w m�Q Wok FI :o- #- 0) . LL _ FEW E_ i.- ►-JW iia V 0 W i JF E° J� �ju- a w40 �w w0 Rm a _ W� oi'Wc PEILL fig !qj m N aQ� °0��BUJ a� 0° °m'- z o �z� ami W_ Q1W mW -j3 u j oN aJ F W� �m U 3UN U a ~ s�Q 0-i OH a- � W a)o 1051 J=[ ��W SU ?Q F=" W J �MQQWLL � 0�0ui u � � SL ri m v ai 19 r JLD ~� JX wa OZ� ku _o 4U4 -j is J W _J �o W m _'r S103a J 41 W M '2=U E J. qZ J 111�� OWE' J m Q 3 WQuua U Lu J O 3mw 4 r to FT I it m I II II X II I II W Jq 7Q' WN F4 dR' 20C w 1<4 w m�Q Wok FI :o- #- 0) . LL _ FEW E_ i.- ►-JW iia V 0 W i JF E° J� �ju- a w40 �w w0 Rm a _ W� oi'Wc PEILL fig !qj m N aQ� °0��BUJ a� 0° °m'- z o �z� ami W_ Q1W mW -j3 u j oN aJ F W� �m U 3UN U a ~ s�Q 0-i OH a- � W a)o 1051 J=[ ��W SU ?Q F=" W J �MQQWLL � 0�0ui u � � SL ri m v ai 19 r JLD ~� JX wa OZ� ku _o 4U4 -j is J W _J �o W m _'r S103a J 41 RELOCATED SIDING FROM EXISTING BUILDING. TRIM AS REQUIRED TO FIT RELOCATED GUTTER FROM EXISTING BUILDING STEEL FRAME BY BUTLER -',,NEW WALL GIRT BY BUTLER r44 -7 I= i 1=1 11=1 I i=1 I II ;''-III-III-III- _� I I" IN 12" � 1• PROPOSED ADDITION EXISTING BUILDING BUTLERIB STEEL ROOFING - ZN-AL FINISH \ I " Z-PURLINSBY 1 BUTLER a 5's O.C. 3" VINYL BACKED FIBERGLASS ROOF INSULATION IN SHOP NOTE: VINYL INSULATION BACKING SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED PER UBC STANDARD 8-1. EXISTING BUILDING1 STEEL SIDING TO BE � REMOVED AND INSTALLED AT NEW ESTERIOR WALL I 4" CONCRETE SLAB WITH 6/6/10/10 WW'1 i E1 I I=1 I Ei I i=1 I i=1 11=1 I I „►11, III -I I I_I I I -III -1 I I III 111-I 2"t GRAVEL BASE SECTION A i/4".I'-O" EXISTING STEEL FRAME BY BUTLER SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER SECTION 1101 OF THE UBC AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT SPECIAL INSPECTOR CERTIFICATIONS TO THE BUILDING DEPARTMENT AT THE TIME OF PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 3. ALL INSPECTOR'S HANDWRITTEN DAILY LOGS SHALL BE AVAILABLE ON THE JOBSITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 4. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS SHALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 5. UPON COMPLETION OF THE PROJECT, THE INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK RECIARING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PERFOR"IED IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UBC AND/OR ICBG REPORT. 6. SPECIAL INSPECTION 16 REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. NIGH STRENGTH BOLTIMS A ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN OF THE NUT" METHOD SPECIFIED IN THE NINTH EDITION OF THE RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". B. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONFOR!`I WITH THE REQUIRED SPECIFICATION. B. INSPECTOR SHALL VERIFY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. C. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (A325 OR A490) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIAL HAVE _ TITLE: ADDITION FOR ROBIN PERRY CHICO, CA. 15UILDING SECTION Revisions: SCALE: 3/32".1'O" SHEET OF r✓' FlLE: JRC DT/ NYBOV0CRANDALL OOOn.4DM ENGINEERING NORTH VALLEY 13UHMING 8Y8TEM8 4964 Poodaroaa Way PO Box 134 Y l d p l n a a, CA 96348 Phono: (309)988-4844 Fax: (309)90 674744 JOB: 03011 O O / / � O / / THICKENEDTING Bu� tNG SLAB EDGE / BOTTOM DOWEL a �Iw THICKENED SLAB TYPICAL a ALL CORNERS FOUNDATION FLAN: 3/3211=11.011 CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR OT CONSTRUCTION. FOUNDATION DESIGN IS BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 003-021312 SOIL NOTES I. Foundation design Is based on: Soil Bearing Capacity: 1000 per with Increases per UBC Table 18-1-A. 2. All footings except where noted otherwise on plane shall be set at least 12" Into undisturbed earth or certified compacted fill. 3. Any .unusual soil conditions such as organic eolle, clay pockets or uncertified fills shall be brought to the attention of the engineer prior to con*trvction. Jn a EACH CONT. REINFORCING 32" BAR CONTINUOUS REINFORCI IN PERIMETER FOOTING I (I ANCHOR BOLTS LOCATED INSIDE OF REINFORCING I yy DETAIL D EXISTING O SIDING NOTCW I I2. - EXISTING FRAME/' I (_ FOOTING SHOWN 5/8"0 x I" DOWELS v'24* OZ. TOP d BOTTOM 4" CONCRETE SLAB 'WITH 6/6/10/10 UU`i UNDISTURBED EARTH ANCHOR BOLTS PER BUTLER PROVIDE 10" EMBEDMENT FOR 3/4"0 BOLTS 12 EMBEDMENT FOR 1"o• BOLTS 04 HAIRPIN WHERE SHOWN 4" CONCRETE SLAB ITH 6/6/10/10 WILM x—�x— 2"t CLEAN GRAVEL •4 CONTINUOUS TOP AND BOTTOM TYPICAL ADD 04 X 90" TOP AND BOTTOM CENTERED ON FRAME AT SECTION C/4 UNDISTURBED EARTH SEE SECTION E/5 FOR CONSTRUCTION JOINT DETAILS SECTIONS / B \ �G1 •4 — - 32" O.G. LOCATE ONE BAR WITHIN 6" OF EA A$. OPTION 01 OPTION 02 SLAB AND PERIMETER FOOTING SLAB AND PERIMETER FOOTING POURED MONOLITHICALLY. POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDMCs PERIMETER FOOTINGS w°° U 007-210-049 01-2116 ROBIN PERRY STRUCTURAL CALCS 007-210-049 04-2606 PERRY. ROBIN 3227 MORSEMAN AVL. CHICO Cont: 130 -POOLS ^ n NEW I'OO1-I_ �ntt1�0' 5-3105 NOTES _ - RESIDENTIAL r; PERMIT NO._w007-210-049 4 04-2606, PERRY. RUBii'4 t 3227 N:OI S.EA AN AVL"•, CHIC( 4 Cont: BOWFN POOLS NEW POOL z d 9' Xk' SPECIAL CONDITIONS CHECKED. BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D ' O �t �' Signature J=OK 0 = NCA SIC . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy t vv , - r +- MISCELLANEOUS Date Date Card B-1 Date Card B-1 Date 2. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. 1. Zoning Requirements -Setbacks -Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size -Spacing -Marriage Line Carports; Windows -Doors 3. Blocking ' 8. 4. Gas; MH Test -Demand -Valve 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; MH Test Roof; Shthg-Roofing 6. Water; MH Test 12.,Braced Wall Panels 7. Water and Sewer Connected Date 8. Gas and Electricity Tagged Date 9. Exits POOLS ans) OK except #'s 10. License Decals 11. Verify #'s with Office Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date Elec.; Eyclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 t vv , - r +- MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric ' 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12.,Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS ans) OK except #'s 1 etb�GcsrEasements oils�,Gompaction-Structure Stability Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Eyclosures; Conduit Entries -Terminals -Listed fiI_E ,f; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Healt - epartment Approval mb.; Cir. Test -Water Supply Test 94 •✓ Light Niche ' 2. Enclosure; Fencing -Alarms Y Date , and B-1 r Date Card B-1 Date T Card B-11' Date Card B-1 t vv , - r +- =i J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1. Zoning -Setbacks -Easements -Flood -Slope Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Siding -Nailing Veneer 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stucco Mesh -Drip Screed -Fd. Vents-Underllr. Access 5. Stemwalls, Main; Steel-Blockouts-Wrapped Glazing Area -Glass Protection -Skylights -Plastic 6. Stemwalls, Garage; Steel -Blockouts-Wrapped Shear Walls; Nailing -Bolts 6a. Hold Downs and Special Anchors Brace Interior/Exterior Wall Panels 7. Slab, Steel -Wrapped Insulation -Walls -Ceilings 8. Piers -Fireplace Ftg.-Steel I nfi Itration-Wal Is -Windows 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Card B-1 Date Card B-1 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Card B-1 Date Card B-1 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 66. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 67. 15. Access & Ventilation 68. 16. Insulation 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 80. Insulation -Foam -Looked in Attic Date 81. Card B-1 Date Card B-1 Date 82. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Clearance Looked under Floor 0 Yes 24. Fixture & Transformer Clearance -Ins. Protection Following Instld./Drive Cl Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 25. Elec. Receptacles Spacing -Lights & Switches at Doors Stucco Brown -Finish 26. Size Boxes & No. of Conductors Stapled A.C. Unit Disconnect, Electrical -Plumbing 27. Romex Installed Close to Edge of Studs & C.J. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Water Well, Disconnect, Electrical, Plumbing 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Exterior Elec. Trim, G.F.I. Receptacle -Underground 30. Subfeed Wire Size/ '/ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Ventilation Throughout House 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Glass Protection 32. Service -Riser Conductors & Ground Main Disconnect Corrections from Previous Inspections 33. Equip. Clearances Panels-Motors-Mech. Equip. Gas Test -Meters Tagged, Gas -Electric 34. Clothes Closet Light -Shower Light -Spa Light Water & Sewer Connected -C/O to Grade -HD Approval 35. Smoke Detector Energy Compliance Certificate -Other Certificates 95. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underllr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive Cl Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042606 LICENSED CONTRACTORS 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 Issued Date: 09/27/2004 APN: 007-210-049-000 the Business and Professions Code, and my license is in full force and License Class :c' License Number: S^% 2" Site Address: 3227 MORSEMAN AVE CHI Date: C' Contractor: Bold lz--� P064 -r- Map Index: Description: POOL MASTER 01-508 (688) OWNER43UILDERDECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PERRY ROBIN L & SHELBIE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 3227 MORSEMAN AVE signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's State License Law (Chapter 9 commencing with Section 95973-9105 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: PERRY ROBIN L & SHELBIE Code: The Contractors' State License Law does not apply to an owner of property who, builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: BOWEN, ROBERT not apply to an owner of property who builds or improves thereon, BOWEN POOLS and who contracts for such projects with a contractor(s) licensed 905 FILBERT AVE pursuant to the Contractors' State License Law.). CHICO, CA 95926 ❑ 1 am Exempt under Article 3 of the Business and Professions Code 530-345-2503 Date: Owner: License #: 357298 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 Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: �Tc�i o�l►�J li Total Square Ft: 0 S.F. Valuation: $0.00 -� � { Policy #:� �� i GlY� fir' �— Census Code: ❑ 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 the 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - CONSTRUCTION LENDING AGENCY This permits hereb 'ssued under the applicable provisions of the Butte County CodR PnWor Resolution'to c indicated above for which fees have been paid.^/ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Dates By. 4 PERMIT EXPIRES N� v� Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represenI }trues ofButte County to enter t Ove mentioned property for inspection purposes. /upon " Signature:` -'Y Print Name: Iy� r L Date: ❑ OwnerContractor ElAgent for Owner ElAgent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name 7 irst Name Address -32-2.7 AAok-5EM,A}r\l -A-V E , City C f+t G O State CA . Zip gS97 3 Phone -S`f 3 _ Fax E-mail CONTRACTOR Name �� W � - t,4 F-coL S ��NaVi477o Address 9o: F/! sep,7- City C f+t c'0 State CA . Zipqs-? 26 Phone -_ 2Sd Fax (G-4 1'V►.� E-mail Lic. # 35'7 9Clas S- APPLICANT SIGNATURE X if6TL V5 For office use only: ARCHITECT/ENGINEER Name C0/y2 yQ-)kj 4S157oC Address �A-._N P__ City C /-/-I C<D StateC'q Zip 9S 9 73 Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X if6TL V5 For office use only: APPLICANT NAMEsAlryl6 A .q$ Name Flood Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X if6TL V5 For office use only: Zoning Property Address 32 2 'I hA,6 P_S>cM " 4Ua Flood Zone Cross Street +TTS p , SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT 0� " �0 BP BIN # LOCATION AP# 007—Z/ O °-O4`� Property Address 32 2 'I hA,6 P_S>cM " 4Ua City C41 C o Cross Street +TTS p , WORKER'S COMPENSATION Policy Number 2_0 Carrier z 1�,� a� F - If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address VY / I Description or Scope of Work: Sq. Footage (v ❑ Structure Built without Permits U 10 ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by: Amount: (�"� / Bldg I I OVER FOR SUBMITTAL REQUIREMENTS LL KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 SRA KecelpLu Sheriff b-2y 0 SMIP Date: � � r� Other I Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.d0c Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: -Pe jzp✓ ASSESSOR PARCEL NUMBER Proposed Building Use: o d tL , �Uv Counter Technician: Date: Items required in order to apply for permit. All boxes MUST be checked OR marked NA in or er to apply. irk 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C)' Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ' ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form /3 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. ;Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required..................`..................................................... ........ ❑ 21. Fees as shown on the attached Schedule of Fees•Due Sheet .............................. ❑ .22. City of Chico Plumbing permit........................................................................ ❑,d6. . California Department of Forestry plan approval ❑ paid. Sent by: ............. Planning approval (A) Use: Q(C (B)Parking: (C) Parcel Check: : Contact Land Development about -Improvements, -Drainage ........................ NPDESForm............................................................................................ ❑ :. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization...:::..:.............................:............................. ❑ 33. 'Recorded copy of Agricultural Acknowledgment Statement .................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed ofthe above items and requirements for obtaining a building permit. Applicant: �-Z, ` T &I - �56U Date: 5� Pr - 1 1. Index permit application for the above items numbered: Plan Check Letter I items required "d - �� 4-4 (�50r. designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, b Date: 2 designer, owner, was advised of theov data b ❑ phone, ❑ mail, ❑ counter b Date: Plans reviewed by: _Date: +� Plans approved by: VEi Date : ^ Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division EK USE ONLY ;�- - PiorPlan Attached Floor Mn Attacked Sant to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ski GGlC/�� /A/ d9d Own Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for dwelling. Other Hold final for: Y Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 AP# Private W, Date Department of Public -Works �0 C o u n t y o f B u t t e 0 LAND DEVELOPMENT D1V1510N J. Michael Crump, Director Storm Water Management Program O 7 County Center Drive Oroville, CA 95965 i�5 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPD)Preve Phase 11 Construction Storm Water Permit and rACREPollution Plan (SWPPP) Acknowledgement [LESS THAN 1 Project Description: Project MW Number• _oe���-16-� U� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply ly for a Construction Storm Water Permit from the State of California Regional Water Quality Control I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: au —7;02-rr, Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program CA SITE PLAN REVIEW APPLICATION Date: 9 -z 4q AP# -007--210 - O Lf 9 Permit Number (if applicable) O'% A04, Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: -? , 7/ a ct .S e2 7iirla.� C C� q S 73 Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home. 401te Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) `IS Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved' By Date §�'4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 41100 7c, 0 3 YOC Index Date: (� b ❑ Sacramento River Reclamation District (Approval must be obtained from'the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S— � P �p12 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. D--- n -.Cr Zoning Code Streets & Highways Fire Prevention Subdivision Map Front '201 Side 5 Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. D--- n -.Cr CN Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road . ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [1 Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal -Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: No E] Ye Comments: 1 S f' 4.ceu �� - 9-�3 f) 4,1 ❑ No ❑ Yes ❑ No ❑ Yes Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development... Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 07 107 W 0 x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time . of review. CALarrys\Building Permit Site Plan Reviewl.&C NorthStar ENGINEERING Civil Engineers • Surveyors August 14, 2003 RE: Robin Perry Residence A.P. No. 007-210-049 Dear Plan Checker, -I have reviewed the truss design and submittal for the Robin Perry Residence at 2337 Morseman Avenue in Chico, California. The truss calculations were prepared by Longfellow Lumber Company Inc. The purpose of the review was to ensure that the truss designer used the proper gravity and lateral loading where required in the design of the trusses. The structural design of the individual trusses, truss to truss connections, and framing configuration is the sole responsibility of the truss manufacturer. Specifically, trusses "AY and "131" were reviewed. Note also that Sheet 4, Roof Framing Plan shows straps at each end of truss "B 1". The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the trusses per plan. If you have any questions, or need further clarification, please call anytime. Sincerely, M a . Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 !r NorthStar ENGINEERING Civil Engineers • Surveyors Butte County Building Division 7.County Center Drive Oroville, CA 95965 Attention: David Wasney RE: Parcel Number: 007-210-049 Plan No. 03-1111 This letter is in response to your plan check dated August 5, 2003. We have responded as follows: 1. Refer to letter included with this submittal for review of truss package. 2. Refer to revised calculations for new lines 1.1 and 1.2 that split the original line 1 into two separate lines. Note that line 1..2 is included at the end of the calculation set. 3. Refer to Details.4 and 5 on Sheet S-2 for drag truss connection details. Also refer to Sheet 4 for strapping of drag truss along line 3. 4. Refer to letter included with this submittal for review of truss package. 5. Detail 4 on S-2 label revised to "SHEAR TRANSFER". Three sets of complete plans are included with this submittal. E of Re ly, Michael Main, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Butler Manufacturing Company ����� ��UA,� 7440 Doe Avenue 1 BUTLER P.O. Box 1590 ® Visalia, CA 93279-1590 BUILDING DIVISION IVoSI®N (559)651-5369 APPROVED March 4, 2003 f� v Andy Wood 25 x 51 x 16, WX, 1:12 North Valley Ready Builders Robin Petty Chico, CA 95973 Chico, CA 95973 13MC No. 04-021372 Builder No. 03-37 To Whom It May Concern: Please accept this letter as our certification thai the Butler Mfg. Co. (an AISC Class MB Certified Fabricator) components of the subject building, when ordered in accofaance with Butler standards, will be designed in accordance with the 1989 Edition of the RISC Specification for the )besigti, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cola-Foimed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic beta as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. These loads have been detiiied by the Builder in the order documents. Loads applied to the subject building will be iii accordance with the 1997 edition of the Uniform Building Code. The subject building will be designed to carry a bAW roof live load of 20 pounds per square foot, with an Importance Factor of 1.0, and a collateral load bf 6 poltiids per square foot, in addition to the dead load of the structure. Components are designed for reduced root live load`s in accordance with Section 1607.5 and] 607.6 of the Uniform Building Code. Roof live load for each component is based on the following schedule: Tributary Loaded Area (Sq. Ft.) besign Live Load (p.s.f) 0 to 200 20 psf 200 to 600 16 psf Greater than 600 12 psf The building will be designed for a basic wtiiit Speed of 80 M.P.H., exposure factor °`B", with an Importance Factor of 1.0. Applied in accordance with CBaiiter 16 -Division III of the Uniform Building Code. The building will be designed as "ENCLOSED" for wind desigfl. The building will be designed for Seisrtilc Uflli J in accordance with Chapter 16 -Division IV of the Uniform Building Code with an Importance Factor of 1.8. The §611 profile type is SD. Load combinations will be in accordance with WHOM 1612.3.2 of the Uniform Building Code. The Butler Components, when properly erected .6ft ilii adequate foundation in accordance with the erection drawings as supplied and using the components as i'Alshed, will meet the above loading requirements without exceeding the allowable working stress. The design bf thist Widitig for wind loads assumes that doors not supplied by Butler are designed to sustain the same wind pressufes Ad suctions as the walls in which they are installed. This certification does not cover field modifications or tle$10 tit inaterials not furnished by Butler Manufacturing Company. Components for the building will be 0i6dilced lh one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, At, Galestilltg; it, Laurinburg, NC, San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the AmEACE" ii liistitute of Steel Construction. Cordially yours, QROF ESS/ON pew r Ir R. AZ l� t1 Azarbin, P. y �Q. �� besigt3 Engineer � � NO. C64515 * EV. 6.30-03 00140 i)qoCIVIL ��UF CAL1 13 3C CUSTOMER: Robin Perry LOCATION: Chico, CA BUILDER: North Valley Building Systems BUILDING SIZE UNIT 1: 25 x 51 x 16, WX, 1:12 BMC ORDER NO.: 04-021372 BUILDER ORDER NO: 03-37 DESIGNER:. Gary D. Nethery; E.I.T. DATE: 3/4/03 TABLE OF CONTENTS DESIGN CRITERIA: SPECIFICATIONS: ROOF SECONDARIES: WALL SECONDARIES: ENDWALL STRUCTURALS: LONGITUDINAL BRACING: WALL PANEL: ROOF PANEL: FRAME DESIGN: FRAME CONNECTIONS: UNIT 1 D1 1 5 10 12 16 20 21 F1 S1 DATE: 03/03/03 D E S I G N C R I T E R I A R E P O R T matl <=1" thick and <=12" wide .. Fy = 55. PD1200DDC TIME: 07:00 PM Fy = 50. Wide flange Sections (unless noted) ............... Fy = 36. PAGE D-1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) Fu (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX 25' 0" 51' 0" 16' 4" 26 Gage .................... 20 PSF 80 MPH UBC 97 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) LSW: STRAIGHT RSW: STRAIGHT LSW: ------------------------------------------------------------------------------------------------------------------------------------ RSW: HORIZONTAL LSW: 0" RSW: 1 1/4" LSW: 0" RSW: 9 1/2" --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3 All welding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and <=12" wide .. Fy = 55. Built-up Sections matl >1" thick or >1211 -wide .. Fy = 50. Wide flange Sections (unless noted) ............... Fy = 36. Cold -formed Members up to .120 thickness .......... Fy = 60. —over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter .................... Fu = 80. over 3/4" diameter .................... Fu = 70. Roof Cover BRII 28 Gage ................... Fy = 80. Wall Cover SHWAL 26 Gage .................... Fy = 50. Wall Cover OPEN --------------------------------------------------------------------- --------------------------------------------------------- 3. SPECIFIED•DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBG). 3.2 DESIGN LOADS Terrain Cat/Wind Exp B Dead Load 2.2 + Frame Weight Roof Live Load 20 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf Building Use Category 4 (GENERAL USE) DATE: 03/03/03 D E S I G N C R I T E R I A R E P O R T PD1200DDC TIME: 07:00 PM PAGE D--2 ------------------------------------------------------------------------------------------------------------------------------------ ORDER ff 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY.WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ------------------------------------------------------------------------------------------------------------------------------------ LSW: STRAIGHT RSW: STRAIGHT LSW: RSW: HORIZONTAL LSW: 0" RSW: 1 1/4" LSW: 0" RSW: 9 1/2" ---------------------------------------------------------------------------------------------------------------------------------- ACTUAL_DESIGN LOADS LIVE LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS 20.0 psf FRAMES: 1, 3 none 20.0 psf BAYS: 1, 2 25.0 psf FRAMES: 2 COLLATERAL LOAD INTERMEDIATE FRAME none WIND SPEED INTERMEDIATE FRAME 80.00 mph FRAMES: 1, 2, 3 ENDWALL STRUCTURALS ROOF STRUCTURALS none none ENDWALL SIDEWALL STRUCTURALS STRUCTURALS BRACING ROOF STRUCTURALS 80.00 mph FEW 80.00 mph RSW 80 mph 80.00 mph BAYS: 1, 2 80.00 mph REW 80.00 mph LSW WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 Roof Structurals -1.000 Bracing 0.800 -0.500 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 0-00-01 GLOBAL DATA WX DESIGN SPECIFICATIONS PAGE 1' ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span or with interior columns as a modular rigid frame. The end frames consist of H -Section beams and H or C Section posts arranged as described below. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning between the frames. 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES Endwall framing has two options: (1) H -Section roof beams and Light gage "C" Section posts or H -Section posts designed as a pinned frame. Lateral support is provided by cross bracing in the plane of the endwall or in the roof. Endwall roof beams and H -Section posts are welded members using 55 ksi steel for flanges and webs. "C" Section posts may be single or double 12" members fabricated from 60 ksi minimum yield material. (2) H -Section roof beams and posts designed as a modular rigid frame. Lateral support is provided by frame action and bracing in the plane of the endwall where required. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts, and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 0-00-01 GLOBAL DATA WX DESIGN SPECIFICATIONS PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER.# 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 3 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the column bases. Modular frames with interior columns are designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the frame, summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sections. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 is a Pinned Endwall consisting of H -Section roofbeams designed as simple or continuous supported by endwall posts designed as pinned end members. Option 2 is a Rigid Endwall consisting of H -Section roof beams and posts designed as modular rigid frames with or without endwall bracing. g of 3.2.1 Pinned Endwall Option 3.2.1.1 Endwall Posts Endwall posts will be designed as pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area and the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area. All roof and wall loads will be considered uniformly distributed. Endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional- flexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span or continuous members depending on post arrangement. Eave connections will be considered to provide pinned end support as will the ridge connection when a post is situated under the ridge. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. Purlins will brace the top flange and flange braces will brace the bottom flange of roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 Rigid Endwall Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused by the wind load on the sidewalls. DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 0-00-01 GLOBAL DATA WX DESIGN SPECIFICATIONS PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 3.3 SECONDARY FRAMING 3.3.1 Purlins, Eave Struts, And Girts Purlins and girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the stiffness analysis method. The purlins and eave struts are designed for the shear and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The girts are designed for the shear and moment caused by wind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but -tapered and concentrated loads can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span (with girts) members. The panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts, or panel diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of RISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage of full height panels determined by eave height and wind loading. DATE: 03/03/03 D E S I G N D A T A R E P O R T PD120ODSN TIME: 07:00 PM 0-00-01 GLOBAL DATA WX DESIGN SPECIFICATIONS PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME- PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is a parallel chord Pratt truss in the roof and "X" diagonal rod members in the wall. The rod loads are computed by summing the windward and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the Pinned Endwall will be designed as the lateral support system of the frame. Endwall bracing for the Rigid Endwall will be designed to act in conjunction with the rigid frame action of the frame to resist the forces caused by the wind load on the sidewalls. DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ------------------------------------------------------------------------------------------------------------------------------------ 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +----------------------------------------------------------+ 1 29.50 1.99 1.2 0.0 20.0 0.0 0.0 2 20.00 1.99 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS -+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 13.00 18.00 BOTTOM BOTTOM 2 NO BRACES FOR THIS BAY NOTES:- EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ BAY PART FRONT EW REAR EW MINTHK FY SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ (IN) (IN) 1 DL + LL -0.02 0.06 -0.04 -0.25 2 DL + WL (S) 0.00 0.00 0.00 -0.01 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2), (IN**4) (IN**4) +----------------------------------------------------------------------------------------------------------------+ 1 0540505 359-4 8.00 0'.096 0.060 60.00 3.50 0.31 1.38 ' 1.61 15.98 2.94 2 0540505 251-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 6 ------------------------------------------------=----------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # I. BLDG -------------------------------------------------------------------------------------------------------------------------7---------- DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY +------------------------------------------------------------------------------------------------------------------------------------ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ALTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +---------------------------------------------------------------------`------------------------------------------------------------+ 1 0.0 0.7 10.3 0.068 1 14.7 62.2 132.6 0.00 35.60 0.469 1 14.7 0.0 62.2 0.220 1 0.7 44.7 2 20.0 -0.5 10.3 0.046 1 10.0 28.5 132.6 0.00 35.60 0.215 1 10.0 -0.1 28.5 0.046 1 2.1 46.2 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND t DATE: 03/03/03 COMBINATIONS END FORCES D E S I G N D A T A R E P O R T +------------------------------+-----------------------------------------+ PD1200DSN TIME: 07:00 PM --------------------------------------------7-------------------------------------------------------------------=------------------- 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 7 ORDER ## 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD DESCRIPTION BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION WX 25' 0"' 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) �- +-----=-------------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 1 29.50 5.00 1.2 0.0 20.0 0.0 10.0 2.00 CONTINUOUS 2 20.00 5.00 1.2 0.0 20.0 0.0 10.0 2.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) +------------------------------------------------------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ 1 29.50 4.49 1.2 0.0 20.0 0.0 10.5 2 20.00 4.49 1.2 0.0 20.0 0.0 10.5 PURLIN BRACE LOCATIONS +------------------------------------------------------------------------------- BAY. LOCATION/ NUMBER POSITION +--------------------------------------------------------------------------------------------------- 1 13.00 18.00 BOTTOM BOTTOM 2 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.15 -0.10 -0.63 2 DL + WL (S) 0.02 -0.06 0.04 0.26 DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM -----------------------------------------------------------------------------7------------------------------------------------------ 1-02-01 ROOF STRUCTURALS ' RIGHT SLOPE PURLINS PAGE 8 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +-------------------------------------------------------------------------=-------------------------------------+ ----------------------------------------------------------------------------------------------------------------------- -- - - -+ *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +-------------------------------------------------------------------.------------------------------------------- XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) 1 0530926 383-4 8.00 0.096 0.083 60.00 2.63 0.25 1.13 1.43 13.89 2.91 2 0530925 275-4 8.00 0.082 0.068 60.00 2.63 0.25 1.13 1.23 11.95 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +------ BAY ----------------------------------------------------------------------------------------------------------------------- -- - - -+ *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 27.5 -1.7 10.1 0.170 1 13.0 94.5 123.9 0.00 14.50 0.762 1 13.0 -0.2 94.5 0.582 1 4.7 2 2.0 1.3 6.3 0.213 1 2.0 -74.5 92.7 0.00 20.00 0.804 1 2.0 1.3 -74.5 0.599 1 17.6 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE . 9 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION WX 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 1.3 2.3 0.571 1 0.0 123.9 1.30 2.30 0.000 1 1 E 3.5 8.1 0.430 1 -109.1 224.0 3.50 8.10 0.668 1 2 S 3.5 8.1 0.430 1 -109.1 203.3 3.50 8.10 0.668 1 2 E -0.6 1.6 0.406 1 -0.6 100.0 -0.60 1.60 0.000 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:OO.PM ------------------------------------------------------------------------------------------------------------------------------------ 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 10 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ------------------------------------------------------------------------------------------------------------------------------------ 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS ----------------------------------------- (FT & PSF) (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF) GIRT ELEVATION SECTION --------------------------------------------------- 1 SECTION 2 LENGTH(FT) --------------------------------------------------------------------------------------------------- 30.00 21.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP 7.50 6.63/0.0/0.0 6.63/0.0/0.0 GIRT LOCATIONS (TYPE/ ------------------------------------------------------------------ PART NUMBER - LENGTH(IN) ) GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) ------------------------------------------------------------------ 30.00 21.00 7.50 Z95/0550303 343-2 Z95/0550303 229-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 30.00 21.00 --------------------------------------------------------------------------------------------------- ALL 7.38 ELEVATIONS 14.75 22.13 NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION r DATE: 03/03/03 D E S I G N D A T A R E P O R T PD120ODSN TIME: 07:00 PM ---------------------------------------------- 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 11 -------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ------------------------------------------------------------------------------------------------------------------------------------ 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0550303 Z 9.50 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +---------------------------------"-------------------------------------------------------------------------------- BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +-------------------------------------------------------------------------------------------------------- 1 0.0 0.9 2.7 0.323 1 14.8 -77.5 97.3 0.796 2 14.8 0.1 77.5 0.523 1 2 0.0 0.6 2.7 0.219 1 10.0 -35.6 53.6 0.664 2 10.0 0.1 .35.6 0.111 1 DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 1-04-01 ENDWALL STRUCTURALS -------------------------------------------------------------------------------------------------------------- FRONT ENDWALL GIRTS PAGE 12 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ---------------------------------------------------------------------------------------------------------- 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) --------------------------------------------------------------------------------------------------- (WIND PRESURE = 9.O.PSF / WIND SUCTION = 9.0 PSF) GIRT ELEVATION SECTION. 1 LENGTH(FT) 25.00 --------------------------7-----------------=------------------------------------------------------ LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 7.50 7.15/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 --------------------------------------------- 7.50 Z95/0550304 283-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL LOAD COMBINATIONS + -------------------------c----+ NO DESCRIPTION -------------------------------- I WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE NUMBER DEPTH (IN) THICKNESS (IN) FY (KSI) FLANGE (IN) RADIUS (IN) LIP (IN) AREA .(IN**2) IX (IN**4) IY (IN**4) 0550304 Z 9.50 0.067 60.00 2.75 0.25 1.06 1.12 15.00 2.20 II DATE: 03/03/03 D E S I G N D A T A R E P O R T PD120ODSN TIME: 07:00 PM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL GIRTS PAGE 13 -------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY.BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR.GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION --WX--------25'--0"-----------51'--0"---------16' 4" 20 PSF 80 MPH UBC 97 1.000:12 - ------=-----------=------- ------------------------------------------------------- DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +-----------------------------------------------------------------------------------------------------------------------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +-----------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.8 3.8 0.208 1 12.2 57.6 62.7 0.920 2 12.2 0.1 57.6 0.212 1 DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 1-04-01 ENDWALL STRUCTURALS ----------------------------------------------------------------------------------------------------=-------------- REAR ENDWALL GIRTS 'PAGE 14 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP -.Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ------------------------------------------------------------------------------------------------------------------------------------ 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) --------------------------------------------------------------------------------------------------- (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF) GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 7.50 7.15/0.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 --------------------------------------------- 7.50 Z95/0550304 283-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 25.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART NUMBER SHAPE DEPTH (IN) THICKNESS (IN) FY (KSI) FLANGE (IN) RADIUS (IN) LIP (IN) AREA (IN**2) IX (IN**4) IY (IN**4) 0550304 Z 9.50 0.067 60.00 2.75 0.25 1.06 1.12 15.00 2.20 DATE: 03/03/03 D E S I G N D A T A R E P O R T PD1200DSN TIME: 07:00 PM 1-04-01 ENDWALL STRUCTURALS - REAR ENDWALL GIRTS PAGE 15 ---------------- -------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP = Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION WX ------------------------------------------------------------------------------------------------------------------------------------ 25' 0" 51' 0" 16' 4" 20 PSF 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +-----------------------------------------------------------------------------------------------------------------------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD GOND XM ACTM ALLM CSRB LD'COND XC ACTVC ACTMC CSRC LD COND +----------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.8 3.8 0.208 1 - 12.2 57.6 62.7 0.920 2 12.2 0.1 57.6 0.212 1 LONGITUDINAL BRACING DESIGN CUSTOMER: Robin Perry DATE: 03/03/03 BUILDER: NVBS DESIGNED BY: Gary Nethery BMC ORDER #: 059090/021372 NEW ADD 1TtO t1 BLDR ORDER M 03 —37 WIDTH LENGTH HEIGHT psf 25 51 14 BUILDING LOADINGS: 1.1 BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 20 EDITION YEAR: 1997 DEAD LOAD: 4 0.2 COLLATERAL LOAD: WIND DESIGN: 0.4 WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: b WIND IMPORTANCE FACTOR(I): 1.00 t MEAN ROOF HEIGHT(H)(ft): 14.96 Ce= 0.62 Cq= 1.3 total, for building walls and at each parapet q=0.00256(V)^2= 16.38 psf P=(Ce)(Cq)gl= 13.21 psf 10 psf minimum ( 0.013 ) ksf SEISMIC DESIGN: SEISMIC ZONE: 3 SEISMIC COEFFICIENT Ca (FROM 16-Q): 0.36 SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 SEISMIC COEFFICIENT C„ (FROM 16-R): 0.54 SEISMIC IMP. FACTOR(I): 1 BRACING R: 5.6 SOIL PROFILE TYPE: SD BRACING S2o (FROM TABLE 16-N): 2.2 STRUCTURAL PERIOD: T=Ct(hn)314 = 0.1521 WHERE C, = 0.020 ONTROLLING V/1.4= 0.115 W Eh=V rmx 0.500 20 P = 2 —= 0.88 (30-3) Amax AB Pm ax =1 . 5 , Pm in =1 .0 use p = 1.00 E = p E h = PV = 0.115 W(30-1) FOR SIDEWALL RODS: (STRENGTH DESIGN) E = S20E n = S2oV = 0.354 W(30-2) (30-8) v/ = RT W 0.63 W (30-4) NEED NOT EXCEED: 2.5Cal v= R a W= 0.161 W (30-5) SHALL NOT BE LESS THAN: V = 0.11 Ca I W = 0.040 W (30-6) WEIGHT (W) OF FEW= 1.4 psf WEIGHT (W) OF REW= 1.4 psf ROOF DEAD LOAD: 4 psf ROOF COLLATERAL LOAD: psf 1.3 psf TOTAL SEIS ROOF LD: psf 1997BRACE1wx1.xls psf @ REW • BUILDING BRACING REACTIONS BAYS BRACING LOCATION 30 H BAY SIZE V H V 1 LSW(WIND) 1.3 0.7 1 RSW(WIND) 1.1 0.5 1 LSW(SEISMIC) 0.5 0.2 1 RSW(SEISMIC) 0.4 0.2 1997BRACE1wx1.xls PACaE 1-7 LONGITUDINAL BRACING DESIGN CUSTOMER: Robin Perry DATE: 3/3/03 DESCRIPTION: NUBS DESIGNED BY: Gary Nethery BUILDER: 059090/021372 NEW ADD ►T t OVA BMC ORDER # 059090/021372 BUTLER ORDER 0: O 3—g 7 WIND LOADING SEISMIC LOADING BAY - 30 30 30 s LSPACE DIST FEW REW BAY BAY BAY BAY CNTRL CNTRL NO OF BAYS FROM LSW STR H WALL HT WALL POINT STRUT ROD ROD POINT STRUT ROD ROD ROD. ROD ROD ROD HT LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD SIZE ALLOW SIZE ALLOW LSW 1 16.00 16.00 16.00 [::!!!1 1.3 1.5 0.3 0.3 1.1 1/2 6.9J9.82' RSW 1 25 13.92 13.92 13.92 1.1 1.1 1.3 0^.3 0.3 1.1 1/2 6.9J9.82' 25 1 0.0 0.0 7/16 -3f- �oir�-f �,bTMD Ls 'kDED -Tb $LAiLDING TD 1997BRACE1wx1.xls -a WIND DESIGN: WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: PA UE WIND IMPORTANCE FACTOR([): 1.00 LONGITUDINAL BRACING DESIGN 16.83 CUSTOMER: Robin Perry DATE: 03/03/03 BUILDER: NVBS DESIGNED BY: Gary Nethery BMC ORDER #: 059090/021372 MST. STRU.CT. RSW(SEISMIC) BLDR ORDER #: 1.1 WIDTH LENGTH HEIGHT BRACING R: 5.6 40 80 16 BRACING Q 0 (FROM TABLE 16-N): 2.2 BUILDING LOADINGS: BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 20 - EDITION YEAR: 1997 DEAD LOAD: 4 COLLATERAL LOAD: WIND DESIGN: WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: b WIND IMPORTANCE FACTOR([): 1.00 MEAN ROOF HEIGHT(H)(ft): 16.83 Ce= 0.67 Cq= 1.3 q=0.00256(V)^2= 16.38 psf P=(Ce)(Cq)gl= 14.27 psf . ( 0.014 ) ksf SEISMIC DESIGN: 0.8 SEISMIC ZONE: 3 RSW(SEISMIC) SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 1.1 SEISMIC IMP. FACTOR([): 1 BRACING R: 5.6 SOIL PROFILE TYPE: SD BRACING Q 0 (FROM TABLE 16-N): 2.2 STRUCTURAL PERIOD: T=C,(hn)314 = 0.1662 WHERE C1 = 0.020 ONTROLLING V/1.4= 0.115 W Eh=V rmax 0.500 20 P = 2 —= 1.29 (30-3) Amax AS Pm a x = 1 . 5 , Pm 1 . 0 u s e p = 1.29 E = p Eh = pV = 0.148 W(30-1) FOR SIDEWALL RODS: (STRENGTH DESIGN) E = S20 E e = n, v = 0.354 W(30-2) total for building walls and at each parapet 10 psf minimum SEISMIC COEFFICIENT Ca (FROM 16-Q): 0.36 SEISMIC COEFFICIENT C„ (FROM 16-R): 0.54 (30-8) V = RT W = 0.58 W (30-4) NEED NOT EXCEED: 2.5Cal v= R a W= 0.161 W (30-5) SHALL NOT BE LESS THAN: V = 0.11 Ca I W = 0.040 W (30-6) WEIGHT (W) OF FEW= 1.4 psf WEIGHT (W) OF REW= 1.4 psf ROOF DEAD LOAD: 4 psf ROOF COLLATERAL LOAD: psf 1997BRACE1 exist1.xls psf TOTAL SEIS ROOF LD: ---T—psf psf @ REW BUILDING BRACING REACTIONS BAYS BRACING LOCATION 30 H BAY SIZE V H V 1 LSW(WIND) 2.4 1.3 1 RSW(WIND) 3.7 2.0 1 LSW(SEISMIC) 1.4 0.8 1 RSW(SEISMIC) 2.0 1.1 4- %0,4T L o4D From WA IS 1t�Cl_I.�DE De �Lt .S1AC� 1997BRACEI existl .xls LONGITUDINAL BRACING DESIGN . CUSTOMER: Robin Perry DATE: 3/3/03 DESCRIPTION: NUBS DESIGNED BY: Gary Nethery BUILDER: 059090/021372 E X 1ST 1 N CL BMC ORDER 0: 059090/021372 STR U. GTLIRE BUTLER ORDER A: WIND LOADING SEISMIC LOADING BAY 30 30 30 POST DIST ISTR FEW REW BAY BAY BAY BAY CNTRL CNTRL SPACE NO OF FROM WALL WALL POINT STRUT ROD ROD POINT STRUT ROD ROD ROD ROD ROD ROD 's /LOC BAYS LSW H HT HT LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD SIZE ALLOW SIZE ALLOW LSW 1 16.00 16.00 16.00 1.1 2.4 2.7 0.4 0.8 2.8 1/2 6.9J9.82' RSW 1 40 16.00 16.00 16.00 2.4 3.7 4.2 0.7 1.1 3.8 1/2 6.9J9.82' t 20 1 1.5 0.5 1/2 6.9 20 17.67 17.67 17.67 2.5 2.5 0.8 0.8 20 1 1.5 0.5 1/2 6.9 4- %0,4T L o4D From WA IS 1t�Cl_I.�DE De �Lt .S1AC� 1997BRACEI existl .xls L Paean 2 d Shadowall"'m Wall System - Panel PANEL DESIGN DATA Calculated section properties for ShadowallTM wall panel materials use the 1996 edition of AISI design manual. It is important to note that the design data reflects the allowable values of the panel alone. Outside Face I i 1-7/16' 12. 12- 12* I 36' Section Through Panel Section Properties for One Foot of Width Panel thickness(in] Design E Fy Weight l(ksi)l(#/Sq.fL Compression -Outside CZression-inside Material 1 (ksi) 38 Sx (in.3) I (in.4) in.3) I (in.4) ii Ga. Steel 0.0170 29500 50 1.14 0.07810 0.43970 0.03400 0.03469 4 Ga. Steel 0.0225 29500 50 1.42 0.11372 0.061 D6 0.05100 10.05081 S = Suction on Outside face; Values shown have been increased 1.33 as allowed by section A5.1.3 of the 1996 AISI Specification. Allowable uniform load values are tested in accordance with Se.;tion F of the 1996 sdition of the AISI design manual. Refer to the technical screening information for additional details. Allowable Uniform Load (psf) Panel Material No. ofSpan = 5.0' Spans P S Span = 7.0' I P S Span = 7.5' 1, P S I26 Ga. Steel 1 69 38 35 19 30 16 2 42 58 22 30 18 26 3 53 57 27 30 23 25 24 Ga. Steel i 93 52 47 27 41 23 2 59 80 30 41 26 35 3 75 82 38 43 33 36 Leoend P = Pressure nn niitsiric farc- S = Suction on Outside face; Values shown have been increased 1.33 as allowed by section A5.1.3 of the 1996 AISI Specification. Allowable uniform load values are tested in accordance with Se.;tion F of the 1996 sdition of the AISI design manual. Refer to the technical screening information for additional details. Butlerib© II Roof System - Panels PANEL DESIGN DATA - Calulated sectional properties for Butlerib©II roof system panel materials using 1986 edition of AISI design manual with 1989 Addendum and representative center section. 36" 12" 12" 1 12" 4 112" 3" i 4 112" 4 1/2" 1 3" 1 4 1/2" 4 112" 3" 1 4 1/2" 1 1/S 2" 1 A I /+\ I Outside Face m Section Throuah Panel Section PraDertieS for One Foot of Width Panel Design I Fy Material IThick (in) (ksi) I E (ksi) Weight I (#/FL) I ompression on Outside Sx (in3) I I (in4) I ompression on Inside Sx (in3) I (in4) 28 Ga. Steel 0.0140 1 80 1295001 0.86 1 0.03288 1 .0.04070 1 0.02710 10.02270 26 Ga. Steel 0.0170 1 80 129500 1.14 1 0.04190 1 0.05153 1 0.03501 0.02870 24 Ga. Steel 0.0225 180-129500 36 1 1.45 0.05981 0.07267 0.05135 0.04060 24 Ga. Steell 0.0225 50" 129500 1.45 0.06415 0.07716 0.05686 0.04340- 22 Ga. Steel 0.0285 1 50 129500 1.40 1 0.09770 0.11370 0.07400 0.06170 0.032 Aum.1 0.0320 121.51100001 81 0.55 1 0.09710 1 0.11530 1 0.08740 0.06630 Note: Leoend -P = Pressure on Outside face; ` Painted Finish Only -S = Suction on Outside face; " AZN Finish Only The above values are computed for the panel only in accordance with 1986 AISI. Suction.value!z shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. All values shove^ are for continuous conditions of spans greater than 2. Weioht of panel has been deducted from "P" values and added to "S" values. Pressure values must be limited to 150 pst as this can exceed normal system capacity. 1 he suction vaiues shown in the above allowable load table do not take into account panel deformation and fastener puliout. Allowable Uniform Load (psf) Panel Material FY Span= 2.5' 1 Span= 3.0' Span = 4.0' Span = 5.0' Span = 5.27' (ksi) P S P S P S P S P TS 28 Ga. Steel 80 104 116 77 87 67 53 42 36 1 38 32 26 Ga. Steel 80 185 12851 135 12101 86 140 55 90 49 81 24 Ga. Steel 1 80' 1 306 13591 218 12591 127 200 81 11281 72 116 24 Ga. Steel 150- 1 220 12781 155 11991 87 1134 55 1 86 1 50 78 122 Ga. Steel 50 1 319 13901 313 12801 123 11541 118 1 101 73 ( 90 0.032 Alum. 21.5 1 148 179 1 104 11321 45 1 72 1 32 1 52 1 28 1 47 Note: Leoend -P = Pressure on Outside face; ` Painted Finish Only -S = Suction on Outside face; " AZN Finish Only The above values are computed for the panel only in accordance with 1986 AISI. Suction.value!z shown have been increased 1.33 as allowed by section A4.4 of the 1986 AISI Specification with 1989 Addendum. All values shove^ are for continuous conditions of spans greater than 2. Weioht of panel has been deducted from "P" values and added to "S" values. Pressure values must be limited to 150 pst as this can exceed normal system capacity. 1 he suction vaiues shown in the above allowable load table do not take into account panel deformation and fastener puliout. k FINAL FRAME DESIGN - CONTENTS DATE:'03/03/03 CADDS TIME: -06_ 58 PM ------------------------------------------------------- ----------------------------------------------------- P4F-1 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT --------------- # 20-04-007-90 BLDR CONTACT ----------------------------------------------------------------------------------------------------------------------------------- - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) ------------ -------- (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO. DESIGN FRAME # 6 EXWX 25'-0" 14'-3" ------ 20 PSF ------ 80 MPH ----------- UBC 97 ------- 1.00 TO 12 ------ 1 ------------ 013 05- .... --r------ I --.- DESIGN FRAME # 7 WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.00 TO 12 1 02,03,61( .... F— 18 A k F R A M E D E S I G N - G E N E R A L I N F O R M A T I O N FT. 13.250 DATE: 03103/03 15.333 FT. 13.257 FT. 0.000 TIME: 06:58 PM 0.850 0.125 IN. 0.125 IN. CADDS FT. ------------------------------------------------------------------------------------------------------------ FT. 0.000 IN. 1.000 PAGE:F 2 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 8.000 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) JOINTS DESIGN SYSTEM FRAME -------------------- # 6 DESCRIPTION EXWX 25'-0" 14'-3" ------------------------------------------------- 20 PSF ------------- 80 MPH ------ UBC 97 -------------- 1.000 TO 12 --------------- ------ ------- - EAVE HEIGHT = FRAME HEIGHT = COL. CLEAR HT. _ SLOPE (P/12.) _ SW R -BEAM OFFSET = DIST. TO RIDGE _ COLUMN OFFSET = GIRT DEPTH = PURLIN DEPTH = LEFT SIDE RIGHT SIDE 16.002 FT. 13.919 FT. 15.333 FT. 13.250 FT. 15.333 FT. 13.257 FT. 0.000 1.000 0.850 0.125 IN. 0.125 IN. 0.000 FT. 25.000 FT. 0.000 IN. 1.000 IN. 0.000 IN. 9.500 IN. 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) --------------------- JOINT DATA --------------------- JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM NUMBER FT FT X Y MZ Z MX 1 Deleted 2 Deleted 3 0.500 15.292 1 0 0 1 0 4 0.500 0.000 1 1 0 1 5 Deleted 6 Deleted SPAN NO. WIDTH MISCELLANEOUS PROPERTIES 1 = 0.500 FT MODULUS OF ELASTICITY = 29000 KSI '2 = 24.500 FT CMX = 0.850 CMX(stepped column/no wind) = 0.950 CMY(pinned in minor axis) = 0.600 CMY(fixed in minor axis) = 0.400 ENDWALL FRAME OFFSET = 6.000 IN. POST OFFSET = 1.000 IN. ------------------------------- MEMBER DATA --------------------------_--- MEMBER MOM. RELEASE K VALUES NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 Deleted 2 Deleted 3 4- 3 Rotated 0 0 1.00 1.00 4 Deleted 5 Deleted ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) 4 F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:F 3 ------------------------------------------------------------------------------------------------=---------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------------------------------------------------------------------------------------------------ DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. No support ID - 'Blase, 'W' SW&EW Girt both directions, 'U' SW Girt Only, O-IF Outside and Inside flange braced 'V' EW Girt Only, 'O'ther, 'E'ave str, 'Furl, 'L'mk TPurl MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required flange support force (kips) perpendicular to the flange COLUMN 4- 3 BRACE DIST ID BRACE MAJOR FORCE 0.00 B O -IF YES 7.50 W O -IF NO 15.29 O O -IF YES 15.96 E NO A GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is, normal to the X and Y axis, and is positive out, of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing 'concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). DATE: 03/03/03 CADDS TIME: 06:58 PM --------------------------------------------------=----------------------------------------------------- PAGE:F 4 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 --------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530=345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 ' GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is, normal to the X and Y axis, and is positive out, of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing 'concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL ENDWALL 0.000 FT. 51.000 FT. TYPE DESCRIPTION OPEN BRII 28STL SHWAL 26STL SHWAL 26STL WEIGHT 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 1.12 PSF 1.12 PSF BUILDING USE AND LOCATION t F R A M E- D E S I G N - L O A D S U M M A R Y = 4 (GENERAL USE) TERRAIN CAT/WIND EXP DATE: 03/03/03 BUILDING CODE. = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) CADDS TIME: -------- 06:58 PM ------------ -------------------------------- = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS PAGE:F 5 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING ----------------- S -------------- BLDR ORDER ----- # 03-37 -------------- --------------- BLDR ACCOUNT # -------------- 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL ENDWALL 0.000 FT. 51.000 FT. TYPE DESCRIPTION OPEN BRII 28STL SHWAL 26STL SHWAL 26STL WEIGHT 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 1.12 PSF 1.12 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE. = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF Roof Exposure = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) RIGHT ROOF 100.00% 1.25 25.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF k F R A M E D E S I G N - L 0 A D S U M M A R Y 9.953 PSF) DATE: 03/03/03 = 80.000 MPH ( 9.953 PSF) WIND UPLIFT = 80.000 MPH ( 9.953 CADDS TIME: 06:58 PM =----------------- WIND ENCLOSURE = ENCLOSED PAGE:F 6 -------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING 7-------------------------------------------------------------------------- S BLDR ORDER # 03-37 WIND FROM BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia RIGHT ROOF (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD FACTOR COEFF RIGHT ROOF 100.00% 1.25 WIND LOADS WIND LOAD LEFT = 80.000 MPH ( 9.953 PSF) WIND LOAD RIGHT = 80.000 MPH ( 9.953 PSF) WIND UPLIFT = 80.000 MPH ( 9.953 PSF) WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT (WLL) LEFT SIDEWALL 0.000 RIGHT ROOF 0.000 RIGHT SIDEWALL 0.000 ENDWALL SEISMIC LOADS (EQ ENDWALL WIND PRESURE (EWP) 0.900(PRESSURE) PERCENT SNOW LOAD = 0.000% SEISMIC ZONE MIN CTY SEISMIC ZONE STORY DRIFT LIMIT OMEGAO DEFLECT AMPLIF FACTOR s NET ROOF LOAD (PSF) 25.00 MIN COUNTY WIND SPEED WIND FROM RIGHT (WLR) 0.000 0.000 0.000 ENDWALL WIND SUCTION (EWS) -0.90O(SUCTION ) 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR INTERNAL PRESSURE (IP ) 0.000 0.000 0.000 Seismic W - RIGHT ROOF = 3 R FACTOR = 3 I FACTOR Na LATERAL FACTOR 0.025 SOIL PROFILE 2.800 Nv FACTOR Ct FACTOR T FACTOR Ca FACTOR Cv FACTOR p FACTOR NET SEISMIC FACTOR = 4.220 PSF INTERNAL SUCTION (IS ) 0.000 0.000 0.000 4.500 1.000 1.000 D 1.000 0.035 0.271. 0.360 0.540 1.446 0.288 k F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE: 03/03/03 TIME: 06:58 PM CADDS ------------------------------------------------------------------------------------------------------------- PAGE:F 7 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD. BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 ----------------------------------------------------------------------------------------------------'--------------------------- DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 2 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS O A D S DATE: 03%03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58•PM PAGE:F 8 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER 4.03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION EWP 1 Not Selected UNIF 0.00 16.00 0.000 K/FT 0.000 K/FT -0.002 K/FT EWP 3 4 - 3 UNIF 0.00 15.96 0.000 K/FT 0.000 K/FT -0.112 K/FT EWP 5 Not Selected UNIF 0.00 13.92 0.000 K/FT 0.000 K/FT -0.110 K/FT LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION EWS 1 Not Selected UNIF 0.00 16.00 0.000 K/FT 0.000 K/FT 0.002 K/FT EWS. 3 4 - 3 UNIF 0.00 15.96 0.000 K/FT 0.000 K/FT 0.112 K/FT EWS 5 Not Selected UNIF 0.00 13.92 0.000 K/FT 0.000 K/FT 0.110 K/FT k F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 03/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGE:F 9 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 3 JOINTS 4 - 3 / SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 2 3.75 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 3 7.50 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.79 7.79 4 11.39 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.79 7.79 5 15.29 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.79 7.79 I N G S T R E S S DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 10 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN 4 - 3 Rotated 90 degrees AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 0.18 0.00 43.99 43.99 43.99 0.86. 23.07 1.00 0.88 1.75 0.00 0.00 0.00 0.00 1 1 2 8.00 3.40' 10.44 10.44 0.13 19.64 43.99 43.99 43.99 0.44 23.07 1.00 1.00 1.75 0.00 0.04 0.04 0.04 1 1 3 8.00 3.40 10.44 10.44 0.09 39.27 43.99 43.99 43.99 -0.42 23.07 1.00 1.00 1.75 0.00 0.09 0.09 0.09 1 1 4 8.00 3.40 10.44 10.44 0.05 19.65 43.99 43.99 43.99 -0.42 23.07 1.00 1.00 1.75 0.00 0.04 0.04 0.04 1 1 5* 8.00 3.40 10.44 10.44 0.00 0.00 43.99 43.99 43.99 -0.93 23.07 1.00 1.00 1.75 0.00 0.00 0.00 0.00 1 1 F R A M E D E S I G N - W E L D S U M M A R Y DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:F 11 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------=------------------------------------------------------------------- # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT GOND OV64876 1 0.120 0.081 1/8 2.620 3 5 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:F 12 ----------------------------------------------------------------------------------------------------------------------------------- ORDER If 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE If 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME If 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS O1 COLUMN O1 1 3 1 NO NET TENSION 0.00 0.00 0.00 NO NET TENSION 0.00 0.00 0.00 02 2 5 DL + EWS -0.93 0.00 0.00 DL + EWS -0.93 0.00 0.00 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS i k F R A M E D E S I G N - R E A C T I O N S DATE: 03'/03/03 TIME: 06:58 PM CADDS -------------------------------------------------------------------------------------------------------------- PAGE:F 13 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 ------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION HE- V- KIPS Vertical Force Up V 2 3 5 Z KIPS Horizontal Out of Plane +---H / 4 Z A546 No. Loading Combination 3Z 4V 4Z Sum V Sum Z 1'DL + EWP 0.93 0.18 0.86 0.18 1.79 2 DL + EWS -0.93 0.18 -0.86 0.18 -1.79 F R A M E D E S I G N - R E A C T I O N S DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 14 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04=007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION HE- V KIPS Vertical Force Up V 2 3 5 Z KIPS Horizontal Out of Plane +---H / 4 Z A546 ID Load Case 3Z 4V 4Z Sum V Sum Z DL DEAD LOAD 0.00 0.18 0.00 0.18 0.00 EWP EW WIND PRESSURE 0.93 0.00 0.86 0.00 1.79 EWS EW WIND SUCTION -0.93 0.00 -0.86 0.00 -1.79 F I N A L FRAME DES IGN - STRES S SUMMARY DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 15 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 3 ---------------------------------- JOINT 4 - 3 Rotated 90 degrees SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 15.29 55. 4 3.89 FT 8.00 IN 8.00 IN 5.000 X .250 .120 5.000 X .250 0.086 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES- -------------- SHEAR '-------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.09 39.27 0.03 3.76 3.76 43.99 43.99 43.99 -0.93 23.07 0.040 1 FRAME DES IGN - J O I N T D E F L E C T I O N S' DATE: 03/03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 16 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) - DESIGN SYSTEM FRAME # 6 DESCRIPTION ----------------------------------------------------------------------------------------------------------------------------------- EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION HE - H INCHES Horiz. Deflection to Right V 2 3 5 V INCHES Vertical Deflection Up +---H / 4 z A546 No. Loading Combination Cd 3V 1 DL + EWP N 0.000 2 DL + EWS N 0.000 r. k FRAME DES IGN - M E M B E R D E F L E C T I O N S DATE: 03'/03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 1.7 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR). (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION ----------------------------------------------------------------------------------------------=------------------------------------ EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION HE- / H INCHES Horizontal to the Right V + + + V INCHES Vertical Up I^ ^ +---H 3 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 3H No. Loading Combination PT DEFL 1 DL + EWP 3 -0.091 2 DL + EWS 3 0.091 k FINAL FRAME DESIGN - F R A M E L A Y O U T DATE: 03%03/03 CADDS TIME: 06:58 PM -------------------------------------------------------------=------------------------------------------------------�`-------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE- RIGHT SIDE SLOPE (P/12.) 0.000 SLOPE (P/12.) = 1.000 DIST. TO RIDGE = 0.000 FT. DIST. TO RIDGE = 25.000 FT. COLUMN OFFSET = 0.000 IN. COLUMN OFFSET = 1.000 IN. GIRT DEPTH = 0.000 IN. GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 0.500 FT. SPAN 2 = 24.500 FT. HE - 0 V 6 4 8 7 + 6 + 1 2 FINAL FRAME D.E S I G N DATE: 03/03/03 TIME: 06:58 PM CADDSPAGE:F ---------------------------------------------------------------------------------------------------------------- 18 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------------------------------------------------------------------------------------------- # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 F R A M E D E S I G N - G E N E R A L I N F O R M A T I O N DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:F 19 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # ----------------------------------------------------------------------------------------------------------------------------------- 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 16.002 FT. 13.919 FT. 1 = 25.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 15.333 FT. 13.250 FT. COL. CLEAR HT. = 14.330 FT. 12.309 FT. CMX = 0.850 SLOPE (P/12.) = 0.000 1.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = -0.125 IN. 0.125 IN. CMY(pinned in minor axis) = 0.600 DIST. TO RIDGE = 0.000 FT. 25.000 FT. CMY(fixed in minor axis) = 0.400 COLUMN OFFSET = 0.000 IN. 1.000 IN. GIRT DEPTH = 0.000 IN. 9.500 IN. PURLIN DEPTH = 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) ## P Delta Analysis ## --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 Deleted 1 Deleted 2 0.000 14.832 1 1 0 1 0 2 3- 2 0 0' 1.00 1.00 3 24.583 12.783 0 0 0 1 0 3 4- 3 0 1 1.00 1.00 4 24.583 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) 1. F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:.F 20 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF • 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. 0 FL Outside flange only braced ID - 'Blase, 'W' SW&EW Girt both directions, 'U' SW Girt Only, O -IF Outside and Inside flange braced 'V' EW Girt Only, 'O'ther, 'E'ave str, 'Furl, 'L'mk TPurl O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required flange support force (kips) perpendicular to the flange COLUMN 4- 3 BRACE ROOFBEAM 3- 2 BRACE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 0.00 E 0 FL 7.50 W O -IF NO 3.98 3.98 P O -SF 12.31 0 O -IF YES 8.98 8.98 P O FL 13.92 E O -IF NO 13.98 13.98 P O -SF 18.98 18.98 P O -SF 23.98 23.98 P O -SF 25.00 25.00 E 0 FL FRAME CONSTRAINTS - SPLICE LOCATION RESTRICTIONS LOCATION - Distance is referenced from previous location #. WIDTH/HEIGHT - Clear opening size, used to locate posts and perform the frame profile interference check. UNIT #1 - FEW - LOCATIONS FROM LEFT TO RIGHT (Normal) LOC RESTR. FLOOR LINE # TYPE LOCATION WIDTH/HEIGHT OFFSET DESCR. 1 Post 0.50 0.00 x 0.00 0.00 EW Post FLOOR LINE OFFSET. - Distance from bottom of restriction to baseline reference of frame GENERAL In general, forces and coordinates follow the right hand rule. The•X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly F R A M E D E S I G N - C O N V E N T I O N S ( vertical ), or DATE: 03/03/03 direction. The magnitude of the load is kips/foot. The TIME: 06:58 PM the start and the end of the load, along the axis of the member. CADDS ------------------------------------------ ----------------------------------------------------------------------------------------- PAGE:F. 21 ORDER # 021372 - BUILDER NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------- # 7 DESCRIPTION WX------25'_0"-----14'_3"-----20 PSF ------------ 80 MPH -----UBC 97 -------- ----1_000-TO-12-------------- GENERAL In general, forces and coordinates follow the right hand rule. The•X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAM - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis (.near side rotating down ). GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL 30.000 FT. 51.000 FT. TYPE DESCRIPTION OPEN BRII 28STL SHWAL 26STL WEIGHT 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 1.12 PSF BUILDING USE AND LOCATION STATE O A D S U M M A R Y � USE CATEGORY DATE: 03%03/03 TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE TIME: 06:58 PM DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF CADDS ---------------------------------------------------------------------------------------------------------------=------------------- = 20.000 PSF PAGE:F 22 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------- SYSTEM FRAME # 7 DESCRIPTION WX ------------------------------------------------------------------------------------------------ 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 GENERAL BUILDING INFORMATION DESIGN BAY = TOTAL BUILDING LENGTH = PANELS LEFT SIDEWALL ROOF RIGHT SIDEWALL 30.000 FT. 51.000 FT. TYPE DESCRIPTION OPEN BRII 28STL SHWAL 26STL WEIGHT 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 1.12 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA 'COUNTY = BUTTE (INLAND) USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF Roof Exposure Thermal Condition COEFFICIENTS = Partially Exposed Roof = Normal MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) RIGHT ROOF 60.00% 1.25 15.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR = 0.0 PSF COEFFICIENTS RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS LEFT SIDEWALL RIGHT ROOF RIGHT SIDEWALL TRIBUTARY LOAD FACTOR 60.00% = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 1 = ENCLOSED WIND FROM LEFT (WLL) 0.800(PRESSURE) -0.875(SUCTION ) -0.500(SUCTION ) LOAD NET ROOF LOAD COEFF (PSF) 1.25 15.00 MIN COUNTY WIND SPEED = 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR WIND FROM RIGHT INTERNAL PRESSURE- INTERNAL SUCTION (WLR) (IP.) (IS ) -0.500(SUCTION ) 0.000 0.000 -0.875(SUCTION ) 0.000 0.000 0.800(PRESSURE) 0.000 0.0.00 ENDWALL WIND PRESURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS-0.700(SUCTION )-0.700(SUCTION ) ROOF-0.875(SUCTION )-0.875(SUCTION ) SIDEWALL CANOPY/OVERHANG-1.500(SUCTION )-1.500(SUCTION ) F R A M E D E S I G N - L O A D S U M M A R Y DATE: 03'/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGE:F 23 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-31 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS LEFT SIDEWALL RIGHT ROOF RIGHT SIDEWALL TRIBUTARY LOAD FACTOR 60.00% = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 1 = ENCLOSED WIND FROM LEFT (WLL) 0.800(PRESSURE) -0.875(SUCTION ) -0.500(SUCTION ) LOAD NET ROOF LOAD COEFF (PSF) 1.25 15.00 MIN COUNTY WIND SPEED = 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR WIND FROM RIGHT INTERNAL PRESSURE- INTERNAL SUCTION (WLR) (IP.) (IS ) -0.500(SUCTION ) 0.000 0.000 -0.875(SUCTION ) 0.000 0.000 0.800(PRESSURE) 0.000 0.0.00 ENDWALL WIND PRESURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS-0.700(SUCTION )-0.700(SUCTION ) ROOF-0.875(SUCTION )-0.875(SUCTION ) SIDEWALL CANOPY/OVERHANG-1.500(SUCTION )-1.500(SUCTION ) L O A D S U M M A R Y DATE: 03%03/03 TIME: 06:58 PM CADDS . ----------------------------------------------------------------------------------------------------------- i PAGE:F 24 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY - ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME It 7 DESCRIPTION WX ----------------------------------------------------------------------------------------------------------------------------------- 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000% Seismic W - RIGHT ROOF = 4.220 PSF SEISMIC ZONE = 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.000 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D P DELTA LIMIT = 0.100 Nv FACTOR = 1.000 OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Ct FACTOR = 0.035 T FACTOR = 0.271 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 Maximum P Delta Stability Coefficient = 0.00, Associated Load Combination 04 r F RAM E D E S I G N - L O A D C O M B I N A T I O N S DATE: 03/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGE:F 25 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 -------------------------------------------------------------------------------------I--------------------------------------------- DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N NN Std Des 100.00 DL 100.00 LL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N Y N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N Y N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL 70.00 LL 280.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00 DL 70.00 LL -280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -280.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP F R A M E D E S I G N - A P P L I E D L 0 D S DATE: 03/03/03 CADDS TIME: ------------ 06:58 PM ------- ------------- ------------------------------------------------------------------------------ PAGE:F 26 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 --------------------- BLDR ACCOUNT # 20-04-007-90- BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ------------------------------------ SYSTEM FRAME # 7 DESCRIPTION WX ----------------------------------------------------------------------------------------------- 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y. Z LOCATION DL 2 3 - 2 UNIF 0.00 25.00 0.000 K/FT -0.083 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 3.- 2 UNIF 0.00 25.00 0.000 K/FT -0.450 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES r LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 2 3 - 2 UNIF 0.00 25.00 0.261 K/FT 0.261 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 0.00 13.92 0.149 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 2 3 - 2 UNIF 0.00 25.00 0.261 K/FT 0.261 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 0.00 13.92 -0.239 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 2 3 - 2 CONC 25.00 0.633 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 3 4 - 3 UNIF 0.00 13.92 0.007 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 2 3 - 2 UNIF 0.00 25.00 0.261 K/FT 0.261 K/FT 0.000 K/FT ' EWP 3 4 - 3 UNIF 0.00 13.92 0.209 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L O A D S DATE: 03`/03/03 TIME: 06:58 PM CADDS ----------------------------------------------------------------------------------------------------- 27 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 _----PAGE:F BLDR ACCOUNT # --------- 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX ----------------------------------------------------------------------------------------------------- 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT. X Y Z LOCATION EWS 2 3 - 2 UNIF 0.00 25.00 0.261 K/FT 0.261 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 0.00 13.92 0.209 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (PDE) P Delta Unit Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 3 3 4 - 3 CONC 0.00 -1.000 KIP 0.000 KIP 0.000 IN -K Neutral axis C 3 3 4 - 3 CONC 12.78 1.000 KIP 0.000 KIP 0.000 IN -K Neutral axis C T I O N P R O P E R T I E S DATE: 03%03/03 - TIME: 06:58 PM CADDS ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 28 ORDER #. 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE'# 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 2 JOINTS 3 - 2 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.140 INNER FLANGE = 5.000 X 0.250 SECTION NO. 2 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN)' (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.67 12.00. 4.11 104.05 5.21 1.31 1.31 5.07 1.13 1.31 1.31 9.60 9.60 82.14 4.00 3.33 2 3.98 12.00 4.11 104.05 5.21 1.31 1.31 5.07 1.13 1.31 1.31 9.60 9.60 82.14 5.02 10.03 3 8.98 12.00 4.11 104.05 5.21 1.31 1.31 5.07 1.13 1.31 1.31 9.60 9.60 82.14 5.02 10.03 4 13.98 12.00 4.11 104.05 5.21 1.31 1.31 5.07 1.13 1.31 1.31 9.60 9.60 82.14 5.02 10.03 5 14.91 12.00 4.11 104.05 5.21 1.31 1.31 5.07 1.15 1.32 1.32 9.60 9.60 82.14 5.02 5.02 6 2 14.92 12.00 3.88 101.51 5.21 1.33 1.33 5.07 1.15 1.32 1.32 9.60 9.60 95.83 5.02 5.02 7 18.98 12.00 3.88 101.51 5.21 1.33 1.33 5.07 1.15 1.32 1.32 9.60 9.60 95.83 5.02 5.02 8 23.98 12.00 3.88 101.51 5.21 1.33 1.33 5.07 1.16 1.33 1.33 9.60 9.60 95.83 5.02 5.02 9 24.96 12.00 3.88 101.51 5.21 1.33 1.33 5.07 1.16 1.33 1.33 9.60 9.60 95.83 1.02 1.02 10 25.00 12.00 3.88 101.51 5.21 1.33 1.33 5.07 1.16 1.33 1.33 9.60 9.60 95.83 1.02 1.02 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 2 3.75 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 3 7.50 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 7.50 7.50 4 12.30 8.00 3.40 41.77 5.21 1.36 1.36 3.51 1.24 1.36 1.36 6.40 6.40 62.50 4.81 4.81 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 03103/03 TIME: 06:58 PM CADDS --------------------------------=------------------------------------------------------------------------------- PAGE:F 29 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN --------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 ROOF-BEAM 3 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO • FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 4.11 17.34 17.34 0.49 15.20 33.00 32.31 33.00 5.83 20.70 0.98 1.00 1.69 0.00 0.03 0.03 0.03 1 1 2 12.00 4.11 16.87 16.87 0.49 247.99 33.00 32.31 33.00 5.83 20.70 0.98 1.00 1.26 0.00 0'.45 0.51 0.50 1 1 3' 12.00 4.11 17.34 16.87 0.28 451.50 33.00 32.31 33.00 3.40 20.70 0.98 1.00 1.26 0.00 0.81 0.79 0.81 1 1 4 12.00 4.11 16.87 16.87 -0.17 490.76 33.00 32.31 33.00 -2.05 20.70 0.98 1.00 1.04 0.00 0.90 1.00 1.01 1 1 5* 12.00 4.11 17.34 17.34 -0.17 466.55 33.00 32.31 33.00 -2.06 20.70 0.98 1.00 1.13 0.00 0.83 0.82 0.83 1 1 6* 12.00 3.88 16.92 16.92 -0.17 466.30 33.00 31.94 33.00 -2.06 13.04 0.97 1.00 1.13 0.00 0.86 0.84 0.86 1 1 7 12.00 3.88 16.48 16.48 -0.40 365.28 33.00 31.94 33.00 -4.77 13.04 0.97 1.00 1.13 0.00 0.69 0.77 0.77 1 1 8 12.00 3.88 16.48 16.48 -0.54 76.55 33.00 31.94 33.00 -6.44 13.04 0.97 1.00 1.54 0.00 0.15 0.16 0.17 1 1 9 12.00 3.88 16.92 16.92 -2.33 0.00 47.69 48.86 50.49 -6.45 13.04 0.97 1.00 1.75 0.01 0.00 0.00. 0.01 6 1 10* 12.00 3.88 16.92 16.92 -1.97 1..03 43.99 42.57 43.99 -6.72 13.04 0.97 1.00 1.80 0.01 0.00 0.00 0.01 12 1 COLUMN 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 7.07 0.00 33.00 33.00 33.00 1.52 23.07 1.00 1.00 1.75.0.06 0.00 0.00 0.06 1 3 2 8.00 3.40 10.4.4 10.44 7.07 0.00 21.73 33.00 33.00 0.62 23.07 1.00 1.00 1.75 0.10 0.00 0.00 0.10 1. 3 3 8.00 3.40 10.44 10.44 -1.92 55.73 43.99 43.99 43.99 -1.04 23.07 1.00 1.00 1.75 0.01 0.12 0.12 0:13 3 3 4* 8.00 3.40 10.44 10.44 6.98 0.00 26.97 33.00 33.00 -1.04 23.07 1.00 1.00 1.75 0.08 0.00. 0.00 0.08 1 3 S U M M A R Y DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:F 30 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV64880 1 0.120 0.132 1/8 2.620 3 1 3 OV64878 1 0.140 0.412 1/8 2.620 2 1 1 2 0.120 0.486 1/8 2.620 2 10 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS S P L I C E S U M M A R Y DATE: 03/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGE:F 31 ORDER # 021372 BUILDER -,.NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS O1 COLUMN O1 1 3 1 DL + EWP -2.12 -1.33 0.00 DL + EWP -2.12 -1.33 0.00 02 2 4 DL + EWP -2.26 0.91 0.00 DL + EWP -2.26 0.91 0.00 03 BEAM 00 1 2 11 DL + EWP -2.13 -1.85 0.00 DL + EWP -2.13 -1.85 0.00 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS ■ r. POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V KIPS Vertical Force Up ## P Delta Analysis Performed ## No. Loading Combination 2H 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP HE- V2-------3 ---H / 4 Z A212 2V 0.00 6.74 -1.67 -1.89 1.27 -2.13 -0.49 1.25 0.49 1.18 not applicable not applicable not applicable not applicable not applicable not applicable -2.13 -1.85 4H F R A M E D E S I G N - R E A C T I O N S 7.07 0.00 DATE: 03%03/03 -0.94 -2.08 -2.62 -3.97 1.52 CARDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- -3.97 -0.03 1.31 -0.53 2.56 PAGE:F 32 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V KIPS Vertical Force Up ## P Delta Analysis Performed ## No. Loading Combination 2H 1 DL + LL 2 DL + WLL 3 DL + WLR 4 DL + EQL/1.4 5 DL + EQR/1.4 6 PDL+0.70PL+2.80EQL 7 PDL+0.70PL+2.80EQR 8 0.85PDL + 2.80EQL 9 0.85PDL + 2.80EQR 10 DL +2.80EQL 11 DL +2.80EQR 12 DL + EWP HE- V2-------3 ---H / 4 Z A212 2V 0.00 6.74 -1.67 -1.89 1.27 -2.13 -0.49 1.25 0.49 1.18 not applicable not applicable not applicable not applicable not applicable not applicable -2.13 -1.85 4H 4V Sum H Sum V 0.00 7.07 0.00 13.81 -0.94 -2.08 -2.62 -3.97 1.52 -1.83 2.78 -3.97 -0.03 1.31 -0.53 2.56 0.03 1.38 0.53 2.56 -1.33 -2.12 -3.45 -3.97 F R A M E D E S I G N - R E A C T I O N S DATE: 03•/03/03 TIME: 06:58 PM CADDS PAGE ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 ------- ------ -F---33 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 ----------------------------------------------------------------------------------------------------------- DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION HE - H KIPS Horizontal Force to Right V 2-------3 V KIPS Vertical Force Up / 4 Z A212 ID Load Case 2H 2V 4H 4V Sum H Sum,v DL DEAD LOAD 0.00 1.21 0.00 1.34 0.00 2.56 LL LIVE LOAD 0.00 5.53 0.00 5.72 0.00 11.25 WLL WIND LOAD LEFT -1.67 -3.10 -0.94 -3.42 -2.62 -6.53 WLR WIND LOAD RIGHT 1.27 -3.35 1.52 -3.18 2.78 -6.53 EQ SEISMIC LOAD -0.69 0.05 -0.04 -0.05 -0.73 0.00 EWP EW WIND PRESSURE -2.13 -3.06 -1.33 -3.46 -3.45 -6.53 EWS EW WIND SUCTION -2.13 -3.06 -1.33 -3.46 -3.45 -6.53 PDE P Delta Unit Story S -1.00 0.08 1.00 -0.08 0.00 0.00 FINAL F RAM E DESIGN - STRES S SUMMARY DATE: 03/03/03 CADDS TIME: 06:58 PM PAGE:F 34 -------------------------7-------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 ------------------------------------------------------------------------------------------------------ MEMBER NO. 2 JOINT 3 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 14.91 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .140 5.000 X .250 1.005 1 2 10.09 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.863 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 -0.17 490.76 -0.04 29.09 33.14 33.00 32.31 ' 33.00 5.83 20.70 0.282 1 2 -0.17 466.30 -0'.04 27.56 27.56 33.00 31.94 33.00 -6.72 13.04 0.515 1 MEMBER NO. 3 JOINT 4 - 3 --------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 12.31 55. 3 4.80 FT 8.00. IN 8.00 IN 5.000 X .250 .120 5.000 X .250 0.134 3 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- SECT. FORCE MOMENT AXIAL FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) 1 -1.92 55.73 -0.56 5.34 5.34 ---ALLOWABLE STRESSES --- FA FBO FBI (KSI) (KSI) (KSI) 43.99 43.99 43.99 --------------SHEAR"------------ FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 1.52 23.07 0.066 3 POSITIVE DEFLECTION DIRECTION HE - H INCHES Horiz. Deflection to Right V 2-------3 V INCHES Vertical Deflection Up +---H / 4 Z A212 ## P Delta Analysis Performed ## No. FRAME D E S I GN - J O I N T D E F L E C T'I O N S DL + LL DATE: 03/03/03 -0.001 -0.011 2 DL + WLL N 0.004 TIME: 06:58 PM 3 DL + WLR N -0.004 0.003 CADDS ---------------------------------------------------------------------------------------------------------------------- + EQL/1.4 N 0.001 -0.002 5 DL PAGE:F 35 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 + EWP BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia, (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX ----------------------------.----------------------------------------------------------------------- 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000'TO 12 POSITIVE DEFLECTION DIRECTION HE - H INCHES Horiz. Deflection to Right V 2-------3 V INCHES Vertical Deflection Up +---H / 4 Z A212 ## P Delta Analysis Performed ## No. Loading Combination Cd iii 3V 1 DL + LL N -0.001 -0.011 2 DL + WLL N 0.004 0.003 3 DL + WLR N -0.004 0.003 4 DL + EQL/1.4 N 0.001 -0.002 5 DL + EQR/1.4 N -0.001 -0.002 12 DL + EWP N 0.005 0.003 FRAME DES IGN - M E M B E R D E F L E C T I O N S DATE: 03%03/03 CADDS TIME: 06:58 PM ------=---------------------------------------------------------------------------------------------------------------------------- PAGE:F 36 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX ----------------------------------------------------------------------------------------------------------------------------------- 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION HE - H INCHES Horizontal to the Right V +---2---+ V INCHES Vertical Up +---H 3 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 2V MEMBER 3H No. Loading Combination PT DEFL PT DEFL 1 DL + LL- 4 -1.409 5 -0.001 2 DL + WLL 4 0.427 3 0.048 3 DL + WLR 4 0.427 3 -0.075 4 DL + EQL/1.4 4 -0.245 3 0:002 5 DL + EQR/1.4 4 -0.254 3 -0.002 12 DL + EWP 4 0.427 3 0.067 HE- OV64878 0 V 6 4 8 8 0 1 l F I N A L FRAME D E S I G N - F R A M E L A Y O U T DATE: 03103/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM _PA E F -3l. A ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 0.000 SLOPE (P/12.) = 1.000 DIST. TO RIDGE = 0.000 FT. DIST. TO RIDGE = 25.000 FT. COLUMN OFFSET = 0.000 IN. COLUMN OFFSET = 1.000 IN. GIRT DEPTH = 0.000 IN. GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 25.000 FT. HE- OV64878 0 V 6 4 8 8 0 1 l i % S P L I C E D E S I G N - C O N T E N T S DATE: 03/03/03 CADDS TIME: 06:58 PM_ ------------------------------------------------------------------------------------------------------------------------I----- - -`- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------------------------------------------------------------------------------------------------------- ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) ------------ (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO. DESIGN FRAME # -------- 6 EXWX 25'-0" 14'-3" ------ 20 PSF ------ 80 MPH ------------------ UBC 97 1.00 TO 12 ------ 1 ------------ 01 05- .... --(------ J— -- DESIGN FRAME # 7 WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.00 TO 12. 1 .02,03/0y .... 13 --------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS'. LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE -INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description I NUM Connection Plate Opt I NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------------- +------- ------------------- ------------------------ 1 03 1 Pinned Base Plate 32 Analysis Only OV64876 01 Full Optimization Design w/ Combined Welds 2 03 2 Int. Col. to Roof Bm 33 Optimization w/ Std Plates OV64876 02 Full Optimization Design w/ Combined Welds K S P L I C E D E S I G N - C O V E R S H E E T DATE: 03/03/03 CADDS TIME: 06:58 PM -------------------_------------ -------------------------.--------------------------------------------------------------------------- PAGES 2 ORDER If 021372 BUILDER - NORTH VALLEY BUILDING S . BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-311. 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS'. LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE -INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description I NUM Connection Plate Opt I NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------------- +------- ------------------- ------------------------ 1 03 1 Pinned Base Plate 32 Analysis Only OV64876 01 Full Optimization Design w/ Combined Welds 2 03 2 Int. Col. to Roof Bm 33 Optimization w/ Std Plates OV64876 02 Full Optimization Design w/ Combined Welds K Dimensions at Connection Flg. to Flg. Dimension Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) Column 8.000" 1.000" 151- 3.500" 8.000" 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 03/03/03 CADDS TIME: 06:58 PM ------------------------------------------------------------------------------------------=---------------------------------------- PAGES 3 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME It 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 --------------------------- TYPE : ---------------------------------------------------------------------------------------- Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts ---------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ------------------------ CATEGORY -------- (kips) (kips) -------------- (kips) FACTOR STRENGTH ------- ------ -------- 1 DL + EWP Std Des 0.18 0.86 0.00 1.33 N 2 DL + EWS Std Des 0.18 -0.86 0.00 1.33 N P A R T D I M E N S I O N S Dimensions at Connection Flg. to Flg. Dimension Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) Column 8.000" 1.000" 151- 3.500" 8.000" 0.000 k S P L I C E D E S I G N - B 0 L T S / S P L I C E P L A T E DATE: 03'/03/03 CADDS TIME: 06:58 PM PAGES 4. ------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) .(SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts -------------------------------------------------------------------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING GOND. CONTROLLING LOCATION S P L I C E P L A T E STANDARD 0042856 NORMAL 8.000" 8.500" 0.500" 55.00 KSI 0.000" 0.002 1 Cat. 2 Compression . B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 105.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.003 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.901 KSI CONCRETE STRESS RATIO 0.002 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 03%03/03 CADDS TIME: 06:58 PM ------PAGES----5 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT #--20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts --------------------------------------------------------------------------------------------- B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE NO OUTER 1 OUTER 2 'OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 ------------------------------ (Kips per Bolt) ------------------------------ 'COLUMN SIDE 1 Total Section is in Compression 2 Total Section is in Compression SHEAR fv Act. Fv All (Ksi) (Ksi) 0.869 13.329 0.869 13.329 TENSION ft Act. Ft All. (Ksi) (Ksi) 0.000 26.659 0.000 26.659 4 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 03/03/03 TIME: 06:58 PM CADDS 6 ORDER # 021372 BUILDER NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # ---PAGE_5 ---- 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME It 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE #-01 -- - -- - TYPE-_- Pinned Base Plate - -- -- -- --------------- SUBTYPE _--- --- -No Ext EWI ---------------------------------------- Pin - S Nuts SPLICE PLATE 0042856 8.000" X 8.500" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+-------- 3.000" 8.000" 5.500" COLUMN +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF --------------- ----------------------------- BOLTS: 0.750" DIA A307 NO WASHERS 1 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N W E L D I N F O R DATE: 03'/03/03 W E B P L A T E S TIME: 06:58 PM SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- CADDS PENETRATION --------- --------- ---------------------------------------- Near S. Far S. Near Side Far Side (k/in) PAGE:S 7 ------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37, -------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 --------------------------------------------------------------------=--------------------------------------------- 'TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts F L A N G E P L A T E S LOCATION DESCRIPTION PARI' NO. SIZE DIST FROM ----------- MAXIMUM STRESSES - TENSION - COMPRESSION ----------- CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- .(In.) (Ksi.) (Ksi) (Ksi) (Kai) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.000 0.00 43.99 0.05 65.98 0.001 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0.00 43.99 0.05 65.98 0.001 1 W E B. P L A T E S DESCRIPTION PART NO. SIZE --------- --- ------ -- SHEAR MAXIMUM STRESSES - TENSION - ------------------- COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) .(Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.86 29.33 0.00 43.99 0.05 65.98. 0.029 1 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------------WELD SIZE ------------------- -------- MAXIMUM STRESSES STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW --------- CSR LOAD Out Face In.Face Out Face In Face (k/in).(k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 1/81 0.00 2.47 0.000 1 1/8" 0.00 2.47 .0.000 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in)-(k/in) COND Main Web Web to Splice Plate 1/8" 0.10 2.47 0.042 1 P L I E D L O A D S S U M M A R Y DATE: 03'/03/03 CADDS TIME: 06:58 PM PAGES 8 ------------------------------------------------------------------------------------------------------------------ ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE : Interior Col to Roof Bm SUBTYPE : EX Post Top Clip ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR ADJ MOM ALLOW MOM STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) (in -k) FACTOR STRENGTH --------------------------------------- ---------------------- ------ -------- 1 DL + EWP 2 DL + EWS Std Des Std Des Dimensions at Connection Flg. to Flg. Dimension Part Slope Orientation Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) 0.93 0.93 -0.93 -0.93 P A R T Endwa11 Post 8.000" 0.00 344.61 1.33 N 0.00 344.61 1.33 N D I M E N S I O N S EW Post Top Clip 6.000" 1.000 TO 12 Right 5.000" 0.250" 5.000 0.250" 0'- 0.000" 8.000" 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:S 9 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME It 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE : EX Post Top Clip S P L I C E P L A T E PLATE TYPE FLANGE PLATE PLATE WIDTH 5.000" PLATE LENGTH 6.000" PLATE THICKNESS .0.250" PLATE YIELD STRESS 55.00 KSI PLATE .OFFSET 0.000" DESIGN STRESS RATIO 0.063 CONTROLLING GOND. 2 CONTROLLING LOCATION Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 3.000" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 0.000" INNER 1 2 0.000" P O S T T O P C L I P SHEAR FORCE IN BOLTS : 0.699 kips CONNECTION DETAIL NO.: E144 USE PART NO. 0543351 CAPACITY = 8.3 kips B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 ------------------------------ (Kips per Bolt) ------------------------------ COLUMN SIDE 1 Total Section is in Compression 2 0.232 0.232 SHEAR fv Act. Fv All. (Ksi) (Ksi) 0.758 27.992 0.758 27.992 TENSION ft Act. Ft All. (Ksi) (Ksi) 0.000 58.630 0.758 58.630 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 03%03/03 TIME: 06:58 PM CADDS ----------------------------------------------------------------------------------------------------------------- PAGE:S 10 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 --- -------- -- - -- TYPE-_ _Interior Col to --------------- Roof Bm ---- ---SUBTYPE _-- --- EXPostTop Clip ------------------------------------ B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 ------------------------------ (Kips per Bolt) ------------------------------ COLUMN SIDE 1 Total Section is in Compression 2 0.232 0.232 SHEAR fv Act. Fv All. (Ksi) (Ksi) 0.758 27.992 0.758 27.992 TENSION ft Act. Ft All. (Ksi) (Ksi) 0.000 58.630 0.758 58.630 L A Y O U T S K E T C H DATE: 03%03/03 CADDS TIME: 06:58 PM PAGE:S 11 ------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) .(WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE #-02 -- -- - TYPE :- -Interior Col to Roof Bm--- --- SUBTYPE-_ --- ---EX-Post Top Clip ------------------ ------------------------------- -- USE EXIST. FLG.: 5.000" X 0.250" -+---------+--- 1.500" 0 MAIN WEB 3.000" 0.120 1 1.500" 1 -+------------- COLUMN +- 3.000"-+ W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W o W o W W -------"v ------------- v ------ BOLTS: 0.625" DIA A325 NO WASHERS TOP CLIP DETAIL: E144 4 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 03''/03/03 TIME: 06:58 PM CADDS --------------------------------------------------------------------------------------------------------------- PAGE:S 12 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 6 DESCRIPTION EXWX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02- - -- --- TYPE_ -Interior Col to Roof Bm --- -- - - -------------------- SUBTYPE :-- --- --EX Post Top Clip ---------------------------------- W E B P L A T E S DESCRIPTION PART NO. SIZE --------- --- ------ -- SHEAR MAXIMUM STRESSES - TENSION - ------------------- COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- '(Ksi) (Ksi) .(Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 1.29 29.33 1.29 43.99 1.29 65.98 0.044 2 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ---- ---------=-WELD SIZE ------------------------- -------- MAXIMUM STRESSES ------- - LENGTH - ---- FILLET .--------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Inner Flange 1/8" 1/8" 0.16 0.16 6.42 0.034 2 k. S P L I C E D E S I G N DATE: 03%03/03 CADDS TIME: 06:58 PM ------------------------------------------------------------------------------------------=---------------------------------------- PAGES 13 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT S H E E T DATE: 03/03/03 CADDS TIME: 06:58 PM -----------------------------------------------------------------------------------------------------------=----------------------- 03 PAGES 14 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 BOLT LOADS / ALLOWABLES --------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 03 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description NUM Connection Plate Opt NUM Stiffener Opt Weld Opt --- --- ----------=------------ + ---- --------------------------- + ------- -- ----------------- ------------------------ 1 03 1 Pinned Base Plate 34 Analysis Only OV64880 01 Full Optimization Design w/ Combined Welds 2 03 2 Knee Splice 35 Optimization w/ Std Plates OV64880 02 Full Optimization Design w/ Combined Welds OV64878 01 Full Optimization Design w/ Combined Welds 3 02 1 WX side to Main Fr. 36 Analysis w/ Plate Thickness OV64878 07 Full Optimization Design w/ Combined Welds A Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 121- 3.708" Flg. to Flg. Dimension 8.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 03%03/03 CADDS TIME: ---------------- 06:58 PM ------------------------------------------------------------------------------------------------------------------ PAGES 15 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ------------------------------------------------------- # 01 TYPE : Pinned Base Plate --------------------------------------------------------------------------- SUBTYPE : No Ext SW Pin - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR'X SHEAR Y STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) (kips) -------------- FACTOR STRENGTH ------- -------- 1 DL + LL Std Des 7.07 0.00 0.00 1.00 N 2 DL + WLL Std Des -2.08 -0.94 0.00 1.33 N 3 DL + WLR Std Des -1.83 1.52 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.31 -0.03 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.38 0.03 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -2.12 -1.33 0.00 1.33 N P A R T D I M E N S I O N S Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 121- 3.708" Flg. to Flg. Dimension 8.000" Adj. P1. Angle (Degrees) 0.000 m. S P L I C E D E S I G N - B 0 L T S / S P L I C E P L A T E DATE: 03%03/03 CADDS TIME: 06:58 PM PAGES 16 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate • SUBTYPE : No Ext SW Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0036401 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH 9.000" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.500" DESIGN STRESS RATIO 0.158 CONTROLLING COND. 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 1.000" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD COND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.140 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.075 l S P L I C E D E S I G N - B O L T L 0 A D S / A L L 0 W A B L E S DATE: 03%03/03 TIME: 06:58 PM - CADDS ---------------------------------------------------------------------------------------------------- PAGE:S 17 ORDER # 021372 BUILDER NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # ------------- 20-04-007-90 BLDR CONTACT - ANDY WOOD, BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 --------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Kai) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 •0.519 0.519 0.300 13.329 0.661 26.659 3 0.458 0.458 0.482 13.329 0.583 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.529 0.529 0.421 13.329 0.674 26.659 n. S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 03/03/03 CADDS TIME: 06:58 PM PAGES 18 -------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts ------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0036401 9.000" X 9.000" X 0.500" 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 ----+-------- 2.500" 4.( 00" 8.-' -+ 2.500" INSIDE FLANGE 0.250 X 5.000-I_I ---------- COLUMN +- 4.000"-+ F--- ----------------------------- FFFFFFFFFFFFFFFFFFFFFFF W o W O W W W W W W W W W W W W W W W W 00" W W W W W W W W W W W W W W W W W W W 0 W 0 W -_---FFFFFFFFFFFFFFFFFFFFFFF--- BOLTS: 1.000" DIA A307 NO WASHERS S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 03/03/03 W E B P L A T E S ----------- - ------------- WELD SIZE CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far PAGE:S 19 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts F L A N G E P L A T E S ----------_ MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.)" (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange DESCRIPTION COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION 0.250 X 5.000 0.500 0.45 43.99 2.08 49.50 0.041 1 0.250 X 5.000 0.500 0.45 43.99 2.08 49.50 0.041 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW GOND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.120 1.68 29.33 1.09 43.99 2.08 49.50 0.057 3 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND 1/8" 0.11 3.71 0.031 2 Main Web Web to Splice Plate 1/8" 1/8" 0.11 0.'20 5.80 0.040 3 0.11 3.71 0.031 2 W E L D I N F O R M A T I O N W E B P L A T E S ----------- - ------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 1/8" 0.11 0.'20 5.80 0.040 3 t S P L I C E P P L I E D L O A D S S U M M A R Y DATE: 03/03/03 CADDS TIME: 06:58 PM PAGES 20 ------------------------------------------------------------ ----------------------------------------------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02- -- -- - TYPE : Ext Col - Roof Beam Knee- --- --SUBTYPE-_ -- --No Extens - Horiz w/EndF --------------------------- ---------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ------------------------------------------------------ ------ -------- 1 DL + LL Std lies 6.98 0.00 0.00 1.00 N 2 DL + WLL Std Des -2.23 0.65 0.00 1.33 N 3 DL + WLR Std Des -1.98 -1.04 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.23 0.02 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.29 -0.02 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial CCategory 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 1.13 0.09 0.00 1.70 Y 11 DL +2.80EQR Conns 1.38 -0.09 0.00 1.70 Y 12 DL + EWP Std Des -2.26 0.91 0.00 1.33 N P A R T D I M E N S I O N S Dimensions at Connection Column Roof Beam Flg. to Flg. Dimension 8.000" 12.000" Part Slope 1.000 TO 12 Conn. Plate Angle (Degrees) 0.000 0.000 Offset from Structure Line 1.000" 0.125" Main Flange Dimensions. Outer Flange Width 5.000" Thickness 0.250" Inner Flange Width 5.000" Thickness 0.250" Adjacent Depth Change Information Distance to Depth Change 121- 3.708" 241- 3.997" Flg. to Flg. Dimension 8.000" 12.000" Adj. P1. Angle (Degrees) '0.000 0.000 i S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 03%03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGES 21 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROD NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042914 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 8.875" PLATE.THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.875" DESIGN STRESS RATIO 0.033 CONTROLLING GOND. 12 CONTROLLING LOCATION Side 2 Outer Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.750" INNER 1 2 1.750" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR B O L T L O A D S / A L L O W A B L E S DATE: 03/03/03 TIME: 06:58 PM CADDS ------------------------------------------------------------------------------------- PAGE:S 22 ORDER If 021377. BUILDER - NORTH VALLEY BUILDING S ---------------------------------------------- BLDR ORDER # 03-37 BLDR ACCOUNT If 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE it 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME If 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE -# 02- -- - - TYPE _-- Ext -Col - Roof Beam Knee ---------- -- -- SUBTYPE _-- -- --No Extens - Horiz ----------------------- w/EndF ---------------- 0 L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv,Act. Fv All. ft Act. Ft All. COLUMN SIDE ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Kai) (Ksi) 1 Total Section is in Compression 0.000 21.000 0.000 44.000 2 3 0.572 0.509 0.540 0.530 27.992 1.866 58.641 4 Total Section is in Compression 0.481 0.850 27.992 1.660 58.624 5 Total Section is in Compression 0.017 0.017 27.992 27.992 0.000 0.000 58.651 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Total Section is in Compression 0.069 23.204 0.000 56.099 11 Total Section is in Compression 0.069 23.204 0.000 56.099 12 0.582 0.549 0.743 27.992 1.898 58.631 A L L O W A B L E S LOAD NO OUTER EDGE OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER EDGE INNER 4 INNER 3 INNER 2 SHEAR TENSION INNER 1 fv Act. Fv All. ft Act. Ft All. ROOF BEAM SIDE ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) 1 Total Section is in Compression 0.000 21.000 0.000 44.000 2 3 0.572 0.509 0.540 0.530 27.992 1.866 58.641 4 Total Section is in Compression 0.481 0.850 27.992 1.660 58.624 5 Total Section is in Compression 0.017 27.992 0.000 58.651 6 Category 3 Load Combination -Does not apply to Splice Design. 0.017 27.992 0.000 58.651 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Total Section is in Compression 0.069 23.204 0.000 56.099 11 Total Section is in Compression 0.069 23.204 0.000 56.099 12 0.582 0.549 0.743 27.992 1.898 58.631 SPLICE PLATE 0042914 8.000" X 8.875" X 0.375" 0.875 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 ----+-------- 2.750" 4.; 75,n 8.E 1. 750 - —I " -I---------- COLUMN SIDE -->I<-- ROOF BEAM SIDE +- 2.750"-+ F--- ----------------------------- FFFFFFFFFFFEFEFEFEFEFEF W 0 W 0 W W W W W W W W W W W W W W W W 75" W W W W W W W W W W W W W W W W W W W 0 W 0 W ---FFFFFFFFFFFFMSMSMSMSMSM 8.f 75" BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 6.000 X 11.000 MAIN WEB 0.140 MAIN STIFFENER 0.250 X 2.500 X 10.875 NS/FS L A Y O U T S K E T C H DATE: 03%03/03 TIME: 06:58 PM CADDS -------------- ---------------------------------------------------------------------------------------------------- PAGE:S 23 ORDER # 021372 - BUILDER NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF SPLICE PLATE 0042914 8.000" X 8.875" X 0.375" 0.875 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 ----+-------- 2.750" 4.; 75,n 8.E 1. 750 - —I " -I---------- COLUMN SIDE -->I<-- ROOF BEAM SIDE +- 2.750"-+ F--- ----------------------------- FFFFFFFFFFFEFEFEFEFEFEF W 0 W 0 W W W W W W W W W W W W W W W W 75" W W W W W W W W W W W W W W W W W W W 0 W 0 W ---FFFFFFFFFFFFMSMSMSMSMSM 8.f 75" BOLTS: 0.625" DIA A325 NO WASHERS END FLANGE 0.375 X 6.000 X 11.000 MAIN WEB 0.140 MAIN STIFFENER 0.250 X 2.500 X 10.875 NS/FS G E A N D W E B P L A T E I N F O R M A T I O N DATE: 03%03/03 TIME: 06:58 PM CADDS --------------------------------7---------------------------------------------------------------------------------- PAGE:S 24 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP. Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 -------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF F L A N G E P L A T E S LOCATION DESCRIPTION PART NO. SIZE DIST FROM ----------- - TENSION MAXIMUM STRESSES - COMPRESSION ----------- CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches ---------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.875 0.30 43.99 2.05 49.50 0.041 1 INNER 1 Main Flange 0.250 X 5.000 0.000 0.33 43.99 2.05 49.50 0.041 1 ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 11.000 0.000 0.07 43.99 1.04 49.50 0.020 1 INNER 1 Main Stiffener 0.250 X 2.500 X 10.875 0.000 0.33 43.99 2.17 49.50 0.043 1 W E B P L A T.E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi') (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 1.16 29.33 1.77 43.99 2.05 49.50 0.041 1 ROOF BEAM SIDE Main Web 0.140 0.90 29.33 1.72 43.99 2.18 49.50 0.043 1 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate YES 3/16" 3/16" 0.07 11.00 0.007 2 INNER 1 Main Flange Flange to Splice Plate YES 3/8" 0.08 11.00 0.008 2 1 S P L I C E D E S I G N - W E L D I N F O R M A T I O N W E B P L A T E S DATE: 03/03/03 ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- CADDS - LENGTH - ---- FILLET --- TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side PAGES 25 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY 1 ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens-.Horiz w/EndF W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 0.21 0.12 6.95 0.035 12 W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 End Flange End Flg to Splice P1 End Flg to Outer Flg INNER 1 Main Stiffener Stiffener to Splice Pl Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate Web to End Flange 3/16" 1/8" 1/8" 1/8" 0.02 5.57 0.005 12 0.00 1.86 0.000 1 0.08 3.71 0.023 12 0.12 1.86 0.067 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- -------=- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND 1/8" 1/8" 0.24 0.11 , 7.09 0.037 12 1/8" 0.08 1.86 0.043 1 WX Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" Part Slope 1.000 TO 12 Conn. Plate Angle (Degrees) 4.764 Offset from Structure Line 0.000" t S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 03/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGES 26 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR C6NTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------7--------------------------------------------------------------------- # 03 TYPE : Miscellaneous SUBTYPE : No Ext - WX Beam LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) (in -k) --------------- FACTOR STRENGTH ------ -------- 1 DL + LL Std Des 0.00 6.74 0.00 1.00 N 2 DL + WLL Std Des -1.67 -1.89 0.00 1.33 N 3 DL + WLR Std Des 1.27 -2.13 0.00 1.33 N 4 DL + EQL/1.4 Std Des -0.49 1.25 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.49 1.18 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not -apply to Splice Design. 7 PDL+0.70PL+2.SOEQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -2.13 -1.85 0.00 1.33 N P A R T D I M E N S I O N S WX Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" Part Slope 1.000 TO 12 Conn. Plate Angle (Degrees) 4.764 Offset from Structure Line 0.000" S P L I C E D E S I G N B O L T S DATE: 03%03/03 / S P L I C E P L A T E CADDS TIME: 06:58 PM PAGES 27 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 021372 BUILDER.- NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 03 TYPE : Miscellaneous SUBTYPE : No Ext - WX Beam ----------------------------------------------------------------------------------------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING GOND. CONTROLLING LOCATION S P L I C E P L A T E CUSTOM OV64878-07 NORMAL 8.000" 12.125" 0.375" 55.00 KSI 0.000" 0.039 12 Outer Row 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 1.750" OUTER 2 2 4.500" 2.750" OUTER 3 2 7.250" 2.750" 4 S P L I C E D E S I G N - B 0 L T L 0 A D S / A L L 0 W A B L E S DATE: 03/03/03 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 06:58 PM PAGE:S 28 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD BLDR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 03 TYPE : Miscellaneous SUBTYPE.: No Ext - WX Beam B 0 L T L 0 A D S / A L L 0 W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 0.093 0.093 0.093 3.650 21.000 0.304 43.329 2 0.251 0.251 0.251 1.096 27.992 0.820 58.606 3 Total Section is in Compression 1.096 27.992 0.000 58.606 4 0.099 0.099 0.099 0.652 27.992 0.323 58.636 5 Total Section is in Compression 0.662 27.992 0.000 58.635 6 Category 3 Load Combination*- Does not.apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.327 0.327 0.327 - 1.096 27.992 1.068 58.606 A ! S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 03/03/03 CADDS TIME: 06:58 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:S 29 ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S BLDR ORDER # 03-37 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY.WOOD BLOR PHONE # 530-345-7296 PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 03 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Miscellaneous SUBTYPE : No Ext - WX Beam SPLICE PLATE OV64878-07 8.000" X 12.125" X 0.375" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 12.042" 4.875" –. — ROOF BEAM +- 2.750"-+ FFFFFFFFFFFFFFFFFFFFFFF W 0 W 0 W W W 0 W o W W W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- BOLTS: 0.625" DIA A325 NO WASHERS S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N I N DATE: 03%03/03 M A T I O N W E B P L A CADDS TIME: 06:58 PM ------------------------- WELD SIZE ------------------------- -------- PAGES 30 --------------------------------------------------------------------------------------------------7-------------------------------- ORDER # 021372 BUILDER - NORTH VALLEY BUILDING S --------- BLDR ORDER # 03-37 TENSION BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ANDY WOOD Near BLDR PHONE # 530-345-7296 Win) PROJ NAME - PERRY COMPANY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 7 DESCRIPTION WX 25'-0" 14'-3" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 03 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Miscellaneous SUBTYPE : No Ext - WX Beam F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE OUTER 1 Main Flange INNER 1 Main Flange 0.250 X 5.000 0.000 0.20 43:99 0.37 65.98 0.006 3 0.250 X 5.000 0.083 0.02 43.99 0.37 65.98 '0.006 3 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE Main Web ROOF BEAM SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate ROOF BEAM SIDE DESCRIPTION 0.120 4.72 22.00 1.89 43.99 0.37 65.98 0.215 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL -------------"------ WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) GOND 1/8" 0.03 3.71 0.011 2 1/8" 0.00 2.78 0.000 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR -ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) GOND Main Web Web to Splice Plate 1/8" 1/8" 0.06 0.57 3.78 0.151 1 1EM MUMS W, WAY - WOW: item- 2 �0100 1 alga q "TOYS-, 77 77-77, K I M -N1 ER OEM �o Ep P ,,woo ................ ------------ .... . . . . . . . . . . . . . . . . . . . . . --------------------------- ............. nuy-MI; gym-. Plot RAS .......... Icy ORO"$ Nov WN—A, TM M MAE, All ...................... ................ ..............ee . . . . . . . . . . . . . plop, M; let 1130, toil Ni" 1" 9 1 'LOA fMAi ,,.madly V iQ y IL il- 14 tlt �r �I '"lf ICLCVTIYC IYNf M1JfYitL �w V. EUtl/1W'O'LM 1\JO I.t � I ^— a ___._ _.. __ .._...—.._.... .. _. _ � ._. .. .. _..._ ___._. :, :,� i. _.—_ _ '. __ _..—..�...n—...++.—•�—.— — .-_rte...--..-.,..�r.�.r _�. _ .:. .. ems,... .��.r.,.-+..�..__.-.—.--.—,-a�, .�.._._ ._.__..<..... j 4 � ��... �s.'. � w ��