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073-120-012
07.3-/�20-o / c 073-120-012 05-27.03 j� GEORGE, DANIEL t = OWNER RD, OROV ILLE Cont:ont: O OWNER i -NW (MSTR 01-71) 5 - 6J-ot/ j 073-120-012 06-1083 { GEORGE-DESVAUX, DAN-SAMMIE f 2610 FORBESTOWN RD, OROVILLE Cont-. OWNER 0 _ WINDOWS(2) • 5-12-��e 9 � 1 ° Butte County Department of Development Services NOTES 7 County Center Drive, Oroville, CA 95965 (530)538-7601—.0gttecounty.net/dds RESIDENTIAL M APN: _—P_errnit.No_ _ 073-120-012 06`1083 1 Owner. _ GEORGE-DESVAUX, DAN:SAMMIE _, Site Address: 2610 FORBESTOWN RD, OROVILLE ` -Cont: OWNER-- - - ------�--� Contractor. WINDOWS(2) Type of Permit: 05--22,63 5-3 A-ck SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS . VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: J' ' SIGNATURE: CHECKED BY r=OK 0 - Not OK MANUFACTURED HOMES MISCELLANEOUS'., DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/0-Concrete 4 Wtr; Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-Clrncs-Grad 'Am -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑p or LP ❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marrlage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers '----DATE D E C K S•C O V E R S•C A R P O R T S'G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SollsSz-0pthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails .. 4 Wood Awn; Posts- � Beams4ftsnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSpllce-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses .9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Rooflng 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATE JPOOL.S 1 Setbacks -Easements 2 Solis; CompacUonStructure Stability 3 Pool. Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 1S Vohs-GFI 6 Elec.Enclsrs; Conduit Entries -Terminals -Listed 7116c Bonding; Metal w/5'-Crcitng Egp-Htr 8 Elec Gmding, Eqp w/5'. Crcltng Eqp-Pool Ightg Boxes4n6lsrs-pnlb6ards4nsultn to Main Conduit :9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board.or. Slide d41 Pool Drawing o=OK 0 = Not OK RESIDENTIAL (Single & Duplex) 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SollsSteel-Elec Grnd Fig Dpth 4 Fig Parches/Decks; SollsSteel Fig Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12, Elec Undrgmd 13 Plenums & Ducts; Cimc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Acc & Vntltn " 16 Insulation 00 00 DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & flr Nailing 20 Draft Stop in Walls (rat proof)' 21 Fire Stops,'Furred CeilingsStairs-Chasers-Tubs 22 Headers & BeamsSi &' Bearing" 23 Hangers -Post Caps-Anchrs 24 Ceiling Joist-Rftr Tles-Purlln-Roof Brac-TrussShthg 25 Frpic Ties or Type A Flue-Frpic Throat Cimc 26 Attic Acc; Sz &'Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtcfri Framing -RC Channel 29 Prprty Line Firewall ,& Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis 38 insultn-Walls-Ceilings 39 Infiltration -Walls -W ndws �0 0,ys oa' rya DATE ELECTRICAL 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cites in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz , Q CU or 0 AL AC Wire Sz ga Q CU or FIAL 48 Range Circ ga Q CU or [::I AL Oven Circ ga [:ICU or QAL Insulated Neutral Q Yes Q No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet LtShwr Lt -Spa Lt 52 Smoke Detector �s} 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nall Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tuti & Shwr, 2nd flr - Tub Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas.Plping 00 DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrnw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrin If Furnace In attic d� 00 vT FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handraiis 74 Frpic or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd Air -Gap -Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Dud In Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Lorin 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drne & Wood -Earth 86 Clmc Drnge Planters [] Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frpic-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 92 VnUtn thru House 93 Glass Prtctn 94 Corrections from previous Irispctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 0 17 NOTES. RESIDENTIAL ' PERMIT NO. �- bl SOS— oeDT/nI� P.�7 G�3 - fi�(`� 073-120-012 05-2203 �-EORGE, DANIEL ORBESTOWN RD, OROVILLE t MA70AAI ���d� �Ar� ICi► � � w�� Cont: OWNER F MSS RR11-71) s T C4-eJ C. �•L6P gy C'0,4_rAA,-:%rQA, - it 1 rl . .f SPECIAL CONDITIONS - _ r • CHECKED as r T±BY SRA-" FLOOD CERTIFICATE REQ. �rt • .` FIRESPRINKLERS REQ r M # SPECIAL'INSPECTION, ITEMS VERIFY a USE PERMIT CONDITIONS i`•.+=� SUB -STANDARD HOUSING LETTER Y _ OFFICE COPY 1 Address •rl • GAS. •�-el-(� • i. 1 MeterBy Date tt� ELECTRICw � f Meter By Dat .. .\\ JOB FINALED (Date) Signature '' J=OK 0- Not OK _ = NotReadyApplicable MOBILE HOMES . =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch • 3. Sewer, Location -Test -Fall -C/O -Concrete , 4. Water. Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ft1 /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 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. Verify #'s with Office 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 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI j 6. Elec.: Enclosures: Conduit Entries, -'terminals -Listed 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 = OK = Not OK = Not AppffmWe = Not Ready RESIDENTIAL (Single & Duplex) Date UNDF.JrtFLOOR (Plans) OK except #'s Main; Soils-Elec. Gree. /,1L- !" Ft Garage; Soils-Steel-Elec. Grnd.-/ Porches & Decks: Soils -Steel-/ Anchors WrD.W.V.; Fall-Frtting-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 W-bl -0 Pard B -1r Datta Card B-1 Date 4J , j 0jrCard,B;Y Date Card B-1 Date PLUM111MG (P rmitl OK except #'s MVgter Htr.; V - ccess-Combustion Air Baffle Cky-ftter Pi Anchor -Nail Protection 1 D.W.V., rttings & Anchor -Nail Protection M. Show Pan: Test. first. Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 U Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTR (Permit) OK except #'s 2 ' ud Transformer Clearance -Ins. Protection 2 e�_Receptacles Spacing -Lights & Switches at Doors 2 . iiep-oxes & No. of Conductors Stapled/ 2 . omex Installed Close to Edge of Stu s & C.J. (2PAuig,Gmund made up w/Meth Fasteners and Gas & Water liance Circuits in Kitchen & Conductor -Mize FI b Wire Size/ /ga. Cu or AI -XC. Wire Size/ /ga Cu or AI 31 ange Circle/ /ga Cu or Al -Oven Circ_ / /ga Cu or AI Ins leted Neutral O Yes O No 3 . S ice=Riser Conductors & Ground Main Disconnect 3 uip. Clearances Panels -Motors -Meeh. Equip. . 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date j-,�13-(7(p Card B-1 k.)6 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH AL (Permit) OK except #'s Lb C.. Ducts Insulation & Support 3 ent Fan. Exhaust above insulation 3 ndensate Drain & Overflow, Size & Grade 3 ace -Vent cess -Comb. Ait-Return Air Vent 115 Outlet 40. ccess & Platform if Furnace in Attic Date - �%- Card B-1 u Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & ors Ns Studs -Nailing Spacing & Braces -Plates -Sound 45"'Bearing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chaser 4 - Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps-Anchors-Connec 48. Cling. Joist-Rftr. T off Bra : Truss- ting: Rfng. 49. Fireplace Ties qf Type A Flv4KFireplace Throat Clearance 50. Attic Access; Si,omex Protecti =Draft Stop -Ins. Baffles 51. Bdrm. Win or Exiting Doo -Sill Ht & Diamfsions -r-52-2Garage Fire Protection Framing -RC Channel x`53. Property Line Firewall & Openings 54. Ext Doors -One T -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 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59) Glazing Area -Glass Protection -S lights -Plastic hear Walls; Nailing -Bolts 61. Brace interior/Exterior W 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Z 1�j"Card B-11,4- Date Card B-1 Date Card B-1 Date Card B-1 Date (Plans) 0K except #'s Steps -Door & Sidelight Protection -Landings Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - Garage; Above Floor -Ducts -Meeh. P 'tection, edroom Exiting W. G.F.I. & Bath Fixtures & Tub Access -Spa W. Elec. Trim & Subpanel, Breaker Sizes & Labels rrs & Rails Fireplace or Stove, Clearance -Hearth '12. Aec. Outlets at Wood Panel, Int & Ext. 7 . h. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance E!RfOutlets & Receptacles at Kit. Counter �Uj^laarage Fire Door, Swing -landing -Closure 76. ff C. Duct in Garage -Damper 7� Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jo Garage; Above Floor -Meth. Protection 7 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 Drainaqe & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld/Drive O Yes O NoMalks O Yes O No/Planters O Yes O No 84. 1 j5tucco Brown -Finish Wr A.C. Unit Disconnect, Electrical -Plumbing aVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8'T. Water Well, Disconnect, Electrical, Plumbing 88. ✓Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 91. Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. Plater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates S. Address Posted Fire Sprinkler Dates Card B-1 Date Card B-1 Date ' Card B-1 Date Card B-1 Date Card R-1 Date Card B-1 Comments at Final: wAwqn"N•'d'^.lip +—vz'aw+G.+-..`r�o�a"UlP"'sA„a.,✓R!J^".�a.��*T;aew js:.+•iMti,r .�. ti fwrt f. . i •i�� . r CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO. BUILDING CONTRACTORS 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 v VAA. ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 tk' 1 �n DATE INSULATION COMPLETEDOk w ( square feet) ( square feet) ( square feet) TYPE OF INSULATION TYPE OF INSULATION 'TYPE OF INSULATION MATERIAL MATERIAL MATERIAL I FIBERGLASS • FIBERGLASS ` FIBERGLASS FORM BATTS FORM BATTS A BLOW FORM BAITS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER, - MANUFACTURER' . r CT OCF KN CT OCF F��f�K, »N�,, CT OCF KN aA BAGS 1 ' N. R -VALUE-. APPLIED R -VALUE APPLIED MIN. INSTALLED WEIGHT PER R -VALUE APPLIED = ' INSTALLED THICKNESS INSTALLED THICKNESSSOUAREFOOT INSTALLED' THICKNESS 17 iq KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE ` MANUFACTURER K; r FIBERGLASS BATTS CT OCF KN . •r AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEWINSTALLED IN CONFORMANCE WITH APPL'ICABLE'CODES;' ,MATERIAL STANDARDS AND REGULATIONS ', ; ' s •� r� r 'cwt q_"' a SI \�- IR �fJ ULATI N tONTRQCTOR A U L{ TI "' �/qf �l ( � � f% � C(/i\ 41 /l C' (1 DATE jj �.v j, ,r L SIGNATURE' GENERAL CONTRACTOR . y �� .,, . TITLE DATE REMARKS r� • m t WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy a °t L �l ti's IIIII II I Illl�I c0{11pOpu8 t 1111111 IIT �III� �IIII I; I��I IIT II I I��I LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1&BTR 1- 4, 7- 8 2x 6. DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DF STAND 1-11 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. Loads as given (2)C -1.5x2.6 or equal at uprights (UON). 24-00-00 TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE= 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 321- 4.8" TO 421- 0.0" V BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. REPAIR FOR FURRING TO MOVE 2 3/8" TO THE LEFT. ATTACH 2X4 DF STAND ADD-ON TO ONE FACE WITH (3)16d NAILS AT EACH END OF ADD-ON.DO NOT CUT OR DAMAGE STRUCTURAL CHORDS. 12 5.00 C-7x7.7(S) C -2.5x4.3 C -7x7.7 24-00-00 C -2.5x4.3 12 Q 5.00 0.25" 3 C -7x14.5 C -1.5x3.4 ) C) C -5.5X14.5 + l o)LC-2.5x4.3 C -3x7.7 3) C> C -2.5x4.3+ x3.00 MOVE/8/8" 3.00 C -7x7.' C -5.5x7.7 12 2X4 OF STAND ADD-ON 12 L L L 8-00700 L 34-00-00 L 8-03-08 L 16-08-08 L 16-08-08 8-04-04 18-03-12 21-04-00 C -1.5x3.4 6-00-00 6-03-08 Trans ID:131409 7 7 n 11T.1-7 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 W10= 3617 T 2= 949 B 2= 409 W 2= -2244 W11= -713 T 3 -1733 B 3= 1722 W 3= 1279 T 4= -2144 B 4= 2707 W 4= -747 T 5= -2413 B 5= 2234 W 5= 252 T 6= -2878 B 6= -445 W 6= 1362 T 7= 712 W 7= -567 T 8= 587 W 8= -274 W 9= 421 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2225 RIGHT = 2725 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.56 DF / 5.50 HF / 5.24 SPF BRG @ 42'- 0.0" 4.36 DF / 6.73 HF / 6.41 SPF MAX LL DEFL = 0.020" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = 0.069" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.089" @ 25'- 0.0" L/240 = 1.671" MAX TL DEFL = -0.247" @ 30'- 4.7" L/180 = 2.228" MAX LL DEFL = 0.015" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.059" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.072" @ 11 MAX HORIZ. TL DEFL = 0.200" @ 11 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 e noted: hown. bottom chords to be laterally braced at Ispectively. I brat ngg reqGuired where shown + + :pponsibifity of the respec8ve wntractor. [o be used in a non corrosive environment, use. at all supports shown. Shim or wedge if Irainage isprovided.,, lth faces of truss, and placed so their center ar lines. I i inches. ie CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. EXP. 3/31/07 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (0) WARNINGS: General Notes, unle 1. Read all General Notes and Warnings before construction of trusses. 1. Design to Suppor 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes FILE NO.: 7 Warnings before construction commences. 2'-0" o.c. and at 3. 2x4 compression web bracing must be Installed where shown +. 3. 2X4 Impact bridg DATE: 1/26/2006 4. All lateral force resisting elements such as temporary and permanent bracing, be designed 4. Installation of tru 5. Design assumes must and provided by designer of complete structure. and are for "dry r CompuTrus assumes no responsibility for such bracin p P ty e 6. Design assumes 6. No load should be applied to any component until after all bracing andnecessary. DES. BY: EE fasteners are complete, and at no time should any loads greater than design 7. Design assumes loads be applied to any component. 8. Plates shall be l0 S E 2667512 6. CompuTrus has no control over and assumes no responsibility for the lines coincide wit 9. Digits indicate si; Q • fabrication, handling, shipment and Installation of components. 10. For basic des'4n 7. This design is furnished subject to the limitations an truss designs set forth "C', see I.C. Big by TPI in NIB -91 or TPIIWTCAin BCSI 1.03 copies of which will be furnished 11. The CompuTrus, by CompuTrus upon request. designator (18) II C -1.5x3.4 6-00-00 6-03-08 Trans ID:131409 7 7 n 11T.1-7 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 W10= 3617 T 2= 949 B 2= 409 W 2= -2244 W11= -713 T 3 -1733 B 3= 1722 W 3= 1279 T 4= -2144 B 4= 2707 W 4= -747 T 5= -2413 B 5= 2234 W 5= 252 T 6= -2878 B 6= -445 W 6= 1362 T 7= 712 W 7= -567 T 8= 587 W 8= -274 W 9= 421 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2225 RIGHT = 2725 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.56 DF / 5.50 HF / 5.24 SPF BRG @ 42'- 0.0" 4.36 DF / 6.73 HF / 6.41 SPF MAX LL DEFL = 0.020" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = 0.069" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.089" @ 25'- 0.0" L/240 = 1.671" MAX TL DEFL = -0.247" @ 30'- 4.7" L/180 = 2.228" MAX LL DEFL = 0.015" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.059" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.072" @ 11 MAX HORIZ. TL DEFL = 0.200" @ 11 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 e noted: hown. bottom chords to be laterally braced at Ispectively. I brat ngg reqGuired where shown + + :pponsibifity of the respec8ve wntractor. [o be used in a non corrosive environment, use. at all supports shown. Shim or wedge if Irainage isprovided.,, lth faces of truss, and placed so their center ar lines. I i inches. ie CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. EXP. 3/31/07 1111111 1 .11 1111CompuTrus_ Inc. TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12"OC. UON. 21-00-00 12 5.00 C-5.5x6(S) 0.25" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. REPAIR FOR 1/4" GAP WHERE SHOWN.SHIM TIGHT AT GAP AND ATTACH 1/2" OSB TO EACH FACE WITH 3"X.131 DIA. GUN NAILS STAGGERED AND CLINCHED AT 2" O.C. THROUGHOUT. DESIGN ALSO ADEQUATE FOR 1/2" DIA. HOLE WHERE SHOWN PER WESTERN LUMBER GRADING RULES.. 21-00-00 C -2.5x4.3 C -4x11.9 n C-5.5x6(S) 0.25" 12 Q5.00 + C -1.5x3.4 1. Road all General Notes and Warnings before construction of trusses. C -3x6 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 11 .-t LUMBER SPECIFICATIONSTRUSS SPAN 42'- 0.0" UBC 97/TPI SINGLE MEMBER FORCES 4WRGD DATE: 1/26/2006 must be designed and provided by designer of complete structure. and are foru "dry condition" of use. DURATION INCREASE = 1.15 + T 1= 356 B 1= -253 W 1= -817 W 9= -828 SIZE SPECIE GRADE PANEL(S)^ACED 24.0" O.C. T 2= -654 B 2= -295 W 2= 792 W10= 601 a 3.00 18" C -4x4.3 TOP CHORDS: ga. ga. T 3= 117 B 3= 584 W 3= -125 W11= -431 2x 4 DF #1&BTR 1- 7 LOADINGr4 T 4= 56 B 4= 216 W 9= -615 13-08-08 24-00-00 BOTTOM CHORDS: LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0-PSFT 5= -599 B 5= 967 W 5= -350 2x 4 DF #1&BTR 1- 6 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1516 B 6= 1588 W 6= 679 WEBS: TOTAL LOAD = 41.0 PSF T 7= -1811 W 7= -862 2x 4 DF STAND 1-11 W 8= 787 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12"OC. UON. 21-00-00 12 5.00 C-5.5x6(S) 0.25" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. REPAIR FOR 1/4" GAP WHERE SHOWN.SHIM TIGHT AT GAP AND ATTACH 1/2" OSB TO EACH FACE WITH 3"X.131 DIA. GUN NAILS STAGGERED AND CLINCHED AT 2" O.C. THROUGHOUT. DESIGN ALSO ADEQUATE FOR 1/2" DIA. HOLE WHERE SHOWN PER WESTERN LUMBER GRADING RULES.. 21-00-00 C -2.5x4.3 C -4x11.9 n C-5.5x6(S) 0.25" 12 Q5.00 CANT @ 4'- 0.0" LEFT = 949 RIGHT = 966 INT. = 1529 @ 18'- 3.5" BEARING AREA REQUIRED (SQ. IN) BRG @ 4'- 0.0" 1.52 DF / 2.34 HF / 2.23 SPF BRG @ 18'- 3.5" 2.45 DF / 3.78 HF / 3.60 SPF BRG @ 42'- 0.0" 1.55 DF / 2.38 HF / 2.27 SPF MAX LL DEFL = -0.006" @ 0'- 0.0" L/120 = 0.400" MAX TL DEFL = -0.015" @ 0'- 0.0" L/90 = 0.533" MAX LL DEFL = -0.015 @ 11'- 10.1" L/240 = 0.685" MAX TL DEFL = -0.031" @ 11'- 10.1" L/180 = 0.914" MAX LL DEFL = -0.051" @ 32'- 6.4" L/240 = 1.171" MAX TL DEFL = -0.105" @ 32'- 6.4" L/180 = 1.561" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 42-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#11) + C -1.5x3.4 1. Road all General Notes and Warnings before construction of trusses. C -3x6 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 11 .-t 2'-0" o.c. and at 12'-0" o.c. respectively. C - 5.5x6+ 3. 2X4 Impact bridging Or lateral bracingQ reyTired where shown + + 4 Installation truss the the ,1 0 of is respective contractor. res Ons use i 5. Design assumes trusses are be used in a noncorrosive environment, DATE: 1/26/2006 must be designed and provided by designer of complete structure. and are foru "dry condition" of use. 0 p 6. Design assumes full bearing at all supports shown. Shim or wedge if C -3x4.3 18 necessary. DES. BY: EE C) C -3x7.7+ -5.5x61/4". GAP C -2.5x4.3 C -4x4.3 SEQ. : 2667511 6. CompuTrus has no control over and assumes no responsibility for the fabrication, 9. Digits indicate size of plate in inches. C -4x6+ k� C -3x9.3(8) 1/2" DIA. HOLE by TPI in HIB -91 or TPI/WTCA in BCSI 1.03 copies of which will be furnished by CompuTrus upon request. 11: The CompuTrusNet Section Plate is indicated by the prefix "CN" the designator (18) indicates 18 material is used. All others are 2b a 3.00 18" C -4x4.3 ga. ga. 12 # PROVIDE FULL BEARING. �4-03-08 13-08-08 8-00-04 15-11-12 4-00-00 14-01-12 23-10-04 4-03-08 13-08-08 24-00-00 CANT @ 4'- 0.0" LEFT = 949 RIGHT = 966 INT. = 1529 @ 18'- 3.5" BEARING AREA REQUIRED (SQ. IN) BRG @ 4'- 0.0" 1.52 DF / 2.34 HF / 2.23 SPF BRG @ 18'- 3.5" 2.45 DF / 3.78 HF / 3.60 SPF BRG @ 42'- 0.0" 1.55 DF / 2.38 HF / 2.27 SPF MAX LL DEFL = -0.006" @ 0'- 0.0" L/120 = 0.400" MAX TL DEFL = -0.015" @ 0'- 0.0" L/90 = 0.533" MAX LL DEFL = -0.015 @ 11'- 10.1" L/240 = 0.685" MAX TL DEFL = -0.031" @ 11'- 10.1" L/180 = 0.914" MAX LL DEFL = -0.051" @ 32'- 6.4" L/240 = 1.171" MAX TL DEFL = -0.105" @ 32'- 6.4" L/180 = 1.561" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 42-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#11) WARNINGS: General Notes, unless otherwise noted: 1. Road all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 11 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 2x4 compression web bracing must b" Installed where shown +. 3. 2X4 Impact bridging Or lateral bracingQ reyTired where shown + + 4 Installation truss the the 4. All lateral force resisting elements such as temporary and permanent bracing, of is respective contractor. res Ons use i 5. Design assumes trusses are be used in a noncorrosive environment, DATE: 1/26/2006 must be designed and provided by designer of complete structure. and are foru "dry condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if 6. No load should be applied to any component until after all bracing and necessary. DES. BY: EE fasteners aro complete, and at no time should any loads greater than design 7. Design assumes ade4uate drainage is provided. loads be applied to any component 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. : 2667511 6. CompuTrus has no control over and assumes no responsibility for the fabrication, 9. Digits indicate size of plate in inches. handling, shipment and Installation of components. 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.D. R.R. 4211. y by TPI in HIB -91 or TPI/WTCA in BCSI 1.03 copies of which will be furnished by CompuTrus upon request. 11: The CompuTrusNet Section Plate is indicated by the prefix "CN" the designator (18) indicates 18 material is used. All others are 2b ga. ga. EXP. 3/31/07 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061083 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 05/10/2006 APN: 073-120-012-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2610 FORBESTOWN RD ORO Date: Contractor: Map Index: Description: WINDOWS 2 OWNER -BUILDER DECLARATION I 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: GEORGE DAN C & DESVAUX SAMMIE M to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 6387 LINCOLN BLVD 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966-7716 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).): Id 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: GEORGE DAN C & DESVAUX SAMMIE M 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 6387 LINCOLN BLVD year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of sale.). 95966-7716 ❑ 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 not apply to an owner of property -who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code Y S Date: Own WORKERS' COMPENSAT 0 ECLARATION 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 License #: Labor Code, for the performance of the work forwhich this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy #: Total Square Ft: 0 S.F. O" 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: 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 provisions. (rthose 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 �i•��.{ code, interest, and attorney's fees. � /,G�.�., CONSTRUCTION LENDING AGENCY This permit is her by issued under th ap icable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti histo d work indic9ted a ve r which fees have been paid. performance f th ork for wh" is permit is issued (Sec 3097 Civ.) //� By Date: S / (J ��0 Name: yl �: ( / n PERMIT EXPIRES ON: %� / Address:il 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 cwrzect, and that I am the owner or the duly authorized agent of the owner. I 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 authorizer r ntatives of Butte unity to enter upon the above mentioned property for inspection purp e Print Name: L.©(—Signa re: O Date:' fs)'6wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 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 Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATI Last Na a irst a Address r City c r �D Stat /t /v Zi Phone — Fax E-mail Lic. # APPLICANT INFORMATION CONTRACTOR Name CityO (Z9 v l Address d� City A State Zip Phone Zip Fax E-mail Fax Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name CityO (Z9 v l fmoc d� Address A City Type Const. State Zip Phone Page Fax E-mail State License Number APPLICANT INFORMATION Name C _Axn Address cl q CityO (Z9 v l Stahl \<v SRA Phone — Fax E-mail APPLICANT SIGNATURE X For office use o AP# Zoning Cit Flood Zone SRA I Yes I No Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMSOUILDING FORMS1BIdgApplSubRgmts.doc PERMIT NO. BP BIN # PROJECT LOCATION AP# Pro erty Address (( Cit Cross Street V r, e ,;1 WORKER'S COMPENSATION Policy Number Carrier 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 Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ 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 Date, _ //I 66 Total I I Page 1 of 2 REV 8-12-05 Received by: Amount: �t/t'J� Bldg SRASheriff Receipt #: `7 ` /� SMTP I Date, _ //I 66 Total I I Page 1 of 2 REV 8-12-05 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material :Form (for Commercial Buildings only). 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. O 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. O Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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.doc Page 2 of 2 REV 8-12-05 BALANCE OF FEES SFi= DATE: PERMIT: /y% _O ASSESSOR PARCEL #: ---- rj� OWNER'S NAME: FEES: (Amount and Purpose); BALANCE.OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ C� SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ OTHER - $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: v TOTAL VALUATION: $ ADDITIONAL VAL- $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL COMMERCLAL Matthew Robert McKisson., Architect 1490 Highway 99, Suite l3, Gridley; CA 95945 Fax 530-346-6353 Tel 530-846-6376 Butte County Building Department RE: Master Plan 0 1 -71 2310 Square foot Single Family Dwelling To whom it may concern, This letter is to authorize Dan George and Rock Leanord to obtain a stamped copy of the approved Master Plans referenced above. If you have any questions please feel free to call me. Sincerely, ti Matthew McKisson, Architect 0 -.; 81Z 01/19/2006 03:54 5308466358 MCKISSON PAGE 01 t Butte County Building Department Oroville, CA January 19, '2006 To who .it may concern, .Matthew McKisson, Architect of Record, Rock Leonard and Dan George, Contractors have my permission to obtain a copy of the Master Plan 01-71% If you have any questions please feel -free •to call me, my cell phone is 530.330-0834. LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERSC� NAME_ b �/&el�7 , �///r' C PRINT LAST NAM FIRST ADDRESS /LOCATION: - O -O p_ es Building Permit No. A.P. NUMBER Zf — ►7ok53 A6T F=YZoAjj— EfTow N COUNTY ZONING 1� DESIGNATION: �� S / 1 FLOOD MAP: f FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL 1 PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION:_�� 1 � f (p 3 DEED REFERENCE:_ 2.7 E) S pew 3-aA .( LEGAL'ACCESS PROVIDED: YES NO LEGALACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: WAS .37-61-4_3 -4--- h/i}S 3-7-36-7v C ASs MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? • (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current. E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. —5. Maintain a ft. leachfield setback from t —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. AT Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and'mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. SITE PLAN REVIEW APPLICATION Date: U .'`2 " U AP# Permit Number (if applicable) K l� Bin Number APPLICANT INFORMATION Parcel Size: .lo _X d Owners Name: �' S 3 A s� Owners Address: Telephone No.: �r j S`� Email: Situs Address: iL�-Oscb� Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ 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 0 Septic ❑ Agricultural Exempt Building ❑ Other: Brief 'Explanation (if necessary): ❑ Single Family Remodel , ❑ Commercial Remodel ❑ Industrial Remodel Well Agricultural Buffer Form ❑ Applicable ❑ T N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: E Snow Load Area: - 1)GW * �-06 0 A ❑ 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) i Flood Zone: X . • Flood Panel No.: O Y60C. Index Date: ❑ 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: A — %P-PIHL Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Donn7. rf Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �� s Side Side Street Rear r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Donn7. rf Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map`Special Fees Amount . Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pie -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage -on Publicly M&fained Road: Complies with County Standards -for Deed Creati Comments: • . d � Aac4�4 . t Legal Access Provided: ❑ No Yes Legal Access Required ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: Fj No ❑ Yes Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice 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: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision MapfUse 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 T • 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. CALar ys\Building Permit Site Plan Ptviewl.doe v f` - SITE PLAN REVIEW APPLICATION Date: 1— 7 ` O AP# t%7j- 12c)- 0�2 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory6-64 Permanent Second Dwelling" ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel- Trailer, ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ =N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ZPlan Stamped Approved By Date - 1 - ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: CSU(2 - 2,40/0 ❑ 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: �z • Flood Panel No.: Index Date: ❑ 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 Pen -nit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use- Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A - -,�- (4-a) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 216-1 Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ' ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ 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 Deeds: Date of Creation: Legal Access Provided: ❑ No E] Yes Deed of Reference: Z Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County. Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ 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: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 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 road maintenance, and stop sign maintenance. El Is PaaadnfS BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #_ (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52203 B. C. Building Permit 01-16-04 pg 1 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: 10/25/2005 APN: 073-120-012-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2610 FORBESTOWN RD ORO Date: Contractor: Map Index: Description: NSF (2310) GAR (700)MASTER#01-71 OWNER -BUILDER DECLARATION I 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: GEORGE DAN C &DESVAUX SAMMIE M permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 6387 LINCOLN BLVD the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom -and the basis for the alleged exemption. Any 95966-7716 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).): IJl 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 Code: The Contractors' State License Law does not apply to an Applicant: GEORGE DAN C &DESVAUX SAMMIE M 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 6387 LINCOLN BLVD sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of 9596677716 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 not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ lam Exempt under Article 3 of th Business a Professio s Code Date:/0"!Owner: WORKERS' COMPENSATION DE LARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 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 workefs'..compensation insurance, as Architect: required by Section 3700 the,,jabor Code, for the performance of the work for which this perXn is issued. My workers' compensation Engineer: MATHEW MCKISSON insurance carrier and policy number are: Carrier: Total Square Ft: 3010 S.F. Policy #: ❑ 1 certify that in the performance of the work for which this permit is Valuation: $166,950.00 issuep, I shall not employ any person in any manner so as to becpme subject to the workers' compensation laws of California, Census Code: 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. J U Date: • - y�oo2� Applicant.- pplicant:WARNING: 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. O— CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicate above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) n Name: ByffH X) Date: Address:(Date) / PERMIT EXPIRES ON: '10-2-5 - 0 6 ❑ 1 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 8 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. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any fficial form or document (,Butte County. I hereby authorize representatives of Butte County to enter u he above mentioned property for inspection urposes. ��� Print Name: Signature: �) Date: !/ i&wner Cl Contractor Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I Official Records I Count of I But e GROM J. 6RUBBS I liil County Clerk -Recorders I I 011:37AN 18 -Oct -M I REC FEE 16.00 COPIES 6.00 COWORIED COPY 1.00 SA Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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: fA' A, Date �D — d S PROPERTY OWNERS: i State of California ) County of /uflti ) On before me, TG.,e c r �iN» ./V 07cry A4 b/- CL T 62 s6L pvt t%4 c,. Ds✓�vx personally appeared Ujur CA C. Ci- .r, ' 4A►eP S� �.�c IUf_SV4 ulC personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)-t5/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hisfhEr/their authorized capacity(ies), and that by-hisflter/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h and off seal. torSignaZ Seal: , •.ji, _ ____ . _�, ___ .._JAMES LA. M- AR KINSE R COMM. #1377185 NOTARYORNIA A.P. # TE COUNTY " My Comm. Expires Sept. 28, 2006 ,lp %A Order No. 00211666-001 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I -A: THE WESTERLY 3.00 ACRES OF THE NORTH 14 V2 ACRES OF THE SOUTHWEST ONE- QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M. AP NO. 073-120-011 PARCEL I -B: A NON-EXCLUSIVE RIGHT OF WAY OVER THE NORTHERLY 60 FEET OF THE FOLLOWING DESCRIBED PROPERTY FOR ROAD AND UTILITY PURPOSES: THE NORTH 14 %z ACRES OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M., LYING WESTERLY OF THE CENTERLINE OF PONDEROSA WAY AS THE SAME EXISTED ON JUNE 18,1964. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THE EASTERLY 3 ACRES OF THE WESTERLY 10 ACRES OF THE NORTH 14 % ACRES OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THE WESTERLY 10 ACRES OF THE NORTH 14.5 ACRES OF THE SOUTHWEST ONE- QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M. EXCEPTING THEREFROM THE EASTERLY 3 ACRES AND THE WESTERLY 3 ACRES THEREOF. PARCEL I -C: A NON-EXCLUSIVE EASEMENT, 16 FEET WIDE, FOR INGRESS AND EGRESS AND PUBLIC UTILITIES PURPOSES, LYING 8 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: Order No. 00211666-001 BEGINNING AT A POINT ON THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-37945, FROM WHICH THE SOUTHEAST CORNER OF SAID PARCEL BEARS NORTH 890 52' 26" EAST, 8.00 FEET; THENCE NORTH 01 ° 14' 04" WEST ALONG SAID CENTERLINE, 63.82 FEET; THENCE NORTH 100 21'30" WEST, 92.38 FEET; THENCE NORTH 58° 44' 55"WEST, 170.05 FEET; THENCE NORTH 69° 41'44" EAST, 169.13 FEET; THENCE NORTH 060 06'44" EAST, 17.35 FEET TO A POINT ON THE NORTH LINE OF SAID RUNGE PARCEL, SAID POINT ALSO BEING ON THE SOUTH LINE OF FORBESTOWN ROAD AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID NORTH AND SOUTH LINE OF SAID RUNGE PARCEL. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 97,98 AND 99. PARCEL I -D: A NON-EXCLUSIVE EASEMENT, 60 FEET WIDE, FOR ROAD AND PUBLIC UTILITIES PURPOSES, LYING EASTERLY OF, RUNNING PARALLEL WITH AND ADJACENT TO THE WEST LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRYT. RUNGE, JR., TRUSTEE, RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO.97-37945, FROM THE NORTH LINE OF SAID RUNGE PARCEL TO THE SOUTH LINE OF SAID RUNGE PARCEL. PARCELS I -C AND I -D ARE APPURTENANT TO AND SHALL INURE TO THE BENEFIT OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-43774, AND APPLIES TO ALL HEIRS, SUCCESSORS OR ASSIGNS. PARCEL II -A: BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF SAID SECTION 18; THENCE FROM POINT OF BEGINNING NORTH 89° 5210511 EAST ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, 257.00 FEET; THENCE NORTH 00° 31'4911 WEST AND PARALLEL WITH THE WEST LINE OF SAID QUARTER, 321.74 FEET; THENCE SOUTHWESTERLY ON THE ARC OF A NON -TANGENT. 540.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST (RADIAL LINE TO SAID CURVE AT THIS POINT BEARS SOUTH 230 11'37" WEST THROUGH A CENTRAL ANGLE OF 50 08'02" AN ARC LENGTH OF 48.39 FEET); THENCE SOUTH 68° 3714211 WEST, NON -TANGENT TO SAID LAST DESCRIBED CURVE, 182.75 FEET; THENCE NORTH 730 34103" WEST, 42.63 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 00'31'49" EAST ALONG THE SAID WEST LINE, 250.76 FEET TO THE POINT OF BEGINNING. A PARCEL II -B: Order No. 00211666-001 A 45 FOOT STRIP FOR ROAD AND SEPTIC PURPOSES LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 14,1982, IN BOOK 88 OF MAPS, AT PAGE(S) 37; THENCE NORTH 00° 31119" WEST, A DISTANCE OF 321.67 FEET AND THE END OF SAID STRIP. PARCEL II -C: AN EASMENT 30 FEET WIDE FOR SEPTIC LEACH LINE PURPOSES, LYING 30 FEET SOUTHERLY OF, RUNNING PARALLEL WITH AND ADJACENT TO THE NORTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 9743774 FROM A POINT ON SAID NORTHERLY LINE THAT BEARS NORTH 89° 52'26" EAST ALONG SAID NORTHERLY LINE, 60.00 FEET FROM THE NORTHWEST CORNER OF SAID RUNGE PARCEL TO A POINT ON SAID NORTHERLY LINE THAT BEARS SOUTH 89° 52'26" WEST, 16.00 FEET FROM THE NORTHEAST CORNER OF SAID RUNGE PARCEL. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON. THE PARCEL MAP RECORDED IN BOOK 79 OF MAPS, AT PAGE(S) 97,98 AND 99, BUTTE COUNTY RECORDS. i SAID EASEMENT IS TO THE BENEFIT OF AND APPURTENANT TO THAT PARCEL OF ' LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., TRUSTEE, RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-37945. 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 �. Website: www.buttecounty.net/dds .� "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X C:�f For office use on -T OWNER Last Nam Name [i*_Name o / n Address City City r State State cA Zip _ Phone 3� Fax Fax E-mail Lic. # APPLICANT SIGNATURE X C:�f For office use on -T CONTRACTOR Name Name Address wC k 1 SSvn City Q State Zip Phone Map Book Fax E-mail r Lic. # Class APPLICANT SIGNATURE X C:�f For office use on -T RCHITECT/ENGINEER Name Name Crpss Street / wC k 1 SSvn Address . Q Q CityStatte Address �— Map Book Z19 Lot # r City StatTI PhoneFax 6 ( 3S� E-mail State License Number APPLICANT SIGNATURE X C:�f For office use on -T Zoning APPLICANT NAME Name Crpss Street / SRA Yes 1-f C11 V (— Address �— Map Book Page Lot # r City StatTI Zi Phone 4ax E-mail APPLICANT SIGNATURE X C:�f For office use on -T Zoning I Flood Zone Crpss Street / SRA Yes D No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner .Date Approved: PERMIT NO. �. 'go BIN # LOCATION AP# v Property Address c� City Oro Crpss Street / WORKER'S COMPENSATION Policy Number Carrier 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 OVER FOR SUBMITTAL REQUIREMENTS II K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or cope of ork: ` cc. Sq. Footage 3 Y ❑ Structure Built witho rmits 01--7 ❑ Proposed Chang f Occupan ' — -7 (Note previous e): A �, EXPIRATION OF APPL ON Applications for which a permit has no een r ewill 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 d art ept cAstsare not refundable. ((.(,� . VAI Recent a by: Amount: Receipt #: LO Date:O'.- lq � � l OWNTIM"Ho Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a per it. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 1. Site plans 4 sets, signed by the preparer of the plans. No graph paper! 2. Complete plans 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet ' e on plans AND 2 sets of stamped and signed calculations. erl'_, 3. Engineered truss details and layoutsdu licate i required). No faxes! 4. Energy compliance design and supporting documentation i du licit ❑ 5. Statement of Intent for Non-heated and AIC for Non-Residential Buildings. Cl 6. Manufactured homes: (A) 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). 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. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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.doc Page 2 of 2 REV 2-24-05 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: �� ®� ASSESSOR PARCEL NUMBER ���• I a d • O 1 Proposed Building Use: Permit Technician: Date: Ims required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t apply. 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) Installation manual, including 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. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other i ing items needed to issue the permit. (May require additional plan review upon receipt of the following items. 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑0 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ ,y� Erosion Control Plan Required........................................................................ Fees as shown on the.attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ y 22. Site plan and business license approval from theity of Biggs .............................. K 2 . California Department of Forestry Ian approval 44'paid. Sent by: 0� Planning approval for (A) Use: X(B)Parking: (C) Parcel Check:.���.... ❑ 25. Contact,Land Development about _ Improvements, _ Drainage ........................ dj2PDES Form............................................................................................. 27. ncroachment Permit for driveway from the Public Works Dept ........................... ❑ . Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ...............'...... ❑ 31. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ �- 35. ❑ Legal de iption, M.H. Title title search registration or MCO ......................... G Other: ❑ Other: -.,> When issued Telephone - )� � �d -7 :55nd hold for pickup. I have beeXmd he above items and requirements for obtaining a building permit. Applican . � - � Date:110- 01. Index perhe above items numbered: Plan Check L�tter 2. Additional items requited- _ ,�_ , � . ontrac -design , owner as advised of the above data by _E;.-Iphone, ❑ mail, ❑ counter, by Date: ' // J e—,A Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: _ _ Plans approved by: Date: Structural reviewed Date: ructural approved by. Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNERGeA.P. #010P—C P JtOSED BUILDING USE DATE l�D I r/'<J/� • ��J RECEIPT N DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ 10/7/05 5 - FEMA Flood elevation review ... $ --- Additional plan checking Fee...... $ 2. SCHOOL DISTRICT FEESOJ'1� & 9 1017714 (paid at School District Office) (form available after Plan Check) 3,: SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES �Q,�(_ QV �/� 10/7 / (paid at Recreation District Office) (form available after Plan Check) - 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 10/7,hC, WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) SMIP CD 1 D p 10/7/o 5 9. DRAINAGE FEE 10. OTHER 11. OTHER 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 dylphe plan checking process. DATE U % 1 q 05 Pursuant to Government Code—Se66020, 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. 7/05) Matthew Robert McKisson, Architect 1490 Highway 99, Suite 13, Gridley, CA 95948 Fax 530-346-6358 Tel 530-846-6376 August 12, 2005 Philo Hunt Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Rock Leonard & Dan George Assessor Parcel Number: 073-120-011-00 Butte County Master Plan #01-71 Philo, Per our conversations please accept this letter as my authorization to use the Master Plan for the referenced parcel and as my approval for the enclosed roof truss calculations. I also, reviewed the truss calc's for the distribution of the additional snow load to the foundation, using a 1500 psf soil capacity the existing footings are adequate. If you have any questions or require any additional information, please feel free to call. e cKisson, Architect C 19423 — Exp. 05/2007 ... II.. ...t,.y,�ad.i,i^'T yy , -.. �•'L.,. •Mt•�i �.!'} ..; KMr(r .�, r _ ... w••y+'y�T; . iK • male •'w...,{" ^/ A /��//(�///��) T ... �� `;�✓,.,' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �w •! " (One form per Building) `" ,School District, D n l//L Building Department No. �� V.'N'um'ber � ZO —0r2- Jurisdiction: City County Property Owner 45.; �Z> /17Z 4f_ ?i,Property LocatioNAddress ,r N Subdivision Lot No. .................:..:............................................ c-� Residential Development FhQ Q Q Sq. Footage G �� 1 ° No of Living Mobile Home 'Supplemental to (Group. R) ` Units Installation Conversion Permit # '• •(No foundation inspection) ;.............................................................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)' Commercial/Industrial Q 0 Sq. Footage L�.New Addition (Including Exterior Roofed Areas) Building Department Representative Date District Identification No'" fww�� pyh School District certifies that LS QO V G e>,+•� t (Applicant) (Street Address)' (Phone Number) (City) ,, (State) .(Zip Code) _ has complied with the requirements of Resolution No. -by payment of $ representing 3 I, o square feet. JFB 2926 $ ULL MITIGATION $ School District Paid by Check # Remarks: C 13 °t—;'- —,a 5 Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to time 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 Cwfflcadon Form, time School DisWct Is notified by the applicable Local Planning Agency that this project Is being reviewed under time Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school districrs schools. White (school district), Yellow (building department), Pink (applicant) feetorm.xls (3M5)dinm BUTTE C UNTY DEVELOPMENT FEE CERTIFICATION FORM s ATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) o7?7 Z© —DMZ Building Permit Number X220 Property Owner (s) C__ _Z: 7 L� Project Location /Address�/3L 7 �w/�% An Subdivision Name Assessable Sq. Ftge 23� Type of Residential Development (check one) New.Development / Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) L, verified by Building Department Comments: Building &-pirtment Representative ❑ FRRPD 0� CA ❑ PRPD 0 DRPD certifies that: e_ Applicant i e Phone Number C _ 3 J` ,Mailing Address City State Zip C6 5�i__Z!�>�5_ Date Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: Recreation and Park Distn'ct Representative fnr rev I.doe per unit for a total of $ L056 . UD per sq foot for a total of $ Receipt No: fi� - ®'.'� ' �s.trza_:2� �s�..:u:.r:.'c� •�-�tYw�,� ��r,N.,�'�?sr�Lcuw.�.:,!��': s�:si�s;as•B�;:u,4ia�•;� 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 material for construction of this proposed property improvement: YES [ V -1f • NO [ ]. 2. I HAVE [ V1 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: . 6\1 /rKJ ADDRESS: ' PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: I /� ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons'to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNE 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. iL� Mic el C. Viei4 C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Department ofPublic C o u n t y o f B u t t j. MichaeJ'Crump, Director \Y)o.rk5 e LAND DEVELOPMLNI UIVIMUN Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National P®llutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS TH�11! 1 ACRE Project Description: lA5 Project Location andlor Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit f;om the State of California Regional Water Quality Control Board. Phased projects that contain ' multiple site build -outs of less than one acre but when combined bSt Storm Water Permit fromes total the Statmeoof than one acre of disturbed soil will require a. Construction California Regional Water Quality Control Board. I'am aware that submitting false and/or inaccurate inforrriation 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: ®S Butte, G`ounty Depar tlnent of1?evelopznez�t �'ezvlces �urrF au ° 7 County Center Drive r" Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile coUN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to, process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. O I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the.Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to- the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: `� ( APN: �— Building site address: I c4 i— S LOIN 9`i e ) 6ermit No.: s—s Co(o I have read, understood and accept the terms and conditions as expressed herein as indicated -by my submission of the above -referenced building permit application and my signature below: DATE SIGNATU F APPLICANT Mr ENCROACHMENT PERMIT County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit #: V NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel – Prope er's Name: Number (Required): ( 0.(/ 0 CC�i (� Q PROPERTY Phone: y 0 Property Address: Mailing Address (If Diff�ent):� — OWNER J S ss(o S— Work will be �,/ C3 contractor l�'J Property Owner Contractor's Name:`,.. performed by: Phone�� J Address: � Fax: WORK Contractor's License � ' , •+,.,.....--. r rfificate oflnsMaosu nt ❑ Yes ❑ No . on file with DeoartmentT Number: PERFORMED BY Applicant is: E Property Owner ❑ Property Owner's Agent ❑ Contractor ❑ Other: I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over.the County roads and highway all in accordance with Court ordinances and general laws. Signature: Date Signed: / Q S Road affecte tJ Time and Duration of Encroachment: Permanent Encroachment ❑ Temporary: From To LOCATION Type of (Driveway' C1 Roadway El Culvert Encroachment: ❑ Fence ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other Site Plans [Yes ❑ No Attached: PERMIT IS: X GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby ranted. 1. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: PERMIT CONDITIONS (To be filled in by County) Date Issued: Date Paid0 Mike Road Di. County Commei Use Only t Note: If permits are faxed to any number ti f ,d:iNc x'Zof Expiration Date: QS�Paid: b7Itsy:l�A mp, Director of Ptlrblic Works Inspected By: / , Surety: Check Receipt 3 No: �0 �.� No.: 7 Inspection ❑ CYmpleted - OK ❑ Completed – Not OK Results: ❑ Additional Comments Attached Form:200506EP es (530) 538-4356, they can be delayed up to one week. Page I of 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane fire feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations,.parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and' at the site of work authorized herein. it. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 EDGE OF EXISTING PAVEMENT a FLOW UNE DITCH c� z 16' MIN. 24' MAX. PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY COUNTY ROAD FOREMAN AREA TO BE PAVED R/W T. 10 MIN. , i I �i----- PROPERTY UNE I � NOTES: 1.- PIPE TO BE C.M.P. OR EQUAL (12"DIA. MIN.) 2. PAVING SHALL CONSTIST OF 4" OF AGGREGATE BASE, MIN., AND 2" OF ASPHALT CONCRETE, MIN. 3. IF THE ATTACHED DRIVEWAY ENCROACHMENT PERMIT IS ONLY TO REPLACE A DRAINAGE CULVERT IN AN EXISTING DRIVEWAY THEN THE STRUCTURAL SECTION FOR. THE DRIVEWAY TRENCH SHALL BE THE SAME AS THE EXISTING DRIVEWAY STRUCTURAL SECTION. STANDARD FOR: OT r' PRIVATE DRIVEWAY DETAILS COUNTY STANDARD NO. o S-31 ecouNS{o N.T.S. REVISED 05-25-2004 �c wow c tPk-- " Q c, � C. " v C --j 0,--/ .. COPY of Document Recorded ., W -Oct -2005 2005-0063199 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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: Date /D L - S PROPERTY OWNERS: � SCA Vvx State of California ) County of /3k on. �_1�7 �9 ?� /100 ' before me, personally appeared <.u1 e,f %s-ev2 � c,�c�l M,� e.SU� (.X personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)13/are subscribed . to the within instrument and acknowledged to me that he/she/they executed the same in histher/their authorized capacity(ies), and that by-his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h and off seal. Signatur r.` Seal: - JAMES LAMAR KINSER COMM. #1377185 -' F NOTARY PUBLIC • CALIFORNIA A.P. #! [� 3 — %.� % 12 BUTTE COUNTY F a ' A4y Comm. Expires Sept. 28, 2006 "�' Order No. 00211666-001 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I -A: THE WESTERLY 3.00 ACRES OF THE NORTH 14 %2 ACRES OF THE SOUTHWEST ONE- QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D.. B. & M. AP NO. 073-120-011 PARCEL I -B: A NON-EXCLUSIVE RIGHT OF WAY OVER THE NORTHERLY 60 FEET OF THE FOLLOWING DESCRIBED PROPERTY FOR ROAD AND UTILITY PURPOSES: THE NORTH 14 %2 ACRES OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M., LYING WESTERLY OF THE CENTERLINE OF PONDEROSA WAY AS THE SAME EXISTED ON JUNE 18,1964. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THE EASTERLY 3 ACRES OF THE WESTERLY 10 ACRES OF THE NORTH 14 %2 ACRES OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B.& M. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THE WESTERLY 10 ACRES OF THE NORTH 14.5 ACRES OF THE SOUTHWEST ONE- QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M. EXCEPTING THEREFROM THE EASTERLY 3 ACRES AND THE WESTERLY 3 ACRES THEREOF. PARCEL I -C: A NON-EXCLUSIVE EASEMENT, 16 FEET WIDE, FOR INGRESS AND EGRESS AND PUBLIC UTILITIES PURPOSES, LYING 8 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: Order No. 00211666-001 BEGINNING AT A POINT ON THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-37945, FROM WHICH THE SOUTHEAST CORNER OF SAID PARCEL BEARS NORTH 890 52' 26" EAST, 8.00 FEET; THENCE NORTH 01' 14' 04" WEST ALONG SAID CENTERLINE, 63.82 FEET; THENCE NORTH 100 21'30" WEST, 92.38 FEET; THENCE NORTH 58° 44' 55"WEST, 170.05 FEET; THENCE NORTH 69° 41'44" EAST, 169.13 FEET; THENCE NORTH 060 06'44" EAST, 17.35 FEET TO A POINT ON THE NORTH LINE OF SAID RUNGE PARCEL, SAID POINT ALSO BEING ON THE SOUTH LINE OF FORBESTOWN ROAD AND THE END OF THIS DESCRIPTION. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID NORTH AND SOUTH LINE OF SAID RUNGE PARCEL. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 79 OF MAPS, AT PAGE(S) 97,98 AND 99. PARCEL I -D: A NON-EXCLUSIVE EASEMENT, 60 FEET WIDE, FOR ROAD AND PUBLIC UTILITIES PURPOSES, LYING EASTERLY OF, RUNNING PARALLEL WITH AND ADJACENT TO THE WEST LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRYT. RUNGE, JR., TRUSTEE, RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-37945, FROM THE NORTH LINE OF SAID RUNGE PARCEL TO THE SOUTH LINE OF SAID RUNGE PARCEL. PARCELS I -C AND I -D ARE APPURTENANT TO AND SHALL INURE TO THE BENEFIT OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-43774, AND APPLIES TO ALL HEIRS, SUCCESSORS OR ASSIGNS. PARCEL II -A: BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M. D. B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF SAID SECTION 18; THENCE FROM POINT OF BEGINNING NORTH 890 52'05" EAST ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, 257.00 FEET; THENCE NORTH 000 31'4911 WEST AND PARALLEL WITH THE WEST LINE OF SAID QUARTER, 321.74 FEET; THENCE SOUTHWESTERLY ON THE ARC OF A NON -TANGENT, 540.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST (RADIAL LINE TO SAID CURVE AT THIS POINT BEARS SOUTH 230 11'37" WEST THROUGH A CENTRAL ANGLE OF 50 08'02" AN ARC LENGTH OF 48.39 FEET); THENCE SOUTH 68° 37' 42" WEST, NON -TANGENT TO SAID LAST DESCRIBED CURVE, 182.75 FEET; THENCE NORTH 73° 3410311 WEST, 42.63 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 00'31'4911 EAST ALONG THE SAID WEST LINE, 250.76 FEET TO THE POINT OF BEGINNING. 'r` Order No. 00211666-001 PARCEL II -B: A 45 FOOT STRIP FOR ROAD AND*SEPTIC PURPOSES LYING EASTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 14,1982, IN BOOK 88 OF MAPS, AT PAGE(S) 37; THENCE NORTH 00'0 31' 19" WEST, A DISTANCE OF 321.67 FEET AND THE END OF SAID STRIP. PARCEL II -C- AN EASMENT 30 FEET WIDE FOR SEPTIC LEACH LINE PURPOSES, LYING 30 FEET SOUTHERLY OF, RUNNING PARALLEL WITH AND ADJACENT TO THE NORTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-43774 FROM A POINT ON SAID NORTHERLY LINE THAT BEARS NORTH 890 52'26" EAST ALONG SAID NORTHERLY LINE, 60.00 FEET FROM THE NORTHWEST CORNER OF SAID RUNGE PARCEL TO A POINT ON SAID NORTHERLY LINE THAT BEARS SOUTH 89° 5226" WEST, 16.00 FEET FROM THE NORTHEAST CORNER OF SAID RUNGE PARCEL. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON THE PARCEL MAP RECORDED IN BOOK 79 OF MAPS, AT PAGE(S) 97,98 AND 99, BUTTE COUNTY RECORDS. SAID EASEMENT IS TO THE BENEFIT OF AND APPURTENANT TO THAT PARCEL OF LAND DESCRIBED IN A DEED TO HENRY T. RUNGE, JR., TRUSTEE, RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-37945. BUTTE COUNTY SVG Y �, 2aQrs DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CH1C0: (530) 891-2834 OFFICE #: (530) 538-7541 - A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION _ ,. Website: www.buttecounty.net/dds .� **PLEASE PRINT CLEARLY** APPLICANT SIGNATURE X cj�c sc= For office use on y: OWNER Last Nam aW t 55Dc', Pik Fir Name v / , Address City - r -n State State Zip S Phones3rj 3�i Fax Fax E-mail Lic. # APPLICANT SIGNATURE X cj�c sc= For office use on y: CONTRACTOR Name aW t 55Dc', Pik Address O C (State City i State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT SIGNATURE X cj�c sc= For office use on y: RCHITECT/ENGINEER Name aW t 55Dc', Pik Address O C (State City i Occ. Address Ziq C Map Book Page Lot # Planner City Phone� 6 Fax E-mail State License Number APPLICANT SIGNATURE X cj�c sc= For office use on y: Zoning APPLICANT NAME Name d SRA Yes i Occ. Address Subdivision Name Map Book Page Lot # Planner City Stat Zi 7v Phone (3-3 ax E-mail APPLICANT SIGNATURE X cj�c sc= For office use on y: Zoning Property Address 0- Flood Zone . Cross Street, C_ SRA Yes D No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner .Date Approved: PERMIT NO. 65". i� J BIN # LOCATION AP# J� Property Address 0- City caro Cross Street, C_ W`ORKER'S COMPENSATION Policy Number Carrier 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 Description or cope of ork: e cc C'0, -1'S `un Sq. Footage 3 IC) —70-6 (z y-" ❑ Structure Built without Permits El Proposed Change of 0ccupan (Note previous use): _ �v : ��111( �71 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 d art jm'e�t cyst/s are not refundable. (Lplie X �\ OVER FOR SUBMITTAL REQUIREMENTS 11 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Rece. a by: Amount: Receipt #: Date: t SRA Sheriff .SMTP Total REV 2-24-05 CDF FIRE SAFE REQUIREMENTS AP# 073-120-012 PERMIT # 05-2203 NAME: George Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards Pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. Pq Grade. Not to exceed 16 percent unless paved. Driveway Radius . Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways.exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for T in these standards, annual maintenance must be provided for by the landowner. r [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot . setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet=: F, ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ °Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient V setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry Masonry Veneer o o Metal o Other Butte County Fire Department approved materials E - M - E N 08/24/2005 Darren Read Date Signature 0 CDF FIRE SAFE REQUIREMENTS AP# 073-120-012 PERMIT # 05-2203 - . NAME: George Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. _ [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. . [X] Turnarounds: If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and '30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for T in these standards, annual maintenance must be provided for by the landowner. r [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property_ lines and/or the'center of the road. r r [] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials M E N 08/24/2005 Darren Read Date Signature C� LAND DEVELOPMENT tOROVILLE-1 CHICO BUILDING / iEN�VIRONMENTAL: HEALTH - PERMIT CLEARANCE Building Permit No. OWN� A.P. ' / " YNATP—AS �iC� /22'NUMBER��NAMPRIT NAME FIRST / ADDRESS / LOCATION: (jig 8 es f-6 w)') �rL COUNTY ZONING �> DESIGNATION: �� S FLOOD MAP:—//O 6F Is FLOOD ZONE: X APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: 3 PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: l l f `� l L� 3 DEED REFERENCE: 12 -7p J o -7 S LEGAL ACCESS PROVIDED: ✓ YES NO LZYES EGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: , ALL FEES TO BE PAID TO THE BUILDING DIWS/ON UNLESS OTHERWISE NOTED. X. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fre Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. RECEIVE® J U L 2 7 1998 _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ COUNTY OF BUTTE , "0=49<, �PM9 ,,, —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significanceand suggest appropriate mitigation measures. 21. 22. —23. . 24. 25. 26. LD 6/98 •. , FORMS\BLDG PERMIT CLEARANCE I RECORDED A , THE REQUEST OF IICOKI(. T9 PAGE 75 Nrr.•.drnx R,w"O"I Iq' BANKERS TITLE GUARANTY COMPANY PIITTE �[1 �IN,�y TITTF [YY �H'� —5 MN3 1 ' • r Hnnrdrd .11nil To .t — 7- - min. pe4 o'<lotk """""""' ... .... . nn ... OrFIC.IAL RECORDS OF BUTTE COUNTY, CALIFORNIA L.E1.. /-ICG. .............. ETF ESTE u • d.r 0,,I,, MI. 4171,8 Dy— — �C OAwrIfiC 10[a F.• $ I'Iria rr�rrrr IrrrriiJrrrr r r,rrtr•ay "I 1 Sr"..' nh,nv /hirllnr /nr Hrnndri, mr Affix IRS GRANT DEED CURTIS J. MOTTLING and NORMA R. METTLING, his wife V FOR .l VALUABLE CUN.�I UIi lrA 1,10N.hrrr•hy ;B•.,,\,/„ THOMAS M. ,OODING and LOUISE GOODING, his wire Vas point tenants ne t an undividod one-half interest and ROBERT E. BEST and PATRICIA M. BEST�io wife, �joi�nt�r Ivgants, as to an une��Y��F�,dr9ll�inh9• frnt9S"•.rent�j /rr.rrdrr•v'rfig,r hr Butte lO The Westerly 3.00 acres of the North 14)4 acres of the Southwest one-quarter of Section 18, Township 19 North, Range 6 East, M.D.B. & M. Together with a non-excluaivc right -or -way 60 feet wide for road and utility purposes over that portion of the North 14Y, acres of the South- west one-qunrtor of Section 18, lying Westerly of Ponderosa Wny no it now exists, excepting therefrom thr. Westerly 3.00 acres 0 November 4, 1963_ ... .... ............ ............ nrrred.................................... . 'j� of nnJ,•m!r.i.•l..r .\'.n�r r,,II•hr ur rrl,,((•rr .vn,1 <' nrnrr rrnJ Sr C w%s�l7u. r. 1•rr...rrrrlfy rrl•1•r•,rrr•rl. �., .... • r .................................. ................................. C .................................. CurJ. M6ttling tn,rvr, r,. m•• r. hr rh,• ly.urn Stie.. r. h.ro• nnnrrs.......�... • .velar nhr,l n• rhr rrrrhm in mumrm rrnd m ln- dedgrd J r.rrrnrrd the nmrd ✓ �'..��� N ((( Gtr. Met.... .�.:/............. . n•IT,vrss.rnrhrn,d„ rrrp,rin,.,nd' Norma R. Nettling ........................................................................................... r.cr•,rll if ?O fti.- n'aln:: 'rrhnr• hr rrrr.r rrr, ry nrrd .c ,.EDAAM ILA�I �•rrrrrr rF'yrr.r ,r, r rrrl...................................... L11-7 wTARY Fmrc-CALiFORRIA ........SACRAMMTO"COUNTY............... tontry c,rrrrrrrrrr,rrr l:err.r 11ANx111:O 7171.11 Cllr.\fiAN'1'1' t'UNI•.\NY [ennb[r rMr '12 48, ra 4 Reconolmd R[OiffT[D ST . MW Y&Y we and EOW Compalq .NO rN.N ere OeOrr F ADDRESS REi►Y TO: Add ci » L (11OVIIII:,:2i;I(uu eid 176177 R•ITN:4A . KECORDED Ai illi RLQUESI Utv \\ • , •, 'i r--. MIDVAI I" ( TITIF AND ESCROW COMPANY v■ . A IAN ,w. N .eN41 M.,1.1 M11 f:' '�.•,, k1y CaomMlon 6xpini Mara 10. 1SV Jan 2 n MR jA TWO (lnlar Vo_:1 r..,• %' ' Fatrow'or Loan •Nn at- Irvin. Fart ►p` a• AtVol11 pny..tLLC.:t_ .�o�cl�oc+lOFF CIAL RECORDS OF (COUNTY, BUTTE CALIFORNIA G� n! R.cerdar h N .cnarxo �,i SPACE ABOVE THIS UN[ FOR RECORDER'S USE Arrlx I.R.S. S....................Iv TRIS SPAcc No consideration - Correction Deed Grant Deed TNIII IONN FUIINIaNaO aT TIM INaUaAITCa AND TIIvav COY►ANT rocnlc FOR A VALUABLE Cp51DF.RATION• receipt of'whieh i. hereby Acknowledged, U:ii{iVl;r �: I nitt'LL iii6iGOCn, .I)is Wife _A(:Gi1Li' 1.. Ifcl I :Is nu LI;;J•;,' his Wi.1,, J eluu ' DA 111.+ I'al11 n.. 1i1/111JJ IH LV A.fG I Wl'1/J.n i ' Iti:• T hic' -wi l'c 1(OI(';°,T i i:1inL1• :Inc. r':..,JGil�r, n. i.:Ii.t T Gpt%J:►711i1:1� ,.l:J"'t' j�T %T7�TliT?i11CT:Ol17S'P, hi: :rife; CUl(TV; J. hit wiresJO( 'Fli :!l"1'i,II9C and ilClt: A. I.'VC IMING ani' JPH' IICVORNING, husband and wife, hrreby CHANT(S) to -1,11i ::A N;;(X;:" Ina CARO;! ;i.�1.1 Cl;,., hi:' I:i i(:; IICi:1.11) :i. ::eL1"i.:: ;nd D1i.lt1'1': h. uc1.J.:;l,!:, ill:: 'flil;:..;i fl vIi:G :Ind 1.L11.:L (ICI%-;IiP r,. Ptc:;'1' :antl 1•n7'lut:J,. L„•.7 1;1;; .:11'c; :tOhi:ItT GCOLI;IG, his wiJ., C'Itl:. :�. I !.1•li!:. , his!...i Cc: .10 1' : i0J.i1 :U1f 'l' and C. auU. ;•1... '(' his T?�/. c?,I::f111i:Tii IiCi ..:'•i:. t wife; CUIt'1'IC 1. ri;.T':? IuC unci , A.,hK/ipr�e�, (end�� *c -r1 fivORri'.NG his wife A'the f.9pNZI. 3n8ibed �°'1• piopeily in the �, County of Dlittr' State of California: +1 non-:•xc.l'rr.ivc ; 1-.!,.t o;' ::•n.; ov:•r the northerly G,' root (•f t'.• fono:•:ing dcscribod prorcrt fnr 40:3. and UCiait {':.Irooscs The I(orth llr;, ncl •: of the Soiith••'rst crtaarLor of .:(:eLJon I", 'io::nsI I I^ north, a,Inrc •.itnt, !I. ,,., .lying '•:ester1v of the cerlterlinc of fon<iero�a - the s:l,nc existed on .lune ] , ],t 1 1 ti 1 n/,S Dated STATE OF CJ11.IFpRNl1 �CC COCNTV 01'_ e•&nLA C1SSA- 0n �.laqupLy-.11.! "196"' 1,6.rr mr. Ihr undrr. • Ixnnl, a Nm,rT 1'ohlle In (,'•Ifor rdd M.Ir, ,.r«Ind1T .Ppvrrd Darwin E, yancockl Cnroll Rnncock, Ronald DeL+,sle, Thomcs Ging, DeI a �'erthn F• — Lv`1 rOSDyIin�R�P-ert Beet,••Fctricilw•Ar.st, �H i quliAr o Se mlilwt eg rkliQ�iR e w Ir the Perrn.�_rhnN "'Wal ..It "lhrd In Ihr rnhin Inrwument eeA arkwa lede,d (ha 'Ir f�w�_ererulnl Ihr wmr. /r J R•ITN:4A \\ • , •, 'i �] . A IAN ,w. N .eN41 M.,1.1 M11 f:' '�.•,, k1y CaomMlon 6xpini Mara 10. 1SV lio O. (.•. . TWO (lnlar Vo_:1 r..,• %' ' Fatrow'or Loan •Nn BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 1469 HUMBOLDT ROAD CHICO, CALIFORNIA 95928 (916) 891-2727 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 (916) 538-7281 747 ELLIOTT ROAD PARADISE, CALIFORNIA 95969 (916) 872-6308 APPLICATION FOR PERMIT TO CONSTRUCT A SEWAGE DISPOSAL SYSTEM Owner's Name I -e `f ICY Nje— Assessor's Parcel No. -73— 1 Applicant's Name "T"1'�'�., �'A ePhone No. S-3 / Mailing Address -a-0ti0, 02_0v//Le._ �; <?,3 �0 �- 1. Construction Site O f 1 )PS % ?!P� /2 41 (Street and number or direction and distance to nearest crossroad) 2. Lot Size a �� feet x 61690 feet. t acres 3. APPLICATION FOR: , New system for new building ❑ Auxiliary or secondary system ❑ Repair of or addition to old system ❑ New system to replace existing facilities ❑ 4. Type of building to be served byroposed system: Mobile Home El (size 46 No. Bedrooms House ❑ No. Bedrooms Garbage disposal? L___ Garbage disposal? Other ❑ (specify) 5. Water supply for premises: (Must be safe, potable water) Community ❑ Private well YA ther Water supply for ajoining properties: Community ❑ Private well ❑ Other 6. WORKMEN'S COMPENSATION INSURANCE ❑ 1 have placed on file with the County of Butte a certificate of Workmen's I am aware of the provisions of Section 3700 of the California Labor Code. Compensation Insurance. Which requires every employerto be Insured against liability for Workmen's Compensation. I certify that In the performance of the work for which this permit la Issued I shall not employ any person In any manner so os to become subject to the Workmen's Compensation Laws of California. 7. SCALE PLOT PLAN TO BE FURNISHED Sketch to scale on reverse side hereof, or attach scale sketch of plot plan of the premises showing: a. Property lines. b. Location of all proposed and existing buildings, structures, driveways and parking areas. c: Location of large trees, rocks, or other obstacles. d. Location of any well, spring, creek or other body of water on the parcel and within 100feet of property line. e. Show direction and approximate amount of slope. f. Source of water. g. Water lines. h. Set back lines and easements. i. Proposed sewage disposal system and area for replacement. I hereby state that the information above and on the reverse side hereof or attached hereto is correct and true to the best of my knowledge. I understand that the permit must be obtained before any construction is begun either on the building or on the sewage disposal system, and that a satisfactory, inspection of the system is required before the new building or dwelling may be occupied or the system backfilled, or put into use. I also understand that a safe potable water must be supplied to the new building or dwelling before occupancy can take plac . SigneOwnerfl---Authorized agent ❑ Licensed contractor [I Date -� " �- (An original letter of authorization must accompany this application in order for an authorized agent to sign.) FOR OFFICE USE ONLY Legal parcel? Zoning Access Rcpt. g o. Water plans cleared Potable water Comment S4 -579R Use permitted? _Amount 4091 �0b1 r' lozi f ' .0017_`�-T,08, f' X09— s Ab .OZ 1_2 .� Y_. _ • . = •._ j.. S _}_•^i. 1"'♦� 1 ` ~ _ r - `•Y.tt _r_ _�.. . ` .L. �._ 1 . �.-�f _ 1_ ' _�....._+_. _. i _ 'r I ' i_ -_ . IN +. L. I i I 'all; F 7_1 .-� i t r-- �' t__r 4 c �__ .t i t t �. * i + ' I I- ' -('� � i •-�- i-_, -=a i _}-- '!_-i.- �T 1 (_J.. ' �T '� t�+L ' ' J_I-'�.�I •-.;-_, a_.! ' '~. .��, ' y " +y.l 1 t t 1 { , �'-t-''' •{"-'- r7- 1 I i -i` t� .1' r--' �-it--�-I '--! -t- '- i s-I_�`---t.�i• r rt'. �--Y?! j� - ' �-t_�-�� �---�--; j ;-�----�--�--� -�-•r ;_ � -•--� ;08 �_ � Y --11 7 T— T �Y 1_. �. r -_ .i `-t j , ',--'t _�--i. ri--+-_ t- t-•., -t � i_ � .+ .t 1 ��--}'� - ,—* —I q —a . A— ._ - � --, -L-' _� j_��� .( �_� i _,_ 1J�L • i _.i.. i_ T _,.. _{ t .r_ , , (l_ r_t� '_; a _, ' } _- �)--`, T I ��` I ! I I -�, , '. �. I_ _r "' , t t�� 12 T��1 1-..I._�"� -•'^ I _t-�. _1-�t i t `----1 ._ '_�___. �-f-?-f y _�-i_: t �L�.� 'r.. -, �!_I.. 1 _.t f t- -f-- '--i -�' a �- -i � 'G �'1- -_ ,� � . _• 1 1Li_'__ _+ ' i 111 1 •{� rr_ I -i ( 1-s� {-j- _1 I - r _ I (�..1 I _1 l I oz L' j_}_' ' t ..�T% 'r`_t_�ii +' �—._ 1 s i r t- _�-i-� } �" i - I '� I T � I I I1�1 ,1^ �-I ' i I I t I ,-j i _� I •1 � 1 j 1' 1- � rT-i._1+1 • .+{ ' ' l �� Y i. s _ ' 1. _:1 . 1 ; ( I ..;_Ji .�L ..:' 1 I , 4- , - 1 t� - r -f.. '-•t '..+ ^_J t -_.-(-_i_. j t`'� .;..-._. J t• l �' 7� � ' L t_ .,_, i l I 1 f 1 1 l ,t_. _ 1 _s �.1 �) !-1 ��— ! � , ti T.O91� i._..'__ 1 ..III.1i-�. 1 _• _-, j.__. ...�. } - . .( i a .r, I 1 1._ r{�- ; -t } {• I' � �-1 �r--- �. ,.-� --' '-� -�-, -^� t-* t i j_a- -4-4 T-4 _ -�_._ _. a ,081" j .. t.44— t H 1 1--*- _r ' .1- , b F_, .� �. i >•--+-..� 7 ' �. _i_-r.a I� 1_T -t^ _-+-'R r _ . 17-1 7` r1+� —s•.i, '—i ' I11E�60Z. } _J _ia__j__l.-L COORDINATE PLOT FILE NAME IS 97-136 2-2-98 POINT 7 IS NORTH. - 12419.524,. -EAST 9959.669 NORTH -IS UP THE PAGE, SCALE IS 1 INCH = 100.00 FE + 29 �O —.561:.. ��-- „ 9 ES�3- MT. S (5 TNO------"---------_.---- EW I RUt.1GE 52 8 P U'E AP073=120_4.1. - " - -- -------- d E5VT. SIJ 97-037c)45 ' 7.00' : 2 — — — 2 57.00' - — -- -- 845.88' iJ 890 52' 2(0" E (002.88' �- - "-- ._.__—.-----" — - --- .......R�"NGE M:_.0-73_= i20= co S/ til 97-.045-774 Ln 0 _ Z E---........ N— Record at the Request of Mid Valley Title & Escrow Company Order No. Escrow No. 162482-3 MAM Loan No. WHEN RECORDED MAIL TO: HENRY T. RUNGE, JR., TRUSTEE P.O. BOX 2042 OROVILLE, CA 95965 MAIL TAX STATEMENTS TO: SAME AS ABOVE ORO -C AP# 073-120-012 97-0437741 Rec Fee 11.00 - I DOC 9.90 Recorded 1 IHF 2.00 Official Records I Check 22.90 County of I Butte I Candace J. Grubbs I Recorder I 9:00am 18 -Nov -97 I MVTC MD 3 DOCUMENTARY TRANSFER TAX $9M Computed on the consideration or value of property conveyed; OR _ Computed on the consideration or value less Ions or encumbrances remaining at time of sale. Thp iinrjEr-q*gnprf (2rantnr riprlarpc Signature of Declarant or Agent determining tax - Finn Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THOMAS M. GOODING and LOUISE GOODING, husband and wife AND ROBERT E. BEST ; an. unmarried man hereby GRANT(S) to HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LIVING TRUST the real property in the unincorporated area of the County of BUTTE State of California, described as SEE ATTACHED LEGAL DESCRIPTION Dat STATE OF CALIFORNIA A COUNTY OF San Joaquin • } 10/31/97 before me, Karen Louise Cooper , Notary Publ personally appeared *Thomas M. Gooding fi Louise Gooding* personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of ich the son(s) a executed the instrument. WITNESS y and and o i ial seal. Signature ISE 'COOPER THIS DEED IS BEING SIGNED IN COUNTERPART Karon Louise Cooper 0 Comm. A1130544 OTARY PUBLIC CALIFORNIAO SAIL JOACUIN COUNTY Comm. Exp. March 20. 2001 - r - ,d at the Request of .i Valley Title & Escrow Company Jrder No. Escrow No. 162482-3 MAM Loan No. WHEN RECORDED MAIL TO: HENRY T. RUNGE, JR., TRUSTEE P.O. BOX -2042 OROVILLE, CA 95965 MAIL TAX STATEMENTS TO: SAME AS ABOVE SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $— Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at time of sale. ThP irndPra6nnPr1 Grantnr rtPrlares ORO -C Signature of Declarant or Agent determining tax - Firm Name GRANT DEED AP# 073-120-012 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THOMAS M. GOODING and LOUISE GOODING, husband and wife AND ROBERT E. BEST, an unmarried man hereby GRANT(S) to HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LIVING TRUST the real property in the unincorporated area of the County of BUTTE State of California, described as SEE ATTACHED LEGAL DESCRIPTION Dat } STATE OF CALIFORNIA A. COUNTY OF Nevada } liet A before me , Otary Public personal geared personally known to0or proved to me on the basis of satisfactory evidence) to be the person whose name subscribed to the within instrumen acknowledged to me tha e/they executed t same in t 'r authorized capacity( ►, and that by 'Mir signature on the i trument the person`xf or the entity upon behalf of which t person acted, executed the instrument. WITNESS ha and official se r , , „ _ L. THIS DEED IS BEING SIGNED IN COUNTERPART LOUISE GOODING ROBERT E. BEST - - I @ AMf1H L HAMY ContnidCn 11114396 Noffsy P AIC — Cd ft New ado County My Ccrym A g:' Od 2L 2MD ORDER NO. BU -162482-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: THE WESTERLY 3.00 ACRES OF THE NORTH 14 1/2 ACRES OF THE SOUTHWEST ONE-QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M.D..B. & M. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY OVER THE NORTHERLY 60. FEST .OF - THE. FOLLOWING DESCRIBED PROPERTY FOR ROAD AND UTILITY PURPOSES: THE NORTH 14 1/2 ACRES OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 19 NORTH, RANGE 6 EAST, M.D.B. & M., LYING WESTERLY OF THE CENTERLINE OF PONDEROSA WAY AS THE SAME EXISTED ON JUNE 18, 1964. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. EXHIBIT "A" Legal Description Ted Runge APN 73-12-11, 12 Easement No. 1 A non-exclusive easement, 12 feet wide for ingress and egress and public utilities purposes lying 6 feet on each side of the following described centerline; Beginning at a point on the South line of that parcel of land described in a deed to Henry T. Runge, Jr., recorded under Butte County Recorders serial number 97- 037945, from which the Southeast corner of said parcel bears South 89"0 52' 26" West, 7.00 feet; thence North 01 0 14' 04" West along said centerline, 63.82 feet; thence North 100 21' 30" West, 92.38 feet; thence North 580 55' 26" West, 170.90 feet; thence North 690 41' 44" East, 170.13 feet; thence North 060 06' 44" East, 17.33 feet to a point on the North line of said Runge parcel, said point also being on the South line of Forbestown Road and the end of this description. The sidelines of said centerline shall be lengthened or shortened as necessary to intersect said North and South line of said Runge parcel. The Basis of Bearings for this description is the same as shown the Parcel Map filed in Book 79 of Maps at Page 97, 98 and 99, Butte County, California Recorders office. Easement No.2 A non-exclusive easement, 60 feet wide for road and public utilities purposes lying Easterly of, running parallel with and adjacent to the West line of said Runge parcel as described herein from the North line of said Runge parcel to the South line of said Runge parcel. These easements are appurtenant to and shll inure to the benefit of that parcel of land described in a deed to Henry T. Runge, Jr., recorded under Butte County Recorders serial number 97-043774 and applies to all heirs, successors or assigns. job no. 97-136 , , LAND r �F�) � �. RONALD L GRAVES * PLS 4085 n_ EXP. 6/30/00 9F C O E.H. USE ONLY MCI Plan Anachad R001 Man Attachad Saw to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7:� Owner C/ Location AP# Plan Approved for: Sewage Disposal Clearance for &L"4welling. 9ther Water Supply: Public Private Well LZ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist E Date 8/96 ROOF TRUSSES TJI FLOOR SYSTEMS O' oLC�1��.��� 8350 INDUSTRIAL AVE. ROSEVILLE, CA 95678 (916)774-1115 FAX: (916)774-1450 a .. PARALLAMS MICROLLAMS CUSTOMER NAME: PROFESSIONAL CONSTRUCTION A INVESTMENT INC. JOB NAME: MASTER PLAN w1SNOW LOAD LOCATION: FORBES TOWN TOWN RD. LOAD: 37 PSF. WET SEALS COPIES U-TTE COUNT`( BUI APPROVEDlC r-, E3-'BEOI (c) CompuTrus Inc. /\C=,PL�Trus Inc. This design prepared from computer input by ^ ^ ^ /\ - - J .14 -- 1.1 -4 -1.--- D..: 1 1: -- h......... ---F.. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) _ TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF_ #1&BTR 1- 7 WEBS: 2x 4 DF STAND 1-12 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12"OC. UON. 24-00-00 12 5.00 C -5.50.7(S) C -2.5x4.3 0.25" TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE= 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Truss designed for 4x2 outlookers. 2x let -ins of the same size & grade of struct'l top chord requ'd. Insure tight fit at each end of let -in. Connect w/C-2.5x4.3 at each end & C -1 .5x2.6 at center of board (UON). Refer to Seq. no. 056943 for plate placement detail. NOTE: Truss not symmetrical. Orientation as shown. (2)C -1.5x2.6 or equal at uprights (UON). 24-00-00 C -4x7.7 12 4.0" C -4x6+ Q5.00 XQC -4x6+ C -7x7.7 1011111101 �M. C -2.5x4.3 C-5.5x6(S) C-5.5x6(S) C -4x7.7 Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 596 B 1= -461 W 1= -438 W10= 417 T 2= 595 B 2= 998 W 2= -2058 Wll= -2059 T 3= -1295 B 3= 1337 W 3= 418 W12= -454 T 4= -1480 B 4= 1118 W 4= -385 T 5= -1498 B 5= 1351 W 5= -242 T 6= -1299 B 6= 1017 W 6= 387 T 7= 588 B 7= -456 W 7= 407 T 8= 592 W 8= -261 W 9= -388 CANT @ 6'- 0.0" CANT @ 42'- 0.0" LEFT = 1968 RIGHT = 1968 BEARING AREA REQUIRED (SQ. IN) BRG @ 6'- 0.0" 3.15 DF / 4.86 HF / 4.63 SPF BRG @ 42'- 0.0" 3.15 DF / 4.86 HF / 4.63 SPF MAX LL DEFL = -0.009" @ 0'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.017" @ 0'- 0.0" L/90 = 0.800" MAX LL DEFL = -0.053" @ 19'- 6.0" L/240 = 1.771" MAX TL DEFL = -0.110" @ 19'- 6.0" L/180 = 2.361" MAX LL DEFL = -0.010" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.020" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.026" @ 12 MAX HORIZ. TL DEFL = 0.052" @ 12 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 6-00-00 36-00-00 6-00-00 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT -3 BR -SL (#1) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 1 Warnings before construction commences. - 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compresslon web bracing must be Installed where shown +. 3. 2X4 Impact bridging or lateral bracingq reppaired where shown + + 4. Installation truss is the the DATE: 8/41/2005 rc 4. All lateral foe resisting elements such as temporary and permanent bracing, of responsibility of respective Contractor. o be used in a non -corrosive environment, 5. Design assumes trusses are gand must be designed and provided by designer of complete structure. are for "dry condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes adeqquate drainage is provided. - loads be applied to any component. 8. Plates shall be locatetl on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. : 2388615 6. CompuTrus has no control over and assumes no responsibility for the fabric handling, installation 9. Digits indicate size of plate In inches. silo., shipment and of components. 7. This design Is furnished subject to the limitations on truss designs set forth 10. For basic desigqn values of the CompuTrus Plate, indicated by the prefix "C", see I.C.8.O. R.R. 4211. by TPI In HIB -91 or TPI1WTCA in BCSI 1.03 copies of which will be furnished 11. The CompuTrus. Net Section Plate is indicated by the prefix "CN" the All 2b by CompuTrus upon request. designator (18) Indicates 18 ga. material is used. others are ga. WEB BRACE MAY BE INSTALLED ON OPPOSITE SIDE OF WEB SHOWN WITH (+) TO GAIN MORE CLEARANCE. I VIII II I II I6II ,//\Compu r"Us Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII /�/,Z"� a Dl,;.,., ra W_; -1,c-, D..;1a;.,,. r-.,.,,.,-- +� Trans ID: 105989 1.L. ut I,_LL)-Y LUMBER SPECIFICATIONS TRUSS SPAN 48'- 0.0" UBC 97/TPI SINGLEMEMBER FORCES 4WRGD WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. General Notes, unless otherwise noted: 1. Design to support loads as shown. LOAD DURATION INCREASE = 1.15 + 2. Builder and erection contractor should be advised of all General Notes and Warnings before T 1= 628 B 1= -489 W 1= -444 W12= -2949 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. DATE: 8/4/2005 T 2= 625 B 2= 1594 W 2= -2834 W13= -700 - TOP CHORDS: DES. BY: BS - 5. No load should be applied to any component until after all bracing and fasteners am complete, and at no time should any loads greater than design necessary. 7. Design assumes adeqquate drainage is provided. T 3= -2299 B 3= 2588 W 3= 751 2x 4 DF #1&BTR 1- 4, 7- 8 LOADING fabrication, handling, shipment and installation of components. 7. This design Is furnished subject to the limitations on truss designs set forth 1 O. For basic design values of the CompuTrus Plate, indicated by the prefix C, see I.C.B. q . R.R. 4211. T 4= -2802 B 4= 2522 W 4= -806 2x 6 DF #2 5- 6 LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF T 5= -3695 B 5= 2507 W 5= -1 BOTTOM CHORDS: DL ON BOTTOM CHORD = 7.0 PSF T 6= -2169 B 6= 0 W 6= 118 2x 4 DF #1&BTR 1-10 TOTAL LOAD = 41.0 PSF WEBS: T 7= 661 B 7= 20 W 7= 2167 2x 4 DF STAND 1-13 -TC UNIF LL+DL= 102.0 PLF 32'- 4.0" TO 42'- 0.0" V T 8= 532 B 8= 1711 W 8= 21 B 9= 2790 W 9= 1663 TC LATERAL SUPPORT <= 12"OC. UON. B10= -395 W10= -2071 BC LATERAL SUPPORT <= 12110C. UON. Wll= 130 0 I 0 0 Loads as given 12 5.00 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 24-00-00 C -5.5x11.9 5.511 24-00-00 12 Q5.00 C -3x7.7+ r""I x3.00 12 C -2.5x4.3 C -7x 1.9 14.23 POTSHELF TO 2'-6" MAX. TO SUPPORT UP TO 30 PSF. 12 -,).:)x).f C-R4.3(S) C -3x7.7+ 6-03-08 7-08-15 12-01-09 3-11-05 9-10-15 �7-11-12 6-00-00 ) 36-00-00L 6-00-00 i 6-03-08 19-10-08 4-01-10 17-08-06 i 48-00-00 CANT @ 6'- 0.0" CANT @ 42'- 0.0" LEFT = 2102 RIGHT = 2855 BEARING AREA REQUIRED (SQ. IN) BRG @ 6'- 0.0" 3.36 DF / 5.19 HF / 4.94 SPF BRG @ 42'- 0.0" 4.57 DF / 7.05 HF / 6.72 SPF MAX LL DEFL = 0.035" @ 0'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.095" @ 0'- 0.0" L/90 = 0.800" MAX LL DEFL = -0.145" @ 26'- 2.0" L/240 = 1.771" MAX TL DEFL = -0.371" @ 25'- 5.3" L/180 = 2.361" MAX LL DEFL = 0.025" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.078" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.118" @ 15 MAX HORIZ. TL DEFL = 0.299" @ 15 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load ,+ nclosed structure, Exposure C, height to 30 feet). I o I 0 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#2) WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. General Notes, unless otherwise noted: 1. Design to support loads as shown. �oeaQFESS/r,^,� •� jt. Cqp,� FILE NO.: 2 2. Builder and erection contractor should be advised of all General Notes and Warnings before 2. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" o.c. respectively. �� �. C V 1 construction commences. 1x3 bracing be installed *. 3. 2x4 Impact bridging or lateral bracingg reyired where shown + + 3. compression web must where shown 4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the responsibility 3 the respective contractor. DATE: 8/4/2005 muse be desi ned and rovidad b deli ner of corn late structure. 5. Design assumes trusses are to be used in a non -corrosive environment, "dry 9 P Y e P CompuTrus assumes no responsibility for such bracing. and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if EXP. 3/31107 DES. BY: BS - 5. No load should be applied to any component until after all bracing and fasteners am complete, and at no time should any loads greater than design necessary. 7. Design assumes adeqquate drainage is provided. loads be applied to any component. 8. Plates shall be locate tl on both faces of truss, and placed so their center lines coincide with joint center lines. i1� G! SEQ. : 2388623 6. CompuTrus has no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. S E \� T.g N G _ fabrication, handling, shipment and installation of components. 7. This design Is furnished subject to the limitations on truss designs set forth 1 O. For basic design values of the CompuTrus Plate, indicated by the prefix C, see I.C.B. q . R.R. 4211. TF QF foe by TPI in HIB -01 or TPUWiCA in BCSI 1-03 copies of which will be fumished 11. The CompuTrus_ Net Section Plate is indicated by the prefix "CN" the CAI.\ by CompuTrus upon request. designator (1 8) Indicates 18 ga. material is used. All others are 2b ga. // `CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII IIII' VIII IIID IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 OF #1&BTR 1- 7 WEBS: 2x 4 DF STAND 1-12 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. 2)C-1.5X4.3-TYP AT DIAG. INLETS Loads as given NOTE: Truss not symmetrical. Orientation as shown. (2)C -1.5x2.6 or equal at uprights (UON). 24-00-00 12 5.00 C -70.7(S) C -2.5x4.3 0.25" / C -1.5x3.4 + 1-1o 0 C C -3x7.7+ TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE = 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 321- 4.0" TO 421- 0.0" V -BC CONC LL+DL= 50.0 LBS @ 24'- 0.0" BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY 24-00-00 C -4x7.7 4.0" Orf C -2.5x4.3 12 Q 5.00 C -7x14.5 -4x7.7 0.25" 0.25" C -2.5x4.3 C -2.5x4.3 C-5.5x6(S) C-5.5x6(S) C-5.50.7 C -1.5x3.4 Trans ID: 105989 /.Z.VI: (1L) -I: UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 594 B 1= -458 W 1= -439 W10= 153 T 2= 592 B 2= 1163 W 2= -2283 Wll= -3026 T 3= -1501 B 3= 1584 W 3= 499 W12= -704 T 4= -1763 B 4= 1392 W 4= -488 T 5= -1963 B 5= 1850 W 5= -181 fabrication, handling, shipment and Installation of components. T 6= -2138 B 6= 1749 W 6= 357 11. The CompuTrus T 7= 679 B 7= -413 W 7= 768 T 8= 551 W 8= -566 W 9= -102 CANT @ 6'- 0.0" CANT @ 42'- 0.0" LEFT = 2127 RIGHT = 2880 BEARING AREA REQUIRED (SQ. IN) BRG @ 6'- 0.0" 3.40 DF / 5.25 HF / 5.00 SPF BRG @ 42'- 0.0" 4.61 DF / 7.11 HF / 6.78 SPF MAX LL DEFL = -0.009" @ 0'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.010" @ 0'- 0.0" L/90 = 0.800" MAX LL DEFL = -0.053" @ 19'- 6.0" L/240 = 1.771" MAX TL DEFL = -0.145" @ 30'- 4.7" L/180 = 2.361" MAX LL DEFL = -0.010" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.009" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.026" @ 12 MAX HORIZ. TL DEFL = 0.069" @ 12 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). o I CD C -3x7.7+ o 6-00-00 36-00-00 6-00-00 1 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#3) otherwise noted: lads as shown. top and bottom chords to be laterally braced at -0" o.c. respectively. or lateral bracingg reyywired where shown + + is the res onsibifity oT the respective contractor. asses are to be used in a non -corrosive environment, dition" of use. I bearing at all supports shown. Shim or wedge if e uate drainage is provided. ted on both faces of truss, and placed so their center Dint center lines. Df plate in inches. flues of the CompuTrus Plate, indicated by the prefix R. 4211. I Section Plate is indicated by the prefix "CN" the sates 18 ga. material is used. All others are 2b ga. WARNINGS: General Notes, unle 1. Read all General Notes and Warnings before construction of trusses. 1. Design to suppoi 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes FILE NO.: 3 Warnings before construction commences. 2'-0" O.C. and at 3. 1x3 compression web bracing must be installed where shown+. 3. 2x4 Impact bridg 4. Installation of tru DATE: 8/41/20055. 4. All lateral force resisting elements such as temporary and permanent bracing, Design assumes "dry must be designed and provided by designer of complete structure. and are for c CompuTrus assumes no responsibility for such bracing. 6. Design assumes 5. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7.Design assumes loads be applied to any component. 8. Plates shall be Ic lines Coincide coil SEQ. 2388624 6. CompuTrus has no control over and assumes no responsibility for the 9. Digits indicate sn : fabrication, handling, shipment and Installation of components. 10. For basic design 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.B.O. by TPI in HIS -91 or TPIIWTCA In SCSI 1-03 copies of which will be furnished 11. The CompuTrus by CompuTrus upon request. designator (18) ii otherwise noted: lads as shown. top and bottom chords to be laterally braced at -0" o.c. respectively. or lateral bracingg reyywired where shown + + is the res onsibifity oT the respective contractor. asses are to be used in a non -corrosive environment, dition" of use. I bearing at all supports shown. Shim or wedge if e uate drainage is provided. ted on both faces of truss, and placed so their center Dint center lines. Df plate in inches. flues of the CompuTrus Plate, indicated by the prefix R. 4211. I Section Plate is indicated by the prefix "CN" the sates 18 ga. material is used. All others are 2b ga. /^Compu%us Inc. This design prepared from computer input by 111111111111111111111111111111111111111111111 /�/�/�/'/1'���a or; ra 12 C -4x4.3 5.00 4.0" C -1.5x3.4 C -5.5x6 f✓ C-5. 5x6 C -70.7(S) C -2.5x4.3+ �-i� C -2.5x4.3 0.25"\ C -1.5x3.4 ++ 6-00-00 + 2X6 DF of STUD c I �C-4x7.7 C -2.5x4.3 3)C -1.5x3.4+ C -30.7(S) C -30.7(S) 50# L L L 19-06-00 9-00-00 6-00-00 X36-00-00 21-00-00 48-00-00 Scaler 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#4) 12 Q 5.00 C -7x14.5 C -1.5x3.4 C -2.5x4.3 C -5.5x7.7 19-06-00 6-00-00 27-00-00 Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 596 B 1= -461 W 1= -428 T 2= 598 B 2= 1170 W 2= -2296 T 3= -1510 B 3= 1564 W 3= 468 T 4= -1718 B 4= 1577 W 4= -455 T 5= -556 B 5= 1835 W 5= 45 T 6= -1140 B 6= 1758 W 6= 145 T 7= -1145 B 7= -418 W 7= 81 T 8= -434 W 8= 633 T 9= -1827 W 9= -603 T10= -2149 W10= -54 Tll= 684 W11= 163 T12= 557 W12= -3044 W13= -705 CANT @ 6'- 0.0" CANT @ 42'- 0.0" LEFT = 2127 RIGHT = 2880 BEARING AREA REQUIRED (SQ. IN) General Notes, unless otherwise noted: LUMBER SPECIFICATIONS TRUSS SPAN 48'- BRG @ 42'- 0.0" 4.61 DF / 7.11 HF / 6.78 SPF LOAD DURATION INCREASE = 1.15 + SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. = 0.800" - TOP CHORDS: MAX LL DEFL = -0.072" @ 27'- 3.5" L/240 = 1.771" DATE: 8/4/2005 2x 4 DF #1&BTR 1- 5, 11-12 LOADING MAX LL DEFL = -0.003" @ 48'- 0.0" L/120 2x 6 TS 17E 8-10 LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DES. BY: BS MAX HORIZ. LL DEFL = 0.026" @ 16 DL ON BOTTOM CHORD = 7.0 PSF 2x 6 DF #2 6- 7 TOTAL LOAD = 41.0 PSF BOTTOM CHORDS: r+ UBC 97 reflecting a 80 mph wind load 1 b. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.C. R.R. 4211. 2x 4 DF #1&BTR 1- 7 -TC UNIF LL+DL= 102.0 PLF 321- 4.0" TO 42'- 0.0" V WEBS: designator (18) Indicates 18 ga. material is used. All others are 2b ga. NOTE: Truss not symmetrical. 2x 4 DF STAND 1-13 -BC CONC LL+DL= 50.0 LBS @ 24'- 0.0" TC LATERAL SUPPORT <= 12110C. UON. BC LATERAL SUPPORT <= 12110C. UON. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP Loads as given AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 24-00-00 24-00-00 12 C -4x4.3 5.00 4.0" C -1.5x3.4 C -5.5x6 f✓ C-5. 5x6 C -70.7(S) C -2.5x4.3+ �-i� C -2.5x4.3 0.25"\ C -1.5x3.4 ++ 6-00-00 + 2X6 DF of STUD c I �C-4x7.7 C -2.5x4.3 3)C -1.5x3.4+ C -30.7(S) C -30.7(S) 50# L L L 19-06-00 9-00-00 6-00-00 X36-00-00 21-00-00 48-00-00 Scaler 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#4) 12 Q 5.00 C -7x14.5 C -1.5x3.4 C -2.5x4.3 C -5.5x7.7 19-06-00 6-00-00 27-00-00 Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 596 B 1= -461 W 1= -428 T 2= 598 B 2= 1170 W 2= -2296 T 3= -1510 B 3= 1564 W 3= 468 T 4= -1718 B 4= 1577 W 4= -455 T 5= -556 B 5= 1835 W 5= 45 T 6= -1140 B 6= 1758 W 6= 145 T 7= -1145 B 7= -418 W 7= 81 T 8= -434 W 8= 633 T 9= -1827 W 9= -603 T10= -2149 W10= -54 Tll= 684 W11= 163 T12= 557 W12= -3044 W13= -705 CANT @ 6'- 0.0" CANT @ 42'- 0.0" LEFT = 2127 RIGHT = 2880 EXP. 3/31/07 BEARING AREA REQUIRED (SQ. IN) General Notes, unless otherwise noted: BRG @ 6'- 0.0" 3.40 DF / 5.25 HF / 5.00 SPF BRG @ 42'- 0.0" 4.61 DF / 7.11 HF / 6.78 SPF FILE N0.: 4 MAX LL DEFL = -0.019" @ 0'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.096" @ 0'- 0.0" L/90 = 0.800" MAX LL DEFL = -0.072" @ 27'- 3.5" L/240 = 1.771" DATE: 8/4/2005 MAX TL DEFL = -0.345" @ 27'- 3.5" L/180 = 2.361" MAX LL DEFL = -0.003" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.077" @ 48'- 0.0" L/90 = 0.800" DES. BY: BS MAX HORIZ. LL DEFL = 0.026" @ 16 7.Design assumes ade4uate drainage is provided. MAX HORIZ. TL DEFL = 0.072" @ 16 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. : 2388625 NOTE: Truss designed in accordance with 9. Digits indicate size of plate in inches. r+ UBC 97 reflecting a 80 mph wind load 1 b. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.C. R.R. 4211. of (enclosed structure, Exposure C, height to 30 feet). C CD by Compuirus upon request. designator (18) Indicates 18 ga. material is used. All others are 2b ga. NOTE: Truss not symmetrical. C:) Orientation as shown. EXP. 3/31/07 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE N0.: 4 Warnings before construction commences. 2'-0" on. and at 12'-0" o.c. respectively. 9. 10 compression web bracing must be Installed where shown .. 3. 2x4 Impact bridging or lateral bracingg reyywired where shown + + 4. Installation truss is the the 4. All lateral force resisting elements such as temporary and permanent bracing, of resrnsibifity of respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, DATE: 8/4/2005 must be designed and provided by designer of complete structure. and are for "dry condition" of use. Compu7rus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if 5. No load should be applied to any component until after all bracing and necessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7.Design assumes ade4uate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. : 2388625 6. CompuTrus has no control over and assumes no responsibility for the handling, Installation 9. Digits indicate size of plate in inches. fabric ation, shipment and of components. 7. This design Is furnished subject to the limitations on truss designs set forth 1 b. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.C. R.R. 4211. by TPI in HIB -91 or TPI1WTCA in SCSI 1-09 copies of which will be furnished 11. The CompuTrus. Net Section Plate is indicated by the prefix "CN" the by Compuirus upon request. designator (18) Indicates 18 ga. material is used. All others are 2b ga. EXP. 3/31/07 ,//CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII /� oi„ . ra n,,; t lin , rr,mr ,,n -t Trans ID: 105989 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 24-00-00 24-00-00 I 12 C -4x4.3 12 5.00 C -4x9.3 i 4.0" C-1.50.4 Q 5.00 C -5.5x7.7 (S) C -5. 5x6 C -3x4.3 2� C -2.5x4.3 0.25"\I C -7x14.5 6-00-00 C -1.5x3.4 C-1.50.4 r + 2X6 DF + o STUD + c 0 o C -5.5x6 3)C -1:5x3.4+ C -2.5x9.3 C -4x4.3 C -30.7(S) C-5.50.7 C-3x7.7(S) I ,I +509 L L 1�9-06-00 9-00-00 19-06-00 8-00-00 34-00-00 6-00-00 21-00-00 27-00-00 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#5) WARNINGS: Gel 1. Read all General Notes and Warnings before construction of trusses. 1. HF / 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: 5 Warnings before construction commences. /.L.UYt1Lj- 3. 1x3 compression web bracing must be installed wham shown *. 3. 4.5 = 0.800" 4. All lateral force resisting elements such as temporary and permanent bracing, MAX TL DEFL = -0.207" @ 0'- 0.0" DATE: 8/4/2005 must be designed and provided by designer of complete structure. . MAX LL DEFL = -0.124" @ 27'- 3.5" CompuTrus assumes no responsibility for such bracing. 6. LUMBER SPECIFICATIONS TRUSS SPAN 48'- 0.0" DES. BY: BS fasteners are complete, and at no time should any loads greater than design UBC 97/TPI SINGLEMEMBER 8• FORCES 4WRGD 6. CompuTrus has no control over and assumes no responsibility for the g : LOAD DURATION INCREASE = 1.15 + T 1= 637 B 1= -500 W 1= -415 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2=887 30 feet). B 2= 421 W 2= -2140 • TOP CHORDS: o Orientation as shown. T 3= -823 B 3= 1181 W 3= 831 2x 4 DF #1&BTR 1- 5, 11-12 LOADING T 4= -1418 B 4= 1316 W 4= -920 2x 6 TS 17E 8-10 LL( 20.0)+DL( 19.0) ON TOP CHORD = 34.0 PSF T 5= -645 B 5= 1654 W 5= 341 2x 6 DF #2 6- 7 DL ON BOTTOM CHORD = 7.0 PSF T 6= -813 B 6= 1634 W 6= -89 BOTTOM CHORDS: TOTAL LOAD = 91.0 PSF T 7= -816 B 7= -421 W 7= 52 2x 4 DF #1&BTR 1- 7 -TC UNIF LL+DL= 102.0 PLF 32'- 4.0" TO 42'- 0.0" V T 8= -450 W 8= 773 WEBS: T 9= -1600 W 9= -794 2x 4 DF STAND 1-13 -BC CONC LL+DL= 50.0 LBS @ 24'- 0.0" T10= -1996 W10= 22 T11= 687 Wll= 114 TC LATERAL SUPPORT <= 12"OC. UON. T12= 560 W12= -2878 BC LATERAL SUPPORT <= 12"OC. UON. W13= -706 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 24-00-00 24-00-00 I 12 C -4x4.3 12 5.00 C -4x9.3 i 4.0" C-1.50.4 Q 5.00 C -5.5x7.7 (S) C -5. 5x6 C -3x4.3 2� C -2.5x4.3 0.25"\I C -7x14.5 6-00-00 C -1.5x3.4 C-1.50.4 r + 2X6 DF + o STUD + c 0 o C -5.5x6 3)C -1:5x3.4+ C -2.5x9.3 C -4x4.3 C -30.7(S) C-5.50.7 C-3x7.7(S) I ,I +509 L L 1�9-06-00 9-00-00 19-06-00 8-00-00 34-00-00 6-00-00 21-00-00 27-00-00 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#5) CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2244 RIGHT = 2763 WARNINGS: Gel 1. Read all General Notes and Warnings before construction of trusses. 1. HF / 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: 5 Warnings before construction commences. 6.50 SPF 3. 1x3 compression web bracing must be installed wham shown *. 3. 4.5 = 0.800" 4. All lateral force resisting elements such as temporary and permanent bracing, MAX TL DEFL = -0.207" @ 0'- 0.0" DATE: 8/4/2005 must be designed and provided by designer of complete structure. . MAX LL DEFL = -0.124" @ 27'- 3.5" CompuTrus assumes no responsibility for such bracing. 6. S. No load should be applied to any component until after all bracing and L/180 DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7• L/120 loads be applied to any component. 8• SEQ. 2388626 6. CompuTrus has no control over and assumes no responsibility for the g : fabrication, handling, shipment and installation of components. 10 7. This design is famished subject to theIlmitatlons on truss designs set forth MAX HORIZ. TL DEFL = 0.055" @ 16 by TPI In HIB -91 or TPbWrCA in SCSI 1-03 copies of which will be furnished 11. NOTE: Truss designed in accordance by CompuTrus upon request. CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2244 RIGHT = 2763 Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 12'-0" o.c. respectively. npact bridging or lateral bracing required where shown + + lation of truss is the responsibility of the respective contractor. In assumes trusses are to be used in a non -corrosive environment, ire for "dry condition° of use. In assumes full bearing at all supports shown. Shim or wedge if i•sary. n as adequate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center lines. indicate size ofp late in inches. lasic design values of the CompuTrus Plate, indicated by the prefix ,ee LC.B.O. R.R. 4211. ,ompuTrus Net Section Plate is indicated by the prefix "CN" the nator (1 8) indicates 18 ga. material is used. All others are 2b ga. EXP. 3/31/07 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.59 DF / 5.54 HF / 5.28 SPF BRG @ 42'- 0.0" 4.42 DF / 6.82 HF / 6.50 SPF MAX LL DEFL = -0.061" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = -0.207" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.124" @ 27'- 3.5" L/240 = 1.671" MAX TL DEFL = -0.466" @ 27'- 3.5" L/180 = 2.228" MAX LL DEFL = 0.022" @ 98'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.134" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.019" @ 16 MAX HORIZ. TL DEFL = 0.055" @ 16 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). C> NOTE: Truss not symmetrical. o Orientation as shown. Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 12'-0" o.c. respectively. npact bridging or lateral bracing required where shown + + lation of truss is the responsibility of the respective contractor. In assumes trusses are to be used in a non -corrosive environment, ire for "dry condition° of use. In assumes full bearing at all supports shown. Shim or wedge if i•sary. n as adequate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center lines. indicate size ofp late in inches. lasic design values of the CompuTrus Plate, indicated by the prefix ,ee LC.B.O. R.R. 4211. ,ompuTrus Net Section Plate is indicated by the prefix "CN" the nator (1 8) indicates 18 ga. material is used. All others are 2b ga. EXP. 3/31/07 VIII II I II IIII i�Campujrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) . TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 7 WEBS: 2x 4 DF STAND 1-12 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12110C. UON. 2)C-1.5X4.3-TYP AT DIAG. INLETS Loads as given NOTE: Truss not symmetrical. Orientation as shown. (2)C -1.5x2.6 or equal at uprights (UON). TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE = 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 32'- 4.0" TO 42'- 0.0" V BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 24-00-00 24-00-00 I 1 12 C -4x7.7 12 5.00 F--- 4.011 Q 5.00 C-5.5x7.7(S) C -3x4.3 0.25" C -1.5x3.4 \� V/ 0 I 0 o C-30.7+ C -5.5x6 0.25" C -4x4.3 C-5.5x6(S) Orr\ C -2.5x4.3 C -7x14.5 0.25" C -2.5x4.3 C-5.5x6(S) C -5.5x7.7 C -1.5x3.4 Trans ID: 105989 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1= 636 B 1= -498 W 1= -427 W10= 81 T 2= 889 B 2= 399 W 2= -2110 W11= -2824 T 3= -795 B 3= 1162 W 3= 856 W12= -703 T 4= -1372 B 4= .1149 DATE: 8/41/2005 W 4= -912 T 5= -1707 B 5= 1627 W 5= 60 fasteners are complete, and at no time should any loads greater than design T 6= -1953 B 6= 1599 W 6= 68 Digits indicate size of plate in inches. T 7= 682 B 7= -415 W 7= 785 T 8= 554 by upon request. W 8= -617 W 9= -7 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2218 RIGHT = 2739 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.55 DF / 5.48 HF / 5.22 SPF BRG @ 42'- 0.0" 4.38 DF / 6.76 HF / 6.45 SPF MAX LL DEFL = -0.016" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = -0.026" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.043" @ 30'- 4.7" L/240 = 1.671" MAX TL DEFL = -0.123" @ 30'- 4.7" L/180 = 2.228" MAX LL DEFL = -0.013" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = -0.017" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.019" @ 12 MAX HORIZ. TL DEFL = 0.052" @ 12 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). r-1 C:> �CD 0 C -3x7.7+ o 8-00-00 34-00-00 6-00-00 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#6) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 6 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing9 reyired where shown + + 4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the respponsibiflly 3 the respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, DATE: 8/41/2005 must be designed and provided by designer of complete structure. and are for "drycondition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes ade4nate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ.: 23886279. 6. CompuTrusfabrication, has no control over and assumes no responsibility for the Digits indicate size of plate in inches. handling, shipment and Installation of components. 10. For basic desigqn values of the CompuTrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.B.O. R.R. 4211. by TPI in HIB -01 or TPMCA in BCSI 1-03 copies of which will be furnished CompuTrus 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the designator (18) Indicates 18 ga. material is used. All others are 2b ga. by upon request. EXP. 3/31/07 1 `C3M.nus Inc. n�n LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DE #1&BTR 1- 7 WEBS: 2x 4 DF STAND 1-12 TC LATERAL SUPPORT <='12"OC. UON. BC LATERAL SUPPORT <= 12"OC. UON. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 7 WEBS: 2x 4 OF STAND 1-12 TC LATERAL SUPPORT <= 12110C. UON. BC LATERAL SUPPORT <= 12110C. UON. TRUSS SPAN 48'- 0.0" _ LOAD DURATION INCREASE = 1.33 SPACED 24.0" O.C. LOADING LL( 8.0)+DL( 14.0) ON TOP CHORD = 22.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 29.0 PSF -TC UNIF LL+DL= -26.2 PSF 0'- 0.0" TO 48'- 0.0" V TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE= 1.33 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= -13.1 PSF 0'- 0.0" TO 48'- 0.0" V Trans ID: /.L. U1. (.5t') -1: CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 141 RIGHT = 126 BEARING AREA REQUIRED (SQ. IN) BRG @ 81- 0.0" 0.23 DF / 0.35 HF / 0.33 SPF BRG @ 42'- 0.0" 0.20 DF / 0.31 HF / 0.30 SPF WARNINGS: SINGLE MEMBER FORCES T 1= 74 B 1= -60 W 1= 51 W10=79 T 2= 39 B 2= 15 W 2- -80 W11= -111 T 3= -57 B 3= 59 W 3= 85 W12= 53 T 4= -92 B 4= 57 W 4= -30 T 5= -101 B 5- 73 W 5= 76 T 6= -94 B 6- 54 W 6= 50 T 7= " 38 B 7= -31 W 7- 70 T 8= 41 W 8= -176 W 8= 52 W 9= -209 W 9= 8 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 141 RIGHT = 126 BEARING AREA REQUIRED (SQ. IN) BRG @ 81- 0.0" 0.23 DF / 0.35 HF / 0.33 SPF BRG @ 42'- 0.0" 0.20 DF / 0.31 HF / 0.30 SPF CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 1413 .RIGHT = 1265 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 2.26 OF / 3.49 HF / 3.32 SPF BRG @ 42'- 0.0" 2.02 DF / 3.12 HF / 2.98 SPF WARNINGS: SINGLE MEMBER FORCES T 1= 436 B 1= -348 W 1= -263 W10= 264 T 2= 592 B 2= 206 W 2= -1303 W11= -1287 T 3= -447 B 3= 665 W 3=530 W12= -280 T 4= -787 B 4= 628 W 4= -539 T 5= -885 B 5= 802 W 5= 25 T 6= -785 B 6= 610 W 6= 106 T 7= 394 B 7= -311 W 7= 315 T.8= 397 W 8= -176 W 9= -209 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 1413 .RIGHT = 1265 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 2.26 OF / 3.49 HF / 3.32 SPF BRG @ 42'- 0.0" 2.02 DF / 3.12 HF / 2.98 SPF EXP. 3/31/07 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 6 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be installed where shown +. 3. 2x4 Impact bridging or lateral bracin r wired where shown + + p. 9 9. 4. Installation the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of truss Is the renonsibi Ity o respective contractor. 5. Design assumes trusses are To be used in a non -corrosive environment, must be designed and provided by designer of complete structure. and for "dry condition" of use. Compu7rus assumes no responsibility for such bracing. 6. Desiare gn assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing and necessary. DE $ . $Y • ' $S fasteners are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is prOVided. loads be applied to any component. 8. Plates shall be located on both faces o truss, and placed so their center S E 2388627 -Ll 4 6. CompuTrus has no control over and assumes no responsibility for the lines coincide with joint center lines. 9. Digits indicate size of plate in inches. • fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", I.C.B.O. R.R. set by TPI to HIO -91 or TPUMCA in BCSI 1-03 copies of which will be furnished see 4211. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the by Compu7rus upon request designator (18) indicates 18 ga. material is used. All others are 26 ga. EXP. 3/31/07 VIII II I II IIII /\Cam"puTrus Inc. This design prepared from computer input by I IIIIII IIII' VIII VIII VIII VIII VIII (III IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) . TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DF STAND 1-11 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. Loads as given (2)C -1.5x2.6 or equal at uprights (UON). 24-00-00 12 5.00 C -70.7(S) C -2.5x4.3 0.25" C -1.5x3.4 0 I C -3x7.7 C -2.5x4.3+ a 3.00 C-5.50.7 12 TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE = 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 32'- 4.8" TO 42'- 0.0" V BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. C -7X7.7 24-00-00 12 Q5.00 C -2.5x4.3 �C-7x14.5 C -1.5x3.4 C -5.5X14.5 C -2.5x4.3 3.00 12 C -7X7.7 8-00-00 34-00-00 6-00-00 y 8-03-08 i 16-08-08 16-08-08 6-03-08 8-04-04 18-03-12 21-04-00 Trans ID: 105989 /.Z.UC-ilL)-A UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 W10= -3617 T'2= 949 B 2= 409 W 2= -2244 W11= -713 T 3= -1733 B 3= 1722 W 3= 1279 T 4= -2144 B 4= 2707 W 4= -747 T 5= -2413 B 5= 2234 W 5= 252 T 6= -2878 B 6= -445 W 6= 1362 T 7= 712 S. CompuTrus has no control over and assumes no responsibility for the lines coincide with joint center lines. g. Digits indicate Size Of plate in inches. W 7= -567 T 8= 587 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.8.0. R.R. 4211. W 8= -274 11. The CompuTrusNet Section Plate is indicated by the prefix "CN' the by CompuTrus upon request. designator (1 8) indicates 18 ga. material is used. All others are 26 ga. W 9= 421 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2225 RIGHT = 2725 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.56 DF / 5.50 HF / 5.24 SPF BRG @ 42'- 0.0" 4.36 DF / 6.73 HF / 6.41 SPF MAX LL DEFL = 0.020" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = 0.069" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.089" @ 25'- 0.0" L/240 = 1.671" MAX TL DEFL = -0.247" @ 30'- 4.7" L/180 = 2.228" MAX LL DEFL = 0.015" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.059" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.072" @ 11 MAX HORIZ. TL DEFL = 0.200" @ 11 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 EXP. 3/31/07 OF 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#7) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 7 before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. .warnings 3. 10 compression web bracing must be installed where shown *. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibiflly of the respective contractor. 4. All lateral force resisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, DATE 8/4/2005 must be designed and provided b designer of complete structure. g D Y 9 D and are for "dry condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes adey4ate drainage is provided. loads be applied to any component. 8. Plates shall be locatetl on both faces of truss, and placed so their center SEQ. : 2388628 S. CompuTrus has no control over and assumes no responsibility for the lines coincide with joint center lines. g. Digits indicate Size Of plate in inches. fabrication, handling, shipment and installation of components. 1 O. For basic desigqn values of the CompuTrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.8.0. R.R. 4211. by TPI In HIB -91 or TPI/WTCA in BCSI 1-03 copies of which will be furnished 11. The CompuTrusNet Section Plate is indicated by the prefix "CN' the by CompuTrus upon request. designator (1 8) indicates 18 ga. material is used. All others are 26 ga. EXP. 3/31/07 OF /^CocnpuT�us Inc. This design prepared from computer input by 1111111111111111111111111111111111111 IN IN LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) . TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 8 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DF STAND 1-11 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12110C. UON. 0 I o� I 0 Loads as given TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE = 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 32'- 4.8" TO 42'- 0.0" V BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 24-00-00 24-00-00 I 11 12 C-70.7 12 5.00 Q 5.00 C-70.7 (S) r_i l;ya I r_? s„a 1 C -2.5x4.3 12 J.vV J.Vv 12 C -2.5x4.3 8-00-00 L 34-00-00 6-00-00 8-03-08 16-08-08 16-08-08 6-03-08 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL 08) Trans ID: 105989 /.L.UY ilL) -Y UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 W10= -3617 T 2= 949 B 2= 409 W 2= -2244 Wll= -713 T 3= -1733 B 3= 1722 W 3= 1279 6. Design assumes full bearing at all supports shown. Shim or wedge if T 4= -2144 B 4= 2707 W 4= -747 T 5= -2413 B 5= 2234 W 5= 252 fabrication, handling, shipment and installation of wmponents. T 6= -2878 B 6= -445 W 6= 1362 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the 2b T 7= 712 designator (18) indicates 18 ga. material is used. All others are ga. W 7= -567 T 8= 587 W 8= -274 W 9= 421 CANT @ 8'- 0.0" CANT @ 42'- 0.0" LEFT = 2225 RIGHT = 2725 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.56 DF / 5.50 HF / 5.24 SPF BRG @ 42'- 0.0" 4.36 DF / 6.73 HF / 6.41 SPF MAX LL DEFL = 0.020" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = 0.069" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.089" @ 25'- 0.0" L/240 = 1.671" MAX TL DEFL = -0.247" @ 30'- 4.7" L/180 = 2.228" MAX LL DEFL = 0.015" @ 48'- 0.0" L/120 = 0.600" MAX TL DEFL = 0.059" @ 48'- 0.0" L/90 = 0.800" MAX HORIZ. LL DEFL = 0.072" @ 11 MAX HORIZ. TL DEFL = 0.200" @ 11 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 0 0 EXP. 3131/07 W WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 8 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation truss is the the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of responsibility oT respective contractor. Design assumes trusses are 5. o be used in a non -corrosive environment, must be designed and provided by designer of complete structure. and are for "dry condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing and necessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes adeyate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. : 2388629 6. CompuTrus has no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. fabrication, handling, shipment and installation of wmponents. 10. For basic desigqn values of the CompuTrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.8.0. R.R. 4211. by TPI in HIB -91 or TPVWTCA In BCSI 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the 2b by CompuTrus upon request. designator (18) indicates 18 ga. material is used. All others are ga. EXP. 3131/07 W I VIII II I II III /\Cum"p�/�u ruS Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII /�/�n���► or.;.,., M P -4 -vim,.., n,,;ia;.,- r--- --- t� LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 9 2x 6 DF #2 5- 6 _ BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 7 WEBS: 2x 4DF STAND 1-12 2x11.8740 DF #2 13 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. 0 Loads as given 24-00-00 12 5.00 C-7x7.7(S) C -3x7.7+ TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE= 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 32'- 4.8" TO 42'- 0.0" V BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. C -12x14.5 a 3.00 3.00 12 12 24-00-00 12 a 5.00 C -7x14.5 1.5x3.9 C -7x7.7 C -7x11.9 C -3x7.7+ C -2.5x9.3 8-00-00 3507-04 4-04-12� 8-03-08 16-08-08 16-08-08 6-03-08 Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 Wll= -563 T 2= 948 B 2= 514 W 2= -2434 W12= 2015 T 3= -1985 B 3= 1980 W 3= 1424 W13= -2556 T 4= -2538 B 4= 3397 W 4= -850 T 5= -2869 B 5= 3386 W 5= 376 loads be applied to any component. T 6= -3802 B 6= 158 W 6= 1691 1O. For basic desiggn values of the CampuTrus Plate, indicated by the prefix l T 7= -1436 B 7= -362 W 7= -854 T 8= -1297 W 8= 97 T 9= 472 W 9= 82 W10= -2848 CANT @ 8'- 0.0" CANT @ 43'- 7.3" LEFT = 2361 RIGHT = 2589 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.78 DF / 5.83 HF / 5.56 SPF BRG @ 43'- 7.3" 4.14 DF / 6.39 HF / 6.09 SPF MAX LL DEFL = 0.030" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL =0.101" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.112" @ 30'- 4.7" L/240 = 1.751" MAX TL DEFL = -0.320" @ 30'- 4.7" L/180 = 2.335" MAX LL DEFL = 0.029" @ 48'- 0.0" L/120 = 0.440" MAX TL DEFL = 0.097" @ 48'- 0.0" L/90 = 0.586" MAX HORIZ. LL DEFL = 0.087" @ 14 MAX HORIZ. TL DEFL = 0.244" @ 14 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 I O I 0 EXP. 3/31/07 OF 98-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#9) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 9 warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be installed where shown .. 3. 2x4 Impact bridging or lateral bracingq reyqired where shown + + 4. Installation truss is the the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of responsibi illy 3 respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure. and are for "dry condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing and necessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Desi n assumes ade uate drains a is provided. 9 9 loads be applied to any component. 8. Plates shall be locate on both faces o truss, and placed so their center SEQ. 2388630 6. CompuTrus has no control over and assumes no responsibility for the lines coincide with joint center lines. g. Digits indicate size plate in inches. : fabrication, handling, shipment and installation of components. g p p 1O. For basic desiggn values of the CampuTrus Plate, indicated by the prefix l 7. This design is furnished subject to the limitations on truss designs set forth °C", see I.C.B.O. R.R. 4211. by TPI in HIS -91 or TPUWfCA in BCSI 1-03 copies of which will be furnished 11. The CompuTrusNet Section Plate is indicated by the prefix "CN" the by CompuTrus upon request. designator (18) indicates 18 ga. material is used. All others are 2b ga. EXP. 3/31/07 OF //^\CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 4, 7- 9 2x 6 DF #2 5- 6 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 7 " WEBS: 2x 4 DF STAND 1-11, 13 2x 4 DF #1&BTR 12 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. Loads as given 24-00-00 TRUSS SPAN 48'- 0.0" LOAD DURATION INCREASE = 1.15 + SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF -TC UNIF LL+DL= 102.0 PLF 32'- 4.8" TO 42'- 0.0" V BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 24-00-00 12 C -12X14.5 12 5.00 D5.00 C -70.7(S) C -3x4.3 C -2.5x4.3 0.25" C -7x11.9 C -1.5x3.4 C-1.50.4 r, + C -5.5x11.9 + C-70.7 C:) + IV C -4x6 C -2.5x4.3 o C -3x7.7+ SIC -7x7.7 C -7x11. I C -3x7.7+ x3.00 3.00 C -2.5x4.3 12 12 i 8-00-00 i 3602-00 3-10-00 8-03-08 16-08-08 16-08-08 6-03-08 Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 655 B 1= -517 W 1= -437 W11= -555 T 2= 948 B 2= 545 W 2= -2491 W12= 2405 T 3= -2061 B 3= 2058 W 3= 1468 W13= -2466 T 4= -2657 B 4= 3605 W 4= -881 ' T 5= -3006 B 5= 3734 W 5= 414 loads be applied to any component. T 6= -4081 B 6= -175 W 6= 1790 10. For basic desigqn values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. T 7= -1974 B 7= -303 W 7= -940 T 8= -1860 W 8= 210 T 9=. 391 W 9= -20 W10= -2625 CANT @ 8'- 0.0" CANT @ 44'- 2.0" LEFT = 2402 RIGHT = 2548 BEARING AREA REQUIRED (SQ. IN) BRG @ 8'- 0.0" 3.84 DF / 5.93 HF / 5.65 SPF BRG @ 44'- 2.0" 4.08 DF / 6.29 HF / 6.00 SPF MAX LL DEFL = 0.035" @ 0'- 0.0" L/120 = 0.800" MAX TL DEFL = 0.115" @ 0'- 0.0" L/90 = 1.067" MAX LL DEFL = -0.123" @ 30'- 4.7" L/240 = 1.779" MAX TL DEFL = -0.353" @ 30'- 4.7" L/180 = 2.372" MAX LL DEFL = 0.028" @ 48'- 0.0" L/120 = 0.383" MAX TL DEFL = 0.094" @ 48'- 0.0" L/90 = 0.511" MAX HORIZ. LL DEFL = 0.091" @-14 MAX HORIZ. TL DEFL = 0.256" @ 14 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 0 o 0 EXP. 3/31/07 OF 48-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#10) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 10 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be installed where shown +. 3. 2x4 Impact bridging or lateral bracin re wired where shown + + P, 9. 4. Installation truss the the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of IS responsibi Iry o respective Contractor. 5. Design assumes trusses are to be used in a non -Corrosive environment, "dry must be designed and provided b designer of complete structure. 9 v Y 9 P and are for condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if ' S. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes adeqquate drainage is provided. loads be applied to any component. 8. Plates shall be locatetl on both faces of truss, and placed so their center SEQ. 2 3 8 8 6 1 6 6. CompuTrus has no control over and assumes no responsibility for the installation lines coincide with joint center lines. 9.Digits indicate size of plate in inches. .: fabrication, handling, shipment and of components. T. This design Is furnished subject to the limitations on truss designs set forth 10. For basic desigqn values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. by TPI In HIB -91 or TPl1WTCA in SCSI 1-03 copies of which will be furnished 11. The CompurNet Section Plate is indicated by the prefix "CN" the by CompuTrus upon request. designator (18) 18 ga. material is used. All others are 2b ga. indicates EXP. 3/31/07 OF /\campuTrus Inc. This design prepared from computer input by 1111111111111111111111111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 7 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DP STAND 1-11 TC LATERAL SUPPORT <= 12110C. UON. BC LATERAL SUPPORT <= 12110C. UON. 21-00-00 12 5.00 C -2.5x4.3 C-5.5x6(S) 0.25" TRUSS SPAN 42'- 0.0" LOAD DURATION INCREASE = 1.15 +' SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 21-00-00 'I C -4x11.9 12 11.91r x5.00 C-5.5x6(S) 1 0.25" C -1.5x3.4 C -3x6 o C -5.5x6+ o I o C -3x4.3 # �o o C -3x7.7+ C -5.5x6 C -4x6+ C-3x4.3(S) C -2.5x4.3 C -4x4.3 0 x3.00 C -4x4.3 12 # PROVIDE FULL BEARING. 4-03-08 13-08-08 8-00-04 15-11-12 �4-00-00� 14-01-12 23-10-04 4-03-08 13-08-08 24-00-00 Notes, unless otherwise noted: to to support loads as shown. Trans ID: 105989 UBC 97/TPI 42-00-00 Scale: 1/8" 4WRGD T 1= JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL 011) B 1= -253 WARNINGS: Gei W 9= -828 1. Read all General Notes and Warnings before construction of trusses. 1. B 2= 2. Builder and erection contractor should be advised of all General Notes and 2. FILE N0.: 11 Warnings before construction commences. T 3= 117 3. 1x3 compression web bracing must be installed where shown +. 3. 4. W 3= 4. All lateral force resisting elements such as temporary and permanent bracing, 5. DATE: 8/4/2005 must be designed and provided by designer of complete structure. B 4= 216 CompuTrus assumes no responsibility for such bracing. 6. S. No load should be applied to any component until after all bracing and -599 DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. -350 loads be applied to any component. 8• SEQ. 2388617 6. CompuTrus has no control over and assumes no responsibility for the g : fabrication, handling, shipment and installation of components. 10 T 7= 7. This design Is furnished subject to the limitations on truss designs set forth by TPI In HIB -91 or TPIJWTCA in SCSI 1-03 copies of which will be furnished 11. by CompuTrus upon request. Notes, unless otherwise noted: to to support loads as shown. Trans ID: 105989 UBC 97/TPI SINGLEMEMBER FORCES 4WRGD T 1= 356 B 1= -253 W 1= -817 W 9= -828 T 2= -654 B 2= -295 W 2= 792 W10= 601 T 3= 117 B 3= 584 W 3= -125 Wll= -431 T 4= 56 B 4= 216 W 4= -615 T 5= -599 B 5= 967 W 5= -350 T 6= -1516 B 6= 1588 W 6= -679 T 7= -1811 W 7= -862 W 8= 787 CANT @ 4'- 0.0" LEFT = 949 RIGHT = 966 INT. = 1529 @ 18'- 3.5" BEARING AREA REQUIRED (SQ. IN) BRG @ 4'- 0.0" 1.52 DF / 2.34 HF / 2.23 SPF BRG @ 18'- 3.5" 2.45 OF / 3.78 HF / 3.60 SPF BRG @ 42'- 0.0" 1.55 OF / 2.38 HF / 2.27 SPF MAX LL DEFL = -0.006" @ 0'- 0.0" L/120 = 0.400" MAX TL DEFL = -0.015" @ 0'- 0.0" L/90 = 0.533" MAX LL DEFL = -0.015" @ 11'- 10.1" L/240 = 0.685" MAX TL DEFL = -0.031" @ 11'- 10.1" L/180 = 0.914" MAX LL DEFL = -0.051" @ 32'- 6.4" L/240 = 1.171" MAX TL DEFL = -0.105" @ 32'- 6.4" L/180 = 1.561" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). assumes the top and bottom chords to be laterally braced at :. and at 12'-0' o.c. respectively. )act bridging or lateral bracing required where shown + + :ion of truss is the respponsibility of the respective contractor. assumes trusses are to be used in a non -corrosive environment, for "dry conon' of use. assumes full ditibearing at all supports shown. Shim or wedge if assumes adepuate drainage is provided. (hall be located on both faces of truss, and placed so their center incide with joint center lines. idicate size of plate in inches. lic design values of the CompuTrus Plate, indicated by the prefix I I.C.B.O. R.R. 4211. 7ipuTrusNet Section Plate is indicated by the prefix "CN" the itor (18) Net 18 ga. material is used. All others are 2b ga. EXP. 3/31t07 VIII II I II IIII /\Cam"Pu ruS Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII III) LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 7 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DF STAND 1-10 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. NOTE: Truss not symmetrical. Orientation as shown. TRUSS SPAN 42'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Trans ID: 105989 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1= 399 B 1= -308 W 1= -253 W 9= 569 T 2= 405 B 2= 1113 W 2= -2145 W10= -400 T 3= -1738 B 3= 1836 W 3= 661 T 4= -1920 B 4= 1568 W 4= -504 T 5= -2055 B 5= 2301 W 5= -272 T 6= -2940 B 6= 2884 W 6= 330 T 7= -3228 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the CA1-� W 7= 758 designator (18) indicates 18 ga. material is used. All others are 2b ga. W 8= '-813 CANT @ 4'- 0.0" LEFT = 1906 RIGHT = 1538 Truss designed for 4x2 outlookers. 2x let -ins of the same BEARING AREA REQUIRED (SQ. IN) size & grade of struct'1 top chord requ'd. Insure tight fit BRG @ 41- 0.0" 3.05 OF / 4.71 HF / 4.49 SPF at eachend of let -in. Connect w/C-2.5x4.3 at each end & BRG @ 421- 0.0" 2.46 DF / 3.80 HF / 3.62 SPF C -1.5x2.6 at center of board (UON). Refer to Seq. no. 056943 for plate placement detail. MAX LL DEFL = 0.022" @ 0'- 0.0" L/120 = 0.400" MAX TL DEFL = 0.046" @ 01- 0.0" L/90 = 0.533" WEB BRACE MAY BE INSTALLED MAX LL DEFL = -0.129" @ 281- 3.7" L/240 = 1.871" ON OPPOSITE SIDE OF WEB SHOWN MAX.TL DEFL = -0.264" @ 281- 3.7" L/180 2.494" WITH (+) TO GAIN MORE MAX HORIZ. LL DEFL = 0.048" @ 12 CLEARANCE. MAX HORIZ. TL DEFL = 0.098" @ 12 21-00-00 21-00-00 NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load 12 C -4x6 12 (enclosed structure, Exposure C, . height to 30 feet) . 5.00-5.5x6(S) 4.011 a5 . 00 0.25" C -4x7.7 C -1.5x3.4 C-5.5x6(S) 0.25" C -1.5x3.4 -4 I 0 0 -INA 111111 I I 11 11111WA 111111 imil C) o o C -3x7.7+ C -4x7.7 C -2.5x4.3 C -4x4.3 C -2.5x4.3 C -5.5x6 0 C -3x4.3 C-3x6(S) C-3x6(S) 15-11-12 10-00-08 15-11-12 �4-00-00 38-00-00 42-00-00 Scale: 1/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#12) WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 12 Warnings before construction commences. 2'-0" o.c. and at 12'-0' o.c. respectively. �V 3. 1x3 compression web bracing must be installed where shown .. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation is the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of IHSS the resppOnsibifiry oT respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, �L must be designed and provided by designer of complete structure. and are for "dry Condition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if EXP. 3/31/07 DES. BY: BS • S. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design necessary. 7. Design assumes adeyate drainage is provided. 1� loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint Center lines. t G SEQ : 2388618' 6. CompuTrus has no control over and assumes no responsibility for the g. Digits indicate size of plate in inches. ST � EN G`�v . fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth 10."C",, see I design B ign R.R. 4211the CompuTrus Plate, indicated by the prefix OF COQ by TPI in HIB -9i or TPI/WTCA In BCSI 1-03 copies of which will be furnished . 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the CA1-� by CompuTrus upon request. designator (18) indicates 18 ga. material is used. All others are 2b ga. /\ci3rpuTcus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 2 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 2 WEBS: 2x 4 Dc? STAND 1 TC LATERAL SUPPORT <= 12"OC. DON. BC LATERAL SUPPORT <= 12"OC. DON. rn O VL 7 O O TRUSS SPAN 5'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF Trans ID: 105989 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1= -178 B 1= 79 W 1= 35 T 2= -178 B 2= 79 LEFT = 205 RIGHT = 205 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.33 DF / 0.51 HF / 0.48 SPF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BRG @ 5'- 0.0" 0.33 DF / 0.51 HF / 0.48 SPF AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. MAX LL DEFL = 0.000" @ 4'- 8.5" L/240 = 0.221" MAX TL DEFL = -0.001" @ 2'- 6.0" L/180 = 0.294" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). 2-06-00 2-06-00 12 12 12.00F C -4x4.3 12.00 4.01' 5-00-00 Scale: 1/2" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#13) rn O Ln O O Truss designed for 4x2 outlookers. 2x let -ins of the same size & grade of struct'l top chord requ'd. Insure tight fit at each end of let -in. Connect w/C-2.5x4.3 at each end & C -1.5x2.6 at center of board (UON). Refer .to Seq. no. 056943 for plate placement detail. WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 13 Warnings before construction commences. 2'-0' o.c. and at 12'-0" O.C. respectively. 3. 1x3 compression web bracing must be installed where shown .. 3. 2x4 Impact bridging or lateral bracing required where shown + + DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the responsibifity oT the respective contractor. S. Design assumes trusses are to be used in a non -corrosive environment, must be desl nee and rovided b eesi ner of wm late structure. 9 p Y g P and are for'drycondition" of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing and necessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes ade4uate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces ottruss, and placed so their center lines coincide with joint center lines. /1 S EQ : 2 3 8 8 6 1 9 6. Compu7rus has no control over and assumes no responsibility for the fabrication, handling, installation . 9.Digits indicate size of plate in inches. . shipment and of components. 1O. For basic design values of the CompuTrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by TPI in HIB -91 or TPIIWTCA in SCSI 1-03 copies of which will be fumished "C", see I.C.B.o. R. R. 4211. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the 26 by CompuTrus upon request. designator (18) indicates 18 ga. material is used. All others are ga. VIII II I II IIII ,�CompUjr'US Inc. This ^design ^prepared ' from computer -input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1&BTR 1- 2 BOTTOM CHORDS: 2x 4 DF I #1&BTR 1- 2 WEBS: 2x 4 Of STAND 1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <='12"OC. UON. M O I O O TRUSS SPAN 5'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY 2-06-00 2-06-00 12 12 12.00 C -4x4.3 12.00 n nit 5-00-00 Scale: 1/2" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#14) M O I O O Trans ID: 105989 /.L.U'1'k1L)-Y UBC 97/TPISINGLE MEMBER FORCES 4WRGD T 1= -178 B 1= 79 W 1= 35 T 2= -178 B 2= 79 LEFT = 205 RIGHT = 205 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.33 DF / 0.51 HF / 0.48 SPF BRG @ 5'- 0.0" 0.33 DF / 0.51 HF / 0.48 SPF MAX LL DEFL = 0.000" @ 4'- 8.5" L/240 = 0.221" MAX TL DEFL = -0.001" @ 2'- 6.0" L/180 = 0.294" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. - 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 14 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown «. 3. 2x4 Impact bridging or lateral bracingq reyired where shown + + 4. Installation truss is the the DATE: 8/4/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of respponsibiflly q3 respective contractor. 5. Design assumes trusses are o be used in a non -corrosive environment, t must be designed and provided by designer of complete structure. and are for "dry condition' of use. CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing andnecessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes ade5uate drainage is provided. faces " - loads be applied to any component. 8. Plates shall be located on both of truss, and placed so their center SEQ 2388620 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, installation lines coincide with joint center lines. g. Digits indicate size plate in inches. . shipment and of components. 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.o. R.R. 4211. by TPI in HIB -91 or TPI/W7CA in SCSI 1-03 copies of which will be furnished 11. The CompuTrus. Net Section Plate is indicated by the prefix "CN" the 2b by CompuTrus upon request. designator (18) Indicates 18 ga. material is used. All others are ga. /^Camp.T�us Inc. This ^design ^prepared l from computer *input by I IIIIII VIII VIII I�III VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR ' 1- 2 .BOTTOM CHORDS: 2x 4 9F #1&BTR 1- 2 WEBS: 2x 4 D1" STAND 1 TC LATERAL SUPPORT <= 12"OC. DON. BC LATERAL SUPPORT <= 12110C. DON. TRUSS SPAN 4'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY 2-00-00 2-00-00 I 12 12 12.0012.00 C -4x4.3 4-00-00 Scale: 1/2" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#15) M J O I In O O Trans ID: 105989 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1= -136 B 1= 58 W 1= 25 T 2= -136 B 2= 58 LEFT = 164 RIGHT = 164 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF BRG @ 4'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF MAX LL DEFL = 0.000" @ 3' 8.5" L/240 = 0.171" MAX TL DEFL = -0.001" @ 2'- 0.0" L/180 = ' 0.228" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). Truss designed for 4x2 outlookers. 2x let -ins of the same size & grade of struct'l top chord requ'd. Insure tight fit at each end of let -in. Connect w/C-2.5x4.3 at each end & C -1.5x2.6 at center of board (UON). Refer to Seq. no. 056943 for plate placement detail. EXP. 3/31/07 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 15 Warnings before construction commences. 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be installed where shown +. 3. 2x4 Impact bridging. or lateral brachqQ required where shown + + 4. Installation truss the the DATE: 8/41/2005 4. All lateral force resisting elements such as temporary and permanent bracing, of is responsiblflty of respective contractor. 5. Design assumes trusses are 20 be used in a non -corrosive environment, must be designed and provided. by designer of complete structure. and are for "dry condition" of use. compuirus assumes no responsibility for such bracing. 6. Design assumes full bearing at ail supports shown. Shim or wedge if S. No load should be applied to any component until after all bracing and necessary. DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. Design assumes ade4uate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ. 2388621 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, 9. Digits indicate size of plate in inches. shipment and installation of components. 1 O. For basic design values of the CompuTrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth "C", see I.C.B.O. R.R. 4211. by TPI in HIS -91 or TPUWTCA in BCSI 1-03 copies of which will be furnished 11. The CompuTrusNet Section Plate is indicated by the prefix "CN" the by CompuTrus upon request. ' designator (18) indicates 18 ga. material is used. All others are 2b ga. EXP. 3/31/07 ,,//\CompuT�us Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII IIID VIII IIII IIII /� 1.1,/\ Phi- (d F'rir4enn R„ilrli nn rmm-n-t-e LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1- 2 _BOTTOM CHORDS: 2x 4 PF #1&BTR 1- 2 WEBS: 2x 4 Dt STAND 1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12 OC. UON. M O "'tO I � O TRUSS SPAN 4'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 41.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY 2-00-00 2-00-00 12 12 12.007 '�q 12.00 C -4x4.3 4.011 C -2.5x4.3 C -2.5x4.3 C -1.5x3.4 4-00-00 Scale: 1/2" JOB NAME: PROFESSIONAL CONST & INVESTMENT 3 BR SL (#16) O Notes, unless otherwise noted: In to support loads as shown. Trans ID: 105989 UBC 97/TPISINGLE MEMBER FORCES 4WRGD T 1= -136 B 1= 58 W 1= 25 T 2= -136 B 2= 58 LEFT = 164 RIGHT = 164 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF BRG @ 4'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF MAX LL DEFL = 0.000" @ 3'- 8.5" L/240 = 0.171" MAX TL DEFL = -0.001" @ 2'- 0.0" L/180 = 0.228" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). bottom chords to be laterally braced at Ispectively. l bracing repuired where shown + + s onsibifity of the respective contractor. po be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if Irainage isprovided. rth faces of truss, and placed so their center 2r lines. n inches. he CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. EXP. 3/31/07 WARNINGS: Gei 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: 16 Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 3. 4. All lateral force resisting elements such as temporary and permanent bracing, . 5 DATE: 8/4/2005 must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 6, 5. No load should be applied to any component until after all bracing and DES. BY: BS fasteners are complete, and at no time should any loads greater than design 7. loads be applied to any component. 8• 2388622 6. CompuTrus has no control over and assumes no responsibility for the g SEQ. : fabrication, handling, shipment and Installation of components. 10 7. This design is furnished subject to the limitations on truss designs set forth by TPI in HIB -91 or TPIfCA In SCSI 1-03 copies of which will be furnished 11. by CompuTrus upon request. Notes, unless otherwise noted: In to support loads as shown. Trans ID: 105989 UBC 97/TPISINGLE MEMBER FORCES 4WRGD T 1= -136 B 1= 58 W 1= 25 T 2= -136 B 2= 58 LEFT = 164 RIGHT = 164 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF BRG @ 4'- 0.0" 0.26 DF / 0.40 HF / 0.39 SPF MAX LL DEFL = 0.000" @ 3'- 8.5" L/240 = 0.171" MAX TL DEFL = -0.001" @ 2'- 0.0" L/180 = 0.228" NOTE: Truss designed in accordance with UBC 97 reflecting a 80 mph wind load (enclosed structure, Exposure C, height to 30 feet). bottom chords to be laterally braced at Ispectively. l bracing repuired where shown + + s onsibifity of the respective contractor. po be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if Irainage isprovided. rth faces of truss, and placed so their center 2r lines. n inches. he CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. EXP. 3/31/07 //\CompuT�us Inc. This ^ design ^prepaared, from computer -input by (IIIIII VIII IIID VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 DF #1&BTR 1-11 .BOTTOM CHORDS: 2x 4 ;F #1&BTR 1-11 WEBS: 2x 4 bt STAND 1-12 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12110C. UON. N CN -3x1 I (V O O NON-STRUCT'L BACKING TRUSS PROVIDE FULL CONTINUOUS BEARING 12 3.00 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -7x7.7 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 C -2.5x4.3 18-04-08 -PROVIDE FULL CONTINUOUS BEARING Scale: 3/8" JOB NAME: PROFESSIONAL CONST & INVESTMENT -BED ROOM (B1) Aes, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 12'-0" o.c. respectively. )act bridging or lateral bracing required where shown + + :ion of truss is the respponsibility of the respective contractor. assumes trusses are to be used in a non -corrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if assumes ade4uate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint center lines. Idicate size ofp late in inches. ;ic design values of the CompuTrus Plate, indicated by the prefix e I.C. B.O. R.R. 4211. mpuTrusNet Section Plate is indicated by the prefix "CN" the 'lot (1 8) indicates 18 ga. material is used. All others are 2b ga. Trans ID: 105989 0 m EXP. 3/31/07 WARNINGS: General 1. Read all General Notes and Warnings before construction of trusses. 1. Desi 2. Builder and erection contractor should be advised of all General Notes and 2. Desi FILE NO.: B1 Warnings before construction commences. 2'-0" 3. 1x3 compression web bracing must be installed where shown +. 3. 2x4 4.Inst, 4. All lateral force resisting elements such as temporary and permanent bracing, 5. Desiand DATE: 8/4/2005 must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 6. Desi S. No load should be applied to any component until after all bracing and necE DES. BY: BS fasteners are complete, and at no time should any loads greater than design T. Desi loads be applied to any component. 8. Plat( lines SEQ. 2388631 S. CompuTrus has no control over and assumes no responsibility for the 9.Digit : fabrication, handling, shipment and installation of components. 10. For 7. This design is furnished subject to the limitations on truss designs set forth C" by TPI in HIB -91 or TPI/WfCA in BCS11-03 copies of which will be furnished 11. The by CompuTrus upon request. desi�, Aes, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 12'-0" o.c. respectively. )act bridging or lateral bracing required where shown + + :ion of truss is the respponsibility of the respective contractor. assumes trusses are to be used in a non -corrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if assumes ade4uate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint center lines. Idicate size ofp late in inches. ;ic design values of the CompuTrus Plate, indicated by the prefix e I.C. B.O. R.R. 4211. mpuTrusNet Section Plate is indicated by the prefix "CN" the 'lot (1 8) indicates 18 ga. material is used. All others are 2b ga. Trans ID: 105989 0 m EXP. 3/31/07 R 60' �O 1 - I PUBLIC UTILITIES EA5EMENT 1 I •I I gNING DIVISION � - BUILDING PLAN APPR .��`ate: ing: Landscaping: ,r Signature: z _ 1 I -�-- 602.88' ------- f - " I L I O 5EPTIC TANK WELL I' I I 1 I 8150 LEACH FIELD t I N N I 334' I 210? ENVIRONMENTA ' HEALTH _ JUL- " � - • 602.88' 7 COUNTY CENTER DRi", SITE PLAN SCALE: I ° = 60 i Matthew Me Kisson. Architect 1.90 X19.°a) 99 au9° 9, er , c. ".. (a70) ab-aTa PAR (s]0) as -SM Keynotes: Do^de, V .153-3 Y,,J 5t' �3uG-.-r3-0S-S � tP 073- lao ort. Rewts om: CK 7/27/05 Checked by: Date YY 7/27/05 Pro�cct Descnptlon DAN GEORGE FORBE5TOWN ROAD _ BUTTE COUNTY. CA D.-3 Title 51TE-PLAN 5heet No. - . AI of Total 5heet5 PUBUG UTILITIES EASEMENT 6a O r, N 9, --I Matthew Ma K{sson. Architect 1400 Nlae— aY aaiw a emhr. Ca yaws Isco) sa sm rm Isao) sb-ane Keynotes: PLANNING lON - BUILDNG PLAN APPROVAL a qr i I I (�� f9rC7 G'C � 1` Use: ate: ` • <'`'(�" 9 S"91p t, Panting: ndscaaing: S,?O X43 l? Other Signature: Ale I I - • x~13 -(2i9-vl 2 I 1 ' I I • 1 ^ I j Rehswre: I I I I 602.88' } I BUTT COUNiY . Drawn Ly. Date CK 7/xr/os O SEPTIC TANK I WELL BUILn NG DIVISION Lhe iced by. Date I t �a `I �u 7/x7/os R150' A' I `O Y EI, P� Des FUOM LEAGH FIELD I � � � I /f • DAN GEORGE N I / 334' APPROVED PORBESTOWN ROAD I _ 81117E couNrr, CA 21 O' / 11tf@ CountyHi1 ' I M ti"y I• I - I Signature IDraanng Tdc 602.88' ^ - _ SITE -PLAN a ' m ' - Sheet No. SITE PLAN I Al SCALE: I = 60' i of Total shceb 801 24' 5G' 77 29'-2" 2G'-10 1/2n 1 12'-10 1 /2" 10' G'_3° 10'-10 1/2" 16' G' 12'-011 IN/ 4'-3 112" G'-711 s Matthey McKisson, Architect A:5 0, 8 -,, E As 3" CLR. TYP.3" 10(5 Sil-84e-6 Dr. Sacramento. - 96831 A5 (6so) 848-e3�e FAX (630) eae-fi36e LLJ +� —+ ----- -- a tK} + WD to I 1 ) o LEGEND: (— I , I 0_ OL1. ~O ` a 4' 404b, 04 H.S. I 404 H.S. 4' I 1 p I- d- A I ( I 8:1 KEY NOTE I a 1 I A 4 AO 286836 H.S.HR PREFIX 8, E. M. P. SEE SHL 1 i - 3020 H. 5040 H.S. 4P40 H.S. � PREFIX A SEE THIS SHEET. 1 A d . I HB arr'en wmdov✓I - •4' O 1 BRACED WALL PANEL: 4' A .0008 ATRIUM' , A 8, n!cm `�L A ' wnLL rrPE: VAULTED CEILINGS 0 A TYPICAL TEXTURE PLYWOOD SDINGRIOR WALL, US%8''-% THICK, NAIL w/ Bd GALV. at 6" EDGE and 1'2 FLD O.C. to B 9'-5" 2668 U1 OR HARDBOARD PANEL SIDING OR zi-T - --_ I STOVE VENT MA5TER BATH i — _ _ _ - SIDING wK/ CORROSION°RESISTTANT ---------- -III - _ T,J DAYLIGHT -------- --Dk'`�T8f2-- -- -- -}—T ---- - - - 6d. 4 O.C. EDGES; 8 O.C. at -- ----------`Y------ y 8' CEILING 1 I INTERMEDIATE SUPPORTS j' ' i LAUNDRY ' A MIN. WALL LENGTH 4'-0". ' a y I Q 1 I I i COOKTOP ' B' CEILING , _ Q , 31 I I , RANGE COM40 4' B 1/2""GYP BIRD. w/ Sd COOLER NpI�S d I ------* ® ® I l� THICK WALLBOARD. CKED. 6d at 5 8 1 1 " I M5TR BEDROOM — MIN. WALL LENGTH 8' ONE SIDE ONLY = 1 ,2"X317 I APPLY VERTICALLY. Q I i i N I( Oo WALL I AOCEJ5 BAT 31_ga I VAULTED CEILINGS MICRO ABQIVE I i �. I C! w x B 18, I O 1 '-----'' 8' CEILING , KIT A2 371 L- 2'- 1 /2" 10'- I " z ,.. VAULTED CEI INGS O 8 .A I I NOOK 2'-G 12" 1 d I ORevlslons: . INFA0 NVAULTED CEILINGS t; , I _ REVISED PER LP2A PLAN <9' I• 13/8 MIN. SOLID CORE >13 I c'sr i -- -- -- 1 _ I I W/ SELF CL05URE �a I hAL ALL CHK. JULY 23, 2004. C.K. I I 8' I \ U 3068 BI-PA5S _ — — - — ' I • , m �1 1 ----------- -- PgNTRY >4 ao 1 m 15/8' TYPE IV GWI3 A2 I , , t In I ' ' cc . z C9 N P T SHELF = r 'WALLS AND CEILING �i CEI NG RIDGE �� I g M --'-------- ' I m ' —CID � — — — 8' CEILING oL Y I = V{ = OLE 1 i5 . FAN 4 O I. c 1-4" _ A e- 0 D N I .:• I � .. N; 1 AI 1 1 W _ 1 6 9'+F• �— :� I I __ I S� O. I —1 . �'.�i3'R.i _ FAA I - c� I i I c� N PLATFORM I L @ RIDGE B ` Io,_9. �(° v < <�5 r -T, i� 2 I LIVING ROOM 1 _ 41-41 cV I `� S'Lrw S 1 _ , IX 1 I VAULTED CEILINGS 0 O Imo- .1 FIREPLACElNSER:( I I �j I • 1 VTC) 1 N Oita &3— CEILING 6 BEDROOM # I I � � 3 I � � I _ - CEILING 1 1 tt BEDROOM #2 I ' e I O ALTERNATE-� O I GO GARAGE DOOR LOCATION I N Q VINYL a' CEILING d W/ 3 1/2 14 Fb=3080 VER5ALAM BM I 3 in o 3008 I I a I �3 x 4' A , A 4 073-(0—d( 2 4 4040 H.S. 4040 H.S. 4' c' N 5040 H.S 4 500 H.S. A HB Q i I A _I NI — O ��o I 5 J-) T ALIGNS T `spy 005011XED ; COTTAGE LAP SIDING N O O WITH ALL TYP O/ 3/8" APA SATED OSB ,. CON .WALK � —. D�+� 4x 12 P+� 4x 12 . 9�+� +F 4x 12 CLOF BM @ — - --- -7�1' CL OF WALL 2'-9 41-3 1/211 '-211 81-9"\[/21-21N,/8'-1 1/211 13'-7 112" 131-911 )APPROVED Drawn by: Date 23'-8 112" 25'-10" 30'-1 1 /2" -< Butte County CK 05/12/04 281-711 13121' 38'-3" Ent -o a Health Checked by: Date I `( MK 05/)2/04 .. p tg fr MR <* Frglect Descnptlon GENERAL NOTES: I . MINIMUM REQUIRED MEANS OF EMERGENCY ESCAPE FROM 7. SHOWER AND TUB/ SHOWER COIMBINATION5 SHALL BE i Mature C, s� BEDROOMS SHALL HAVE A MIN. OPENING OF 5.7 5Q. FT. SUPPLIED WITH INDIVIDUAL CONTROL VALVES OF THE WITH MIN. WIDTH OF 20" AND MIN. CLR. HEIGHT OF 24". PRESSURE BALANCE ORTHERM05TATIC MIXING VALVE TYPE. SILL HEIGHT SHALL BE 44" MAX. A.F.F. MEANS OF ESCAPE.;v SHALL OPEN INTO A PUBLIC V!'.qY, STREET, ALLEY OR YARD. 8. Gra (GROUND FAULT CIRCUIT INTERRUPTER) 5HAU. BE INSTALLED 2. DOORS AND PANELS FOR Sf-1<�WER AND BATHTUB ENCLOSURES IN ALL BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOOR f RECEPTACLES, AND ALL R SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS ORRECEPTACLES SERVING KITHCHEN APPROVED PLASTIC, COUNTER TOPS. 3. SHOWER AND TUB/ SHOWER TO HAVE A SMOOTH HARD NOW 9. ALL FRAMING MEMBERS SHALL E3E D.F. #2 OR BETTER AND SCALE: 3/1 0"= f '-O" ABSORBENT SURFACE OVER A MOISTURE RE5151TANT UNDER ALL BEAMS SHALL BE D.F. # I C)R BETTER U.N.O. LAYMENT TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. 10. WATER HEATERS (GENERATING A GLOW, SPARK, OR FLAME 4. MINIMUM CEILING HEIGHT SHALL BE 71-G". CAPABLE OF IGNITING FLAMMABILE VAPORS) 5HAI_I- BE INSTALLED 5. MINIMUM WATER CLO5ET5 TO B>= I.G. GPF. 18" ABOVE COMPARTMENT FLOOR. (IF APPLICABI:.E). G. 5EIMIC ANCHORAGE OF WATER HEATER TO INCLUDE ANCHORS OR STRAPS AT POINTS WITHIN THE UPPER AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSION WITH THE LOWER ANCHOR TO BE 4" ABOVE CONTROLS. Dramng Trtfe FLOOR PLAN sheet No. A2 Of Total Sheets i I 4- Cad. Fit A E`, C° �rym Matthew McKisson, Architect ,�'"''� ,.g P ROJ ECT 1490 Highway 99 Su t. A csw1ey. CA 96949 d �l "pp. sd e ! a s �`si� o S �a� ` k (630) 848-8379 PAR (630) 848-8968 O Cz. P on` 1 DAN GEORGE N c aftf'-Cheds o -at. NEWRE5IDENCE g amr.- FORBE5TOWN ROAD GO'Dato BUTTE COUNTY, CA G O 1 AP 0'7 � " �20 - ®� KcYnotes: / 13LFTI"E— CO. mp cel -7 PUBLIC UTILITIES EA5EMENT , i h e..,c. ,, .. s� r ALO A SUMMARY ����un>��.,�., L TARE A, L„ OF MT - 2: LOT AREA Area— 1.64 ACRES ¢,gym a3 ae6s��.a SFR' F &k",mr r E TAS CFoaa��; �� [ x��_ OVERHAMo. LIVING AREA Area= 2310 5,1 ft GARAGE Area= 960 544 ft i TOTAL Area= 3270 59 ft DRIVEWAY WALKS Area= 1200 5g ft 1 • • COVERED PORCH Area= 180 sg ft :. , .. • • : SITE COVERAGE TOTAL Area= 5040 5,3 ft I I LAND TO BUILDING RATIO pp WELL 4 5EPTIC TANK :' I 5HEE I INDEX R ► 50 LEACH FIELD. A I COVER SHEET, 51TE PLAN I- r` ►ZZI r A2 FLOOR PLAN Drawn by: , Date 1_ CK 7/27/05 A3 ELFVATIONS Checked by: Date 1 ' ' A4 FOUNDATION PIAN 7/27/05 334' MM A5 5ECTION5 210 Project De5cription AG ROOF FRAMING it ROOF PLAN DAN GEORGE :.. 1 ELECTRICAL A7PLAN ... A8 DETAIL5 ,a FORBESTOWN ROAD ,j. 642.88' -- -- -- -- -- -- -- -- BUTTE COUNTY, CA zJ a p� SITE PLA( C-19423 SCALE: 1" = 50' 1: Ep: 0 6 Drawing Title 51TE-PLAN I; Sheet No. Al of Total 5heet5