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042-340-051
SOWMA� He nry 321-72B�� . r -4166_-B 42=34-51 91• '� - _ -- - _ �,� _ 3220`72. BALGOOYEN,.Bruce .3363 Bay Avenue; Chico 42-34 `� a .9Z SW Corner Churchill & Bay, Chico (reroof/SF) Ely. Roofing ` (convert garage to living area ,1't, "/Y& z` 042-340-051 03-2303 , CAPERELLO, MATT r LE 3363 BAY AVE, CHICO D M t , ATTACHED GARAGE 3 ' s K'jR r t 00 A NOTES RESIDENTIAL. 042-340-051 03-2303 PERMIT N0. I-CAPERELLO, MATT,--.. 3363 BAY AVE, CHICO ATTACHED GARAGE lr� - F�� . � J n SPECIAL CONDITIONS CHECKED BY _SRA - FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. -SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER !s -� OFFICE COPY It Address ------------------------------- GAS Meter By Date ELECTRIC t Meter By Date JOB FINALED (Date) r Signature `c k t ' ' fy !• 1 i I f I. s i r RESIDENTIAL. 042-340-051 03-2303 PERMIT N0. I-CAPERELLO, MATT,--.. 3363 BAY AVE, CHICO ATTACHED GARAGE lr� - F�� . � J n SPECIAL CONDITIONS CHECKED BY _SRA - FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. -SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER !s -� OFFICE COPY It Address ------------------------------- GAS Meter By Date ELECTRIC t Meter By Date JOB FINALED (Date) r Signature J=OK ,0 = Not OK . = NotReadyable 4. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -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 6. Water; MH Test Date ,0,*ijCard B-1 Date Card B-1 7. Water and Sewer Connected Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Card B-1 Date Card B-1 Date Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 7. 5. Drain; MH Test -Fall -Flex Connector 8. 6. Water; MH Test -Regulator -Connector 9. 7. Water and Sewer Connected -C/O to Grade -HD Approval 10. 8. Gas and Electricity Tagged 11. 9. Tie Downs -Type -Installation Cert. 12. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DgCIW!COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zonin Requirements -Setbacks -Easements �. tings; Soils -Size -Depth -Spacing -Connectors -Steel r _. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 8. 1. Zoning Requirements -Setbacks -Easements 9. 2. Footings; Size -Spacing -Marriage Line 10. 3. Blocking 11. 4. Gas; MH Test -Demand -Valve 12. 5. Electricity; MH Test i 6. Water; MH Test Date ,0,*ijCard B-1 Date Card B-1 7. Water and Sewer Connected Card B-1 Date Card B-1 8. Gas and Electricity Tagged POOLS (Plans) OK except #'s 9. Exits Setbacks -Easements 10. License Decals' Soils; Compaction -Structure Stability 11. Verify #'s with Office Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DgCIW!COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zonin Requirements -Setbacks -Easements �. tings; Soils -Size -Depth -Spacing -Connectors -Steel r _. 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 i Date ,0,*ijCard 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 ^ Q 'N 4 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftd. Depth , 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg:, Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold 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-Vents-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 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 17. Water Htr.; Vent -Access -Combustion Air Baffle Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 18. Water Pipe; Test & Anchor -Nail Protection Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 19. D.W.V.; Test Fittings & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 20. Shower Pan; Test, First Floor -Tub Access Property Line Firewall & Openings 21. Test Tub & Shower, Second Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 22. Gas Pipe; Sixe & Anchors 56. 23. Fire Sprinkler; Test . 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 61. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 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 ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light _ 35. Smoke Detector 84. Stucco Brown -Finish Date 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 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 Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Comments at Final: 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-Underflr. 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 ❑ Yes _ 83. Following Instld./Drive O Yes D No/Walks O Yes O No/Planters O 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: i Oar A PA rrr Certificate of Confor'mance Certificate 054074 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and'assoeiated specifications Indicated below: ANSI Standard Al -90,1-1882, For Wood Products— Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design. Stresses AITC 117.93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufaoturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) duality Assurance Program. Routine audits inolude inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by Thomas G. Williamson Executive Vice President 5nr131NEEREA W000 SYSTEMS Is a ralatad. oorpbrallon of APA- THE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street -P.O. Bok 11700 - Tacoma, WA 9841 1.0700 Telephon9: (258) 565-6600- Fax Numbee 1259) S65-7265 r �"'1' . 20. 2000 S - �4A1•I i"A. BU 1 LUER 9.1PPL`r'3 1,10. 612 P. 1/1 NOTES: 1, Fb must be adjusted for the volume effect (C,,) using the following formula: C,, = (W/L) "s 1.0 Where: b width of bending member In Inches (In) d depth of bending member in Inches On) L length of bending member between points of zero moment In teat (ft) x Southern Pine: 20 All other species: 10 2. Uses 24F -V4 DF lay-up 3. Uses 30F-E2M1 SP lay-up, except 26F-E2M1 SP at 71/4" widths 4. Premier Plus 2.1E IJC 7114" width. Fb=2800 psi 5. For example: Allowable bending Fb over interior support on multiple span or cantilevered beam. 1''I�I•�t,Ir�l $t as • rR _ comprallaion Modlilua of ' pf t4ct Lay-up Combinagon Glulam Beam Design. Flexural StreW Fb (psi) Tension Zone Crxnpression Zone Stressed In Tension Stressed In Tensipp4 Compression p n Perpendiculer to Grein Fc100 Shear F sl � (P) FOX (Pei) Modulus of ElAst elty MOE (psi) Archltectural 24F -V4 DF 2,400 1,850 850 240 11800,000 Framing 2411.1.815 2,400 1,600 600 186 1,800,000 Premier 1.8E IJC' 2,400 1,850 650 240 1,800,000 Premler Plus 2.11! IJC° 3,000, 3,000, 740 270 2,100,000 NOTES: 1, Fb must be adjusted for the volume effect (C,,) using the following formula: C,, = (W/L) "s 1.0 Where: b width of bending member In Inches (In) d depth of bending member in Inches On) L length of bending member between points of zero moment In teat (ft) x Southern Pine: 20 All other species: 10 2. Uses 24F -V4 DF lay-up 3. Uses 30F-E2M1 SP lay-up, except 26F-E2M1 SP at 71/4" widths 4. Premier Plus 2.1E IJC 7114" width. Fb=2800 psi 5. For example: Allowable bending Fb over interior support on multiple span or cantilevered beam. 1. Values applicable to columns of 6" to 15" in depth 1''I�I•�t,Ir�l $t as • rR _ comprallaion Modlilua of ' Parallel to Grein Blaetiolty Gomhittgtlon „s, s �; Fpy"(PaI) FOX (Pei) Fc11(psi) MOE (psi) Comb #3 DF 2,100' 2,300 2,300' 1,800,000 Contb N50 SP 2,3001 2,400 2,300' 1,900,000 1. Values applicable to columns of 6" to 15" in depth W W •" Architectural ' Allowable Shear (Lbs) Allowable Moment (Ft -Lbs) El WT. 100% 115% 1250/. DEPTH 100% 115% 125% x10' (PLF) 60 3,000 3,450 3,750 3,750 4,310 4,690 101 4.4 7112" 3,750 4,310 4,690 5.860 6,740 7,330 198 5.6 9' 4,500 *'5,18& ..,,.5,634.. ......6,440.. , , • 9,7'10. 10,550 342 6,7.. ,,,,,• 10 4,1 6,250 .... - _,. , Q ..._:._. ?r5 .. 11 r40q. �. . -15,000 13 204; ,• 14 350 543 7.5 12" 6,000 6,900 7,600 17,250 18,750 810 8.9 13112"6,750 7,760 8,440 18,980 21,830 23,730 1,153 10.0 15", ...... 7,5,40 V 8,630 $,660 .., 23,440: 26,960 ..29,300 '1'.562. .11.1 ...... .... ..112,150 341950. 12.2 18" 9,000 10,350 11,250 32,700 • . 37,610 40,880 .?11011 2,734 . 13.3 191/2" 9,750 11,210 12,190 37,770 43,440 47,210 3,476 14.4 3 i/2" Frai-ning 24F -1.8E Allowable Shear (Lbs) Allowable Moment (FI -Lbs) EI WT, 125% 100% 115% 125% DEPTH 100•/0 115% X10• (PLF) 7112" 3,413 3,924 4,266 6,560 7,540 8,200 221 6.2 9" 4,095 4.713 5.119 9,450 10,870 11,810 383 7.4 io 112^ a,77e -s.k93 8;972 - 12,866 1040 1080 608 6.7 . 12"... .. 5,460.. 61281 6,825..- . .__..�8,$p0. ....19,320 21 400... 847 9,9 131/2. " 6,143 7,061 7,678 _ 21,260 24,450 26.580 1,292 11,1 15" 6,825 7,849 81531 26,080 1 29,990 32,600 1,772 12.4 NOTE: Span retie of 11da21 Is used to calculate C, " l lowable, Moment eannedv nnPrN to tip prthinfRd flT Innn- Yn... W W l�Notes; r Spans a e center to renter Of bearing. 2• Design loads and deflection limits must be in accordance with appll0abie building code requiremenls for dry -use conditions. I Pounds per llneaf foot loads (including beam weights; shown are total uniform loads, controlled by maximum moment, maximum shear or deflection limits of Ut80, 4. Tables based on lateral restraint at bearing points and continuous lateral support of the compression edge of all glulam members, S. Volume effects for moment capaciltes have been included. See notes page 3, 6. Glulam roof members must be sloped a minimum Of 1/4" per foot for drainage. 7. For other load or span conditions, V50 Willamette's E•Z C31c software -• page 54. Olulam ,� Verfty 'hanrer'capacity with hanger manufacturer's Ilterature. 3.1/2A'F'raming 24F t.h 1 Beam Depth Span 18" 19112' 71/2" 9° 10 1 /2" 12" zYPe Spar►,.. 4,486 3 _ �Q1 5,117 3,�9i5 1,019 677 1,471 1,902: 2,265 ..:' :.2,659 18 3,069 Simple 3,201 3.596 649 978 939 1, 332 1,279' 1,696 ..:. 1,910 ..• 2,282.' ` Multiple 8� 2,355 2,520 431 623 850 1,670 • ,. •1,110 1,87Q .' 2,262 Sim le p 10t 2,330 2,736 373 650 885 ` .' 1,407 1,Bfl3 •: ':_ Multiple 1.793 09 2,060 _ 29T 431 587. ..1,156 768. :.: ;1,466 ;: 973 1,783 1.2Q2 Simple Multiple 2, 006 233 407 .' . .. 648 8 7 1;074 ' 1,31x1 1,543 217 314 ';. S81' :' ::.712 ' ;, 880 Simple 14' ' 1,305 1,532 154 270 • _429. 432646 7 • 820 Multiple 1,003 1.178 164 239 326 ; 427 . • > •r : S ,1,91.2.: 671 Simple 16' l , 1,028 1,208 106 —� l87 300 :::..q51: `.`: 646 :' Multiple. 789 928 129. 187 256 • :: 335 ` • .: ..:; :797 .. ' .. Simple > 830 637 975 76 134'' 217 326 '4,68 ::....:`B43 527 .' Multiple Simple 684 ? 49 801 1 55 150 206 270 343425 Multiple 20' 5�4 6144$1 74 99 123 ' 161 168. 243..: 221 349 ='282 Simple 22' $70 664 75 122 .349 .:. Multiple 436 -509 100'' 140. 185 .,: :184: ::• 266 '. X67 .- Simple 24' . 448 559 57 ° 235 :. _777577 291 ' . Multiple 366 428 `t`1 94 1,43 '" ' Simple 26 356 455 118 .155`.:.• . 198 245. Multiple 312 364 73' 112. 163 227 Simple 28• 287 367 99 133 169 ;:207 Multiple 268 313 58 79 89 114 ' : 131 182 . ' Simple 30' 234 300 145 •178 Multiple 232 271 �� 72 106 '..148 Simple 32t ' 193 2 98 126 154. Multiple 203 X3737 58 86 121 Simple.. 34' 160 205 80 109 134 Multiple 209 71 100` Simple178 ' 36t 134 173 95 117 Multiple 152 185 58 80 83 103' Simple j 38' ; 113 146 Multiple 140 164 69Simple 140 r j 91 Multiple � t TECHNICAL SUPPORT TOLL FREE (800) 942-9927 t . 11 �`_1`�-i. �. r , t _*.a";hr•"s• ..w-.1•`++-,t1CJtatrtat int M:..--.. .-'^•.-.ate, - t' t - _r• •n T.CI!arit,C-.q�1c•7 - - � ,t _ L '_ / n.__ .,. `t:1 Z. f� 7 �. ; 9 r _ c• ....'+� +a+...+...,.-�»'•R•--�'�="^• "�_ • ,....,+.�• i . s�•- , ...a...,,_.,..�_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541rC?> ZPERM 0. (Rev.12/96) APPLICATION AND PERMIT J ASSESSOR PARCEL NUMBER 042-340-051. ZONING SR -1 BUILDING PERMIT OWNER MA TELEPHONE 103 SO, Fr, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS , 63 BAY AVE., MOD 613• CONTRACTOR'S NAMEONE C c// s -r T74H-0 QJj CONTRACJrrJG ,D SS f- �+^t . l� f�j, • /C" �.� 1..I 9�R CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee 81 BUILDING ADDRESS J Energy Plan Checking Fee .90 $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 1.5 AC 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: NW ATrACM C-ARAr-E Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "OVOR LE 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, ( 9 ) and my license is in full force and effect. I� /� /� License Class / Lic. No. / A I t IL 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 astheir 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. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. so 3.5Q fo. NEW CONST. MULTI -OUTLET NON REBID. @7.50 POWER APPARATUS a swGLE OUTLET cw. EX. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .w Ex. Occup. oFUTLEEors RD.) E 5.00 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 thispermitis 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 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.) �,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 workers' compensation laws of California, and agree that f 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 ""r / Signature of`_pplicant r© Owner ❑ Contractor�yAgent Ari OSHA,p'ermit is required for excavations over 5'0" deep and demolition or construction :of structures over 3 stories in h ight. Mobile Home Installation Fee $ Energy Inspection Fee $ occ U cors . n �T TOTAL FEE $ 227.90 -PD HA2 O FEES IMP FLOOD �,. CDF "� PARCEL HD :ISSUE This permit is hereby issued under of the Butte County Code and/or indicat d above for which fees have / ^ PERMIT EXPIRES ON ( i 1 the applicable provisions Resolutions to do work been paid. 1 Dela ReceiptNo. 136 4!12__9 17,94 WHITE-D.D.S.-B.D. CANAF�?-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE x BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ;4- 411 Main Street - Chico, CA - (530) 891-2751 t 7 County Center Drive - Oroville, CA - (530) 538-7541 t. COMECTION NOTICE J.A � /JC n L`GC o 03-2303 4. r OWNrER 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, f*please contact this office immediately. R'. ,C7 ' �-E 54: l; ck: - Date 0-- ` � Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, Ca-0ifornia 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT o 7%3 ASSESSOR PARCEL NUMBER 042-340-051 ZONING SR -1 BUILDING PERMIT OWNER MATT CAPERET L0 TELEPHONE - SO, FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS > 3161 RAY AVE, r.Wrn 576 U 0 CONTRACTOR'S NAME B,+k QQS / f.�-EPEPf�Q -O�I w (�/I9�/i-J vJ1 �J CGNT TO SMA NG !/ 4A ^I . L/77 //LL L V\ CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS BAY AU, CHIM Energy Plan Checking Fee $ 13,363 $ PERMIT FEE S997 Q0 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1.5 AC 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: URN A=4-CRED G.ARAGE L Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Eeev OR LESS Main Service 20 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 and Professions Code, and my license=is-in-fuilxf rce-and effect. ...M �nz /'O'/S License Class _L'ic: No. �cc/// OWNER -BUILDER --D ECL-ARATI0N 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNGOCCUP. OR ADDNS. ( a ACC. BLDs. SO 3.5QFT: NEW CONST. MULTI.OUTLET NON•RESID. BRANCH IRCUITS @7.50 POWER APPARATUS B SINGLE OUTLET CIR. Ex. Occup. OUnETOR FIXTURES BAL @ .50 Ex. Occup. XxUxED RENS oq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My=workers' compensation -insurance carrier and,policy number -are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Policy Number _ �"' (The above sections"need-n'ot- e"completed-ff 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 f I should become subject to the rs' compensation provisi s-- section 3700 of the Labor Code, I shall forth4th comply with those Visi _�- - _ _ _ X T Dat ��/ r Sig t re i__ nt! _ Owner=O-Contractor- _ ent f SH ermit is req ' ed for excavations over 5'0" eep nd demolition or constructio stru ures over 3 stories in h fight. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC V CONST.� TOTAL FEE $ ,,,,� D FEES IM/ IM FLOOD cDP PARCEL PD HD Vi SUE This permit is hereby issued under o Butte County Code and/or at d bove for which fe s hav P MIT EXPIRES ON JJP 1 the applicable provisions Resolutions to do work been paid. /� D ate �7 ale Receipt No./ -0_Z -277W WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT H7�'�!�_'�+Y+'fl"rY'�t'�..��"�'���'��'�`�i"���"�'`"'`'.+,�'X'�'`'�+i'�a��+r"`�R�'Ft�Bn*;�;�.--`0�+�,-•h.:1.1t•jX�Muf'+-•,.f�:.+�:.�.��......... COUNTY OF BUTTE-DEPARTIMENT'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: 2�i`( �! � ASSESSOR PARCEL NUMBER_I �-^ ,�k �� l G- Proposed Building Use: Vim. " , n Counter Technician: / Date: Items required in order to apply for a per. Ales MUST be checked OR maiked NA in order to apply. L. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. :VComplete plans, 3 or 4 sets, signed by the preparer of the plans. ' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be 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......................................................:.. eff 11. Detached Accessory Building Form filled out by the owner ..................................... �12 azardous Material Form............................................................................ _ 3. Other) �"h ,��-- � � • � • �S'� ` J Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14� Fees as shown on the attached Schedule of Fees Due Sheet ....................................... *17. Statement of Intent for Non -heated and A/C Buildings ...............................Sanitation and plot plan approval from the Environmental Health Department in i 3 'City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: �(B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. croachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 2. re -Inspection for required ................ . Contractor's license information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number .............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. nufactured home utility clearance............................................................... ❑ 29.xisting violations and/or expired permits......................................................... �0. ❑ Grant Deed, ❑ M.H. Tile/Stateyynnent of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ Other: fir . Q PDU 00C'1'6y_` Ii been Aforrf4d `of the a Applicant: J.p and bold for pickup. tsar obtaining a building permit. a� 1. Index permit a�phcation for the above items numbered: Plan Check Letter Additional items requ' Vgontr , designe , wne ; was advised'cf the above data by phone, mail, counter, by Date: 'f o ,design ner was advised of the above data by one, ❑ mail, ❑ counter, by Date: laris reviewed b - Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: p7Date: Yellow: Buildine Division — AW E.H. USE ONLY Plot ilea Attachad I dl Roar Plan A ha r Seim to TO: Building Department ►�� FROM: Environmental Health SUBJECT: Sanitation Clearance eaaa"",�O� 3 3 !� 3 /� a-�y G�-� o S of -- 3 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for . Other Gt,m.`J e Hold final for: Final clearance O.K. for: NOTE: 57 Environments Ith Spec-ja tf Date 8/96 t BAKKUM CONSTRUCTION 1819 -Hazel St. Gridley CA. 95948 846-0612 Lic. 721034 Oct. 24, 2002 To whom it may concern; This letter.is to authorize Mitchell's Building Materials to apply and pick up permits for me. Since ely Yours Kevin Bakkum Bakkum Construction Job Truss Truss Type Qty Ply R9118556 n gowON T2 COMMON 1 1 6-16 611-4 Job Reference (optional) (psf) i SPACING ' c ?;nn., c,... ,n onn� nn�Tel, tn.i„�9r�o� Inr Fri Mav nq OT 5720 2003 Paoe 1 I KVJl91W I I(UJ0J-MRv9�vv vn. -2-0-0 2-0-0 5-4_14 5.4-14 10-M 4-7-2 4x4 4 VVV 14-7-2 , 20-0-0 22-0-0 4-7-2 5-4-14 2-0-0 Scale = 1:39.2 axa = I = - 3x4 3x4 = LUMBER I BRACING TOP CHORD 2 X 4 DF No.. &Btr G TOP CHORD Sheathed or 5-4-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR REACTIONS Ib/size 2=782/0-3-8. 6=782/0 3 8 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) ( )REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Horz 2=77(ldad case 5) AND RECOMMENDATION. Max Uplift 2=-235(load case 3), 6=-235(load case 4) 1 FORCES (lb) - First Load Case Only TOP CHORD 1-2=32,2-3=-1514, 3-4=-1329, 4-5=-1329, 5-6=-1514,6-7=32 BOT CHORD 2-9=1388, 8-9=967, 6-8=1388 WEBS 3-9=-241, 4-9=383, 4-8=383, 5.8=-241 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate'grip DOL=1.33. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. I 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. ' /&�P, pLOAD CASE(S) Standard _� C. Alyn„ ' UT 1 11"I " I TYBUILDING DEPARTMENT v �/ `►til •k EXP. 06/30105 Pi spar CIVIL OFC A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors_. This design is based only upon parameters shown, and is for an individual May 9, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. 6-11-4 13-0-12 20-0-0 611-4 6-16 611-4 LOADING (psf) i SPACING 2=0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.06 6-8 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.12 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 6 n/a BCDL 8.0 Code iUBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 79 Ib LUMBER I BRACING TOP CHORD 2 X 4 DF No.. &Btr G TOP CHORD Sheathed or 5-4-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR REACTIONS Ib/size 2=782/0-3-8. 6=782/0 3 8 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) ( )REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Horz 2=77(ldad case 5) AND RECOMMENDATION. Max Uplift 2=-235(load case 3), 6=-235(load case 4) 1 FORCES (lb) - First Load Case Only TOP CHORD 1-2=32,2-3=-1514, 3-4=-1329, 4-5=-1329, 5-6=-1514,6-7=32 BOT CHORD 2-9=1388, 8-9=967, 6-8=1388 WEBS 3-9=-241, 4-9=383, 4-8=383, 5.8=-241 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate'grip DOL=1.33. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. I 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 6. ' /&�P, pLOAD CASE(S) Standard _� C. Alyn„ ' UT 1 11"I " I TYBUILDING DEPARTMENT v �/ `►til •k EXP. 06/30105 Pi spar CIVIL OFC A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors_. This design is based only upon parameters shown, and is for an individual May 9, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. .� Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches: Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 14, TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each Cy joint and embed fully. Avoid knots and wane �� 3 O U 3 at joint locations. �,, O U 45 U -4. Unless otherwise noted, locate chord splices O at'/< panel length (± 6" from adjacent joint.) * For 4 x 2 orientation, locate ca BOTTOM CHORDS ce O ~ ~ 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the " required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® _ M1 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. H4411183, engineer. MiTek® LK1%,eNj >r'\e_a 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. JobTruss • Truss Type Qty Ply R9118557 COMMON 1:�' T2GE COMMON 1 1 (loc) I/defl . s TCLL 16.0 Plates Increase 1.15 Job Reference (optional) Vert(LL) Na - n/a 4A Ol�n9 �AITuL In luefriec Inr 1=6 nna� no n7r1,7•?7 200.1 Pane 1 FROJP.N I KU5p,-0UKLANU GA. -2-" 10-0-0 10-0-0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 3x4 10 20-0-0 10-" 22-0-0 -i 2-M Scale = 1:39.2 0-0-0 REACTIONS (Ib/size) 2=240/20-0-0, 16=240/20-0-0, 24=71/20-0-0, 23=71/20-0-0, 25=61/20-0-0, 26=92/20-0-0, 27=95/20-0-0, 28=66/20-0-0, 29=158/20-0-0, 22=61/20-0-0, 21=92/20-0-0, 20=95/20-M, 19=6620-", 18=158/20-0-0 Max Horz 2=77(load case 5) Max Uplift 2=-134(load case 3), 16=-142(load case 4), 25=-24(load case 3), 26=-33(load case 3), 27=-23(load case 5), 28=-48(load case 3), 29=-11(load case 4), 22=-25(load case 6), 21=-34(load case 6), 20=-23(load case 4), 19=-48(load case 6), 18=-11(load case 3) Max Grav 2=240(load case 1), 16=240(load case 1), 24=71 (load case 1), 23--71 (load case 1), 25=62(load case 7), 26=93(load case 7), 27=95(load case 1), 28=66(load case 7), 29=166(load case 2), 22=62(load case 8), 21=93(load case 8), 20=95(load case 1), 19=66(load case 8), 18=166(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=32, 2-3=-38, 3-4=-23, 4-5=6, 5-6=-17, 6-7=-17, 7-8=-11, 8-9=-18, 9-10=-18, 10-11=-11, 11-12=-17, 12-13=-17, 13-14=-16, 14-15=-23, 15-16=-38, 16-17=32 BOT CHORD 2-29=6, 28-29=6, 27-28=6, 26-27=6, 25-26=6, 24-25=6, 23-24=6, 22-23=6, 21-22=6, 20-21=6, 19-20=6,18-19=6,16-18=6 WEBS 8-24=-53,10-23=-53, 7-25=-48, 6-26=-70, 5-27=-74, 4-28=47, 3.29=-127, 11-22=48, 12-21=-70 , 13-20=-74, 14-19=-47, 15-18=-127 NOTES 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=S.Opsf; BCDL=4.8psf; occupallcylceje�goryh(1;� exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical�,leftPand rgh exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to' fndl(`tnorma?l�to°the face)?, see MiTek "Standard Gable End Detail" 6,U LLv (R '„' U AR A 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. A "I in WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,Q�pFESS/QZ3 I /rA� A, �� - C 17180 ` EXP.06i30/05 May 9,2003 �-2 -0 0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) Na - n/a M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.03 _ 17 >809 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 Na BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr G TOP CHORD Sheathed or 6-" Dc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 HF Std REACTIONS (Ib/size) 2=240/20-0-0, 16=240/20-0-0, 24=71/20-0-0, 23=71/20-0-0, 25=61/20-0-0, 26=92/20-0-0, 27=95/20-0-0, 28=66/20-0-0, 29=158/20-0-0, 22=61/20-0-0, 21=92/20-0-0, 20=95/20-M, 19=6620-", 18=158/20-0-0 Max Horz 2=77(load case 5) Max Uplift 2=-134(load case 3), 16=-142(load case 4), 25=-24(load case 3), 26=-33(load case 3), 27=-23(load case 5), 28=-48(load case 3), 29=-11(load case 4), 22=-25(load case 6), 21=-34(load case 6), 20=-23(load case 4), 19=-48(load case 6), 18=-11(load case 3) Max Grav 2=240(load case 1), 16=240(load case 1), 24=71 (load case 1), 23--71 (load case 1), 25=62(load case 7), 26=93(load case 7), 27=95(load case 1), 28=66(load case 7), 29=166(load case 2), 22=62(load case 8), 21=93(load case 8), 20=95(load case 1), 19=66(load case 8), 18=166(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=32, 2-3=-38, 3-4=-23, 4-5=6, 5-6=-17, 6-7=-17, 7-8=-11, 8-9=-18, 9-10=-18, 10-11=-11, 11-12=-17, 12-13=-17, 13-14=-16, 14-15=-23, 15-16=-38, 16-17=32 BOT CHORD 2-29=6, 28-29=6, 27-28=6, 26-27=6, 25-26=6, 24-25=6, 23-24=6, 22-23=6, 21-22=6, 20-21=6, 19-20=6,18-19=6,16-18=6 WEBS 8-24=-53,10-23=-53, 7-25=-48, 6-26=-70, 5-27=-74, 4-28=47, 3.29=-127, 11-22=48, 12-21=-70 , 13-20=-74, 14-19=-47, 15-18=-127 NOTES 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=S.Opsf; BCDL=4.8psf; occupallcylceje�goryh(1;� exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical�,leftPand rgh exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to' fndl(`tnorma?l�to°the face)?, see MiTek "Standard Gable End Detail" 6,U LLv (R '„' U AR A 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. A "I in WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,Q�pFESS/QZ3 I /rA� A, �� - C 17180 ` EXP.06i30/05 May 9,2003 `.� Symbols Numbering System ® General Safety Notes j` PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. /$ �/$ -� ♦- C2 C3 J5 3. Place plates on each face of truss at each o c, 3 joint and embed fully. Avoid knots and wane O �, at joint locations. G �,� 3 O U �y U U 4. Unless otherwise noted, locate chord splices O CLO at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate Ca BOTTOM CHORDS Ce 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 81 N engineer. 11144 Mi Teke 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job Truss Type --_ .—_— Oty Ply — .Truss R9118557 f gyMON T2GE COMMON 1 1 Job Reference (optional) I mv.?HIV i rcuoc;, VrR.A1VL./ "M. NOTES 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97- 8) A plate rating reduction of 20%has.been_applied_for-the-green-lumber_member's. 9) One RT7 USP -connectors recommended -to -connect truss tobearing°walls-due.to uplift„,_at jt(s) 2 and 16. LOAD CASE(S) Standard �('B 01 UIN T Y N"', E 0 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporarybracing to Insure stability during construction is the responsibility of the erector. rte Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. r' Symbols Numbering System ® General Safety Notes PLATE_ LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. $ C2 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane ZC3 O at joint locations. O U Uat 4. Unless otherwise noted, locate chord splices O '/4panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate C8C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates: AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at �� �.•�� ' _ .±rte ME 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, EM erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: ©k Date: 8-- 22— �� Parldng: Landscaping: Oftr. Signature 46 ��Fi r�iGuB f EXISTING RE5IDENCE / NE 28G5 51G. #4 DOWEL5 @ 24" O.C. 4X 12 HDR 4030 — 4' 112" X 10" FDT 13OLT5 G' O.C. AND NO MORE THAN 9" FROM PLATE ENDS OR USE 51MP50N MA5 FDT. ANCHORS 5/8" TYPE 'X' GWB FLOOR TO ROOF SHEATHING FIRE WALL FLOOD PLAN SCALE: 1/4"= I'-011 " 4" THICK 5LAB * 12" X 12" FOOTI N G * G X G X 10X I0'REME5H " 112" REBAR 2 RU N5 TURBINE VENT BRACE WALL PANELS TO BE 5/1 G" S" O.C. HARDI-5TUCC0 51DIN � I I I GXi SECTIONAL DOOR ,c 3 112" X 13 112" X DHF -.1.5E GLB 5'-4"��11 1 2 -8 24' NEW GARAGE ADDITION MATT CAPERELLO 3363 BAY AVE CHICO, CA 0 N V M w o� O W z N A 0 ol -Pe —I r0j I k', q J T y 2'-8° 2X 50LI D 5LK'G @ 5H EATH I NG JNT5. (ORIENT FACE TO 5HTH'G) 3/8" 055 5H EAR I N51 DE + 7/1 G" LP SMART BOARD 51DIN-G + +, OUT5IDE NAIL W/8d @ G:'I 2 4X4 P05T 2X P.T. 51LL 51MP50N PHD2-5D53 W/55T131 G AND W/5D51 /4X3 WOOD 5CREW5 i a • d. #4 REBAR 1,2" WIDE X 12 DP. CONCRETE 1`90 MIN. 112110 ANCHOR BOLT --_ --.- - - -- -- __-- -. - • _ _ _ _ _ W/�M! N .7. _'EMBEDMENT 2,--8" BRACED WALLL PANEL,, T COUNTY U T TE COUNTY SCALE: 1/2"=1' DEPARTMENT APPROVED 12 4 �— 20 YEAR ROOFING O/ 15# FELT Q/ 7/1 G" 0513 OVERLAP T.P. @ CORNERS K(N� 4X12 4X12 DBL. T.P.. 2X4 TRI M M ER TYP • , 2X4 P.T. SILL PLATE 2X4@ I G" O.C. FIN. GRADE N 51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINTS, 12 FIELD CONCRETE FOUNDATION SHEARWALU ROOF NAILING: 8d HD GALV. G"EDGES, 12" FIELD TYPICAL SECTION fKAMING SCALE: 114"= P-0" 2X4 STUDS @ I G" O.C. 2X4 P.T. 51LL 112110 X I O" FDT 13OLT @ -G" O.C. W/2"X2"X3/ 1 G" 5T1 . PLATE WASHE ENa• T z Q FILL #4 RE13AR � Fc=2500 Psi ., t Afftr FOUNDATION DETAIL SCALE: I"= P-0" Ott, ROOF PLAN SCALE: 1"=2a 4/12 PITCH NEW 24'X 24' GARAGE (N)RI GE I1' - EX15TI NG OVERHANG EXISTING 241 7/1 G" OSB SHEETING STAGGERED W/ 15# 36" FELT TRU55E5@24" O.C. 20 YEAR COMP ROOM (WALLEY 051 (E)R1DGE (E)VALLEY ROOF PLAN SCALE: 1"=2a 4/12 PITCH NEW 24'X 24' GARAGE (N)RI GE I1' - EX15TI NG OVERHANG EXISTING 241 7/1 G" OSB SHEETING STAGGERED W/ 15# 36" FELT TRU55E5@24" O.C. 20 YEAR COMP ROOM CD 51MP50N H I OR EQ. CLIPS AT EACH. TRU55 TO TOP PLATE K®OF FIRM I NG PLAN 2X4 OUT-RIGGER5 SCALE: 1/4"= 1'-0" @ 24" O.C. @ BOTH 4112 PITCH GABLE END5 O 051 t 051 SB i O lu' .-bip a 3 CD 51MP50N H I OR EQ. CLIPS AT EACH. TRU55 TO TOP PLATE K®OF FIRM I NG PLAN 2X4 OUT-RIGGER5 SCALE: 1/4"= 1'-0" @ 24" O.C. @ BOTH 4112 PITCH GABLE END5 7/1 G 055 5MEETING STAGGERED 15# X 36" FELT, 20 YEAR CLA55 A ROOFING 6X7 5ECT1oNAL DOOR FRONT ELEVATION 5CALE: 1/4"= 1'-0" 24' NEW GARAGE TURBINE VENT 0 12 EX15TING Rf51DENCF EX15TING RE5IDENCE e • ... .• .� . -�� :: � •' � � 4030 � •���� �. �• .� .• .' •�.. .•'. •'-�.� �• �. -•: �•� � � - '� •: k� FLOOR LINE 11V R€SiDEPd:C �� —=----- --= ------ ----- ------------- 77 .----------.---y-=��• FIN. GRADE RIGHT SIDE ELEVATION SCALE: 1/4"= 1'-0" NEW 24' GARAGE ADDITION RE Ihr Tom- . >. 30 DOC K REAR ELEVATION 4030 SCALE: 1,/4"= P-01' ° 24' NEW GARAGE ri iDWOUNTY ., T MiTek® Re: common MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R9118554 thruR9118557 My license renewal date for the state of California is June 30, 2005. ANGc� 0 Z� NO. C17180 Anderson, Bob May 9,2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI-1995 Sec. 2. L 'Z60/ .. ....... cow �� 9� N/ �` r -7 Olt- r: Environmental Health AUG 5 2003 Chico, California 1 . #4 DOWEIL5 @ 24" O.C. A 1 0 Hn 10' 3 1121, X 13 11211 X DHF- I .SE G15 2'-45'1 5'-4" 241 NEW GARAGE ADDITION MATT CAPERELLO 3363 BAY AVE CHICO, CA -7N ButteCoont� E�vtnolllll I al Date soot" menta, Nsa�t� Env'roh _ 5 2p03 �uG V y 1 . #4 DOWEIL5 @ 24" O.C. A 1 0 Hn 10' 3 1121, X 13 11211 X DHF- I .SE G15 2'-45'1 5'-4" 241 NEW GARAGE ADDITION MATT CAPERELLO 3363 BAY AVE CHICO, CA -7N ButteCoont� E�vtnolllll I al Date soot" menta, Nsa�t� Env'roh _ 5 2p03 �uG V 09/04/2003 08:20 5306460490 MITCHELLS BUILDING M PAGE 02 X09 Q� f v T 00� get 1 yZ3(DI& ` � o�� uwhA f ? 0 � c}q*6 r I r �I r owr- 1 NN 00 i NINA% 1% lk TO 39Vd W 9NIQ-lIf1S S�-13HOiIW 06009PBOES ZZ:01 E00Z/b0/60 09/04/2003 08:20 5308460490 MITCHELLS BUILDING M 111 1111, 11 r� BUILDING MATERIALS 195 WASHINGTON ST. GRIDLEX CA, 95948 FROM: MITCHELL'S BUILDING MATERIALS PHONE (530) 846-4409 FAX (530) 846-0490 TO - DATE: */ 4-:20 PAGES: SUBJECT: PAGE 01 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 QVUSE " 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: ' Phone: Mailing Address '.7�j�l� 16. What type of wall covering will the building have? OVER 1 of 2 Site Address: /L Assessor's Parcel Number: Ty -- 3fL0� � - �, 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? - "" " " `YesNo S ❑ 1 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 - line tank or 10' of leach s? _ Yes 171 No 7. Is any portion of the structure located closer than 20to your front property line? Yes ❑ Nof 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? Yes ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water clo§edtoilet? Yes ❑ NoR 13. Will this building have a sink? Yes ❑ N 14. Will this building have a water heater? Yes ❑ N 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? 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 batiiroom'and no heating or cooling). 1 1 2. KPrivate Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by eption) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage 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 tp 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, 10 Game Room ` ' Q Study'' +$ ' ta' t„ J ❑Library ❑Bonus Room , . , ❑ Playroom • ❑ Dent, i ,it Studio, ❑ Artist Studio • ❑ Hobby Roomy - ❑ Craft Room--' .� ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room . ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop I ❑ Home Occupancy 2 ❑ Other — Use = 1. Describe type of Workshop 2. Must be approved by the Butte county Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. y 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 Nearby affirm under penalty of perjury that the above information is we 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:: 401 t :4,j . 2 of 2 National Pollutant Discharge Elimination System NPDES) Phase II & SWPPP Non -Certification for Project # O3 23 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. L 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, fiuther, certify that this project will not disturb more than 1 acre of land. I have also reviewed the BestManagement Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate Mes 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. K at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BWs 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. 01), 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 iii 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 belied that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan .�rY,-+c +a+r��.+.r',�e...,...s .,,�.,�,,,,...�^•N*:v:n.: i�.,'i�e `y.'rPrY':T�"r': �^1.�'.'�"tl,; N^v`,,,"Nr*�+r" t,f -.. ...ry-.v9..: �...}...n ..re �,....;r^r;�."'Ss,74`:q.�,..•aitt»w.+*aF;.l.•.>.rw'[ti.. 7.: a 42-34-51 91-4166-B `r BALGOOYEN, Bruce .A, 3363 Bay Avenue, Chico (reroof/SF) Ely Roofing i t ....'c'+*_rfi."",ae;�w."w;+v7ny*zr-ara'^^�- -v+�r-,..,,,,.� � _.�- ,,.i.L,..,a►-;�....�9a '�ys�C4�'..a�-jAc + se•�+'r.� .- .,r -s .-.,.. ' -COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ., PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 42 -34'51 ZONING 1 ,, 1 - BUILDING PERMIT OWNER BruCe Be oo en TELEPHONE : SQ. FT. OCC. BUILDING GGVALUATION -33 60 780.000 OWNER'S MAILING ADDRESS 3363 Day Ave. Cflico 95926 CONTRACTOR'S NAME Ely Roofin TELEPHONE 343-7663 CONTRACTOR'S MAILING ADDRESS P.O. Box 704 Mco 95977 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$11980.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee 07.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 52 50 PLUMBING PERMIT Filing Fee 15.00 3363 Bay Ave. CHico Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New EJ Addition❑ Remodel❑ Utilities❑ Installation❑ Other Describe work: Reroof _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 72' )?G License No. Classification r, ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.OR ACDNS, l /ACC. BLDGS. DWELLING OCCUPM 3.64sq.ft. NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS a (SINGLE OUTLET CIR, Ex. Occup( OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS P(RESID )FIXED APLNS.REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. V f I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ,� Date 1-2,43191 Signature of Appl am – Owner ❑ Contractor El Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P OCC CONST TYPE TOTAL FEE$52.50 HAz I DFEES I IMP I FLOOD I CDF I PARCEL I PD HD ISS This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do have been paid. work indicated above for: which fees 1. ' DIRECTOR�OF PUBLIC WORKS By ' .., f :. f ,+ ... �; r Date PERMIT EXPIRES' Date In r3 103115 Receipt No. WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMI N0. A n i ASSESSOR PARCEL NUMBER 42-34-51 ZONING BUILDING PERMIT OWNER Bruce Bal oo TELEPHONE SQ. FT. OCC. BUILDING VALUATION 33 60 1 980.00 OWNER'S MAILING ADDRESS 3363 Day Ave. CHico 95926 CONTRACTOR'S NAME Ely Roofing TELEPHONE 343-7663 CONTRACTOR'S MAILING ADDRESS P.O. Box 704 CHico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,980.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $37.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 52.50 PLUMBING PERMIT Filing Fee 15.00 3363 Bay Ave.- Hi Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF ❑X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation❑ Other 0 Describe work: Reroof Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000A1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professionp Code and my license is in full force and effect. License No. � Classification Cnx -FIXED ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason DWELLING OCCUP.N\ NEW CONST.OR ADDNS. ( ACC. BLDGS. // _37.50 3.64sq.ft. NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS (RESID ILNS.RE A.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department � a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again=ty in consequence of the granting of this permit. X /z/vi Date_ Signature of App ' ant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 2.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUF This permit is hereby issued under the sions of th utte County Code and work in ca ed abo f which f DIRE F P BLI By PERMI EXPIRES Date applicable provi- or r solutions to do s ve been aid. p RKS 14 ate Receipt No. 103115 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT '� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION {{ . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLPATF6N DATA SHEET Permit No. OWNER G�� Oo T A. P. Proposed Building Use , Z426)107'� Building Inspector Date �Z 3 71. ti'of permit application, I was advised the following data must be submitted prior to permit processing', and/or issuance:: DATE RECEIVED APPROVED All items have been submitted . .................................... 3. 4. 5. 6. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. Plot plans in duplicate/triplicate, signed by preparer of plans. . . Complete plans in duplicate/triplicate, signed by preparer. of plans . . Complete engineered plans and calcs, with wet signature on plans .. Hazardous Material Form .......................................... Energy Design Compliance and supporting documentation ......... Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions....................................................... Fees of $ Chico Urban Area fees paid ....................................... Parkfees paid .................................................... School District fees paid .............. Sanitation approval from Health Department City of Chico plumbing permit ..................................... Plot plan and business license approval from City of (see City for other requirements) Planning approval for (A) Use: (B) Parking: ...... Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization .................................. . When you issue the permit, process as follows i I to owner. Mail to contractor. Telephone and hold for pickup at`' office. Deliver w/inspector. Other Applicant JLLDate Copy of Haz-Mat form sent Health Dept. Fire Dept. --Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date By The following data d prior to permit issuance: (Circle n ked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Sets of plans on hold in Copy—DPW. 0 Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR A EL N Be -- S ZONING y BUILDING PERMIT OWNER _ I , //(/// A4 Z_. TELEPHONE TELEPHONE SQFT. CC, BUILDING VALUATION OWNER'S MAILING OR � � �. q�� / CONTR CTOR'S NA }}yy.�.. TELEPHONE/F/A TELEPHONE 3 3 760 CONTRACTOR'S MAILING ADDRESS d 4 (�"H ( C 0 (h TSg7i Fireplace CONSTRUCTION LE DER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ -71 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT" Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New F-1 Add ition❑ Remodel❑ Utilities❑ Installation❑ Other Describe work: dC-T A_ d Q f� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): )• ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.SI\ OR ACDNS. ACC. BLDGS. II 3.60 sq.ft. NEW R SID, BRANCH NON.RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 16d FIXED APNS Ex. Occup. OUTLETS PIRESIO IKEA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g od HrPermIt 6.50 tilation Fee $ Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date SignDture of Applicant - OwnerE]Contractor Agent ❑ ❑ An OSHA ion of structures toverr3gstoriesoin height.ons over S'0" deep and demolition or construct- Mobile Home Installation Fee S Ener Inspection Fee $ Energy P Occ CONST TYPE TOTAL FEE $ Sa 1 HAz 1 0FEES I IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. �) WHITE-D.P.W.. YELLOW-A3e E330R. PINK -INSPECTOR. GOLDENROD -APPLICANT ount IAN OF NJATURAL WEALTH AND BEAD - _ BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541' -FAX: (916) 530-2140 _ — July 20, 1995 - - Coldwell Banker Dufour Realty PAX may; Pow. Doug Sundby • SuNDS) 1350 E. Lassen Avenue 33-8233 Chico, CA 05026 A+�1 D "4,q- 0&16 . RE: Permit History 3363 Bay Avenue APN 042-340-051 FaX�aL- 7�-sa�`1r Dear Mr. Sundby, The following permits have been issued at the above referenced parcel; 1 • 321-72B & 3220-72P were issued and finaled in 1972 to convert garage to living g 2. 91-4166 B was issued in 1991 and finaled in 1992 to re-roof structure. No other permits have been applied for or issued on this parcel from the BuildingDivision. rvision. Q Micliael C. Yieira, C.B.O. Manager, Wilding Division buit—JR j An indepu;,,'- . '.),.-.,ned and Operated Member of yu.6,,. t: Re Atfiliates, Inc- 10.372 P061/002 °,Cuc SUNDBY R96-3121 (B) 12-4025 (R) ?i1&i95 03:20, COL.'1�' (l{`x^r?�� 1`r�'k �+ 2140 NO.372 P002/002 Mtc: To: 1 l LDi T• l:r�,lL BAN 1 ICE,R- DW � {V ,lt • 1\.i:tALTY Y 1350 E. Lassen, Suite 1, &Jco, CA, " 95926 Fax 916-.34M233 ."' P1c:s, irclud3»�flikover Shea, are being tn. nsmittccl, Any problems, s, c:.I1916-895-1,545. Thank you. A ddiffb=i Conimunts: Original wiu follow. �1'Ica,Sc crntact by phone Nvizcn received ------- PIelix sign aiAd fax 13 i.� c4�� r shW AS 3 roceipfofthn enti o faxed tr.-w=issioj. Sic_ civcr:ntle rax to CdKcl! Laril,�Zr Dul"OurRefilt.y 343-8233 T}tCS.tf3 1,!7111 a1iZ.1��I.i.EC `i 1itCT I;r 1140 I,!ClIded r'Mlr:cfv4 :'! !1^.i iti�•�'('- Ttyet~ iiav� cecc:':c.t!l:i�:,::trtr tistt;a,loi� ;ea Ei`?x.nl��;l.'t;: "t�`Ciu'Y i.r� 11Y1h.1 r7'4i bLY, and Sel, �U �'4u Ih !`: ^L+C. Nit'. Y; (ii �, 'i au ;,rc tterrh iic,tf;rea tltfit lrya�t are ��r file !lst�r:let! rctfnlrnt, :try tsitctaul r� t!lsse!!!lt2a2latl, rotsyillnorf:lt(Ilcrr�1ttl,,n,ar�1li�t::ltzi»Isslall t'RJY!(aITRD.