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068-350-033
a, 3 r , 068 35;, 0-033=.�. r .:. 9,1 4231 �; :k ®�/ �a :3 56 HOGAN ' ®3_ ;r�CFiARLES ;, . RAMON'A ' , z Y t CONTR t>'OWNER »L.1� `' r`- `'1 :`� f WILSON, Elsie 627-68Btt 282�,'m �V 1,_EW.,,DR ,„ OROVFI LLE �- , -0 - REROOF/_SF. r t ' - i _. Y': t A 34-53-33�.` 282 Mountain View D} °Oroville windows). (change 2 ood . 068 350."033 93-1731�! HOGAN, Charles •¢ '� Fiti^— 282 Mt, View; 'Orovi.11e (sf /upgrade••'main el.ecservice; 93. E —'068-'350-'033-" ""99-2885 GABOREL, GLEN •. �' � = er- � ' 1. „x.:,<-.-��� 282 MT, vmw, .OROVILLE CONM: PHIL DE CANN DEMO SINGLE FAMILY 068-350-033r 00-0516 GA-BOUREL; Glen`,Y 282 Moutain View,lOro'ville / Cntr:. John Wheeler' NSF�/U�� 9 ., .r., .. _ �. _ ... .. �r�-�.� T.,,r..�..._.:,,r, �rcr.�°�yS,�'4:�:�'.�',.ac-..a.�:.��:i;...s _ .: s:e:,c.�jn<s:a�.�-se�,3ra �.vy...a�.rw . t .,.,; _ , _. _ ,�, _ i �. COUNTY OF, BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 4W—;a;W5 ASSESSORPARC NUMBER ^ r ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS m t� n p CONTRACT 'S NAME TELEP E,,, CONTRACTORS MAULING ADDRESS y^' CONSTRIiC1f0N LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS tut M1.viEW9 OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISION'S NAME PM MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 15.UU Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DF1'fLi, SINGLE FAMILY Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 5. ELECTRICAL PERMIT Fling Fee 20.00 600V OR Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty.of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is;in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier f �/JT/. ,C�A- ,-) Policy Number 9 7A— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation Provisigns of section 3700 of the Labor Code, I shall forthwith comply with those provisions. - "" ` C ���� X �!' Date Signature of Applicant - ❑ Owner IQYContractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. OW ELLING occuP. so OR ADDNS. ( 8 ACC. BLD S. 3.50FT. N RESID MULTI.OUTLET @7,50 14 RCUITS POWER APPARATUS 8 SINGLE OUTLET CIR. 20 .00 EX. Occup. OUTLET OR FUTURES BAL ®1.50 Ex. Occup. oFlXifTELE°TSA RESID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL iPERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ COATYPE❑ TOTALFEES 35.00 HAZIMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. p By110 Date PERMIT EXPIRES ON %� Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION : .. 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.1,2/96) APPLICATION AND PERMIT el9—A95 ASSESSOR PAR NUMBER ZONING BUILDING PERMIT OWNER 068-350-033 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRA 'S E i CONfFLACTCWS MAILING ADDRESS CONST#rjclbT4 MADER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2IiDEW, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 15.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO, SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compens oVnsurance cam�ya nd policy number are: Carrier .�.3- eQT/f /` �/J�i i7 Policy Number — (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compe sa ' rovisi of section 3700 of the Labor Code, I shall f o 7th e p visions. ��� e /� - Dat 7 Signature of Applicant - O Owner ontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To 100 -OA 46.00 NEw coNsr. DwELUNG OCC uP. 3.52sFr°: ADDNS. ( AU.C-QU.S NOR EW CONST. NOµgESlp, C @7.50 APPARATUS b SINGLE OUTLEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.O0 BAL O .so Ex. Occup. o� S RESIDPP .OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEiE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By( / Date PERMIT EXPIRES ON 112/�9�� Ware) e Receipt No. WHITE-D.D.S.-B. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75419��� N ✓ (Rev.12%'9ti) 60 - ��SD G33 'APPLICATION AND PERMIT This permit is hereby Issued under the applicable provision of the Butte County Code and/or Resolutions to do w.or indicated above for which fees have been paid. By PERMIT EXPIRES ON Date ---- BUILDING PERMIT OWNER T"p"OM' SO. FT. OCC. BUILDING VALUATION aw140" MA.IIq 4DOMM P !O COUrRAMWO I�/ /L �iUiCJ TOBNONE OONTRACTORI MALMO AD0R6a 000eTRUCTM 19061 u ND611 MALM O ADOREq Fireplace Total Valuation E ARCHfM'Cr OR ENOINZER UCOME 1JO. Filing Fee S 20.0 ARarr=OR 660011M11 MALM AD El Permit Fee i Plan CheckingFee i /�� / sUswwAOOMS �%/1 T [/,�t� !/L� Energy Plan Checking Fee i PERMIT FEE S , 1or"o sueonscN�wwe PARCEL MAP PLUMBING PERMIT Filing Fee 20.01 USEOFSTRUCTURE SF Duplex O Mobllehome O Other °PMOY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O Insidlaticn O Other O Describe Work �`%%�% Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 mobile Home S G W X20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.0c Main Service oo LEOR SS 23.00 - — --- O U 101 J4 ---- Main Service 2-A To 10mA 4e.00 NEW CONST.Dwstn+0 o0cuP. 3.5ago OR ADONS. i ACC. RDS. MW UUMT. MULTLOUTUET NOKRESID. 097.50 P,0 APPAMTU6 . s o as EX. OCCU ovru:r OR FOfT11RE9 � 0 I.00 SAL .30 Ex. Occu . ounarsAPPlEc�io.ORFiL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.0I Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee S Energy Inspection Fee S. OCC CONST. TYPE TOTAL FEE $3,5'OO 0. FEES I IMP I RLOOO I COF PARCEL PO ND This permit is hereby Issued under the applicable provision of the Butte County Code and/or Resolutions to do w.or indicated above for which fees have been paid. By PERMIT EXPIRES ON Date ---- NOTES 2_5/5 Ne 17 t�. I RESIDENTIAL '668-350-033 00-0516 PERMIT NO. _ . GABOUREL, Glen „r 282 Moutain View, Oroville ' i Cntr: John Wheeler NSF �l - zge� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER OFFICE COPY,' Address GAS Meter By_ Date E CT . ,Meter eters Dt� e�-+� { ELECTRIC Meter By Date � ! JOB FINALED (Date) Ob 0 I Signature CHECKED BY 1 r c i l 3 I RESIDENTIAL '668-350-033 00-0516 PERMIT NO. _ . GABOUREL, Glen „r 282 Moutain View, Oroville ' i Cntr: John Wheeler NSF �l - zge� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER OFFICE COPY,' Address GAS Meter By_ Date E CT . ,Meter eters Dt� e�-+� { ELECTRIC Meter By Date � ! JOB FINALED (Date) Ob 0 I Signature CHECKED BY .i = OK 4. 0 = Not OK - = Not Applicable MOBILE HOMES =Not Ready,_ . - Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete 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- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /'L"ft./ /'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 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Footings; Size -Spacing -Marriage Line r Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Gas; MH Test -Demand -Valve -Connector Elec.; Receptacles and Lighting, Distance-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Pool Lighting; 15 Volts-GFI 5. Drain; MH Test -Fall -Flex Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 8. Gas and Electricity Tagged Health Department Approval 9. Tie Downs -Type -Installation Cert. Plumb.; Cir. Test -Water Supply Test 10. Exits; Insp.-Sketch Light Niche 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date 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- Bea ms- Rftrs.-Con nectors 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Si = Date underfloor (Plans) OK except #'s Zonin -Setbacks-Easements-Flood-Slope 42. g., Main; Soils-Elec. Grnd.-//ZI=Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Ste el-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date lab, Steel -Wrapped n 8. Piers -Fireplace Ftg.-Steel b% V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Z� 0 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 2.. lb Card B-1 Date Card B-1 Dat 676z> Card 13-1 Date Card B-1 Date P BING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle Alf W Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20 n; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ix re & Transformer Clearance -Ins. Protection kw-bec. Receptacles Spacing -Lights & Switches at Doors a ize Boxes & No. of Conductors Stapled x Installed Close to Edge of Studs & C.J. E 'p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 9.Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI � 30. Range Circle / /.ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No &1 . Service -Riser Conductors & Ground Main Disconnect br-Eqyip. Clearances Panels-Motors-Mech. Equip. Cl Jhes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A. . Ducts Insulation & Support b% Vegt Fan, Exhaust above insulation Co nsate Drain & Overflow, Size & Grade 'F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors al s tuds-Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing o tt Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) Han ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fireplace Ties or Typ&*ftutrFireplace Throat Clearance (� Attic cess; Size & Romex Protection -Draft Stop -Ins. Baff es Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions J C'ar ga c:,• o -„t rtioo Framing arty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection LW-fl—mood on Roof Overhang -Attic Vents -Rafter Outriggers mg -Nailing Veneer Area -Glass 61. 62. Date dz% Card B-1 Date Card B-1 Date D Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s kITE . Steps -Door & Sidelight Protection -Landings Smoke Detector -mace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection &edroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 1,69 &-ftils Fireplace or Stove, Clearance -Hearth te-flec. Outlets at Wood Panel, Int. & Ext. Wit: Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 1;8-'Elec. Outlets & Receptacles at Kit. Counter 7 g -Landing -Closure 79. uctin arage- mper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection /jyrPl6, Elec. & Mech. Equip. Listed for Location eceptacles in Garage (F.F.I.)-Romex Protection 4e—rn—sulation-Foam-Looked in Attic s eck Construction -Post Caps dle Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive 0 Yes Z4467Walks 0 Yes ZM6%Planters O Yes r?No Unit Disconnect IBS. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings nect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground fillil-'Te"ntilation Throughout House ass Protection 90. Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric ter & Set".Connected-C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates LJAVAddress Posted Date Q Card B-1 Date Card B-1 DateCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Com nts t Final: �� 3 ,,� y .. _ r' -t ," _{ .• . _.. �y='�i�°""�.kr�•,+.sc'r,,.snMii�:rs+=z-�7%ai COUNTY OF BUTTE BUILDING DIVISION - - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530)•.891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE; � cyG ER PERMIT NO. ti A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected.. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont ct this office immediately. L r r Date /�� dd Inspector �! REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 _ 7 County Center Drive • Oroville, CA • (530) 538-7,541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �.� 6 d Inspector —AIAV REV 1042 COUNTY OF BUTTE BUILDING DIVISION "DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 _ f 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. please con If you have any questions pertaining to this matter, or need additional explanation, #6 this office immediately. A min "lS Date J Inspector J REV 106 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751 --- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE o- NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. h Fa , 1. • 4' I%- e Date i 0 Z>Inspector REV 1 /92 e =*> CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT x ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ,^ n A ` \�� �%a jA� SS�JJJ��� ��� "�-�" "' ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ` WWW�w lDATE ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 INSULATION COMPLETED CEILINGS ••• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS 3 31V . KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS - OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER :J�� W R GRACE THIS IS TO PEylTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL VANDARDS AND REGULATIONS. • SI NATU-1 ULATIO ONTRACT TITLE DATE no MANAGER 1 NAT[ AL ONTR T TITLE DATE REMA SIC -303 BUILDER COPY L-11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 53&7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT DD- a��� j ASSESSOR PARCEL NUMBER -023 ZONING AP BUILDINGPERMIT o R TELEPHONE o , D -1460 SO. FT. OCC. BUILDING VALUATION 1176 R 63,507 481 .25 COV 6 256.25 CONTRACTORS NAME JOHN WHEELER CONSTRUDCTION TELEPHONE 534-5449 CONTRACTORS MAIUNG ADDRESS BOX 5262 OR00 CONSTRUCTION LENDER Fireplace 71,260. LENDER'S MAILING ADDRESS Total Valuatift' $ 1,500. ARCHITECT OR ENGINEER UCENSE NO. -Fling Fee $ 20.00 Permit Fee $ 513.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 373.75 BUILDING ADDRESS 292 MOUNTAIN VIEW, ORO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 930.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 E.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home IS I GI W1 20.00 PERMIT FEE $ 1411-00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioono. 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ip. in VI force and ffect. ��// License Class LIC. NO. /„ �� / , �_ OWNE BUILDER D L RA O I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BUDS. so 3.50FT: 41.161 NEW CONST.OUTLET MULTI. NON•RESID. c 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OurLEr OR FIXTURES Ex. Occup.SAL 20 @ 1.00 @ .50 Ex. Occup. DFlxurE�APP o& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 84.16 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ompensation ins rance arrier and policy number are: Carrier f A y- e N 14 Policy Number % °j - ' D / ; �' & D O d 4� S'�y( (The above sections nee not be completed 'rf the permit is for worn of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit ose provisions. / X Date 3 �/� '' �G _ Sig re of A11plicAt - ❑ Owner ❑ Contractor ❑ Agent A SHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEIE $ 7n no Mobile Home Installation Fee $ Energy Inspection Fee $ 46-0 Occ CONST. TYPE TO AL FEE $ 1 , 73.41 HA2 D FEES I � FLOOD � CDF P PD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. to Yate Receipt No.22 ,�n1 //, Imo. 9414Q/fi59.66 SOFi INK•INSPECTOR GOLDENROD -APPLICANT WHITE-D.D.S.-B.D. CANICR4TSSESig COUNTY OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - Q�,tC�V1�E, CALIFORNIA 95965 -TELEPHONE `Z 538-7541 PERMIT APPLICATION DATA SHEET OWNER:}! ��/ ^/.L 6f4 -4-2_ ASSESSOR PARC ER: ct10 – 3 ' 3 Proposed Building Use: _� Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- E15 ------- ❑ �Energy ed truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 1 DesignCompliance and supporting documentation. --------------------------------------------------- 117. --------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings - --------------------------------------------------------- r a• ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ar ❑ 9. M ufactured Home data and installation instructions including Tie Down Specifications ------------------- ----------------------------------------------------------------- 'E of $ -- ��•---------------------------------------------- ------------------ 1. E act fees as shown on the attached schedule. ----- ----------- --- �/- 12. ifornia Department of Forestry plan approvaU ees. --- T --------------------------- ❑ 13 ,/Flood elevation certificate. --------------------------- ------------------------------------------------------------ W. Sanitation and plot plan approvalOK Health Department. ------------------- ----------------------- - ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- D Q 19. Encroachment Permit for driveway (construction approval prior to occupancy).- e �ltr_, -=`f al&l El 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 5�E24- ter of signature authorization. -------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use. ---------------------------------------- 027. Manufactured Home utility clearance. ------------------- ---------- ❑28. Existing violations and/or expired permits.--------------------------- 029. ------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M:H. Title, ❑ Check to H.C.D $ 030. Other: 'e, a _ (Date) When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. < ❑Telephone` � ��,� s (_ , and hold for ickup at r/ o$i . ❑ Deliver with inspector. licant:AppDate- Copy .., � .,. Date:x Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ r ollution Date: ' 13y Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑, Other: P 7 ri" - "By: Index permit application for the above items numbered: — ��j I I{ , $,I . / V , '71j __ `` , O Plan Check 2. Additional items required: 11/_J/ \l I Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, c3 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi counter, by D te: Plans reviewed by: M11.E Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by- Date: Yellow Copy - Department of Development Services, Building Division. r:1 TO: FROM: Building Department Environmental Health SUBJECT: Sanitation Clearance 6�-� te-r-, G-,:�oo me Owner Plan Approved for: Sewage Disposal Clearance foa'3BQdwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Spec4blist 8/96 E.H. USE ONLY Rot Plan Attached Floor Ran 44tiehed� Sant to B.D. Location AP# Water Supply: Public, Private Well w� 3 /moo Date ' ^ COUNTY OF BUTTE „ DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER P7:IDING LDING USE PERMIT FEES -- Balance Due ........ ........ . --'Additional Fees Due ........... Additional Fees Due ........... -- Revised Plan„Checking Fee ....... $ SCHOOL DISTRICT FEES [rt7�1iG7yT1 �2QZ0 uv at District Office) J� 3 -SHERIFF FEES (paid at Building Division) r F/Residential ........ ' , x $360.00 = $ Units Commercial (sq.ft.)... x* $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division)'6Z�1 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. !i 61P -3f— 37 DATE 3-16 RECEIPT # DATE REC 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance�of the building permit. These fees may be changed during the plan checking process. APPLICANT DATEAll Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above.mentioned items during which you may ,,tprotest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 9 . w� J c !., L ;`'dYf'K. b sa:m,y it^r.. �r..:.i,n. �r,°eeRM"it..s.•m w+ v COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTS CENTER DRIVE.- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530)'539'7541 JI , SCHEDULE OF RECEIPT OF FEES OWNER Cl C7V CIA Cr� .�{ r s µ� A p # �� 3 PROPOSED BUILDING USE r, - ~ DATE V V 6 j f c�'S %• CD C� RECEIPT # DATE REC - I. BUILDING PERMIT FEES ;-I- -- -- Balance Due ................ ' $ -= Additional Fees Due ........... $ t -- Additional Fees Due ........... $ 4,111, %(,jI) �? -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES ,P O ��c"�c -T t paid at-Distrec Office) 1 --SHERIFF FEES (paid at Building Division) Residential ........ x $360.0 ' $ Units p Commercial { (sq.ft.)..., x#� $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x, _ $ #Units Amt. Commercial (sq.ft.) .. x =$%ia/ ? 2. y-44; 0 Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) G 7 SRA FIRE INSPECTION AND PLAN CHECK/11 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ► ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.1 (ud at Building Divi*On) `r, .. I-, 10. OTHER At time of permit application, Iadvised the ab(w fees are required to be paid prior to issuance of the building permit: These fees may be changed durin the plan { cfcking process. i APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified thg,,.,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 ofJrom the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in GovernmentlCode Section 66020(a). Original -Building Div. ,2nd Copy -.Applicant 3rd Copy - Owner (Rev. 2/97) Z f ` :J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/96) APPLICATION AND PERMIT �� ' 57 e ASSESSORPMCEL NUMBER e� :ONNG BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION OWNER'S HALING ADDRESS r rbUi CoR'a NAME h s 71 TELEANONE 1 5L - CO TORI MAJUNG ADDRESS cr r NSTRUMON � Fire lace LENDER'S MNUNG ADDRESS Total Valuation S y ARCNRECT OR ENWNEEA LICENSE NO. Filing Fee $ 20.00 Permit Fee b a s--6 MCNTECT OR ENGINEERS MWNG ADDRESS Plan Checking Fee b euaDwGADOREss Energy Plan Checking Fee $ I— PERMIT FEE $ _ LOT NO. SUBDNEiIONSNA &E PARCEL MAP PLUMBING PERMIT9 Flin Fee 0.00 USEOFSTRUCTURE SF GK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: "�'t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE f ' ELECTRICAL PERMIT I F' g Feej 20.00 Main Servicep°a��o-.v 23.00 U 65 L / �Qd "J M ^ C n , IDPERMIT 0 Q� I �' Cj[ C Ili (� J / �(� go, Main Service 200A TO IoaoA 46.00 NEW CONST. DwELLP4 OR ADDNS. A ACC. BIDS. OCCUP. 3.5¢F'f: / N.1 MULTI-0UTLET /� /qN-8610. 1=.7.50 POWERAPPAMTIS INET d 8 SINGLE OUTLET Ex. OCCU oLTLET OR FxTUREs � ®�.� SAL .SO Ex. Occu . ov71E, slo. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FEE = r MECHANICAL -PERMIT Fling Fee 20,0 Heating Cooling Hood 6.50 Ventilation o N PERMIT FEP S Mobile Home Installation Fee $ Energy Inspection Fee L occ7j NST. TM°cTAL FE2-9mo WP F1400UE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON to April 10, 2000 Glen Gabourel 282 Mountain View Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 068-350-033 Building Permit Number:00-0516 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Interior bracing is required through the house at a maximum of 34 feet on center. This has been added to your plans. In addition, the foundation is required to be thickened for either a Hilti anchor or anchor bolts. This has also been added to your, plans. Duratemp siding requires nailing at 4 inches on center for edge nailing and 8 inches on center for field nailing when it is used for bracing. ,iProvide North Arrow on your site plan e3Provide an additional set of energy calcs, only one set was submitted and include 2 sets of mandatory measures checklist which has been initialed by documentation author. In addition, calcs submitted are incorrect. Author has house facing South and shows front of house as facing North. Please put the correct windows on the correct orientation (east/west also backwards). Provide dimension of window in the front door and include 2" all around for the frame in the calculations. /. Resize truss B3 for mechanical loads Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, 0 Martha Whitney Plans Examiner cc: John Wheeler RESIDENTIAL PLAN REVIEW GO' ' k SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: o-. u r e. I Building Permit Number: Plans Examiner: A. P. Number: O(D.8 GENERAL: 1. Zoning requirements - (number of permitted living units). - - Building permit valuation. 3. Plans signed.by the designer. _. 4. Proper description of work on the application. 5. Existing violations on the property. 6. " Recorded notice of violation. PLOT PLAN: 1" Complete parcel size and dimensions.. Setbacks, side yard, easements, Etc. ,3'` Other buildings or structures. ,4! Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FFAU & FAS road setback. uilding or utilities across lot lines (record form). FL OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). �! Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewill separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 0 Page 1 of 2' 0 STRUCTURAL DETAILS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code section 2320.11.3). j�pb . c e dqe, 3. Clerestory requiring balloon framing and/or engineering. p •i d ,G o�,%d 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 'g1Ze �.3 ��, M 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. _Stud heights. 14. Expansive soil — special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. 11YSCELLANEOUS ITEMS: Z. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform Building Code section 2506.5). VR'Oof oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). covering type — (fire hazard). /Foam insulation — protection. r/g�" halls and stairways (Uniform Building Code section 1004.3.3.2). ,,�( _Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). /iu. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). /K' - . ttic access and ventilation (Uniform Building Code section 1505). ,ATmbustion air for fuel burning appliances —LPG requirements... ound requirements'. -- 14' nergy design compliance and supporting documentation. ero U 4e— QC&rA e f Flashing of all exterior bpenings. Flashing responsible area requirements. 17.V2. ng Permit requirements: SRA. PlroUj� dof441 Flood elevation certificate. (hl - 17.4. , L �Q/n 17.3. Fire Sprinklers required. (hl ` 17.4. Special Inspection requirements. �zy 17.5. Use Permit conditions. �(r� 01 6te-� N to 17.6. Sub -Standard Housing letter. &;A�T l j'.. do r i Page 2 of 2 CIF'ICATE OF COMPLIANCE: Residential Page 1 CF -1R CR Project Title: Gabourel House Run: 518 12 -Apr -00 Project Address: Garbourel House Building Title: Gabourel Hose Building Pe t;�wi,,t # Document Author: Don Freemyers po " c51w Telephone: Pia C ck / Date —•a7• op Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 -------------------------------=-------------------------------------------=---- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 1180 ft2 Average Ceiling Height: 810" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, o of Floor Area: 10.80 Average Fenestration U-Value:0.87 Average Fenestration SHGC: 0.73 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value R -value ---------------- R -value -------- U -value Location/Comments Door 0 -- 3.03 -------- 0.330 ----------------------- Outside Floor 0 0 3.38 0.295 Grade Wall 13 0 11.76 0.085 Outside Wall 13 0 11.76 0.085 Outside Wall 13 0 11.76 0.085 Outside Wall 13 0 11.49 0.087 Outside Ceiling 30 0 32.26 0.031 Attic FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ------------------- Slab -------------------------- 1180 Yes ------------------------- Grade FENESTRATION Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins ----------------- Window South ----- ----- ----- 54.0 0.870 2 ---------- Standard ---------- BugScrn -------- Overhang Window South 6.0 0.870 2 Standard BugScrn Overhang Window North 59.3 0.870 2 Standard BugScrn k F rr:r ..h Ovang��s • i Window West 8.0 0.870 2 Standard BugScrn Overhang Cg"RTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Gabourel House Run: 518 12 -Apr -00 THERMAL MASS Type Exposed? --------- -------- None HVAC SYSTEMS Area Thick (ft2) (in) Location/Comments ---- ----- ---------------------------------------- Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ Standard—Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MI`SC Solar savings Solar system System Name fraction type Standard Gas - - - - WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) StandardGas 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Wood stove Wood•::stove boiler? boiler; pump? No No Pilot Standby Tank Light Loss R -value (Btuh) -------------- ------ Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None Rr� APP C$ATIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Gabourel House Run: 518 12 -Apr -00 -------------------------------------------------------------=------------------ -------------------------------------------------------------------------------- SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations; and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Certification #: Signed Date ENFORCEMENT AGENCY Name: Title. Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Don Freemyers 26�' ilz-� q - / 2 -00 Signed V Date XPARIXEN' COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Gabourel House Run: 518 12 -Apr -00 Project Address: Garbourel House Building Title: Gabourel Hose Building Permit # Document Author: Don Freemyers Telephone: Plan Check / Date Compliance Method: CALRES2 1:35 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 12.97 Space Cooling 14.53 Water Heating 18.72 Total (ft2) 46.22 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, o of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design --------------- 15.25 11.38 18.71 -------- Complies 45.35 Yes 1180 ft2 8'0" ft -in SFD Single Family Detached 180 deg (South) 10.8% 0.87 0.74 1.00 1 Slab on grade 1 9444 ft3 1180 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ House 1180 9444 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction. Type (ft2) value Rval Rval Azm Tlt Gns Type Location/Comments ---- -- ---- ------ Zone = House ----- ---- ----- --- --- --- ------------_ Door 20.0 0.330 0 3 0 90 Yes CEC_30-Wood Outside Floor 1180.0 -- 0 -- -- 180 No Slab140qj.%� al�� Wall 284.0 0.085 13 12 180 90 Yes W13.2x4.24 Outside Wall 408.0 0.085 13 12 90 90 Yes W13 .2x4 .24`tkt�.O COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Gabourel House Run: 518 12 -Apr -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Charactr Slr Construction Int Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns Type Location/Comments Wall 264.7 0.085 13 12 0 90 --- Yes ---=-------- W13.2x4.24 -------------------- Outside Wall 400.0 0.087 13 11 270 90 Yes Ws13.2x4.24 Outside Ceiling 1180.0 0.031 30 32 -- 0 Yes R30.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- GLAZING CHARACTERISTICS Comments ---------------- Glazing Right Interior SHGC 61011 6 ' 0 " SHGC Charactr Glazing Fenestration Int Area Tru Name ------------ Open Frame Charactr Name -------------- Type (ft2) Azm Tlt Type Type Name Zone = House ---- ----- --- --- ------- -------- ------------ Front -1 Wind 15.0 180 90 Slider Vnyl/Div CEC_Db1StD Front -2 Wind 9.0 180 90 Slider Vnyl/Div CEC_Db1StD Front -3 Wind 6.0 180 90 Hinged WdDr/Div CEC_Db1StD Front -4 Wind 15.0 180 90 Slider Vnyl/Div CEC_Db1StD Front -5 Wind 15.0 180 90 Slider Vnyl/Div CEC_Db1StD Back -1 Wind 20.0 0 90 Slider Vinyl CEC_Db1StD Back -2 Wind 3.0 0 90 Slider Vinyl CEC_Db1StD Back -3 Wind 3.0 0 90 Slider vinyl CEC_Db1StD Back -4 Wind 33.3 0 90 Slider Vinyl CEC_Db1StD Left -1 Wind 8.0 270 90 Slider Vinyl CEC_Db1StD GLAZING CHARACTERISTICS Comments ---------------- Glazing Right Interior SHGC 61011 6 ' 0 " SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes value SHGC See notes ----- ----- ---------------- Shade Shade Type Shade CEC_Db1StD Clear 2 0.870 0.765 Standard ------ 0.678 ---------- BugScrn ------ 0.757 OVERHANGS Fenestration Name Height Width Front -1 510" 310" Front -2 310" 310" Front -3 310" 210" Front -4 510" 310" Above Depth Glazing ------ --------- 61011 1'4" 61011 1'4" 6'0" 1'4" 61011 1'4" Left Right Extension --------- Extension ------ ---- ��vu ' 61011 6 ' 0 " 381091 j1��pM .q�j DEPART, gp��� MEN r161011 z�-: 25'0" 2010" COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Gabourel House Run: 518 12 -Apr -00 OVERHANGS continued Fenestration Name Height Width Front -5 5'0" 310" Back -1 410" 510" Back -2 1'0" 310" Back -3 110" 310" Back -4 618" 510" Left -1 210" 4'0" FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Mass Name -------------- None Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 61011 114" 3816" 5'6" 210" 1'4" 1210" 3010" 210" 1'4" 2010" 24'0" 210" 114" 27'0" 17'0" 210" 1'4" 3610" 610" 210" 114" 410" 2810" Left Fin Right Fin -------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- -----= ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ----- --- ---- ----------------- ---- ------------------------- SOLAR GAIN DISTRIBUTION Fenestration Winter Name Fraction ------------ -------- None HVAC SYSTEMS System Name -------------- Zone = House GasFurn.78 ACsplitl0 Summer Targetted Fraction Thermal Mass Comments -------- ------------ -------------------------------- Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water System Name Type Heater Name Heater Type ------------ -------- ------------ ----------------- Standard Gas Standard StandardGas Storage gas COU14TV # of Energy Volume H rs Fa tor.3 E W 6 TNA E - - �M° EdMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Gabourel House Run: 518 12 -Apr -00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- WATER HEATING SYSTEMS MISC System Name ------------ Standard—Gas Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- StandardGas 760 -- Rated Input (kBtuh) 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Wood stove Wood stove boiler? boiler pump? ---------- ------------- NO NO Pilot Standby Tank Light Loss R -value (Btuh) Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. Standard interior shades are assumed"to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. F MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. )Q`7r * §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame wallsN (does not apply to exterior mass walls). * § I50(d): Minimum R-13 raised floor insulation in framed floors. , § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. �r § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. , §116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. i Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. , §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(1): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/extcrnal insulation. ' 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. l tR,� �" 6. Piping insulated between heating source and indirect hot water tank.�.f. "1 July 1, 1999 't1 r3.1!/1rANDATORY MEASURES'CHECKLIST: RESIDENTIAL (Page 2 of 2) M&IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Nater Heating and Plumbing System Measures: (continued) * §I50(m): Ducts and Pans 7,I. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requiremetns of UL181, UL181A, or UL181 B and other applicable specified tests for longevity given in § I50(m).. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: §150(k)I.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. �1 N July 1, 1999 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Y. aVo I e Building Department No. A.P. Number 03-32-033 Jurisdiction: 0 City I Y. (County Property Owner �j �p/j� �U yre, Property Location/Address 2 2 ► ""I 01iCCL' �✓'4 V ,! Subdivision Lot No. Commercial/Industrial New Addition Building Department rioor rians reviewea ov bcnooi uistnct Sq. Footage (Including Exterior Roofed Areas) 4' l 0 - 00 Date District Identification No. J-/0 fy (!� Residential Development . Sq. Footage y„No of Living M-�Mobtle Home Units Installa4ion' Addition/ Conversion 'SuppI.emental to # _,� r: _(G_toupi_ ) r VI /n U N� *(No No foundation ins tion IL rT Commercial/Industrial New Addition Building Department rioor rians reviewea ov bcnooi uistnct Sq. Footage (Including Exterior Roofed Areas) 4' l 0 - 00 Date District Identification No. J-/0 fy (!� �1 School District certifies that (Applicant) �j 't7 / l (Street Address) � (Phone Number) 0 9s91,0� (City) (State) (Zip Code) has complied with the uirements of Resolution No. 7r 9 7- f�'- by payment of $ !! 7� rePresenting - V — -3-, AB_2926, FULL MITIGATION; S School District Representative Paid by Check # c 40 10 F Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm PORT FIRE DAMAGE RE In mr, 10� Am OR, wwsm. RIO r4ig-w" - R--,- malmm/lism, V ®�� CONTRACTOR: DATE TO INSPECTOR: Building Description: Electric: Gas: CommerciaWsage:_ Residential/# of Units: Currently Occupied AbandonedNacant Yes No, Condition of Electric PERMIT HISTORY:( ) NONE BUILDING INSPECTOR'S REPORT Electric currently On Off Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Obvious SewageProblems Description of Damaged Area: Potable Water j Estimate Valuation of Damaged Area: Condition of Foundation: Mobile Home: Condition of Utilities: Inspector: y� - / Sketch building on reverse and indicate area of damage. , 7 0 Date 2�3 rte. CDF/BUTTE COUNTY FIRE INCIDENT LOG DATE 11H8/1999 INCIDENT NUMBER 11530 Y LOGGED BYMAA REPORT TIME 10:59 LOCAL FIRE NUMBER 0 a RO ALDERMA STATE FIRE NUMBER, 826 STATION # 64 CASE NUMBER' 0 MEDICS: �� ~ LOCATION 282 MOUNTAIN VIEW OT. j) OFFICER B2115 RP HONE NUMBER 1532-131' B COUNTY NOTIFICATIONS ® OES ❑ EMD ❑ ' PRA AGENCYID BTU STATE WILDLAND FIRES [ STATE STRUCTURE FIRES 7 STATE OTHER FIRE STATE MEDICAL AIDS STATE PSA/OTHER STATE HAZ MAT ` LOCAL WILDLAND FIRES ❑ LOCAL ACRES 0 5 LOCAL STRUCTURE FIRES LOCAL OTHER FIRES LOCAL MEDICAL AIDS LOCAL PSA/OTHER: LOCAL HAZ MA 1 , t INCIDENT NAME MOUNTAIN VEIW START TIME: 1000 CAUSE UNDETERMINED s LAND USE IDOMESTIC I ACRES: TYPE OF ACRES: DOLLAR DAMAGE1 LOCAL TYPE $ DAMAGE: I, SAVE DIAMOND #: 12.0 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES: CIVILIAN FATALITIES: FF INJURIES: =# FF FATALITIES ` FC40 ❑ DATE OF FC401NC I SEN EMAIL STATION 64/MAA AGENCY INC M INC P# D - 7 -DAY © •INITIALS CJS r COMMENTS: FULLY INVOLVED STRUCTURE i NEXT RECORD �. LAST LOCAL FIRE # LAST STATE FIRE # LAST CASE # N� ' - �'- s _ X33• � .. •, .- . • 'Y"46, to 4- T R6 1 - W. 'A 4,1 Y 4. 4 N. Ld 7 V, q-4 2 74 S N, V x 11 W* Vz a fl I X A (change 2 d wind ows) - 068-350-033 93-173E HOGAN, 282 Mt. Charles View, Oroville ?E �3 (sf/upgrade main elec service 'N Y. "r, 'Y"46, to 4- T R6 1 - W. 'A 4,1 Y 4. 4 N. Ld 7 V, q-4 2 74 S N, V x 11 W* Vz a fl I X A 14y77!ks"` !,c,j� 7Tr,�d'� •'�' '-" : yam. ;� E 3 �>`-t',`'�: �1 068735=0-033 ' 91;-4231vY" HOGAN, 'CHARLES, r*. RAMONA ,.CONTR : OWNER.? 282:'MT_ V I EW ,DR, 'OROV 1 LLE `REROOF/SF- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone; 916,'538.7541 APPLICATION AND PERMIT PERMIT NO. A51119111111101"11 RAIRC96 NUIVIIIIIIIIIIIIIIll 068-350-033 ZONING BUILDING PERMIT OWNER CHARLES & RAMONA .WCAN ' 534—fi654 SO. FT. OCC.BUILDING VALUATION WN M I IN ADD 282 MT. VIEW DRIVE OROVILLE 12 60 720.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace NONELENDER L' UNKNOWN Total Valuation $ 2 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 19.50 ARCHITECT OR ENGINEER N0 NE LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 282 Ifr. VIEW DRIVE OROVILLE Permit fee $ 34.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF EN Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition;] Remodel Cl Utilities ❑ InstallationC Other ❑ Describe work: RE—ROOF WITH (am: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and Professions Code and my license Is In full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.tr) OR ADDNS. \ ACC. BLDGS. 3.6Q sq.ft. NEW CONSTR. ULTI-OUTLET NON-RESID BRANCH CIRC ITS I @ 5.00 APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 S 760 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Iyirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ® I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said,County in consequence of the granting of this permit. X iibl ", Date ' - $ignatureJof Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE 34.50 HAz 1 0FEES I IMP I FLOOD I CDF I PARCEL I POHD Iss This permit is hereby issued under the sions of t6 Butte County Code and/or hich fee Work it ca61 aboW., B !� bIREC LIC yate PER #T FXPIRES Date applicable provi- resolutions to do have been paid. KS Receipt No. 103531 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION A.ID PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZI,ON I N G 068-350-033 BUILDING PERMIT OWNER CHARLES & RkMONA HOGAN TELEPHONE 534-8654 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12 @ 60 720.00 282 MT. VIEW DRIVE OROVILLE CONTRACTOR'S NAME TELEPHONE OWNER CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation is 720.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 19.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ NONE ARCHITECT OR ENGINEER'S MAILING ADDRESS � Ener Plan Checking Energy g Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 34.50 282 MT. VIEW DRIVE OROVILLE PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME 7� PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 SF ® Duplex❑ Mobilehome❑ Other Mobile Home S G W @ 15.00 SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee $ Describe work: RF.—RnnP WITH CSMP- _ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 20GATO1000AI 37.50 CONTRACTORS LICENSE LAW NEW CONST. ( DWELLING OCCUR.&� 3.6a sQ.ft. I declare under penalty of perjury (check one): OR ADONS. l ACC. BLDGS. NEW CONSTR. MULTI -OUTLET @ 5.00 El am licensed under provisions of Chapt. 9, Div. 3 of the Business NON-RESID BRANCH CIRC ITS POWER APPAAT RUS e and Professions Code and my license is in full force and effect. (SINGLE OUTLET CIR. License No. Classification Ex. OCCUp(OUTLETS OR FIXTURES 20 76d 1, as the owner, or my employees with wages as their sole compen- FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) Misc. Wiring 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or fess. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling 9 I71 I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Energy Inspection Fee $ Butte to enter upon the above-mentioned property for inspection purposes. occ CONST TYPE I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEE $ all liabilities, judgments, costs, and expenses which may in any way accrue HAz 11 F1 IMP FLOOD CDF PARCEL PD HD Iss agams County in onsequence of the granting of this permit. 1 I X 1 Date 47— 9- Z This permit is hereby issued under the applicable provi- � Signature of Applicant — Owner fT Contractor ❑ Agent ❑ sions of th utte County Code and/or r olutions to do An OSHA permit is required for excavations over 5'0" deep and demolition or construct• work i Ic d abo hich fee a been paid. ion of structures over 3 stories in height. IRE P WLICIAIKS B ^Yate Y Receipt No. 1 n3531 PER IBES Date WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.. 7 County Center Drive - Orovllle. California 95965 - Telephone: 916.`538-7541 APPLICATION AND PERMIT A9 930R PAR L N E63 zDNING BUILDING PERMIT o R C �- M n O n TELEPHONE �- 5y S0. FT. OCC. BUILDING VALUATION OW ER'S MAIr Aqq/D/KESS ^y ^y V c C CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER LING UNKNOWN Total Valuation Is 12 (j o� Filing Fee $ 15,00 L DER'S MA ADDRESS Permit Fee $ SQ ARCHIT CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFXI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New❑ Addition El model Utilities I Ilation❑Other Describe work: Y`© Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 0V OR LESS Main service 200A OR LESS 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification F] 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.tk� OR ADONS. ( ACC. BLDGS. 3.60sq.ft. NEW R CONST. ULT' -OUTLET NON--ESI-BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20P 76d 464 FIXED APLNS. Ex. Occup. OUTLETS PRESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Ccnsen, 1 Se:f—insure. I shall not employ any person in any manner so as to become subject ,o the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ J Energy Inspection Fee $ occ CONST TYPE I I TOTAL FEE $ 3-11 HAz 1 0FEE5 I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Depattment of Public Works 7 County Center brjve, Oroville, CA 95965 Phones 916-538-7541.: OWNER -BUILDER WERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have notsigned an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide.the proposed construction: Name Address City Phone Contractors License No. 4. )I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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 Owner !2 U-Quk Social Security Number 1 Date .1--2- 0,-9/ NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are perms mitted to issue the permit. P -S. I 068-350-033' 93 17 3 E 'HOGAN, Charles 282 Mt. View, 0roville (sf/upgrad& main elec service) -2 t V., OFFICE Copy -'Ad&dSS",• Zu M�ter GAS.- �Date 4 '1 EL Ri Metbr By Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS w 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT1�0. 7-2 / 1> 7-2 ASSESSOR PARCEL NUMBER o ZONING AR BUILDING PERMIT O WNE ♦-� r1 TELEPHONE SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS o 95%17 0 �r CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ gpp. LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ . 282 Mountain View, ORoville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL' MAP Water piping 7.00 Each qas water heater or vent Z. 7.00 USE OF STRUCTURE j SF 9 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New 1:1 Addition❑ Remodel❑ Utilities® Installation EJ OIther❑ Describe work: Upgrade Wo Service fly I�,+AA,- ,,,4 _ _W1[jkla - ^)elm) vgwf co r. -.jf►JACIL , Permit Fee $ Zq.QQ Contractor ELECTRICAL PERMIT Filing Fee 15.00 �— rtAsCrN Cc Ir Main service 200AOORLLESS ESS 18.50 8.50 CONTRACTORS LICENSE LA �Of ToIS`r 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification v 1, as the owner, or my employees with wages as their sole compen sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000At 37.50 NEW CONST. ( DWELLING OCCUP.S�) 3.64 sq.ft. OR ACDNS, l ACC. BLDGS. NEW CONSTR. ULTI-OUTLET NON -R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES FM FIXED APPLNS. EX. OCCUp. OUTLETS (RESID )KEA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 1 15.00 15.t2o Pre—Inspection 11 120.09 20.00 Permit Fee $10nia •3v WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this pw it. X i��~� Date �� s Signature of Applicant — Own.er❑ Contractor Agent ❑ ❑ An OSHA permit is required f xcavation ov S'0" deep and demolition or construct- ion of structures over 3 storie ' height. NL fir_ Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $� %xJ ; HAz DFEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- cions of the Bute ount "Code and/or resolutions to do * Y work indicated ove for which fees have been paid. I DI CTOR OF PUBLIC WORKS By "L_ Date d 75 PERMIT EXPIRES Date Receipt No. .3 rJ� � WNITC-D. r. W., YELLOW-ASSESOR, PINK -INSPECT OR, GOLDENROD -APPLICANT r. . r � "•i^....-,1` :. w..-FY`s. w ...r. r. S.sh'-f M'�rC .I-4r.M r .s.—^.. f.�.�".: r r. . . ..nom COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916)-891-2751' ' 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 o�l CORRECTION NOTICE yZ' �7 OWNER PERMIT,NO. A` A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work - is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. zg y �f �t A y y �t A y tiJ 2 � 'Kr n J Date - Inspector REV 11 /9 1 ;'y; COUNTY OF BUTTE —DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA� (916) 891-,2751 7 County Centef Drivel or'oville,'CA - (916) 538=75.41 747, Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PER IT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist, at the above address and should be corrected. Please notify this office when correction of work' is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact t7hiffice immediately. 7' Tc-rz- Z> Date Z - Inspector REV 11/91 � B - 1 y M J COUNTY OF BUTTE - DEPARTENT'OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 9�3- / 7 -3 - ASSESSOR -3 ASSESSOR PARCEL NUMBER — ZONING AR BUILDING PERMIT owN ra ,TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNS •S MAI ING A -ESS Q CONT A O •SNAME,qt TELEPHONE CONTRACTOR'S ILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee $ ' Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 282 Mountain View ORoville PLUMBING PERMIT Filing_F+ee 15.00 Each Trap 15.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFU Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities[E Installation❑ Other ❑ Describe work: _ Upgrade Main Service AAjb j Y rS C, _(A)&iTh Ae�c�► �I� pj,/�� tet Fer {=�r�.1/tC,+e'•, Permit Fee $ 7_411i,s 00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 uity ni e* rer— N �C IC' _ Main service 2000A OR LESS 18.50 18.50 CONTRACTORS LICENSE LAIClOr dpi 5°r I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A, 37.50 NEW CONST. (DWELLING OCCUP.N\ 3.54 sq.ft. OR ADDNS. ACC. BLDGS. // NEW CONST-. MULTI -OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS a� SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES20 @ 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 1 -15.001 (S.W Prp—Tnsppctio, 1 120.0lb 20.00 Permit Fee $ o�V WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. y� I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against sai County in consequence of the granting of this permit. .�/ a X 1� ���' Date X/ 3' / 9,_ sign.rure of Applicant — Own r Contractor ❑ Agent ❑ An OSHA permit is required i Xcov.ti.n ove 5'i)" d and demolition or construct- ion of structures over 3 stories i height. N� Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE 5 TOTAL FEE $ J�7 HAz .FEES IMP FLOOD CDF PARCEL PD HD Is E This permit is hereby issued under the applicable p vi- sions of the Bu Cou Code and/or resolutions to do Work indica o or which fees have been paid. I OF PUBLIC WORKS BY Date/-kS P EXPIRES Date/ — 7— 9-1 -i r Receipt No. 135151 rJ/ .� WNITC•D.P. W., YELLOW -ASSES R. PI -R -I... ECT.-, (.OLDEN -..-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916:'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER Ifo B - 50 - b33 ZONING BUILDING PERMIT OWNER �) .TELE HONE S0. FT. OCC. BUILDING VALUATION OWNER'S M i A/ I'SNG ADDRESS E Ko��f. CONTRACTOR'S NWME TELE HONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Is _LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. � Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS (/{� V Ar. IN I? 1 1 ` Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater LOT NO. SUBDIVISION NAME PARCEL MAP _20.00 Water piping 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE Skj;4--Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewe7r15.00 Mobile Home S G - W - 615.00 TYPE OF WORK New ❑ Addition ❑ /1 Remodel ❑ ,Ulttiiliti nlnstailation❑ Other ❑ Describe work: &at" woe /lam! /r \ ,, ✓Ur Lip Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AOORLESS 18.50 /e. CONTRACTORS LICENSE LAW I declare under penalty of perjury P y P j y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. ( DWELLING OCCUP.ef\ 3.6d sq.f[. OR ADDNS. ACC. SLOGS. I NEW CONSTR ULTI.OUT LET ^ 5 00 NON ESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES RAO 76d L, 46di FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.001 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Z"o.0i Permit Fee $ �7 WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner D. Contractor ❑ Agent ❑ An OSHA p permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $ 5,5 HAz OFEES IMP FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. ,��151 / WNI TC -D. r. W., YELLOW -A58[8 S0 R, PINK -INSPECTOR. GOLD EN ROD -APPLICANT I COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 ' OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. . Please complete and return this information at _yourearliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) G I (have/have not)( signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. T plan to provide portions of this work, but I have hired -the -following person to coordinate, supervise, and provide the major wort: Name Address City Phone Contractors 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 Owner CO my C"BUILDING BUILDING DEPT Social Security Number Date JAN 2 9 1993. NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of -the Califor-niaHeal-th and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. '��w:. ��ti'� •-';(tet `+. ""tl'#�'�'�'7,fl�'3•�R. r'j'yS"�wt "�... a��iy'Y�L�.'�f����1:Mt�VRS�;ta�•°�'�'"-.�• 7t�"1Y`'1i:r��..�i�Fia,• V'.^"'F•'�...r��y T -. COUNT*OF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �AS lJfr N P. No. Proposed Building UseIADC-�S is F_ Building Inspector Date 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ..................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome dand manufacturer's installation instructions, 2 sets. ........... :7q-4134- 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department. ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction ap�roval required prior to occupancy). . pp Pre4nspection reque 20. Pre -inspection for � V1WiA Vii l Es3 required. .. to Building lnspedor (Date) 21. Contractor's license informati n. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner' ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ..................:...................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan chec list. ....... . 33. kS ern rJ M H A n! 12 GGIe . ................... . 34. When ou issue th.e_permit- process as follows: Mail to owner. Mail to contractor. Tel no ea hold for pickup at Qgge� office. Deliver with inspector. Oth • Parcel Creation Acreage Applicant::4 ate 3 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works '�,,,, _,.. • PRE -INSPECTION OWNER: � �l�/� % � (� (T/1 /" DATE LOCATION: D�(J(llt A.P. # CONTRACTOR: ZONING -------------------- PRE-INSPECTION FOR: 0 eri ks s DATE TO INSPECTOR l Z 7. PERMIT HISTORY: NONE [±P�AE FOLLOWS: S TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE: TENNANT: i �CCUPIED/ HAS ELECTRIC HAS GAS U HAS SANITATION FACILITIES HEATED- ED . OTHER COMMENTS: �o a2�r !// Ql �o.����� _ S - i v, vcsJ� n �.r Q % I -�,► o v�C' gu 6 rnPf S �rsi� 1 �•�iSery ce� lii�/% /b c�y� v- ter a G _2 Gi// S 0 �Lb b P nrs ACTION RECOMMENDED: ISSUE Q HOLD FOR. r � OTHER: BY s�/��,,i� //-{—J-z_ DATE I ❑ APPROVED VrCONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: D C), — J 1 Genera/Information Date: 3 -2m- 0-c' AP#: Owners Name: U 1%�C%l% GA e C) V IZG 2-- Parcel Acreage: _ O ! 9 Owners Address: Building Site Address: EW—e-1ty Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory Subdivision Ma Front ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Side Zone District: (/9���\ Side street Date of Zoning Ordinance: General Plan: (�1� Rear �J Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain No ❑ Yes Zone: Panel Number: C) No Yes ❑ Watershed Protection Zone Proposed Use Complies With: ❑ General Plan ❑ Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Apolicable Setbacks: ❑ Other ❑ Other Zoning Code Street & Highways Fre Prevention Subdivision Ma Front Side O Side street Rear �J Height =nvironmental Health Issues• Septic Permit Review: Well Permit Review: Permit C/earanCe Agriculture Affidavit Required Designated Well Site Land Development Review: Drainage Plan (Com/Ind/Mull) larcel Created by: ❑ Deeds Date of Creation: 1570 Deed Reference: /46 % ort Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ Map Date of Recording: Lot: .onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: Legal Access R uired: ❑ No Yes, Road Name: ❑ No ❑ Yes ❑ No U Tes ❑ No [des Block: Book: . Page: ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). Provide Creation Deed ❑ Construction across property tines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other eneral Comments: •Ala 1NM013A30 ®NVI '41 Ing 40 Al -NON' MUM ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. AND VME:4RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2000-0012828 Recorded Official yyf Records �l Count BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:31PM 11 -Apr -2000 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 COPIES 1.50 PENALTY 6.00 Maureen Page 1 of 2 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 han, sting 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 __2 _A0_ OCD State of California County of 614794C PROPERTY OWNERS: On �z/' 0�� - before me, personally appeared r_-)41 1&-1 .o.v--e "'ZIWI o A. 6.4bo41k'e / personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(i) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal RICHARD FEUERSTEIN Signature Seal: ComnWs on 41133507 Mft CPS1 Notary Public Butte County, Calltonla } Niv Commisslon Exp. APR. 13, 1 A.P. # 93-25979 rj r Order No. 1-161634 SCHF..DIII.F. C. The land referred In herein is denrrilwd as follows: All that certain real property situate In the County of Butte, State of California, tipserihed as follows: A portion of l.ot 256 of Oroville-Wyandotte Fruit Lands, Unit No. 6, according to the Official Map thereof, recordod in the office of the Recorder of thn County of Butte, State ref California, Marrh R, 1929 in Map Rook 10, at payes 3A, 4A and 5A and heing more particularly described as follows: Beginning at the most Southwesterly corner of said Lot 256, said point being in the centerline of Mountain View Drive, as shown on the Map hereinabove referred to: thence Northeasterly along said centerline of Mountain View Drive on the following courses and distances: North 39' 36' East, '76.07 feet to the beginning of a curve to t.hP right having a radius of 500 feet; thence. Northeasterly along last mentioned curve 75.48 feet; thence leaving said centerline of said Mountain View Drive, North 41' 45' West 30 feet to the North line of the 60 foot right of way of said Mountain View Drive; thence North 29' 18' West, 169.68 feet; thence South 58' 15_ West, 100.00 feet to a point in the West boundary line of said Lot 256;• thence South 20' 45' 45" Fast along said West line of Lot 256, a distance of 212 feet to a point in the North line of said Mountain View Drive; thence continuing South 20' 45' 45" Fast along said West line of Lot 256, a distance of 34.51 feet to the point of beginning of this description. EXCEPTING THEREFROM the North 30 feet of the 60 foot right of way of Mountain View Drive. i� AP No. 068-350-033-•/ ERR Of DOCUMENT Hoo BLUSAR MANUFACTIRUNG LLC ROOF TRUSS ENGINEERING &LAYOUT DATE: 6-1-00 JOB# 828 WET STAMPS JOHN WHEELER CONSTRUCTION GAB OUREL 3721 FEATHER RIVER BLVD MARYSVILLE,CA 95901 TEL:530-741-4920 FAX:530-741-4926 ►�,viwd Truo-o-to Ca•ILI•oo HUS26.HANGERS FOR B1 Egt B2 TRUSSES. JOHN WHEELER CONSTRUCTION GABOUREL �. 5:12 PITCH COVERED PORCH A[- RAFTERSBY OTHERS 00 (5 1134 3 B 4 3 ` B AVB N FF N M J -E i i� i ii -EFFFF ii -F -i BLUSAR MANUFACTURING 3721 FEATHER RIVER BLVD MARYSVILLE, CA 95901 530-741-4920 rc C'J t job Name: GABOUREL Truss ID: A 1 Drw :52070-001 won 828 ® This design is for an individual building component. It has been based on specifications provided by the component m nufacturer and done in Chk: Custetmer Name: Plating �ITE95 'nus truss �i�ted the BLU SAR MFG verified by the component manufacturer and/or building designer prior w fabric rico. The building designer shall ascertain that the loads utilized on BC 2x4 TFL #1 & Btr. T IS TIEI F7FS = OF LBC -9797 Oxie� ' this design meet or exceed the loading imposed by the lucid building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFacs L.1.25 P-1.25 ® LLC M, BLK 2x4 TFL SI€NDARD NLIIII'IPLE LOAD CASES. Bldg Enclosed = Yes, Ertl Zone = No TC Dead 14.0 pef = Join Locations = PLATE VALLES PER ICBO RFSZ*KI FM:CRr #1607. Leaded for PSF T BFARIM F492JBi7 PMM sha aZ are based CNLY Hw•ric ane/Qoean Line = No, Dip C 1 0- 0- 0 10 0- 0- 0 10 run-arrxm�t BCT . on the truss material at each bearirg. Bldg 80.00ft, Bld,3idth = SO.00ft, 2 4- 0- 0 11 4- 0- 0 <It is assured that one face of this truss PLATUG BASED CN CZLN LI1IR VA M. Maim roof height = 21.63ft, MM = 80 3 5- 4- 0 12 5- 4- 0 < is sheathed with pl CSB, wood board Classification = 4, Dead Load = 21.0 psf 9 5 6- 3- 0 7- 0- 0 13 19 6- 3- 0 8- 8- 0 < addittior harckcard ional loads rrustlding. If rrt, bee cc �sidered on 6 7 8- 18- 0 7- 9- 0 15 16 7- 9- 0 10- 0- 0 < rxn-m�ir7�us �'r3 �� y staples � a blocks. 8 10- 0- 0 17 14- 0- 0 nayarplrequue� Sing lateral 9 19- 0- 0 die to wind fes) mrd ds 1F Lateral 1 n lineble Athb,-the riot been eanside ed unless rated otherwise. 'Nese loads arra their eaa ectiazs are tre reepc eibllity of the bii.ldu-Ag designer. - A� Lh 401 4-I1-0 230 251 6-3-0 8-8-0 540 14-0-0 0 Uj 7-0-0 7-0-0 t5 1 2 3 4 67 8 9 5,ap� p� U. 3-4 3-3-1- 4-0-13 3-4 3-4 SHIP I0-4-1 IS I0-4-1 Q�pF-SSIONq( �M Es-P 13 Q� �ph5982�� TYPICAL PLATE : 1.5-3 2-0-0 , 1 10 11 12 13 1115 16 4-114-0-0 2-3-0 2-5-0 4-0-0 6-3-0 8-870 -- -- - - _ Truswal Systeme Plates are 20 ga. unless shown by 1118"(18 ga.) or �H"(16 ga:), positioned per Joint Report. Circled plates and false 17 5-4-0 14-0-0 OVER CONTINUOUS SUPPORT 121131/02 . C N\\' OF CA-� 5/31/2000 Scaler 5/16" a 11 WAL NIN(i Rend all notes on this sheet and give a copy of it to the Tweeting Contractor. TBF: 32.0 won 828 ® This design is for an individual building component. It has been based on specifications provided by the component m nufacturer and done in Chk: Custetmer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BLU SAR MFG verified by the component manufacturer and/or building designer prior w fabric rico. The building designer shall ascertain that the loads utilized on Dog=t SB #LC . 10 JOHN WHEELER CDNSTRU this design meet or exceed the loading imposed by the lucid building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFacs L.1.25 P-1.25 ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing rn tercel directly attached, unless otherwise noted. Brachtg shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mr Bnd 1.15 T 45 N.rt . rk .,C TRU Nortblreh Oa, Colo Sprwga, CO 160907 content of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b I ruswad, 'QUALITY CONTROL S'T'ANDARD FOR METAL PLATE CONNECfLD WOOD TRUSSES' - Y BC Live .0 of p O.C. ao SP ung 2- 0- 0 (QST -88), 'IIANDLING INSTALLING AND BRACING METAL. PLATE CONNECTED WOOD TRUSSES' - (1110-91) and 'HIB -91 SUMMARY BC Dead 7.0 pef Design Spec UBC -97 SKEET' by TPI. The Truss Plate Institute (Tpq is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriam Forest and Paper TpS. 0 Version T6.1.2 Association (AFPA) is located at 1250 Cormecticut Ave, NW, Ste 200, Washington, DC 20036. ITOTAL 37.0 psf i fl Farina IV240 TC: It/240 nob Name: GABOUREL Truss ID: AG 2 Drw 070-002 BFG X -LCC FG%Cr SIZE F332 -D TC 2x4 LEL, #1 & Btr. P1al-im spec : ADSI/rPI - 1995 LT= R MCN(S) - 1 0- 1-12 3697 3.50" 1.97" BC 2x6 LEI, #2 THIS MSIIN LS THE CQqposrIE RESULT CF support 1 -330# 2 13-10- 4 3549 3.50" 1.89" DEB 2x4 LEL SDS WZIPLE = CASES. t 2 -317# � 4 -11-11 9 -11-1-1 5 144- o- o 10 144- o- 0 1 2 4 5 2-PIASCl. PLATE VALLES FER ICBG RES'FA U4 RE=#1607. EEARIlU REWIRWENIS shin are based CWY '111is to is designed uBug the fat TC FCF E AXE, BID CSI + + + + + + i- + + + + + + + i- + + + + + + + an the truss nares- a3 at each LBC -97 Code. 1-2 -6520 .10 .21 .32 Nail patterns e}ioas ie for FLF loads mlyy F%ttmiat bxacing is rraacc��uu..�� 7d (1)others) to Bldg EYicloeed Yes, Ehci 7r1ie = Iic 2-3 -4668 .04 .05 .09 Ctanr�'lrated loads V%3T be dist,buted to 1y Cri rctatirn/tq .o. See IaB-91 and 10.3.4.6.- ealte/Q z Lisse = No , E C achy C 80.00ft, Bld3 DTidth = Sa.00ft, 4-0-13 3-10 ply with ata 3 ' into the �r. Fit II /*IPIS1- IN 0110. 14.5 Bldj �heir�it = 21.63ft, NffH = 80 4-5 -6520 I 0 .21 .32 use i nun. Fl, than 2 t� frrni 2 -PLY! Nail w/10d CLNvW, s (NEB -97 AXL BIH) CSI tn7re ply, add nail adlitiasal kWor bolter if shoAn, or Sect. 12) in: TC- 2/ft BC- 3 ft WEBS- 2/ft -----TI14D t3sSE #1 LESIIN ICYnL1S---------- BC 6-7 FCRCE 6008 .39 .36 .75 ply(s) use any other approved detAil (by dl -lens). U 5982 Cr Dir L.Plf L.Loc R.Plf R.Lcc II.M 7-8 5930 '.38 .17 .56 + + + + + + + + + + + + + + + + + + .... 7C Vet 60.0 0- 0- 0 60.0 14- 0- 0 .53 8-9 5930 .38 .17 .56 6 7 8 9 10 BC Vert 447.0 0- 0- 0 447.0 14- 0- 0 .42 9-10 6008 .39 .36 .751 sT'� OFCA��F�� 4-0-5 7-0-0 9-11-11 14-0-0 DEB FCWE CSI I'm FCRCE CSI . --.. S/ 00 2-7 1445 .29 4-8 -1897 .11 2-8 -1897 .11 4-9 1446 .29 3-8 3351 .68 PAY LEFLEX.TICN (span) IW999 IN 1.194 7-8 (LIVE) E+� EF -.05" D= -.07" T= -.13". (!� - _= Joint T x ticns = 0- 0 4-0-5 2-11-11 2-11-11 4-0-5 ^ h 1 0- 0- 0 6 0- 2 4- 0- 5 7 4- 0- 5 7- 0- 0 8 7- 0- 0 4-0-5 7-0-0 9-11-11 14-0-0 -, � 3 7-0-1) 7-0-0 t3 � 4 -11-11 9 -11-1-1 5 144- o- o 10 144- o- 0 1 2 4 5 2-PIASCl. may, REQUIRED r 5 .00 -5.001 4-4 3-4 3-4 3-3-1 4-0-13 3-10 3-10 SHIP I0-4-1 I0-4-1 - 2.5-4 3-7 2.5-4 Qua � ESS otic, U 5982 Cr N 2� °��f 14-0-0 E),p' 2/31 /02 , 6 7 8 9 10 CN��- �a�Q 4-0-5 2-1� 2-11-11 4-0-5 sT'� OFCA��F�� 4-0-5 7-0-0 9-11-11 14-0-0 . --.. S/ 00 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/16" a 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positionedas shown above. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 34.7 WO: 828 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Ch1e s Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: SB #LC a 9 JOHN WHEELER CONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 16.0 pef DurFacs L=1.25 P=1.25 LLC sheathing and the bosom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in :my environment flat will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.00 content of the woad exceed 191 and/or arose connector pLde corrosion. F:abriewe, handle, iostall and brecc this truss in accord:unce will) the following stand;.rds: ' I'RIISCOM MANUAL', b I naswal, 'Q1 TAI. TY CONTROL S'T'ANDARD FOR MI I'M. PLATE CONNI; "I'ED WOOD TRUSSES' y � � � BC Live .0 pef O. C. Spaoing 2- 0- 0 4445 N'.,ll. rk Dr., 44i5 r:unLpa r� Ur., Culu Springs, CO W))U7 - (QST -815), AIANDLING INSTALLING AND BRACING M1:'fA1. PLATE CONNBC"I'1?D W00D TRUSSI S' - (1110-91) and'IIIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located w 583 D'Onofrio Drive, MatlLsosn, Wisconsin 53719. The Amerism Forest and Paper Defl Ratio: 14/240 TC: L/240 Tp5.0 Version T6.1.2 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 2W, Washington, DC 20036. TOTAL 37.0 psf job Name: GABOUREL Truss ID: B 1 Drw : C000 15 2070-003 WO: 828 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Ch1e t 7C 2x4 DFL #1 & Btr. Plating epee • PMI/IPI - 1995 'This truss is designed using the BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads wilixed on BC 2x4 DFL #1 & Btr. TIM LESICi1 IS THE CCDIIiSI'm RESLLT tom' LBC-97 Ocie. this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P-1.25 ® LLC GE BCK 2x4 LEL S12NEAM nLnPLE LCAD CASES. Bldg a-iciceed = Yes, End 7rste = No TC Dead 14.0 pef Joint. Locatia7s 7'H IISWAL SYSTEMS 4445 Northrk Dr., Colo Springs. CO X0907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brute this truss in accordance with the following standards: 'TRUSCOM MANUAL', , bY fruswal, 'QUALITY CONTROL STANDARD FOR ME'T'AL PLA'T'E CONNECTED WOOD TRUSSES' - RAZE VALLFS PER ICBG RESE*.[H REFCRr #1607. PEARIM ROWDEPIENTS shomi are based CNLY Rwr-icane/Ocean Line = No 0qp Category = C 1 0- 0- 0 25 32- 2- 8 Lr-1,41 for 10 PSF rrn-earianrerit BCT . an the truss material at each bearing. Bldg Iax7th = 880_OOft.dg Width = 5b.00ft, 2 3- 8- 8 26 0- 0- 0 <It is asamed that one face of this truss PLA'IUn BASED CN C4tEEN ILPIEM VP7 M. Mean roofhe�itS ld 3 5- 0- 8 27 3- 8- 8 < is sheathed with pl CSB, wood board Classificatich = 4, Aad Load = 21.0 pef 4 6- 4- 8 28 5- 0- 8 < siding or siding. If not, 5 7- 8- 8 29 6- 4- 8 < additiaral loads mast be catzsid-ared on 6 9- 0- 8 30 7- 8- 8 < rim-mituitcus bearing� 7 8 10- 4- 8 10- 9- 2 31 32 9- 0- 8 10- 4- 8 f�ay rise te �staples or gable blocks. e blocks lateral rJ 9 11- 8- 8 '33 11- 8- 8 wrn lied to the face. app eo co 10 13- 0- 8 39 13- 0- 8 i=Tteral l;reglebraciaz3 l 11 14- 4- 8 35 14- 4- 8 in with the dxxds ls�. 12 15- 2- 8 36 15- 2- 8 not been cursidered unless rated otherwise. 13 17-11- 8 37 17- 6- 8 Ti-� loads arra their cc mactiens are the 14 17- 6- 8 38 16- 8- 8 ;h; l; of the building designer. � ty �YJ 15 16- 8- 8 39 18-10- 8 16 18-10- 8 40 20- 2- 8. 17 20- 2- 8 41 21- 6- 8 18 21- 1-14 42 22-10- 8 19 21- 6- 8 43 24- 2- 8 U) 20 21 22 22-10- 8 24- 2- 8 25- 6- 8 44 45 46 25- 6- 8 26-10-'8 28- 2- 8 �. LU 23 24 26-10- 8 28- 2- 8 47 32- 2- 8 :i-8� 4-0-0 i 4-0L0 3-6-0 3-8-0 3-8� 4-40 � 4-I>� 3-4-0� 3-8.8 7.8.8 11-8-8 15-2-8 18.168 22-10-8 26-10-8 32-1.8 15-11-81 16-3-0 1 2 3 44 S 6 78 9 10 111213 145 16 17 189 10 21 22 23 24 25 W 5.00 -5 001 3-4 3-4 2- �A 7-1-5 7-11-1 SHIP i6 04-1h�Q,�-•MESSgFcy Co 9 Uj Cr ���o 45982 p "TYPICAL PLATE : 1.5-3 32-2-8i 0-3-8� STUB 26 27 28 29 30 31 32 zr 34 3536 37839 40 41 42 43 44 45 46 47 3-8-8 4.0_ 0 44-6(_. 3-6.0 3-8-0 i 4-0-0 4-60 5-4_0 1 3-8-8 7:a -e 11.6.8 15-2.8 18-168 22-168 26-168 32-2.8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame Mates are positioned as shown ahove_ 1/31102 C CN��/ '5/31/2000 Scale: 1/6" = 1' WAKIVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 110.7 WO: 828 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Ch1e t Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads wilixed on Dsgnr: SB #LC - 13 JOHN WHEELER CONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P-1.25 ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.15 7'H IISWAL SYSTEMS 4445 Northrk Dr., Colo Springs. CO X0907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brute this truss in accordance with the following standards: 'TRUSCOM MANUAL', , bY fruswal, 'QUALITY CONTROL STANDARD FOR ME'T'AL PLA'T'E CONNECTED WOOD TRUSSES' - BC Live .0 pef O. C. Spaaisag 2- 0- 0 (QST -XX), 'IIANDLING INSTALLING AND BRACING mi-,TAL PLATE CONNECTED WOOD TRUSSES' - (11111-91) and'f11B-91 SUMMARY BC Dead 7.0 pef Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (m) is located at 5X3 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and Paper TP5. 0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 20O, Washington, DC 20036. TOTAL 37 0 psf Ddl Ratio: W240 'IC: 1,/240 ob REL BIU X -LW Fu1Cr SITE '(,REQ'D 1 0- 5- - 1;1032 L13.50" 4" 1.50" 2 27-10- A , 1535•"+ ) 3.50-" 1.50" r� TC FCRCE AXE `EM/CSI 1-2 -1986 .02 .48 .51 2-3 -1248 >Ol .48 .49 3-4 -1251 01 59 .60 4-5 -727 :07;V59 5 .67 BC FORCE AXL EM CSI 6-7 1755 .22 .11 .32 7-8 1752 .17 .23 .40 8-9 1752 k+.17 .34 .51 9-10 1050 f .09 .34 .43 10-11 1047 .03 .24 .27 11-12 702 .07 .26 .33 PEB FCRCE' CSI 1fB FCRCE CSI 2-7 202 .08 4-9 185 .20 2-9 -756 .41 4-10 186 .08 3-9 4)64 .19 4-11 -1759 .72 MX DEFLE MCM (epn) 14/999 IN MM 7-8 (1,M) I. -.09" D= -.12" 1%- -.20" MAX IEFI.=Clq (cant) L/999 IN MEM 11-12 (LIVE) L= .05" D=.,.06" T= .11" = Joint Locations = 1 0- 0- 0 7 7-10- 0 2 7-10- 0 8 15- 5- 8 3 15-11- 8 9 15-11- 8 4 24- 1- 0 10 24- 1- 0 5 32- 2- 8 11 27- 6-12 6 0- 0- 0 12 32- 2- 8 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. WEB 2x4 DEL SIAlO Plating spec : ANSI/IPI - 1995 THIS IESICN IS ME OU4PI I'M RFSIII.E' CF M ZIPLE LOAD CSM. BEARIM RIIJJLRE4WIS sho^n are based CNLY on the truss material at each FLATS VALIES FM ICBG RESEARCH 1607 Lci c for 10 FSF ron-oacztrzant Baa. l 7-1-5 4-4 =a5-8 Truss ID: BI Qty: 5 1x4 carsir rx va lateral tM ® br� (CLB) , railed w/2 -10d, located for CR 1x4 I brace railed flat to ed3ese of web w/ 8d at 8" o.e. CR a scab (sane as wPb) railed to face of web w/10d at 8" o.c. If 2 are required attach 'T" to both edges or scab to both faces. If 3 or mcre are req., use CLB. T" or scab must be 90% of web lend , aryl 2x6 if web is > 14'-0". CLB design ' lzrilding designer. PLATIN BASED CN GZEEN LLPMR VALLES. 7-10-0 -1 8-1-8 5-1-8 8-1- 8 -i 7-10-0 15-11-8 24-1-0 32-2-8 1 15-11-8 i 16-3-0 1 2 3 4 5 F 5,00 -5.001 4-4 UPLIFT REAMCN(S) t 2 -770() 'This Eitwa is der3igned using the LBC -97 Clode. Hmzc�ue/� Line =Ido ,, Did �� - No C Bldg hA80.00ft, Bld3�dth 50.00ft, ClassifMeart ication *-- 4, 2Drad Lcsd = 21.0 pef 0-30-38 STUB 6 7 89 10 11 12 7-10-0� 8-1-8 -1 8-1-8 8-1-8 7-10-0 15-11-8 24-1-0 32-2-8 `M /�pEcSS/pN /Qy` _t/ tJo. C045982 M E hh . 1'2J31/02 Nk 6/7/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scalet 1/8" . 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 75.3 w0: 828 This design is for an individual building component. It haus been based on specifications provided by the component unvnufacturer and done in Chk: accord.vtce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Customer Name: B LU SAR:MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized un De SH #LC 13 � r JOHN W1B;ELER CONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by One roof or fluor TC Live 16.0 DurFacb L=1.25 P=1.25 ® LLC sheathing and the bottom chord is Literally braced by a rigid sheathing m:derial directly attached, unless otherwise noted. Bracing shown is for Literal 'Phis pef support of components members only to reduce buckling length. component shall not be placed in any environment (hit will cause the moisture TC Dead 14.0 psf Rep Mbr Bad 1.15 TRUScontent 4445NoAhpaTkDNMs 4445 Northpark Dr., Colo Springs, CO 80907 of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, hila(( and brace this miss in accordance with the following , standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNEC7fIiD wool) TRUSSES' - BC Live .0 pef O.C.Spacing 2- 0- 0 (QST -88), 'HANDLING INSTALLING AND BRACING METAL. PLATE CONNECTED WOOD TRUSSES' - (1110-91) and '11111-91 SUMMARY BC Dead 7.0 pef Design Spec UBC -97 Tp5.0 Version T6.1.2 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American forest and Paper Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 2(b), Washington, DC 20036. Dafl Patio: W240 'IC: Lt/240 TOTAL 37.0 psf job Nage: GABOUREL Truss ID: B2 : I Drw; Co 59220-002 EM X -ICC REACT SITE REIZI) 1 - 5- �l 983 3.50" 1.50" 'IC 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. 1x4 cahtiixxis lateral VIER bracirq (CLB), ® nailed w/2 -10d, lasted for egival segr�t_s. UFLIPT REACITCN(S) : 2 266 - 4- 4 1616 3.50" 1.50" WEB 2x4 EFL SUZEARD Plating spec • ANSI/PPI - 1995 tR 1x4 'T" hrare railed flat to edge of v.eb ap t 1 -81# stij�crt 2 -1005# TC Ft1XE AXE, EM CSI 'i3 -IIS LBSICN IS ME C014PO3PIE RMILT OF w/ 8d at 8" o.c. CR a scab (sate as ueb) nailed to fare of web w/10d at 8" o.c. If 'Reis truss is designed using the LBC -97 Cbde. 1-2 -1868 .02 .50 .51 2-3 -1123 .01 .50 .s0 3-4 -ll23 nimPLE DIAD CRISES. BEARUG RB�La �IIIS sham are based CNLY the truss 2 are required attach 'T" to both edges or scab to both faces. If 3 cr nc¢e are req., Bldg Enclosed = Yes, F}rl am = No Humealhe/ Lithe = No C HztxBldg =, Catth .01 .61 .62 4-5 -900 .08 .61 .69 rn material at each bearing. PLATE VAUX3 PER IC8O RESFAWN REFCRI' #1607. use CLB. 'T" cr scab nest be 90°s of v lar�tlh, and 2x6 if veb is � 14'-0". CLB Lazyth�8Lam B1c13DS4p �.00ft, EC FCRCE AXL HID Loaded fcr 10 PSF nal-cahoirrent BCIL. des>gn is per Wilding &signer. Mean roof height = 23.55ft, MPH = 80 C9assificatiah = 4, Dead Toad = 21.0 CSI 6-7 1646 .15 .'.17 .32 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Trusual, 'QUALITY CONTROL S'T'ANDARD FOR METAL PLATE CONN] X l'I D 1VOOD'fRUSS1iS' - FLATRZ. BASED CN LEEN LLT4MR VALLL.5. pef 7-8 1643 .155 .22 .37 (QST 88), IIANDLING INSTALLING AND BRACING METAL. I'LATE CONNECTED WOOD TRUSSES' (11111 91) and 'IIIB 91 SUMMARY BC Dead 7.0 psf Design Spec UBC 97 8-9 1643 .15 .33 .48 SLIEET' by'1'PI. TheTruss plate Institute Crl'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper 9-10 703 .04 .33 .37 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 2(x). Washington, DC 2(X)36. TOTAL 37.0 psf Deft patio: L:/240 IC: L/240 10-11 702 .06 .46 .53 11-12 857 :08 .46 .55 FEB FC12CE CSI WEB Fa;KE C5I 2-7 206 x'.08 4-9 573 .sl t 2-9 -770, .42 4-10 312 .10 3-9 354 .14 4-11 -1517 .41 ` cc MAX EEFIE)MCN (spar)) :r LU W999 INIvEM 7-8 (LIVE) MAX 13 (cats) IN MEZIN Lt/721 IN MEM" (LIVE) LF D 1313" 7-10-08-1_ $ 1 g_j_g t K_j_KCL .lo" .z3° 7-10-0 I5-11-8 24-1-0 32-2-8 ( W Joint Locatiahs = t 1 -11-8 16-3-(I 1 0- o- 0 7 7-10- 0 1 2 t 3 4 5Ul z 7-10- 0 8 ls- s- 8 . 3 15 -ll- 8 9 15-]1- 8 4 24- 1- 0 10 24- 1- 0 r 5.00 _5,00, -11 5 32- 2- 8 ll 26- 0-12 6 0- 0- 0 12 32 2 8 4 4 1 1 T I 3-4 3-10 �j12� 7-1-5 7-114-4 -1 SHIT' PROF ESS/p 511 5 8 1.5-3 3 4 =0.4_ ��P�y �- M Ess -�g-4 S 3-7 I.5-3 9 ci 2.s E(,(I-11 Qj N .GN45982 �7 s 0-3-8 STUB 6 7 89 10 II 12 7-10-(I i 8 1_ 8-1-8 t 8-1-8 � 7-10-0 15-11-8 24-1-0 32-2-8 Exp. W/31/02 �CNIL -„ o 6/7/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 1/8" - 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are ositioned as shown above. ® WARNING Rend all notes on this sheet and give a cony of it to the Erecting Contractor. -+r TBF: 74.7 WO: 828 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in ('hoc: Cuetaner Name: accordance with the current versions of TPI and AFPA design send:nds. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG]support verified by the component manufacturer and/or building designer prior to fabriczdion. The building designer shall ascertain tict the loads utilized on Degnr: SB #LC - 13 I JOBN WHEELER CONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFacA L=1.25 P=1.25 LLCsheathing and the bottom chord is Lterally braced by a rigid sheathing m terLd directly attached, unless otherwise noted. Bracing shown is for Laterad of components members only to reduce buckling length. This annponeni shali not be placed in any environment Out will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.15 TRU WAL rk I'E.nColo Springs, CO 80907 IP content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Trusual, 'QUALITY CONTROL S'T'ANDARD FOR METAL PLATE CONN] X l'I D 1VOOD'fRUSS1iS' - BC Live .0 pef O. C.Spaeing 2- 0- 0 (QST 88), IIANDLING INSTALLING AND BRACING METAL. I'LATE CONNECTED WOOD TRUSSES' (11111 91) and 'IIIB 91 SUMMARY BC Dead 7.0 psf Design Spec UBC 97 SLIEET' by'1'PI. TheTruss plate Institute Crl'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5. 0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 2(x). Washington, DC 2(X)36. TOTAL 37.0 psf Deft patio: L:/240 IC: L/240 Job Hne: GABOUREL EM X -IOC REAGT SIZE REQ'D 1 0- 1-F2 994 3.50" 1.50" 2 26- 4- 4 1626 3.50" 1.50" TC FUXE AXL BND CSI 1-2 -1946 .02 .55 .57 2-3 -1140 .01 .55 .55 3-4 -1139 .01 .61 .62 4-5 -900 .08 .61 :70 BC FLRt'E AXL BND CSI 6-7 1725 .21 .16 .37 7-8 1721 .16 .21 .37 8-9 1721 9-10 711 .16 '.32 .04 1/.32 .48 .36 10-11 710 .06- .46 .53 11-12 858 .08 .46 .55 VEB FICRM CSI / WB FCS GSI 2-7 227 .09 4-9 578 .51 2-9 -835 .45 4-10 312 .10 3-9 367 .15 4-11 -1531 .41 MX IEFLOMCN (span) L/999 IN MFM 6-7 (LIVE) Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 20), Washington, DC 20036. 1- -.07" D= -.10" 76 -.17" MAX LEFI.FxriCM (I) L{/723 IN MQ'9 11-12 (LIVE) Lr= .10" D= .13" 7�- .23" === Joint Locations = 1 0- 0- 0 7 8- 1- 8 2 8- 1- 8 8 15- 9- 0 3 16- 3- 0 9 16- 3- 0 4 24- 4- 8 10 24- 4- 8 5 32- 6- 0 ll 26- 4- 4 6 0- 0- 0 12 32- 6- 0 7C 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. 4EB 2x4 LFL SI7aN13W Plating spec • ANSI/'I'PI - 1995 THUS MICN IS 711E rIE F03LLT OF T=II7PLE LOAD CASES. EEAR ,r, RE n;EPMIS sha-.n are based CW Y on the truss material at each bearing. PLATE VAL)XS PER ICBG 10 I MCRr #1607 Loaded for 10 PSF rrnronzuneat BOLL. Truss ID: B3 Otv: ®3x4 =tdnt xm lateral AM reJJ (CLB) , tailed w/2 -10d, located foregvd ragtients. CR 1,4 'T" brare trailed flat to eke of web w/ 8d at 8" o.e. CR a scab (sane as veb) tailed to fare of v b w/10d at 8" o.c. If 2 are mired, attach r" to both ages or scab to beth faces. If 3 cr moreare req., CM use B. 'T" cr scab must be 90% of reb lath, and 2x6 if veb is > 14'-0". CiB design is per building desigtar. PLATING BASED CN GZEEN U_PW3 VAILM. . 8-18-1_ 8 8-1-8 1 8-1-8� 8-1_-8 8-1-8 16-3-0 24-4-8 32-6-0 16-3-0 16-3-0 1 2 �3 4 5 F 5.00 -5.00 4-4 11 Drwg: 000015 9220-C UPLIFT REACrICN(S) tart 1 -82# st.>�t 2 -1005# 1111s is designed using the CBC -97 Cocle. Bldg R-=losed = Yes, Er)d Zaae = No Bldg Iagcarne/Oa- 8 00ft, Blcb Widt.00ft, Meet roof height = 23.55ft, MEH = 80 Classification = 4, D,,M Land = 21.0 psf �i 6 7 89 10 11 12 8-1-5 t 8-I-8 I 8-I-8 t B -I- 8 -t 8-1-8 16-3-0 24-4-8 32-6-0 e..� UU 4L qq� 0- Uj a CD moi. ;It 4. �QQy�.• MFSs9F? Q � j PAOCN5982 M xp. 12/31/02 ,CN11. 6/7/2000 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or Scale: 1/8" = 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame -plates are positioned as shown above. ® WARNING /tend all notes on this sheet and give a coj�v of it to the Erecting Contractor. TBFt 74.7 WO: 828 ' This design is for an individtcl building component. h has been based on specifications provided by the component trenmfacturcr:rad done in accordance with the current versions of'rPl and AF -IIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Cbk Cuetatner Name: BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dag=: SB #LC = 13 JOHN WHEELER CONSTRU LLCsheathing this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral TC Live 16.0 pe f DurFach L-1.25 P=1.25 support of components members only to reduce buckling length. This component shall not be placed in any envirm anent that will cause the moisture TC Dead 14.0 psf Rep Nbr Bnd 1.15 TRUSWAI. SYSTEMS aaa5 Northpark Ur., Colo Sprioga, Co 80907 content or the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, histall and brace this hiss in accordance with the following standards: TRUSCOM MANUAL', b rnnsswal,' UALITY CON'T'ROL STANDARD FOR METAL I'LAT17 CONNG("Tl:b WUOD'rRCCSES' BC Live .0 psf O.C.Spacing 2- 0- 0 - (Qs -r-88), 'IIANDLINO INSTALLING AND BRACING mi.-TAL I'L.ATE CONNECTED WOOD TRUSSES' - 11111-91 tad '11111-91 SUMMARY ( ): BC Dead 7. 0 psf Design Spec UBC -97 SI IEET' by'rpl. The Truss Plate Institute (Tpl) is located at 583 D'Ouofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5 . 0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 20), Washington, DC 20036. TOTAL 37.0 pe f Den Ratio: W240 71C: L/240 ob N e: GABOUREL Truss ID: B4 : 4 Drw ; BIG- LSC REACT' SIZE REQ1D TC 2x4 rFL #1 & Btr. 1x4 ea�irtaa"s lateral TAM bracing (CCB), LM= RFACnCN(S) 1 0- 1-Pl 1026 3.50" 1.50" BC 2x4 DFL #1 & Btr, ® nailed w/2 -10d, located for egaal sagta t9, 1 _gam 2 26- 9- 4 1678 .3.50" 1.50" VM DFL SUZEARD OR 1x4 'T" brace nailed flat to edge of v,---bO tt 2 -952# Plating spec • AMSIAPI - 1995 w/ 8d at 8" o.c. OR a scab (sane as web) This fsi is ceeipned using the TC FORCE AXL BM CSI" THIS IESIGN IS THE CtZMPO9rIE RFSCILT OF "ailed to fare of veb w/10d at 8" o.c. If LBC -97 Oode. 1-2 -2101 .02 .28 .30 M:.E;ITPLE LOAD CASES. 2 are requited attact" 'T" to both ed or 61d3 FYrlosed =Yee, 1]rl Zone = Tb 2-3 -1631 .02 .28 .30 EU*U � i�JD�IVIS shorn are based ONLY scab to both fxe�3. If 3 or n=e are req., Hurricane/ Lim = No ExF" Category = C 3-4 -1619 .01 .20 ,.21 on the truss material at �1 r3- use QB, 'T" or scab nest be 90% of web Bld3 La 1�SO.00ft, Bld3 WWi, = SO.00ft, 4-5 -1186 .O1 .23 .24 FLATE VALIFS PER IC30 Rl REKIII #1607. lengh, ani 2xG if web is > 14'-0". CLB Metra" roof heir = 23.55ft, MPH = 80 5-6 -1183 01 .39 .40 Irk for 10 PSF m"-eorio=ert. BaL. design is per building desi Classificatiaz = 4, Dead Lcsd = 21.0 f 6-7 -894 .07 .39. .46 PLATIN Bi>SID IN GREEN LIMBER VALLES. Rftttm�at brxu"g is requir� (r Cu.) to ----------LOAD CAM #1 DESIGN LOADS ---------------- 13r F AXL IIID GSI Pr � rctatza�/tcr-p "ng. See HIB -91 and Dir L.Plf L.Loc R.Plf R.Lcc UM 8-9 1882 .23 .11 .34 AMSI/M 1-1995; 10.3.4.5 and 10.3.4.6. TC Vert 60.0 0- 0- 0 60.0 32- 6- 0 .53 9-10 1880 .17 �.49 .66 qyp� BC Vert 14.0 0- 0- 0 14.0 32- 6- 0 .00 10-11 969 .09/ .51 .60 BC \fes 89 0 16X 33- 0 .0 11-12 811 .00 .47 .47 _ _.. 12-13 839 .68 .44 .52 2-9 FCR64 C3 4-1 FQ315 GSI 1 2-9 64 0 4-11 315 .10 2-10 -490 0 5-11 -324 .13 t 3-10 -287 i2 6-11 1233 .50 4-10 831 /34 6-12 -1441 .22 I MAX LIEFL MCIN (span) .� cc 14/999 IN MEM 10-11 (LNE) g > O IF -.17" D= -.22" `16- -.40" 6-1-12 5-5-4 4-8-0 4-8-0 5-5-4 6-1-12 MAX IFFDE)ZITIN (cars) • 6-1--- 1-3-0 20-11-0 26-4-4 32-6-0 .14" 12 1170 6 1/697 IN MFM (LIVE) t, , LU 0 L= .10" D= .14" 76- .24" 16-3-11 16-3- 0 Mr Joint I x atic m = 1 2 3 t4 5 6 7 1 0- o- 0 8 0- 0- o�- 0 gL 2 6- 1-12 9 6- 1-12 5.00 -5.00 � Z 3 11- 7- 0 10 11- 7- 0 93 a. 4 16- 3- 0 11 20-11- 0 4-4 .r 5 20-11- 0 12 26- 4- 4 6 26- 4- 4 13 32- 6- 0� 7 32- 6- 0 1.5-3 1.5-3 .� 7-1-5 5-6 5-6 7-11-1 QRpF ESS/ON _ 4-4 SHIP �O q� 0-4-1 1.5-3 5-7 6-8 2.5 0-4- Z 16-1-11 ,„ ll NA045982 M p xs/q 8 9 Ill II 12 13 6-1-12 5-5-4 t 9-4� 5=5-4 6-1.12 6-1-12 11-7-0 20-11-0 26-4-4 32-6-0 VJ31 /02 CNk 6/7/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 1/8" - 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. ® WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor. -.e+r TBF: 80.0 1 WO: 828 ' This design is for an individual building component. It lois been based on specifications provided by the component nuinufacturer and done in Chkt Customer Name: accordance with the current versions of TPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer sh ll ascertain that the loads utilized on Ds s SB #LC m 13 g� JOHN WI�ELER CONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the lop chord is laterally braced by the roof or floor TC Live 16.0 pef DurFach L-1.25 P=1.25 '® LLC sheathing and the bottom chord is Literally braced by a rigid sheathing maneri l directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment tlud will cause the moisture TC Dead 14.0 pof Rep I&r Brill 1.00 4445 NoAL SYSTEMS ' 4445 Northpark Da, Colo Springs, CO 80907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b Tnnawal, ' UALITY CON'T'ROL STANDARD FOR METAL PLATE CONNED`fEI) WOOD TRUSSES' - Y Q BC Live .0 pef O.C.Spaeing ,'2- 0- 0 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11113-91) and 'IIIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Americvn Forest and Paper Tp5.0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 2q), Washington, DC 20036. TOTAL 37.0 pef Den Patio: L/240 TC: 1t/240 'Job Name: GABOUREL Truss ID: B5 1 Drw WO: 828 This design is for an individual building component. It has been based on specifications provided by the component un nufacmrer and done in 5 MSIIN I�I'IE9RE= 1his tntso is designed UZir3j1 the t_hk: Customer Name: BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on BC 2x4 LEL #1 & Btr. TZ IS THE CF IBC -97 Cbde. ' this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC CBI, ELK 2x4 LEL S'VNnPiRD M]ZIPLE ICAD CASES. Bldg Enclosed =Yes, Rid 2rne = No _- Join Locatirns -= PIKE VALIM PER ICBG IMMkR34 REFCRT #1607. Tcaded for PSF BFARIM MI5 shoe sn are based ONLY ILtrrmcarte/Ox Line - No , Exp C &ecmy = C 1 0- 0- 0 25 32- 6- 0 10 rrn-eorxxt-rent DCLL. on the truss material at each bearing. Bldg Length = 80.00fb, Bldg Fhdth = 5b.00ft, 2 4- 0- 0 26 0- 0- 0 .<It is assumed that one face of this truss PLATM BASED CN GZEN LITISM WLES. Mena roof height = 23.55ft, MSH = 80 3 5- 4- 0 27 4- 0- 0 < is sheatheCr d with pl CSB, wood board Classification = 4, Dead Iced = 21.0 psf 4 6- 8- 0 28 5- 4- 0 < Bl"tiotal 5 8- 0- 0 29 6- 8- 0 loads must considered on ' 6 9-'4- 0 30 8- 0- 0 < ncrt-` ort" "" bearing 7 8 10- 8- 0 ll- 0-10 31 32 9- 4- 0 10- 8- 0e� use adegaate staples or gable blcdcs. o. � �Y� �1 bracing 9 12- 0- 0 33 12- 0- 0 _Pthe 10 13- 4- 0 34 13- 4- 0 Trusals bracing 1aords 14- 8- 0 35 14- 8- 0 sateral lt l;,gable with the d )y(se. 11 12 15- 6- 0 36 15- 6- 0 not been considered to-.ess rxted otherwise 13 16- 3- 0 37 17-10- 0 •n.�e loads arra their connections are the 14 17-10- 0 38 17- 0- 0 ih;l; of � building � tY �Y3 designer. 15 17- 0- 0 39 19- 2- 0 16 19- 2- 0 40 20- 6- 0. 17 20- 6- 0 41 21-10- 0 18 21- 5- 6 42 23- 2- 0 �r 19 21-10- 0 43 24- 6- 0 f 20 21 22 23- 2- 0 24- 6- 0 25-10- 0 44 45 46 25-10- 0 27- 2-'0 28- 6- 0 23 27- 2- 0 47 32- 6- 0 A ff"' 24 28- 6- 0 4.40 440 4.40 3-6-0 3.8.0 4-40 4-40 5-0.0 - 4-40 8.40 12-40 15-6-0 19-2-0 23.2-0 27-2-0 32-6-0 16-3-0 16-3-0 1 2 3 4 5 6 t 78 9 10 11 1213 145 16 17 189 10 21 22 23 24 2S s. I i 5.00 -5.00 ,�q4 1 ` `k.►� T1 3-4 s 7-1-5 7.11-1 3.4 SMP 3aQ =0-4- Fi M ESS9 Yeti S-6 0-4-1 ir 55982 Q/ Nh- Q) TYPICAL PLATE : 1.5-3 32-6-0� 26 27 28 29 30 31 32 33 34 35 36 338 39 40 41 42 43 44 45 46 47 4.40 4 -ate 440 .?-6-0 3-8-0 4-40 4-40 5.4-0 —t 4-40 8-40 12.40 15410 19-2.0 z?.2-0 27.2-0 32-6-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. 121x31102 C OF CAt 5/31/2000 Scale: 1/8" - 1' WALCNIM-7 Rend aU notes on this sheet and give a copy of it to the Erecting Contractor. TBP: 112.0 WO: 828 This design is for an individual building component. It has been based on specifications provided by the component un nufacmrer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be t_hk: Customer Name: BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: SB #LC - 13 JOHN WHEELER OONSTRU this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mir Bnd 1.15 SWAL MS 4H Northpark 4445Northpark Ur. Dr., Colo Springs, CO 80907n7 content of the wood exceed 197o and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by fnnswal,Q 'QUALITY CONTROL S'T'ANDARD FOR MP TAL PLATE CONNECTED WOOD TRUSSES' - BC Live .0 psf O.C.Spaeing 2- 0- 0 (QST -88), 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and 'HIB -91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (fl'q is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest mud Paper TpS. 0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, MU, Ste 200, Washington, DC 20036. TOTAL 37.0 psf I Defl Ratio: T41240 4C: 1t/240