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HomeMy WebLinkAbout028-440-029fr -` "02-3467 028-440-029 MARCINI AK A�EEgANGOR 10 GRAN , CONT -.-b OSS CONSTRUCTION GROUD MOUNT SOLAR � �/ IL' �0 1, � 1 <.- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. - u . 09 -ice 3457 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER "� RO` E'RT MARCINTAK TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 10 QWr!F A.VF n >` r R 5014 CONTRACTOR'S NAME MSS CONSTRUCTION] NE =r"Holw 01 CONTRACTORS MAILING ADDRESS FOREST ]( H CONSTRUCTION LENDER Fireplace LENDERS MPJUNG ADDRESS Total Valuation $ 1500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 'I BUILDING ADDRESS 10�AV R Energy Plan Checking Fee $ $ PERMIT FEE 7R. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SM AR ('01111 M Rt! Wr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service <ooA oa o=ss 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 -7 7eA !j 3 � Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this 1❑ reason Main Service TO 46.00 VfU200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( i ACC. S. SO 3.50F7_ OTLET T.MULTI.RCUr NON -REBID. CI @7,50 POWER APPARATUS A SINGLE OURET CIR. Ex. Occup. OUTIfT OR FIXTURES BAL p':so Ex. Occup. o iFis AE=.DERn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 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. 7- 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 andolicy number are: Carrier j A 6I 7- Policy Number 7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply with those provisions. .Z ( may.- �X _ _ Date J /D I\&gna ure of Applicant'- ❑ Owner ❑ Contractor 'gent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Instal'ation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 121.00 HAL. I D. FEES IMP This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated_ above for, •Nhich fees have been /l f� By ' "" Date PERMIT EXPIRES ON /1 /1 714 provisions to do work paid. J ate ReceiptNo. b .9 q Ev Z, " v WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Butte County Department of Development Services. OurrE aREs IN O T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 v ww.buttecoimty neVdds °ouN<t I RESIDENTIAL APN: 0016— ) YO-6PYO-6P Permit N/o+-/ /01 0 6q0 Owner. Site Address: Contractor. Type of Permit: CQ 1%6j`Wt,/ P,-�m e oO/Z CS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: Z:Z�z = OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ Inch Sz Ft Lngth 7 BIckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -00 to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ° DATE D E C K S'C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls m� :0 DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFi 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w1S'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide Quo 4e Pool Drawing = OK = Not OK RESIDENTIAL (Sing{a & Duplex) DATE JUNDERFLOOR I DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 64 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1.1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-lnsultn 14 Girders-Sills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation 090 DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties -Pu rlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Fiue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rffr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 lnsultn-Walls-Ceilings 39 Infiltration -Walls -W ndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz pa ❑ CU or DAL AC Wire Sz ga ❑ CU or DAL 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ya ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub•Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping UAIt: IMECHANICAL 61 AC Ducts lnsultn & Support 62 Vent Fan, Exhaust abv lnsultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc 77 Elec Outlets & Rcptcls atKtchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-CImc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loon 82 Elec Rcptcls in Garage (GFI) Romex Prtctn B3 lnsultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 CImc: Drnge Planters ❑Yes FIN. 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb _ 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler C Butte County Department of Development Services. I `t O T E S 7 County Center Drive, Oroville, CA 95965 t (530) 538-7601 v vw.buttecotmtyneVdds • oo°N�y I /� ((,� RESI�D/ENTIAL �` APN: V,tJ— � yo- ( Permit No. Z �J Owner. �j(jp�l #ZmG Yl�¢/ fl Site Address: G V O / -,W ,� ACS'L� r -o Contractor. Type of Permit: 5067 x Gxc/(j // A/ 0� CHECKED BY . SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED- V ✓� SIGNATURE: , OK Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils, Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LPO Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °'� 0` °'• °mac DATE JPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 1S volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing Alarms 13 Bonding, Diving board or Slide 1 'P �C ' Pool Drawing = OK = Nni RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Fig Dpth.. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub•Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 621 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test ° ti Wtr Pipe; Test-Anchrs-Rgitr-Service Test 12 Elec Undrgrnd DATE 77FM E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 6f AC Ducts Insulin & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16• Insulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Cimc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cimc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Lottn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Ins ultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cimc Drnge Planters 0 Yes Q No 1�187 oc Stucco Brown -Finish 4 o'er 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz w ❑ CU or DAL 98 Address Posted AC Wire Sz ga D CU or DAL 99 Fire Sprinkler 48 Range Circ ga OCU or DAL Oven Circ ga D CU or D AL Insulated Neutral IDYesDNo oma' °�` o'`• o`er 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!!! NOT COPY FOR THE PUBLIC OR THE FIELD INSP.E The following information is required for Housing Complaints and the Complainant MUST BE the person livil ing at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public! ! ! ! ! ! ! (2) NOTES 1 l RESIDENTIAL �X 3 PERMIT NO. 028-440-029 02-2617 MAR CINIAK; ROBERT 10 ORANGE AVE., BANGOR { DETACHED GARAGE/SHOP V1o. a� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a' JOB FINALED (Date) Signature CHECKED BY k r. f i i 1 l RESIDENTIAL �X 3 PERMIT NO. 028-440-029 02-2617 MAR CINIAK; ROBERT 10 ORANGE AVE., BANGOR { DETACHED GARAGE/SHOP V1o. a� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a' JOB FINALED (Date) Signature CHECKED BY J=OK' 0 = Not OK Not . Not Readyable Zi MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch 7e 3. Sewer; Location -Test -Fall -C/O -Concrete Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. Water; Location -Test -Easement Needed (Sketch) 11. 12. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to -Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY). 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9: Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK$-,! OVERS, CARPORTS, GARAGES (Plans) OK except #'s Zi ning Requirements -Setbacks -Easements 3. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C rts; Windows -Doors 7e lectric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Sid' ailing -Veneer -Stucco -Mesh 11. 12. oof; Shthg-Roofing, . Ext.; Steps -Doors -Landings Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing _ 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth ' 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive Cl Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .-'�'±�M'�y'.- �"-.r i^o'«(1Q'Tv�'y�vw.liiMiY�J►WT"�:y,�`t COUNTY: OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CAg (530) 538-7541 - ? CORRECTION NOTICE &Ak,f jk), 2417, OWNER PERMIT NO. r s ! 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 per-taining to this matter, or need additional explanation, ?` please contact this office immediately. r )f /? (/ ter- �- "4 _ ,i C arc r= `" �- D-3 Date Inspector REV 10/92 i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION !'7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT -, ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER 14MOWNERS MAILING ADDRESS CONTRACTOR'SV1./_WV1U MEQ BANGOR Gk 95914- 7 ttLEPkONE TELEPHONE SO. FT. OCC. BUILDING VALUATION 528 U 97504.00" CONTRACTORS -WILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 27 648.0 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 1 BUILDING ADDRESS 10 ORANGE AVR_, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 467. O• LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: DEl'AC'TiFn C;ARA(;F/S]�p Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OR LESS Main Service zo.AOOOV 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.POWEPPARATUS 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: Q-1, as owner of the property, army employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING occuP. OR ( W.9c 3,5aso rT 30' 24 cors. NON REs1o. c @7.50 8 SINGLER AOUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL O I.50 Ex. Occup. ourELers E�s1D°Fa A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall ff/ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith com y with thSse Dov' ions. X Date Sig ature at ppllc nt - Owner ❑ Contractor ❑ Agent An OSHA permit is r quired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 518922 HAZ. '^ D. FEES IMP X a ROOD X CDF X pgRCEL X pp HD X ISSUE X 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. / n 2 By Da / v PERMIT EXPIRES ON D afe ReceiptNo363726 $518.22 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Piot pian Attachod Ftooa Plan Attached Smut to B.D. TO: r Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Rof,r�- /11�vn�+fn' / r��'n icK�rw1�e Jive (7a -"Q' ig(7--Od`�-% Owner Location AP# Plan Approved for: Sewage Disposal _%eLf Water Supply: Public Private Well Clearance for dwelling. Other V0 '06401b"n5 Hold final for: Final clearance O.K. for: NOTE: - / S Environmental H alth Specialist 8/96 Date .1,1� r r"Stt+r"'r.�"r' �r t1 S•"+5 "" .,,'_...--FF"' Y"��rTt t�C^!� ,,. �. '-r"l:"7o s +sg t• f•.'.'� •�t7�. I ' .1 r i1'TI ` COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:Ji�=ll w.�(�� ►�i (�i► I ASS SOR P CEL NUMBER V pl `t� Vp� 9 "`. Proposed Building Use: ount r Technician: Date: / (� 'G Items required in order o apply for a perm 11 bo a UST be checked Oh a ked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. 2. Complete plans, 3 or 4'sets, signed by'the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ' ❑ 5.;Energy compliance design and supporting documentation in duplicate. •❑,'6.1 Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or ' foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in.triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and sign" ed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10:. Letter of intent for non-residential buildings...:..................................................... A] 11. Detached Accessory Building Form filled out by the owner ..................................... "C1 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fee shown on the attached Schedule of Fees Due Sheet .............................:......... tatement of Intent for, Non -heated and A/C Buildings ........................................... O 16. Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit ..........................<................ . ... ............ i 18. California Department of Forestry plan approval 0 paid. Sent. by: ................. 1 Planning approval for (A) Use: (B)Parking: (C) arce Check: ❑ 20. ntact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for • t required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ' 0'24. Worker's Compensation Carrier,and Policy Number ............................................... , ❑ 25. Owner -Builder Verification (p Given to owner, ❑ Mailed to owner) ..................... ❑ 26: Letter of Signature authorization.. r................................................................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility'�clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... i ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When'issued Telephone U and hold for pickup. I have beepiuf rmed of the above itms and require ents for obtaining as �bbuuilding permit. Applicant : Date• ��-- 1. Index permit application for the Lve items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by'. ❑ hone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ['phone, ❑ mail, ❑ coun , Date: by: Plans reviewed by: " -•Date: Plans approved Date: Structural reviewe Date: Structural approved by: ,..+. Date: Note transfer by: Date:X - '02__ Yellow: Building Division ' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. r mow)&, Owner: U � / !� Mailing Address `T l�r Site Address. VtSOI i L, ;moo S�i� Assessor's Parcel Number: vaC71g— L11 -p- Og� v Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? YesNo ❑ 2. Is the structure already built, under-eettst of-ccod-e o tion? Yes NN 3. Will items produced in this building be offered for sale? Yes No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No ©� SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No [� 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No B-- 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No ❑� CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No E 11. Will this building be heated or cooled? Yes El No 12. Will this building have a water closet/toilet? Yes ❑ No B--- 13. Will this building have a sink? Yes ❑ No B--- 14. Will this building have a water heater? Yes ❑ No ©� 15. What type of floor covering will the building have? cazp-&, i 16. What type of wall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not b sed for any other purpose (no bathroom and no heating or cooling). 2. CEOrivate Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy Z ❑ Other — Use = DesmbetypeorWorL� ' 1 L---o_,5;%V A-1- Tejo`' /, —e_�i. c,,7 .. Aust be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is we and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please P ' t X=k�Owner's Signature: Date: 2 of 2 OWNER -BUILDER VERIFICATION Aaencion Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sinaum Please complete and return this information at your earliest opportunity to avoid unnaveon7asiay in processing and issuing your building permit. No building permit will be used u dW 96 verification is received. CDI personally plan to provide the major labor and materials for construction of the., proposed C)property improvement : YESNO I HAVE HAVE NOT411 gn an application for a building permit for tine proposed VM& 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADD S• Com: PHOYE: COIN -TRACTOR'S LI NSE NO. 4. I plan to provide po "ons of this work, but I have . ed the following person to coordinate, supervise, and provide major work: NA<titE: ' ADDRESS: CITY: PHONE: cot 4CTOR'S LICENSE NO. 5. I will provide some of the work b have c tracted (hired) the following persons to provide the work indicated:. NAME DRESS P ONE TYPE OF WORK SIGNED: PROPERTYOWNER: Y. SOCIAL. SECURITYNUMBER: DATE: T A'0 TE: This Owner -Builder Verification is required by Section 198.31 and 19831 oVAW California Health and Safety Code. This verification Hurst be completed Md returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR.tvIATIOiN CC!.- P70Cdr7i Q•a-_.. An application for a building permit has been submitted in your name listing yourself as the builder ofproperty improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party oftecot =such a permit. Building permits are not required to be signed by property , owners unless they are personally peocm rfio% 16eir own work. If your work is being performed by someone other than yourself, you may protect yourself from posible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work. with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations tender State Law, ccrtact the -Department of Benefit Payments and the Division of Industrial Accidents. 1; the strucrtzr is intended for sale. property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building pernit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally - Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10:0 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I!N�t rely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: T11 Zr 0wner-8uilder Information is required by Seerfon 198.10 of the Coliforms Xeollh and Safety Cods OVER a-,, (� do-j-�� �-- (�C 0) b K �DST -)--i rn k) OZ. C R L, 309A)�DQQ QA, S5'�Al rj� Z-0 7- �E,v I..__•-- I - - - -- .. - )40�_ I I 4:?r T\ A PD fy)A(�CiMOK', BiOA)DQ,, QA, r-7.!5-514 . -/ (-5'30) 6701�$7 �' F-l�� ��a- ��D-�?9 - 11 . .. . .. .... 0 40 Ij 1Z, ?JED � 0) 9 CC ?Ann's .5 " 66, Vol • .1 ' EXHIBIT "A" C &.. 21 T,18, R, S E, K D_ , B, & K 17- 16 2 co ` 1 1267.37' �aA J- MIR' &UWI E-4 0 0 N AC 23.70 Ac Iq 1078.43' �ADc) - ., o Lul 17.84 'AC 5(,.16' 376.27'l i lt' 20 16 •9S 1138.32' i lT 18 �' .D 11.23 At ! 10.82 AC AC >>1 J 4. 14.9 326 233. 21 - - -10.57 AC �1�'_ - - - - -- -- n �1 -- -903.44' - 1320.` 0w 10.66 AC. '`"' 3 � - 6.33 AC ; 13.65 AC 10.67 'AC - C 1 m ` 3 2bo 0. 6' 791.38' _ L_ �' 28 00 9 31 ,�, D 236 : o - 7.33 AC 1 66 AC{ - - - - _ 3 3_ 2.81_ AO - QD 9� b. �9 11.30 AC A15 s i 1 LL i �:i 34.1- 9- 9.16 0 0 g36 6,�7.4j AC _ _ ' (' 0 3 AC 396.37' ! 1 3 7.007 9` 9.47 AC �1� -� 9�� 9.76 kC o' 519.21271.32 7.89 ACJ 622• oo j .� 3 09 �',5 _ _ y, 0 15.05 AC z`41 �; 4� s, 4S O P,' 14.68 AC �' P " 10.74 AC 7.79 AC 5.75 AC o Q t 3 p - of 0- 2.99' 503.° s 20 Z P 05.46 o c ci 4Q 48 17.08 AC :. 19.54 AC � P , 21 mob. 1153.94' i yh�•o�• :9128 Assessor's Map No, 28- F.EvISED:4-4-96 `23-20) County of Bu-t-te, Cal. r.1; �r Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Bob Marciniak 2%19/2003 Project Title Date 10 Orange Ave Bangor Project Address 132Perm' / Evergreen Development (530) 894-5590 PI n Check /Date Documentation Author Telephone Computer Performance 11 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 542 f? Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 542 2 ft Building Type: (check one or more) Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation:- (East) 90 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor FENESTRATION Shading Devices Type Orientation Const. Fenestration Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-13 Wall (W.13.2x4.16) Wood 0.088 Exterior Wall Solid Wood Door None 0.387 Exterior Door R-30 Roof(R.30.2x4.24) Wood 0.031 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins S U -Factor SHGC Shading Yes / No Yes / No Front (East) 92.0 0.34 0.34 Bug Screen ❑ X❑ ❑ 0 Left (South) 20.0 0.34 0.34 Bug Screen ❑ X❑ ❑ x❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El El El F-1 ❑ ❑ ❑ ❑ El F-1 ❑❑ ❑❑ F-1 1-1 ❑❑ ❑❑ ❑❑ ❑❑ Run Initiation Time: 02/19/03 11:48:10 Run Code: 1045684090 Ener Pro 3.1 By EnergySoft User Number: 5712 Job Number: 021913-A Pa e:3 of 9 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R J Bob Marciniak 2/19/2003 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location/ pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments WATER HEATING SYSTEMS 1 Rated 11 Tank Energy Fact. External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul., System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer Oer r Business & Professions Code) Documentation Author Name: Title/Firm: Address: Telephone: = (signature) Enforcement Agency Name: Title/Firm: Address: Telephone: EnergyPro 3.1 By EnergySof Name: Max Ramirez Title/Firm: Evergreen Development Address: 2530 Zanella Way Suite B C Chico, CA 95928 Telephone: (530) 894-5590 User Number: 5712 Job Number: 021913-A (date) Of 9 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R 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 lhev are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 1150(.): Minimum R-19 ceiling insulation. © § 150(b): Loose fill insulation manufacturer's labeled R -Value. § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does JX]• not apply to exterior mass walls). ' § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permAnch. ❑X §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 -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. Decorative Gas Appliances Gas Logs. § 150(e): Installation of Fireplaces, and 1. 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 pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: 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. § 1500: 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 (R4 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/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. S. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 5712 - Job Number: 021913-A Page:5 of 9 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R 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 whpthpr thev are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) FX] 1150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181 A, or UL181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be. used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drewbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have, eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the, following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding ^ from solar radiation that can cause degradation of the material. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between fitter 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 cooling appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ❑ §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 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 have either at least one luminaire with lamps with an efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3,1 By EnergySoft User Number: 5712 Job Number: 021913-A Page:6 of 9 Computer Method Summary (Part 1 of 3) C-2R Rob Marcinia 2119/2003 Project Title Date in OranaP Ave Ranoor Project Address Building Permit # Yejpnmant (530) 894-5590 Telephone Plan Check/Date Docum ntation Author r_�nt jter perfnrmancp 11 Field Check/Date Compliance Method (Package or Computer) Climate Zone Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 16.35 15.88 0.47 Space Cooling 15.45 20.32 -4.87 Domestic Hot Water 35.07 0.00. 35.07 Totals 66.86 36.20 30.66 Percent better than Stan Total Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: BUILDING ZONE INFORMATION Zone Name 542 ft 2 Single Fam Detached (East) 90 deg 1.00 1 Floor Area Volume 45.9% Floor Construction Type: ❑ Raised Floor X❑ Slab Floor Total Fenestration Area: 20.7% Total Conditioned Volume: 4,334 ft 3 Total Conditioned Slab Area: 542 ft 2 # of Thermostat . Vent Units Zone Type Type Hgt. Area Solar OPAQUE SURFACES Act Gains Type Area U -Fac. Azm. Tilt Y / N Form 3 Reference Location / Comments -2R Computer Method Summary (Part 2 of 3) C Bob Marciniak 2/19/2003 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments .- Window Front (Fast) 990 _ 0340 n 34 g0_ _90 Dniihle NonMtl I ow F 1st Floor 2 Window Left (South) 20.0 0.340 0.34 180 90 Double NonMtl Low E 1st Floor INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Fig. 1 Bug Screen 0.76 2 Bug Screen 0.76 Run Initiation Time: 02/19/03 11:48:10 Run Code: 1045684090 EnergyPro 3.1 By EneroySoft User Number: 5712 Job Number: 021913-A Page:8 of 9 -Computer Method Summary (Part 3 of 3) C -2R Bob Marciniak 2/19/2003 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 710_76 0.0 0 1st Floor HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location/ pump, etc.) (AFUE/HSPFXducts/attic, etc.) R -Value Type Comments Insul. Pipe Hydronic Piping Pipe System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments WATER HEATING SYSTEMS Rated' Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS TAR RrSE 17 `'16 '0. 21 1267.37' O I 7 r r r AC 23.70 AC U 9 -AC 17.84 'AC ,6.16' 376.27') i i `! i 1138.32' 11.23 At l7 . % 10.82 AC AC l\� rA, !. :" 14.9 3262 233. 2 O q Ln 10.57 AC 21 _ �9- + 10.66 AC ' " rna5°° 6.33 .AC t` o. a yrs• o' �, ' 2 9 _ L`' 28 6"p I �c �7 '7.33 AC - �9 111.30 AC 4, > 9.16 50 ° 36 EXHIBIT "A" M, D. B, � & M, JE- -P0, /36)X q,5�� 1201 908.44' 0 ; I�I p� 32 -t-1; toco �- N 10.67 ACS 791.38' ! g3l 1 66 AC{ — — _ _ 3 3_ 1..81_ AL 9 61 ab. m 1 $QA q4' I. 4 mss I LL i —7. ACS 3.7 3 AC '4 1 ).47!AC �+ 9� 99.7E AC 5° n4l 39 10.74 AC 9128 40 17.08 AC 1158.94' 15.06 AC a2`� 14.68 AC ti Q O 19.54 AC F.EVISED: 4-4-96 8.58 AC ao� 1 r,T %.396.37' 3 7.( 519.21' 271.32' D7.89 ACJ n 43 4�s_ 45 � N 7.79 AC N 6 c 5.75 ACcnnoal N, 0 C 34.1 co A- 110 es®,r'Es ' Ma p No, 8- �un-ty of .Bu-t-te, Ca! PLANNING DIVISION- BUILDING PLAN APPROVAL Use: CkK Date: i'` - Parking: Landscaping:_ Other• ,� v �A D t1,6 ��r � C �? i or i 0 16� rEnG...._ ...._ �i x T. u\1 T- Ot v v -41 -TI l I �sj L ccs r �--lb Ck", LN �U� J IT, v kA I �sj L ccs r �--lb Ck", LN �U� J IT, v rLL D IE i o a ti ` — S � � �P [�f�. � -moi �• \` �. C L N FLOOR PLAN . I® 9$i t Z �'N Cs -- e� rrh ME Q AN 0 r c C; g� �v .\J J Q AN 0 � � S � {/ 0 I �\ If �Cv\ � �J )I ` V , J J � I r\ I r I / v i ✓ �__ NOTES RESIDENTIAL + 028-440-029 02-3401 PERMIT NO. __MARCINIAK,-ROBERT- — ----- -- ----; 10 ORANGE AVE., BANGOR CONT: EVERGREEN DEVELOPMENT WIND GENERATOR - MASTER#97-23 n� 0� 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY J=OK Q = Not OK . = Not Readyable, MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Date 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./ P LPG Footings; Size -Spacing -Marriage Line 7. Well Clearance.& Disconnect 3. 8. Utility Clearance 4. Gas; MH Test -Demand -Valve 5. Date Card B-1 Date Card B-1 Date Water; MH Test Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Water and Sewer Connected 1. Zoning Requirements -Setbacks -Easements 8: 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Exits 4. Electricity; MH Test -Crossovers -Breakers -Clearances 10. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Card B-1 11. Cert. of Occupancy MCELLANEOUS Date DECKSeCOVERS. CARPORTS. GARAGES (Plans) OK except #'s 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. aced Wall Panels a2 Date r -1 Date Card -T Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8: Gas and Electricity Tagged' 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MCELLANEOUS Date DECKSeCOVERS. CARPORTS. GARAGES (Plans) OK except #'s 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. aced Wall Panels a2 Date r -1 Date Card -T Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Garage Fire Protection Framing -RC Channel 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 12. Electric Underground 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 13. Plenums & Ducts; Clearance -Material -Support -Ins. 57. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 16. Insulation 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 62. 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Ext. Steps -Door & Sidelight Protection -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 67. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors G.F.I. & Bath Fixtures & Tub Access -Spa 26. Size Boxes & No. of Conductors Stapled 69. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Stairs & Rails 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 71. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 33. Equip. Clearances Panels-Motors-Mech. Equip. 74. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Garage Fire Door; Swing -Landing -Closure Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Plb.; Elec. & Mech. Equip. Listed for Location 36. A.C. Ducts Insulation & Support 79. 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade Insulation -Foam -Looked in Attic 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 81. 40. Attic Access & Plafform if Furnace in Attic Date Card B-1 ..,,.Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s _ 41. Sills Proper Materials & Anchors Following Instld./Drive ❑ Yes O No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 84. Stucco Brown -Finish 43. Bearing Walls over Girders & Floor Nailing 85. 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive ❑ Yes O No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 0 N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ISION 7 County Center Drive • Cimgille, California 95965 • Telephone (530) 538-7 41 0• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER "_4 9 ZONING n BUILDING PERMIT OWNER Y' T MA_RCINI.OWNERS ONE SQ. FT. OCC. BUILDING VALUATION Cont- l.e 18 000.00 MAILING. ADDRESS . 10 ORANGE AVE', CONTRACTOR'S NAME EVPIR122TaEN E TELEPHONE " A - CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $189.00 ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ 9-3-00 BUILDING ADDRESS 1 � _ ~ Energy Plan Checking Fee - $ $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: '•]T_ i1D GENERATOR - MASTER 497-23 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 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. a License Class /� Lic. No. % 7j U OWNER BUILDER D CSE LARATION 1 hereby affirm under penalty of perjury that I am ekempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zoOA TO 1000A 46.00 NEW CONST. DWELLING UP. OR ADDNS. ( a ACC. BLOS. SO 3.5¢T, _NON-RCSID. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES .00 aAL �. 0 Ex. Occup. oFlxunEtD�A R o) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $43-00 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' com,p�ensatio Insurance carrier and licy number are: Carrier 6 f/-1 I i14C r B A-5 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number MT KZ (The above sections need not be completed rf the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with those provisions. X Date i LO ' — Signature of App nt - ❑ Owner ❑ Contractor' Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionO of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OcccoNs TYPE OT FE 4� o.'FE I oo c0F L D su This permit is hereby issued under the applic le ovisions of the a County de and/or Resolutions o work indic ed for ch fees have been paid. By ate U B� PERMIT EXPIRES ON a Dele Receipt No. — / WHITE-D.D.S.-B.D. CANARY -ASSESSOR I PINK -I ECT R L ENROD-APPLICANT `r'+X71'Y+CfiT?�:�w1'�yYj'�WI@P�l:.*, 9r���!'zin+1%5�'"�''a„o`�T��'i+l� i1.`3�iitr}�r�9Gl�t'��G�a'r°'l�iP'.Y.t" yr..,tt+�°��ji�iG:r�l��"�'�i�`i�•�`'':�;t COUNTY OF BUTTE -DEPARTMENT OF DE`MENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 , C. ASSESSOR PARCEL NUMBER Proposed Building Use: r Counter Technician: a r, Date: (� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. y Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. �j- 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. r 7.1 Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other maining items needed to issue the permit. (May require additional plan review upon receipt of th followinj items.)f Fees as shown on the attached Schedule of Fees Due Sheet ....................................... tatement of Intent for Non -heated and A/C Buildings .................................. nitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent- by: ...................... ❑ 19. Planning approval for (A) Use: D)-4, (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. El 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... E 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: ";A When issued Telephone C' L and hold for pickup. I have been infor td of the above items and requirements for obtaining a building permit. Applicant: Wtef,Z 1. Index permit application fo the above items numbered: Plan Check Letter 2. Additional items required , Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, , ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 BUILDING USE OF FEES DUE y. `BUILDING PERMIT FEES /J Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8: WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # DATE /D , RE EIPT # DATE REC, I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. IM-90ce . My DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) +�:' �'',.'"ti"i.,`T,^"�y-�L"'%�'"",t`�.`l,`.�'A�"'".?M„"^�3""r.+..'".T,�„�.a�•.t"�Y+'"�' ..!'��r� :'w".+ (.'"'_ . ."'"',r o *iN wL. f�.an..-...r�,•`}rsy”" . -l-�h....c......n.... 4�- � . t..-:..,;t..- nJM" • t^t (" - :; ,, .. to � �� , � ��� COUNTY OF'$i1TTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 MOA alwd-1-7, 3CHEE OF FEES DUE OWNER f A P# (Oa � a PRO OSED BUILDING USE LIZ �r c w6 v BUILDING PERMIT FEES Balance Due ....................... $ /9 4 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) 7t;,x Residential ...................... x $360:00 = $ ' Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... - x = $ # Units Amt. M'� ~ Commercial (sq.. ft.) ............ x - =$ i �e:.`'�, ',f. 1 •r q Sq. ft. 'Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) t ' t 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) }qr S•� L 8. WATER TENDER FEES (Battalion;#> ) $200.00 (paid at Building Division), is 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) ~ 10. OTHER DATE RECEIIIIPT # DATE REC. 1 I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5,'6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of,approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Governmen&Code Section 66020(a).- " If I Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner J ~� (Rev. 6/00) OWNER — COUNTY OF OTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 CtIn't f CHEa, TJ E OF FEES DUE � MN A P# 0 PROPOSED BUILDING USE GLV L /� y�-'7' / v J _` �. BUILDING PERMIT FEES Balance Due ....................... $ /9 Im Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) ,�. K =.a Residential ...................... ''z $360:00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq..ft.) ............—x—=$— Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battaliofi ,# %' ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE ; $2500.00 (paid at Building Division) ` i DATE RECEIPT # DATE REC. 10. OTHER amu, 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. /1199416CIM DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been r, imposed on your project. You have 90 days from the -date of approval of the project or from the imposition of the.above mentioned x '' items during which you may protest. The requirements for a protest are specified in Government;,Code Section 66020(a). r Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) 4 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 02 -RR 467 ASSESSOR PARCEL NUMBER 028-440-029 ZONING BUILDING PERMIT OWNERI '03''DT_ M ':CTT ' TELEPHONE 1 _ SO. FT. OCC. BUILDING VALUATION CONIT 1 500. 00 .OWNERS MAILING ADDRESS 1.0 OP,61NIGE AVE, BANGOR 99914 CONTRACTOR'S NAME DOSS CONSTRUCT891-1293 TELEPHONE CONTRACTORS MAILING ADDRESS FOREST RANCR CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 10 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 0 Installation ❑ Other ❑ Describe Work: SnT.L�.R ('?Z(1TJ�Tl f�!(1jJ�' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ' A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ,� License Class es Lic. NO. 7 %:� � 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1F- I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' censation insurance carrier and policy number are: o p Carrier k 451—PERMIT Policy Number (The above sections need not be completed if the permit is for -work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. _ ___ Dat °�-�" ignaRure of Applica - ❑ Owner ❑ Contractor gent HA permit is required for excavations over 5'0" deep and demolition orconstruction� of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONS. ( a ACC. BLnS. 3.50FT; NON-REOSID. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE GULLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES BAL o .so Ex. Occup. DUTLEEDTS APP 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring ±L T!� PERMIT FEE $? MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 121.00 HA D FEES IMP This permit is hereby Issued under the of the utte Coun Code and/or indWteb whichfees have By PERMIT EXPIRES ON 27 applicable provisions Resolutions to do work been paid. #Z7Z4PAn D to IN Recei t No. � / WHITE-D.D.S.-B.D. CANA Y- SE S R PINK -INSPECTOR GOLDENROD -APPLICANT TO: . Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner E.H. USE ONLY Plot Pian AnzcMdINI Flow Man Anathad I1 Sant to B.D. 12 14'J cr� � Location AP# Plan Approved for: Sewage Disposal Water Supply:. Public Private Well Clearance for dwelling. Other �2� Afl ?A N P 0 d - Hold final for: Final clearance O.K. for: NOTE: Aa/,/, /`Z -'Zb --z Z Environmental Health Specialist Date 8/96 r tl k 3 s r�rr. ;.--,�,.,*ern..;z+;��h.s.�_��r•.r"n'H.�•�4�..�'rr•r�;,A�t��s.�To�t�+�dF�"r`�i�'i•��"'w+�+i���.51�►�"rc3+'F CWQATY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER,," Proposed Building Use:A Counter Technician: / ate: Items required in or stir to apply for a permit. All boxes ST be checked OR marked NA in order t. apply. 1.: Plot plans, 3 or 4 sets, signedty the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. y 1r3.Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑, 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data'sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. `_..�. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundationaris and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received? By ❑ 8. Flood Elevation Certificate wet -stamped and signed in duplicate. ............................... ❑ 9. Plot.plan and business license approval from the City of Biggs ......... .......................... ❑ 10. Letter of intent for non-residential buildings.........................................................' ❑ 11. Detached, Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form..........................................................4 .................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items ) i r ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet....... ......................... r.� /V ❑ 15. Statement of Intent for Non -heated and A/C Buildings ........................................ a `"'� 1 {sanitation and plot plan approval from the Environmental Health Department in ' 17. City of Chico Plumbing Pemit... .:. ........... ❑ 18. California Department of Forestry plan approval ❑ paid. Se t -b;-' 7 .................... ❑ 19. Planning approval for (A) Use: (B)Parking: `�) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements; ❑Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to o- cc -)/ ❑ 22. Pre Inspection for required ................ I ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number..............:............rl 025. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner)........ �, r ❑ 26. Letter of Signature authorization.......... n.. ..................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement... .( ................................. ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... f ❑ ,30. ❑ Grant Deed, ❑ M.H.,Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickuq' " i �/ ' j I have been info r ed of the above items and requirements for obtainingwilding permit. f j Applicant: Das:/t421 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above•data by, •❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data._by 1. 1 phone, ❑ mail, ❑ counter, by' Date: Plans reviewed by: Date: ' ' Plans approved by: � Date: Structural reviewed by: Date: Structural' `approved by: - Date: Note transfer by: Date: Yeldmy,BuildineDivision f 1: t 1 Rev. 12/96 - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 W APPLICATION AND PERMIT �� PER IT Nc IMBERO�_ u ? :°. NA BUILDING PERMIT OWNER r�J`7 �/O` TELEPNO NE _ p�/^C � JC__. /�,/, SO. FT. OCC. BUILDING VALUATION OWNERS MU DDR c�, �e1 CONTRACTOR'S NAME CONTRACTORS MAIUNO ADDRESS C0 STRUCTION LENDER LENDER S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS /11, L LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New O Addition ❑ Remod❑ U❑ stallation Other Describe Work:_ r..- J's *PERJAIT FEE PAlb SitA • SHERIFF OTHER ' AUKOVPIT RECMVEr> •RECEstT • TO N !VT 2NT0 COMKlTER rirepiaoe 1 Total Valuation Filing Fee a Permit Fee $ Plan Checkin Fee $ Energy Plan Checking Fee $ S PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat Pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S 1 G W PERMIT FEE S ELECTRICAL PERMIT Main Service".OV OR LE 200OR LEA SSSS Main Service f 200A TO 1000A i 20.00 •fling Fee 20.00 7.00 23.00 15.00 1 15.00 15.00 15.001 @20.001 Filing Feel 20.00 23.001 _ 46.001 3.5cF° @7.501 EX. Occup. OUTLET OR FIXTURES 20 ® I.00 SAL .SO Ex. OCCU FIXED APPS' ESID. OREA I 5.00 OUTLETS Temporary Service 23.001 Mobile Home Facilities 20.00 Misc. Wiring23.00i 7 . PERMIT FEE S 41 f MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 4-6-501 PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ HA2. 10. FEES I IMP FLOOD I CDF I PARCEL I PO I HD ; ISSUE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New O Addition ❑ Remod❑ U❑ stallation Other Describe Work:_ r..- J's *PERJAIT FEE PAlb SitA • SHERIFF OTHER ' AUKOVPIT RECMVEr> •RECEstT • TO N !VT 2NT0 COMKlTER rirepiaoe 1 Total Valuation Filing Fee a Permit Fee $ Plan Checkin Fee $ Energy Plan Checking Fee $ S PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat Pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S 1 G W PERMIT FEE S ELECTRICAL PERMIT Main Service".OV OR LE 200OR LEA SSSS Main Service f 200A TO 1000A i 20.00 •fling Fee 20.00 7.00 23.00 15.00 1 15.00 15.00 15.001 @20.001 Filing Feel 20.00 23.001 _ 46.001 3.5cF° @7.501 EX. Occup. OUTLET OR FIXTURES 20 ® I.00 SAL .SO Ex. OCCU FIXED APPS' ESID. OREA I 5.00 OUTLETS Temporary Service 23.001 Mobile Home Facilities 20.00 Misc. Wiring23.00i 7 . PERMIT FEE S 41 f MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 4-6-501 PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ HA2. 10. FEES I IMP FLOOD I CDF I PARCEL I PO I HD ; ISSUE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date PERMIT FEE S 41 f MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 4-6-501 PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ HA2. 10. FEES I IMP FLOOD I CDF I PARCEL I PO I HD ; ISSUE This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date 028-440-029 01-2690 MARCINIAK, ROBERT { 10 ORANGE AVE, BANGOR _ CONT: STEVEN SMITH COV PATIO AND STORAGE v " 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) , 3 APPLICATION AND PERMIT j. ASSESSOR PARCEL NUMBER F � w r 11' • � ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS f� ! 7 •� CONTRACTOR'S NAME ,- r,.- - TELEPHONE J CONTRACTOR*,yAAVNG•ADDRESS ' CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee '$ rL•,J a .� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee BUILDING ADQRESSii.1 •..!';+r' • • • .+n•y ..iJ �._..:_. .I _ -........v + '- Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other m Describe Work: C, i ;,` _. � . � .. 1 71 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 RLE Main Service m..OR LE23.00 SS 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. ^� �j License Class A Lic. No. fi r^ f T G3 �� i OWNER -BUILDER DECLARATION I� I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2WA TO 1000A 46.00 NEW CONST. DNEIIMIO OCCUP. SO OR ADDNS. ( y, . OCC. 3.5¢x; r n rpµRNEW ESID. RANCHO CIRCUITS CUT @7,50 Po.vER.PP.RATUS & SINGLE OUr ET CIR. @ ' Ex. Occup.GIJTxT OR FIXTURES 20 .00 SAL ,50 Ex. Occup. .7D � Amain.) k 5.00 Temporary Service 23.00 Mobile Home Facilites 20.00 Misc. Wiring 23.00 PERMIT FEE $ '7I;w 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. a1 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' compensationinsurance carrier and policy number are: Carrier a >!r_; �'": , :,^ . _ �'; .: r�•i; r' r ; J� Policy Numberr - �^ r) '! _. l (The above sections need not be complete If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. % f X i .� r +� �' r/"�`" Date %�1' ' r_ �j ' l� Signature of Applitani ❑ Owner M Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. P MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6,50 Ventilation PERMIT FESS Mobile Home Instal ation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZJ D. FEES IMP FLOOD —. _ _ _ _� CDF PARCEL �� H c� ISSUE, This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above f jnihich,fees have been paid. ! �/� By 9�P� ' " �� Date /Ok=1�f�1 PERMIT EXPIRES ON are Receipt No. —;`I .-". '. "'r'`''•"-) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT 6F DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califernia 96965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96)' APPLICATION AND PERMIT C)]-26QQ ASSESSOR PARCEL NUMBER 098-440-099 ZONING __A5 BUILDING PERMIT OWNER ROBERT MARCINIAK 61 Q-6q6i-101 TELEPHONE FSO.FT.00C. BUILDING VALUATION . OWNERS MAILING ADDRESS U-50 HERMOSITA DR, SAN MARCOS 99n69 132 U CONTRACTOR'S NAME T14 TELEPHONE 332-9595 2,376.99 CONTRACTO LINO ADDRESS CONSTRUC LE WFDANS PI., SUITE 4, CHICO 95973 I LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 63.00 Plan Checking Fee $ 40 BUILDING ADDRESS 10 ORANGE AVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0[ Describe Work: (' VF.R$i) PATTn AND 4TnRA(;R ARRA Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 'ELECTRICAL PERMIT I Filing Fee 20.00 Main Service E00V OR LESS 200A 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. y / License Class /� Lic. No. y� a(9 (� 9 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' compensgtqn I surance carrier and policy number are: � " Carrier_ ZZ, dg�o 7r:Z z-gyuze •�te-1 Policy Number Q01 (The above sections need not be 6omplete 'rfd the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X fill Date _ /0— )a ` Signature of Appi a - ❑ Owner Contractor ❑ 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. DWELLING OCCUP, SO OR ADDNS. ( & ACC, BLDS. 3.5QFT: NON -RES D. MULTI.ORLANCH IRCUTITS @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFDRURES 20 1.00 BLL9 .50 Ex. Occup. 13=0316.D)EA. 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 94 cn MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $148.55 IMP I FLOOD CDF PMC H ISSU This permit is hereby issued under of the Butte County Code and/or indicatedabo f is fees have By PERMIT EXPIRES ON /Q the applicable provisions Resolutions to do work been paid. Date l T$/ O'Z to ReceiptNo. 336712/$148.55 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i ft� i E.N. USE ONLY Plot Plan Attached Floor Plan Attacha L� Sant to B.D. iJ I P s t TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance —V/O— 07 Owner Location AP# Plan Approved for: Sewage Disposal Clear ce for dwelling. Other 108fk Water Supply: ��L nO i Publi Private Well JAG,• �j 00 Hold final for: Final clearance O.K. for: (VOTE: Eniron{nental Health Specialist 8/96 % a? - o Date � _T,.,.�r ,Y^ n�'7'�� f���•lf^ y.Y'S.�.Y �/.^r t {•'Ll'��r.ti'"MiA,�.Aii r..' E�t� .Y.r�JY5et1 �Y q.A �� 1 't'/. •k2`{+n^4•-•. - n .Yr 1 t - i:�Y. i'�,'�5� 1. ���• f COUNTY OF BUTTE - DEPARTMENT 'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 4 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCUMBER: Proposed Building Use= &N awn Building Inspector: /E7Date: At time of permit application, I was a ised the fo lowing data must be sub prior to permit processing and/or issuance: Date Received By t41. All items have been submitted...................................:......................................................................... Plot plans,. 3/4 sets, signed by the preparer of plans............................................................................ Complete plans, 3/4 sets, signed by the preparer of plans . ......... :........................................................ . Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings . ...... .............................. :................................. ❑ 8. Hazardous Material Form.............................................................................?.........................:........... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. ❑ 10. Fees of $.......................................................................................................... (11. Impact Fees as shown on the attached schedule .......................................................................... j 12. California Department of Forestry Plan_Approval/Fees..:�%� .'......4.�1�..� ..P)...l..l. 13. Flood Elevation Certificate ............. .. ' ................................................................................. - 4. Sanitation and Plot Plan Approval Environmental Health Department.......... Q 1 . City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements; ❑ Drainage, ❑ Legal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ...............:............... L] 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. , Contractor's License Information (Number, Name Style; Classification). : .......................................... _ '`:}'$s'� :❑ 22. Workers' Compensation carrier and policy number. ........... 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ........................................... ❑ 24. Letter of Signature Authorization........................................................................................................ 5. Recorded Copy of Agricultural Acknowledgment Statement ............: ................................................. ❑V6. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance . ............................... :............................................................... ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other When you iss h Rermi rq,71s follows: ❑ Mail to Ow r o o actor. Telephone and hold for pickup at office. ❑ Deliver with Inspector. Z4 06 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other 1. Index permit Application for the above items numbered: 2. Additional items required: Date: Contractor, designer, owner, was advised of the above required data byAphone, ❑ mail, ❑ Building Division counter, By Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ Building Division counter, By Contractor, designer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Yellow Copy Department of Development Services - Building Division By: ❑ Plan Check List ❑ phone, ❑ mail, ❑ Building Division counter, By: ❑ phone, ❑ mail, ❑ BuN71 ion counter, By: — Plans reviewed by: Date: Note transfer by: Date: Date: Date: Date: Date: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 N (Rev. 12/96) APPLICATIONANDPERMIT �/ ERMITNO ASSESSORPARCEL NUMB(R� ZONING OWNER .� BUILDING PERMIT S OCC BUILD G VA ATION 6uN9 TRUCTION LENDER LENDER'S I AIUNO ADDRESS ARCHITECT OR ENOINEER ARCWECT OR ENGINEER S MARINO ADDRESS SUIDWO ADDRESS Y, ,Or NO I SUBON61pN9 NAME , USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ 77-70w, ❑ Utities❑ h ti Describe Work: -I// , Other ❑ ' r " PERAUT FEE PAID s SRA s SHERIFF OTHER ; s� AMOVNT RECEZVEb s K " TO ®E PV11' Z qT0 Comimm NO. Fire lace Filing Fee 20.00 Main Service OOOV OR LEss Total Valuation E 200A OR LESS 23.00 Filing Fee E NEW CONST. awn 1*.4 OCCUP. OR ADDNs. A ACC. SLOS. Permit Fee E 20.00 Plan Checking Fee y A SINGLE OIRLET CIR. Energy Plan Checking Fee b 2u Q. I.00 Ex. OCCU f1XEO APPLNB. S .oR ouTLETs EssoEw PERMIT FEE $ ' PLUMBING PERMIT 23.00 Fling Fee 20.00 Each Trap 7.00 Solar or heat Pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE I t ELECTRICAL PERMIT Filing Fee 20.00 Main Service OOOV OR LEss 200A OR LESS 23.00 Mein Service 2004 TO I000A 48.00 NEW CONST. awn 1*.4 OCCUP. OR ADDNs. A ACC. SLOS. 3.52f°. NON•RESID. MULTI -OUTLET @7.50 POWER APPARATUS A SINGLE OIRLET CIR. EX. OCCU . OVTLET OR FV"E9 2u Q. I.00 Ex. OCCU f1XEO APPLNB. BAL .!0 .oR ouTLETs EssoEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 123.00 He PERMIT FEE 1t y, Le (j MECHANICAL PERMIT I Fling Fee 1 20.00 6.50 PERMIT FEIE t Mobile Home Installation Fee S Energy Inspection Fee 5 occ coNsr. nPE TOTAL FEE S . 0. FEES I IMP I MOOD COf I PARCEL I PO No I I SUE 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 ` NOTES RESIDENTIAL 028 c 029 01-0246 MARCINIAK, ROBERT i 10 ORANGE AVE., BANGOR CONTR: STEVEN SMITH j NEW SINGLE FAMILY RES. 3BD 3BA II SPECIAL CONDITIONS II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY I OFFICE COPY Address GAS Meter B Y jt �J D 4E�[tJ EL CTRIC I Meter GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature J = OK 0 = Not OK = Not Applicable =Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s 6 Zoning -Setbacks- Ease ments• Flood -Slope 2 . tg., Main; Soils-Elec. Grnd.-/r'7-Ftg. Depth edroom Exiting tg., Garage; Soils-Steel-Elec. Grnd.-/I ZC' Ftg. Depth Porches & Decks; Soils-Steel-/s%t1s' Ftg. Depth tem . alls, Main; Steel- Blockouts-Wrapped 6 . Stemwalls, Garage; Steel-Blockouts-Wrapped 70. Hold•Downs and Special Anchors 7- lab, Steel -Wrapped 8. Pi Fireplace Ftg.-Steel 73. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test - Anchors- Reg ulator•Service Test 12. Electric Underground 13. PI ms & Ducts; Clearance -Material -Support -Ins. 1 Gir s -Sills -Anchor Bolts-Joists-Vents-Crippies °ol X Y 16. Access & Ventilation Insulation and Rails & Deck Construction -Post Caps Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 21. ower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access r 22. Gas Pipe; Sixe & Anchors Ventilation Throughout House 89. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E RICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 2 lec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. orr�px Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Wiance Circuits in Kitchen & Conductor Size GFI 2591,-fubfepd Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 0 ange Circle / / ga Cu or AI.Oven Circ. % / ga Cu or Al Irwulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground Main Disconnect 32.,fieruip. \ 3. / Date Clearances Panels-Motors-Mech. Equip. CI es Closet Light -Shower Light -Spa Light Smoke Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M CHANICAL (Permit) OK except #'s 3 . A.C. Ducts Insulation & Support P-1yent Fan, Exhaust above insulation 3 Condensate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40o%'Ils Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound ming Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) 4 F' ops, Furred Ceilings -Stairs -Chasers -Tubs aders & Beams -Size & Bearing 'ingie_,& Duplex) Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 47 I'Sg. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. it lace Ties or Type A Flue -Fireplace Throat Clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 50,.,OVrn. Windows or Exiting Doors -Sill Ht. & Dimensions 51�geFire Protection Framing Protection Framing 2,.�erty Line Firewall & Openings 5 Doors -One 3' -Check Garage 3rd Stdry, 2 Exits 'S 7s; Width -Headroom -Rise -Run -Landing -Fire Protection P ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5e i g -Nailing Veneer Xcco Mesh -Drip Screed -Fd. Vents-Underflr. Access 6611GIzing Area -Glass Protection -Skylights -Plastic 1 9 rS' ear Walls; Nailing -Bolts p ; 60 BLOG Interior/Exterior Wall Panels V 62. Jkfiltratidn-Walls-Windows A 94 it- ' L_`7 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings 6 moke Detector 65,-f-urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6 edroom Exiting 67. Gf4<13ath Fixtures & Tub Access -Spa EI rim & Subpanel, Breaker Sizes & Labels 6 . Stairs & Rails 70. F' place or Stove, Clearance -Hearth 71. Elec tlets at Wood Panel, Int. & Ext. 72 n. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. EI . Outlets & Receptacles at Kit. Counter 7 G ge Fire Door; Swing -Landing -Closure 75 A.C. Duct in Garage -Damper 6. W . tr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77.,P(6., Elec. & Mech. Equip. Listed for Location 8. E1 9 -e Receptacles in Garage (F.F.I.)-Romex Protection 79 nsulation-Foam-Looked in Attic 0. and Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. F wing Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No Stucco Brown -Finish 84. A. . Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Watej Well, Disconnect, Electrical, Plumbing 87. terior Elec. Trim, G.. .1. Receptacle -Underground Ventilation Throughout House 89. lass Protection 0. Correctio Previous Inspections 49f/Gafrom _ 92. s st -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval R 17A 93. Energy Compliance Certificate -Other Certificates i _ i 94. Address Posted Date O N Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 =Not OK = Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. / P Nat. or/ /'L"ft./ PLPG 2. 7. Well Clearance 8 Disconnect Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Soils; Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval Health Department Approval 8. Gas and Electricity Tagged Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. Light Niche 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 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-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 I 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 1.1. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF"BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751• 7 County Center Drive • Oroville, CA • (530) 5313-7541 CORRECTION NOTICE OWNER - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. OVA 47— Date In REV 10/92 :i4 OWNER PERMITNO. s< A routine inspec itit on 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, COUNTY OF BUTTE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT, SERVICES' 411 Main Street • Chico, CA • (530) 891=2751 7 County Center Drive • Orovh1e, CA • (530) 538-7541 >' CORRECTION NOTICE OWNER PERMITNO. s< A routine inspec itit on 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 Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 v Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT I J i/ ASSESSOR PARCEL NUMBER , 028-440-029 ZASG BUILDING PERMIT OWNER MARCTNTAK ROBERT 619-6%-3015 TELEPHONE SO. FT. OCC. BUILDING VALUATION 2851 R 153,954.001490 .OWNERS MAILING ADDRESS HUMOSITA DR, SANMARG0S CA 92069 143 R 7,722-00 CONTRACTOR'S NAME STEVEN SMITH 530-1332-9595 HONE 655 1 1,790-00 1 7,927-00 CONTRACTOR'S 28LIG ADDRESS JORDANS PLACE SUITE 4 CHICO 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 961.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 624.96 BUILDING ADDRESS 10 ORANGE AVE. BANGOR$ Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1629.48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF * Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L 6 7.00 12.00 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 41 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RESIDENCE 3 BEIM 3BATH GARAGE & COVERED DECKS Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I s G w @20.00 PERMIT FEE $ 192:0 ELECTRICAL PERMIT Filing Fee 20.00 800VOR LESS Main Service 20 OA DR LESS 23.00 23.40 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 f II force and effect.�[ y License Class Lic. No. "f 0-Z ! OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ens tion i uran carrier and policy number are: Carrier el Policy Number - (The above sections need not be completed A the7permit is for w rk 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 employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the. Labor Code, I shall forth ith comply with th se provisions. n X Date(,(�� �j _ Si �ofAppk-Vontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 17 Main Service 200A TO 1DDDA 46.00 1 NEW CONST. DWELLING OCCUP. 3,5Q FT. 127. 7 AD NS. ( ACC. BUDS. �Oi M NON•RESID. 97.50 e, POWER APPARATUS 8 BINDLE OUTLET CIR. Ex. Occup. OUTLET OR FD17URES .50 84L O 20 @1.SO e Ex. Occup. OFIxuTE,ETS RES ORS 5.00 Temporary Service 23.00 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 193.70 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 2 1 15.00 30.00 Cooling 2 15.00 30.00 Hood 6.50 Ventilation 3 GAS STOVES PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN $not _ D. FEES ETOTALE CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I IDef the applicable provisions Resolutions to do work been paid. Date L101 l 0 Receipt No. 314581/771.70 //324509/$1420.98 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J• .C.-OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA- 95965 - TELEPHONE (530) 538-7541 r y PERMIT APPLICATION DATA SHEET OWNER: �ASSESSOR PARC S. ER: Proposed BW: Building Inspector: Date: A _T4 At time of permit application, I was advised the following data mus submitted prior to permit processing and/or issuance: # ' Date Received By 111. All items have been submitted .--------------------------------------------==--------------------------------------- !blot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------- I ------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------- "-------------------- If I f ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes.! ------- --------- nergy Design Compliance and supporting documentation.+ ------1. --------------------------------------------- .Statement of Intent for Non -Heated and A/C Buildings...... =- 1------------------------------------------------- 08. Hazardous Material Form.------------------------------------------------------------------------------------------ Manufactured Home data andocti eluding Tie Down Specifications.--= -------- ------- 7 Feesof $ -----� --------------------------------------------------------- M 1112.. pact fees as shown on the attached schedule. ------------------ ------------------ California Department of Forestry plan approval/fees... - ------1�1-------- =*lo d elevation certificate.------anitation and plotplan approva.ity of Chico plumbing permit. --------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from thq City of Biggs. -----------------------------------------------.'1` Y ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- EIA. --------------------- - Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number.----------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------ ❑ 24. Letter 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. ❑433'A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other:' en you is e e p oktows 11 Mail to owner&DaAiiIo lconLyto'­ or .Telephont���� and hold for pickup at ffice. ❑ Deliv v �rn Uter. ,R-Aav 1 F -W 6 (1 y/oV. —(Date) 1 inspector. ` Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departmenr Polluf n� � ate: Copy of plans sent ❑ Health Department, ❑ Fire Dep- nt, Oth \ ate: By: 1. Index permit application for the above items numbered: ❑ Plan; Check List 2. Additional items required: (; Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ qail, g Division counter, by Date: t 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 N Date: "%,. Contractor, designer, owner, was advised of the above uired, data by ❑ phone, ❑ mail, o Building Du'vision counter, by Dater ' , Plans reviewed by: C) Date: - Q- -� Plans approved by: Date: 1�: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 114, Yellow Copy - Department of Development Services, Building Division. n �w A:T TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attac Sent to B.D.heq %.�/_G I Q Owner Location AP# Plan Approved for: Sewage Disposa-1--- Wateru ply: Public Private Well Clearance for dwelling. Other tii Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist 8/96 1 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHDULE OF FEES DUE G OWNER [iL./�./ A.P. #C/) ,r PR P P SED BUILDING USE is DATE p� f RE -_EI T # TE REC, BUILDING PERMIT FEES 61 [ � --Balance Due ....................................................... $ --Additional Fees Due ............................................ $ 1 --Additional Fees Due ............................................ $ --Revised Plan Checking Fee... ................ $ SCHOOL DISTRICT —a FEES 19v (paid at District Office) ✓ 0 1 ( L 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = I Units j.{' Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. S E INSPECTION AND PLAN CHECK I $89.00 (paid at Building Division) Vz'1 (0 b 8. WATER TENDER FEES (Battalion # } $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE � _ � ursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements fora protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) e7l � Ax, N 2, V .c�`;COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM F ' (One form per Building) School District6�Q Q43 Building Department No. Aq A.P. Number 6: `.!Urisdiction: City County Property Owner(�`�( Property Location/Address a / Subdivision • Lot No. t ...............................................................................................................; t Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R Units Installation Conversion Permit # *(No foundation inspection): €................................................................................................................... Commercial/Industrial j� New Addition Building Department Representative Sq. Footage (Including Exterior Roofed Areas) E Date IrxOOr rians reviews oy acnooi uisinci rersonneo District Identification No. Q i Omit ko yam" Io", School District certifies that 9VV 4, (Street Address). (PhoneNumbed � 1 / A. Y (city) (State) (Zip Code) has complied with the requirements of Resolution No. 10 15 by payment of $ 101:31 .1 V representing square feet. l J�AAB 2926 $ ' FULL MITIGATION $ ,� � 1 I�yl .►,t -t � - ..�s�.i ; :i E;,/i' I�b, � � � �,,F i � �,- �..� ,_y:r., , School District Representative 1 Date i Paid by Check # � Remarks: j V t�, Cmllr`,C Vy- 5A%Ccm 6+AA wkq i b Notice:. You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from.the date fees are paid. Failur®,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 theCalifornia Environmental Quality Act (CEQA), t. this project may be subject to additional school fees to fully mitigate its impact on the school Idistrict's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm { / � IIII ��) II� I I'II I �I I'II II II"I I III i AND t%vREN RF,CURDE> MAIL To: -A! ( .UUTTE COUNTY BUILDING DMSION a 7 COUNTY CENTER DRIVE Recorded I REC FEE 10.00 oRovILLE.cngs%s DffCountyROf rds COPIES 3.00 - i BUTTE I CANDACE J. GRUBBS I Recorder I - ROSEMARY DICKSON 1 Assistant I Cindy 03:06PM 28 -Mar -2001 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 4 FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers;. and from the pursuit of agricultural operations i-ncluding, but not limited to cultivation, - plowing, Wig, per& and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: .assessors Parcel # 028-440-029-000 Legal description per Title Order # BU -173856-3 & .-assessors Nlap No. 28-44 attached Property Address: 11) Orange Avenue f Bangor, California 95914 Date 0a—a Z— 6� 0D PROPERTY OWNERS: State of California ) County of $qn ot0yo ) On f,64"J ., al acro i before me, obtr h we -\N N _' f -6'e personally appeared obe^+ Wwwn to me (or proved to we on the bash of sathfacto evidence) to be the person@ whose name(a) abseribed to the w�tthin Instrument and acknowledged to me that *1 executed the same In hl�/h��anthor1xed capacit. that by hN/h3% thei slgnaturv�& on the instrument, the persons or the entity upon behalf of which the pe (s reed, executed the Instrument. WITNESS m hand and official seal. ROBERT M NEILL Signature i1 Beak; COMM. # 1130404 rr�^ NOTARY PUBLIC • CALIFORNIA U/ San Diego County " t My Comm. Expires March 20 2001 A.P. ORDER NO. BU -173856-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA; COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING A PORTION OF THE WEST ONE-HALF OF SECTION 21, T18N, R5E, M.D.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21 THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID SECTION 21 NORTH 2002'3711 EAST 1029.30 FEET TO CA, POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN AS ORANGE AVENUE; THENCE NORTHEASTERLY, ALONG SAID RIGHT OF WAY LINE NORTH 57039'08" EAST 1751.99 FEET TO THE TRUE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE FROM SAID TRUE POINT OF BEGINNING, LEAVING SAID RIGHT OF WAY LINE NORTH 31033'06" WEST 635.00 FEET; THENCE NORTH 56033'35" EAST 475.00 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN AS AVACADO AVENUE; THENCE SOUTHEASTERLY, ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE -SOUTH 46010'13" EAST 35.00 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 370.00 FEET, THROUGH A CENTRAL ANGLE OF 36009'33", AN ARC DISTANCE OF 233.51 FEET; THENCE SOUTH 10000'41" EAST 86.42 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 420.00 FEET, THROUGH A CENTRAL ANGLE OF 11015'28", AND ARC DISTANCE OF 82.52 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 480.00 FEET, THROUGH A CENTRAL ANGLE OF 27015'15", AN ARC DISTANCE OF 228.32 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 103004'16", AN ARC DISTANCE OF 89.95 -FEET TO A POINT ON THE SAID NORTHWESTERLY RIGHT OF WAY LINE OF ORANGE AVENUE; THENCE SOUTHEASTERLY, ALONG SAID RIGHT OF WAY LINE SOUTH 77003'49" WEST 21.58 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 330.00 FEET, THROUGH A CENTRAL -ANGLE OF 19024'40", AN ARC DISTANCE OF 111.80 FEET; THENCE SOUTH 57039'08" WEST 130.00 FEET TO SAID POINT OF BEGINNING. CROACHMENT PE IT C ,COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS t 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 14P APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) a Z. e / (v -es NAME: \ K �� SIGNATURE: MAILING ADDRESS: PHONE: 1 - r,Q. 1 9 (o qq — 3 O S� LOCATION OF WORK TO BE 730 TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): ick. 0 f.` 3. Underground Conduit: 4. Other: + PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7G81 PERMIT # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) a Z. e / (v -es NAME: \ K �� SIGNATURE: MAILING ADDRESS: PHONE: 1 - r,Q. 1 9 (o qq — 3 O S� LOCATION OF WORK TO BE 730 TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): ick. 0 f.` 3. Underground Conduit: 4. Other: + PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By { LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. [J n C�osC OWNER1 iP� �S NUMBER:'"' `t NAME: V 1 PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: `' RESOLVE PROBLEMS PRIOR TO APPROVAL: �- PARCEL CREATION BY DEEDS G•33 OR MAP DEED INFORMATION: T2ivE,tT LA.vn SCM b✓/S DR.4N6Gs//¢V/�CaDo DATE OF CREATION: DEED REFERENCE: 9 6, LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: MAP INFORMATION: YES NO DATE OF RECORDING LOT BOOK PAGE ' COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHEzi K SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from — 6. Pay water tender fees in the amount of $ to Battalion Number / J 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the, installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) V _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning DAdSian. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay.school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22 23. 24 25 26 Ala 1N3Wd013A34 ONMI I.L nA J a i nin00 '0661 q t d3S LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR t CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County, local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability,.access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. .Driveway Standards 1273.02 Surf ac_e.�Al,lT,,driveway_.surfaces -and -structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. ' •.1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; ,2 feet.to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed t - to hold or divert water shall be not less than 100 feet. [� 1273.05 Turnarounds. If. required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be'a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot lJ traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3- 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. - [ ] 2. For parcels less than 1 acre, local jurisdiction shall. provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site -approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modificatior.`shall be completed prior to completion of road construction �r f'_:,al inspection of a building permit. - Page 2 of 3 '# AP PERMIT # NAME �J 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400. feet apart. 12'73.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the.building. *1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. ' [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where, -a one-way--road-w- th;�a: single traf-f is - lane --- provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. - [ ] 2. For parcels less than 1 acre, local jurisdiction shall. provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site -approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modificatior.`shall be completed prior to completion of road construction �r f'_:,al inspection of a building permit. - Page 2 of 3 'i 2-e; 4- 4 -2 - AP # .PERMIT # MAMP Other Requirements [ ] If Building. Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not,to exceed 10t of wall area toward property line with insufficient setback Siding from the.following list: Stucco - 3 coat Hardi-Board or Plank Masonry .. ,._s. �--.-. Masonry-�veneer�.�,.....�-........_...-..-.....�.....__.�..�.. .��.�,._._...... _.-.�-._ Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: �� V Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: GENERAL: PZoning requirements — (number of permitted living units). laps signed by the designer. roper description of work on the application. Existing violations on the property. . Recorded notice of violation. . Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3 3 . 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 squareTeeThe . um net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". Y When°.windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). o Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in . any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 rc ater closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). aring walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support loads (Uniform Building Code section 1806.3). rUCTURAL DETAILS: l.Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2.' A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ jRc' lerestory requiring balloon framing and/or engineering. oundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). oor construction details complete enough to construct building. lvations and wall construction details complete enough to construct building. of construction details complete enough to construct building. replace construction details and calculations if necessary. arage door header size(s). orch header size(s). ypical header size(s). ud heights. igh expansive soil — special foundation design required. etaining walls requiring design. ypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" 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). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. ergy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 r May 15, 2001 Steven Smith Construction 28 Jordans Place, Suite 4 Chico, CA 95973 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-440-029 Building Permit Number: 01-0246 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON . -STRUCTURAL COMMENTS: You still show two windows on the South elevation in the area of the walk-in closet that are of fi the floor plan. I have crossed them off of the elevation. e window in the exercise room needs to be included in the energy calculations. I am sending a new school form that includes the exercise room. STRUCTURAL; COMMENTS: -,, �efine `w-- clips" shbwn`on A/6. x Provide single 3" min. nominal members for all framing members receiving edge nailing from abutting panels and foundation sill plates where allowable shear exceeds 350 plf in accordance with UBC Table 23 -II -I-1. (wall lines A and C) p� Provide adequate nailing to transfer the roof diaphragm shear to the truss top chords along 0 wall lines A. C and D Specify shear panel type and nailing to be installed on the truss at wall line C. See the roof p`framing plan on sheet 4. 7/I6 o S y6 611 V Provide adequate shear transfer from the roof diaphragm to the shear walls or chord members where lateral forces exceed 150 plf. See UBC Section 2318.3.1. Indicate shear transfer connection on details A/8 and A/9. VK" Provide 12' shear wall panel along wall line 2 of diaphragm I as specified in the structural calculations. The plans show an 8' panel. �7 l S C_,J S S t= --Y;, NrJ I S ,tffv 4E- S M k I—L4 9 ) ► 5 1 � ► 9 G r�- vc— ki W AUS 3 56-" CV- P U Pr ry S - l % w) kA_ �cAE�N L.c`:3-4 1 of 2 7. Provide shear walls along wall line 4 of diaphragm I and wall line 1 of diaphragm II as specified in the structural calculations. The shear wall lengths shown on the plans do not match the structural calculations. 8. Please address the door opening in the 13.5' shear wall along wall line C or revise the structural calculations to reflect a 9.5' shear wall. PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. �_Pay ay Balance of Building Permit fees in the amount of $1420.98 ktto�-,-,-�6btam impact fees: 2.1. - Complete and return the Butte County School Impact fee certification form. Sheriff fees = $360.00. Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to` discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 (SL4A;c�k— Philo Hunt, P.E. Plan Check Engineer May 7, 2001 Steven Smith Construction 28 Jordans Place, Suite 4 Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-440-029 Building Permit Number: 01-0246 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: � . You still show two windows on the South elevation in the area of the walk-in closet that are ,not'on the floor plan. I have crossed them off of the elevation. -window in the exercise room needs to be included in the energy calculations. -::;"I am sending a new school form that includes the exercise room. STRUCTURAL COMMENTS: None pending Philo's plan review. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1420.98 Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. . 1 of 2 If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530)'538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely,. Linda Simpson Plans Examiner 2 of 2 February 22, 2001 Steven Smith 28 Jordan Place, Suite 4 Chico, CA 95973 Department of Developtent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-440-029 Building Permit Number: 01-0246 Cust: Marciniak This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your building is not adequately braced per the 1997 UBC. Please have a lateral analysis done of the building. Have the architect/engineer put all of his requirements on the plans, and stamp and sign them. 2. You show two windows on the south elevation that is not'on the floor plan. Please coordinate. 3. Your dining room -does not have adequate natural light and ventilation. You need 21 square feet of glazing. The energy calc's must reflect any window changes. 4. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 5. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - II. The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET, or may have been asked for in Part I above. 1 of 2 1. , Provide 2 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Pay Balance of Building Permit fees in the amount of $1370.20 3.. Pay impact fees: 3. L. Complete and return the Butte County School Impact fee. certification form. 3.2. Sheriff fees .= $360.00. 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 5. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 EMAIL: gda@quiknet.com JOHN D. CHRISTOFFERSON, P.L.S. ENGINEERING SURV---- — — -- — - EYING -- — — 's„�pw;.:T�,,:�1::n1:..:iP(.yrc.:.r.ar:.,...cr.ed:.:.F'S.Li.:,�li.L:, uap i'nie.Y,an{I:iYwuitPf.,Mu.-m:D:Dc1Wug1'.ruW WiNmip'utcp:W4:v.LLY�4w,nWmNlln:n,1YW.:wWLiMM.ruu,v-�IUJrt a:uaYiu,.V'A,T PLANNING a.�n 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533.2068 FAX: (530) 533-3551 EMAIL: gda@quiknel.com STRUCTURAL CALCULATIONS Client: STEVEN D. SMITH CONSTRUCTION Project: . MARCINIAK HOME Location: BANGOR, CA. Note: LATERAL LOAD ANALYSIS PLANS BY OTHERS. ATTENTION: This engineer is not responsible for on site inspection to assure compliance with the materials or workmanship specified herein. This engineer is not responsible for any changes in the specifications unless approval is authorized in writing by the engineer. Workmanship is to be of highest quality and in all cases to follow accepted construction practice, the Uniform Building Code, and local building department standards. I Kenneth C. Lenhardt, P.E. dllwpdocslscalc.cov C LE^:H.-P.DT. FE. Job # 01-018 March 26, 2001 JC -WN D. CHR!STCFFEFSON. FL S LOADS Roof mail Load =16 psf for trusses and high slope rafters, 15 psf for rafters. Roof Live Load (No Snow Loads) 14 psf Floor Dead Load =10 psf, Decks D. L. =10 psf Floor I ive f psf for residential.. 50 p!;f fnr ofire.:md 100 psf for retail. Wall Dead Load =l0 psf. 1. General a) All work shall conform to the 1997 UBC and applicable local codes. b) Where applicable, allowable stresses have been increased 15% for snow, 33% seismic, and 60% for wind and seismic connections (timber). c) Seismic zone 3. Basic wind speed = 75mph., exposure B, based upon UBC 1616, Method 2. d) Snow lauding as per UBC appendix chapter 16. e) The Engineer is responsible for the structural items in the plans only. Should any changes be made from the design as detailed in these calculations without written approval from the Engineer then the Engineer assumes no responsibility for the entire structure or any portion there of. Should the results of the calculations not be fully or properly transferred to the plans, the engineer assumes no responsibility for the structure. f) All water proofing and flashing (roofs, fou ndations, garage floors, etc.) is the responsibility of the contractor or owner. g) These calculations are based upon a completed structure. Should an unfinished structure be subjected to loads, the Engineer should be consulted for an interim design or if not, will assume no responsibility. 2. Site «'ork a) Assumed soil bearing pressure= 1500 psf, determined in accordance with UBC table 18-1-A. b) Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level or stepped footings. Any other conditions should be reported to this Engineer. d) All footings shall bear on undisturbed soil with a footing depth below frostline, (18" or 24" as per local requirements). Finished grade shall slope away from foundation. 3. Concrete, Masonry a) Concrete shall have a minimum 28 day compressive strength of 2500psi . b) Concrete shall be air entrained to not less than 5% and not more than 7%. c) Slabs shall be reinforced with 6x6x l OWW mesh as per ASTM A185, or with Fibermesh as per manufacturer's specifications. Water proofing of any garage slab over timber framing system is the responsibility of the owner or contractor. d) Waterproofing of foundations and retaining walls is the responsibility of the owner or contractor. e) Reinforcement shall be grade 60 as per ASTM A615 . Lap reinforcing bar splices 40 bar diameters. t) Concrete stem walls and footings are to be a monolithic pour, or provide vertical #4's @ 18" oc. in stemwall developed into footing, provide 2 #4's horizontal continuous in perimeter footing min. (1 top, 1 bottom). g) A11 masonry units shall conform to ASTM C 90 graile N. h) All masonry cells are to be solid grouted with mortar confirming to ASTM C279 Type S, with a 28 day compressive strength of 2000 psi min. 4. Franling/Lumher a) Roof Sheathing. Use 5/8" CDX APA rated [(40/20) for 5/8", (48/24) for 3/4"1 sheathing. The thickness is per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d box @6" edge, 12" field. 7/16" OSB w/8d box @ 6,12 used if shown on plans. b)Poor Sheathing. Use 3/4" T&G APA rated sheathing. Glue and nail with 8d @ 6" edge, 10" field. . c) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303 (T-1-11). Alternate sheathing may be substituted for floors, roofs, and shear walls provided they are structurally equivalent. { (1) Headers . Headers that are not specifically addressed in the calculations shall he 6x8 DF #1 (OK by observation). Use (2) trimmers on all openings 5'0" and larger. e) Floor joists. Use manufactured "I" joists (such as Truss Joists), size space as per manufacturer's recommendations (use L/480 min). Use nianufactured rim board (such as Timber Strand) with all "1" joists. Use a double rim board ill all loratiruls where lode yrs :tri, used (such as deck lodgers). Doiijolas Fir N? may he suhstituted for "I" joists. 4i7e and space in accordance with UBC table 23 -I -V -J-1 using E=1.6 max. Engineer recommends using E< 1.2. t) Sill plates shall be pressure treated Douglas fir or Hem Fir. g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. in the case of snow build up against a stud wall the owner shall be responsible to eliminate snow to stud wall contact. h) All framing lumber shall be Douglas. Fir Larch. i) Glu -lams shall be 24F -V4. Glu -lams exposed to weather must be rated for exterior use by the manufacturer. j) Micro -lams (laminated veneer lumber) shall have Fb=2800 psi & Fv=285 psi min. k) Splice all beams over supports or sawcut tip 1/3 at support (rot @a cantilevers), . 1) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor levels to the foundation. m) Where posts with column caps or bearing plates are called out for, the load is to be transferred to the foundation by vertical grain only. . n) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 8" oe. staggered. . o) All nails shall be common or green sinkers as specified. Where exposed to weather; nails shall be galvanized. P) All framing members specified in these calculations are minimums, and larger members may be substituted. 5. Hardware / Structural Steel a) All hardware called shall be Simpson Co. installed as per manufacturer's specifications. b) Structural steel shall conform to ASTM A36. Pipe c(.)lumns shall confirm to ASTM A501. c) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local building authority. Fillet welds are designed using one half stresses not requiring special inspection. d) All welding electrodes shall be E7OXX or shielded wires with Fy< 70ksi. 6. Trusses Spacing=24"oc. . a) All prefabricated trusses shall be fabricated by a code approved manufacturer. The manufacturer shall supply shop drawings for. review by this Engineer and shall be responsible for the design and certification of the trusses. b) It is the responsibility of the manufacturer to conform the truss design according to the loading conditions as called for in these calculations, such as (1) live and dead loads, (including drag loads); (2) truss spacing; (3) spans and eave overhangs; (4) roof pitch; and (5) bearing points. c) The truss manufacturer shall be responsible for all truss to truss connections. d) The truss manufacturer shall provide a means of attic access when spacing is 16" oc or less. e) Gable end trusses shall be structural, designed to support overhand and to allow a top chord notch of 1 '/z". t) Trusses are to stack over wall studs at bearing points when snow loads are greater than 120 psf. Girder trusses are to be supported by multiple trimmers. g) All non-bearing walls are to have a '/2" gap to the bottom chord of trusses. Secure bottom chord to wall with Simp. DTC. on truss layout. h) Trusses are to be handled, installed and braced in accordance with HIB -91 of the Truss Plate Institute. Bracing and/or bridging shall be provided for and detailed by the truss manufacturer. i) Truss Loading TOP CHORD DEAD LOAD= 10 psf BOTTOM CHORD DEAD LOAD= 10 psf SNOW LOAD (reduced for pitch)=N/A DRAG LOADS=1500#rnino, where drag trusses are specified on plans. SPECIAL LOADING CONDITIONS: 7. Snow Loads - N/A (File:STRCALCS.GN) V1 YfN F F LU 1- W W W W W azs vivikn 00 Ln 0 n C4 a' aaa N N N (4 H N GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 1"5"q ' /- lux _ FANEt_S (a, 12) O 1 V1 YfN F F LU 1- W W W W W azs vivikn 00 Ln 0 n C4 a' aaa N N N (4 H N GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 1"5"q ' /- lux _ FANEt_S (a, 12) O GDA S/ ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 VI VIN � FHF- WW W WWW --� VI 4'I VI 000 VI C C ^N as N N N N N N i Ce - 0 i 12 • 4 %� 2 3 -4/F T. i 1 GDA ENGINEERING, I SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 �Ih z SEISJ�IC llr� ll W W W W W a a cn N 0V= 000 2.5 Co-= ino0 �r aaa 2= rrr nNr �.� ;tO.3la X 1.0 P.5E 514 EA TZ i i L ON ✓_ �(� /D L-/A;LL. FLD�J� x /ops F)2 4- 815 X /0FSF)4- (:97.5 R`uF xl6psD.02. _ /oo t- 875 -f- I T2A,NS I v ✓=Ci /oo� f i32'xlofsr-) 2'xIto psr)�DIIZ - / o j_ISM1t Iw L014 \r.I t J 7 i h{ TANS. GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE 3 OROVILLE, CA 95965 (530) 533-2068 -DfR-ir W W 1:1 000 ul00 "" LD>`l� - N d aaa TZANS 0D GovavNs- i )Roo}= : r D 1Z S t A P LIC (7 I hl Cl 0 t-1 z;, ►.) S E !� E 9 L -)I !z S-fA q! Fd Z -Dr T Rp 23/.3 x V -Z_ = X41 Rte= 000 .'1 0 0 N N e} ava N N N N N (4 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 3 --Roo F. L_ o til [r . -r-- _ 2 ��r ( 3 Z1-- = 8 7- ,4 ` � d I) T/2 . A 3 X 320• 3 �/� /4 AW-) 3Z bs e �� �� 80(4t4i� e F -0Z E UE t L r cI L s: u 5 E A 35 C L 1 p CVEiz.; �/ �� T2US3 v i2 I -I S cve2� � rN� rZ TR -u s s 17rr,. Y- LINE rs, L-Is0 9- l-fGA►occp!s 5x9= O IZ A. 3,5'-1-- o, SOSB 'q/ -All ElDGE� . Nol- AT 7 -op PcF+TE'S - ; wiL%A W W W W W W ___ 0v)Ln tm o ..C4 C4rir N N N GDA 9/ ENGINEERING, SURVEYING, PLANNING '220 GRAND AVENUE OROVILLF, CA 95965 (530) 533-2068 F' AMM VR = 3.2 ¢" AlA 1 . 5PACIN6 i�-j rzoQ liv A r 7it lI! 3114111 �=334-08 D I? = 2414,0 3� `v" = 2 I/ G0 // = 2�� 57 J `STI S, r 2� ! to 2 %� = 5 %• (��i rf-r W W W W W W x x H In h 000 w00 _ N aaa H N N N N N GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 i .44 L 1 r! E 24 5/- fh9p5F)Z �/�= 3c� vD I i Etz. L17S _ :3 fI of N oFFSE T rAQ 8/ lvJs 6W S A C i i i i GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 o Ln0 HF W W W &W IY W W 35' \y Loo M = _ J ,. n a t. •-Nv vaa /- / NNM T. -C = - 233 r� _ 32 = 7-7 . O i i • 1,A/ z - of N oFFSE T rAQ 8/ lvJs 6W S A C i i i i GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 User: KW -0601736. Ver 5.1.2. 13-Jurn1999, Win32 (c) 198399 ENERCALC Description DECK BEAM Id� Title: MARCINIAK Job # J/' 01$ Dsgnr: KEN LENHARDT Date: 4:12PM, 22 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS General Timber Beam Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 0.767 : 1 Center Span 10.00ft .....Lu 2.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 & Better 15.1 k -ft 0.0 Fb Base Allow 1,200.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi @ Left Max. Negative Moment E 1,800.0 ksi Full Lengh Uniform Loads Center DL 384.00 #/ft LL 384.00 #!ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft S Span= 10.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Dead Load Total Load Max Stress Ratio 0.767 : 1 Total Load Deflection -0.069 in Maximum Moment Deflection 9.6 k -ft. Maximum Shear * 1.5 Allowable 5.000 It 15.1 k -ft 0.0 Allowable ...Length/Defl Max. Positive Moment 9.60 k -ft at 5.000 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 10.000 It 0.000 in @ Right Max @ Left Support 0.00 k -ft ... Length/Deft 0.0 Camber: @ Left Max @ Right Support 0.00 k -ft Bearing @ Supports Center Max. M allow 15.13 Max. Left Reaction Reactions... Bearing Length Req'd @ Right fb 950.27 psi fv 91.07 psi Left DL 1.92 k Max Fb 1,497.23 psi Fv 118.75 psi Right DL 1.92 k Max Deflections Beam Design OK 5.8 k 7.5 k 3.84 k 3.84 k 0.000 in 0.103 in 0.000 in 3.84 k 3.84k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.069 in -0.138 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 It ...Length/Deft 0.0 0.0 ...Length/Defl 1,742.7 871.36 Right Cantilever... @ Right Support Design Shear 5.76 k Deflection 0.000 in 0.000 in Area Required 48.505 int 48.505 int ... Length/Deft 0.0 0.0 Stress Calcs 118.75 psi Bearing @ Supports Bending Analysis Max. Left Reaction 3.84 k Bearing Length Req'd Ck 28.094 Le 4.118 ft Sxx 121.229 in3 Area 63.250 int 1.117 in Cf 1.000 Rb 4.335 Cl 0.998 Max Moment Sxx Read Allowable fb @ Center 9.60 k -ft 76.94 in3 1,497.23 psi @ Left Support 0.00 k -ft 0.00 in3 1,500.00 psi @ Right Support 0.00 k -ft 6.00 in3 1,500.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.76 k 5.76 k Area Required 48.505 int 48.505 int Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 3.84 k Bearing Length Req'd 1.117 in Max. Right Reaction 3.84 k Bearing Length Req'd 1.117 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 12.50 ft 226.70 k -ft -15.84 k -0.2086 in @ Right Cant. Location = 33.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = -8.00 ft 0.00 k -ft 0.00 k 0.0000 in 't GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet-com (FAX) 530-533-3551 Rev. 510002 User: KW.0601736. Ver 5.1.2, 13•Jun.1999, Win32 (C)1983-99 ENERCALC Description DECK BEAM Title: MARCINIAK Dsgnr: KEN LENHARDT Description: NEW HOME )y Job # o/-o/g Date: 4:12PM, 22 MAR 01 Scope: LATERAL ANALYSIS General Timber Beam Page 2 Sketch & Diagram INI1.00 2.00 3.00 4.00 5.00 6.00 7.00... 8:00 9.00- "10.00 76 iti ttr11"'itiiilliiit111i 11i 768a/ft ... .._.. _. __:__ _._..._. _. _ ...__..__...._._.. _.•wxmilUlull uIV��� a s2 •2.29 , Max 9.6k -ft Omax = .0.138in Shear Load (k) - --"---- .—'Locallon Along Member (ry)_ ._._.—_-'------ - 9.60 1.00 2.06 3.00 , 4 Opal rr a "Op�'"'' .6. 7.00 8.00.. . 9.00._....IO.DD Rmax = 3.8k Rmax = 3.8k ... ..__....... .. ..... ._.... n _:c.. jl:- ------.._._. _.._.. ......---._.. 6.64 wi'r•: �.:..., ji 4!?:p °ai � . .� I:: ..: ,L;ly.. Vmax®left =3.8k Vmax®rt=3.Bk r 7.68 ;:U'.I ii?�.I°•'�•�ii���l. .�: :r;ir,.='1'•:Eli.i. l�'.�i'.._ _ __ ..u..cc� lyaua .:j llihil;:;iiifi;!h:�ilfl:irrlrt+lj!!Eugl;irif�'��i:i`!:41y 6.72 .,.�.,..,...:..,,::::•..�: P (.r. •. F�:.::ey. :.�la!i; :I;,, 6illiiiiil'!i!:�iu:l:: :eif'ufiii a!i i�C!:� 5.76 P - _ ' !:�4; q!s: ,r, a•u::v.E i c s �, :!.; i!.i. ,�' .:: u;l,lii'au:: � 'ciF{j�,i�.�g! {:� p. t,I!flh - 3.86 -'- r.:lrl• �^"'' h Ifs �s tE eji-F d"•:�' rr I I I tlti'M:.I;! ,!� �I E �J.ii�r: II r!4! • 1.9�,!•.•. ui �J I'r� ! t FiW !�I�!'� !I {�I:� !Ei !:! : I!!i! � :: r!i^li`I ,!; F Ttp _ LD= 17 14-- 1 s F oIC 0 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda(r7!gttiknet.com (FAX) 530-533-3551 Title: MARCINIAK Job#0'018 /ly Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: I ATFRAI_ ANALYSIS Rev: al0Ut1Y 1.7............1.2 Plywood Shear Wall &Footing User. KW0601736. Ver S 1 2. )3Jun•1999. Win32 (q 1983.99 ENERCAL•� Description DIA 1 --LINE A-9' WALL s Page 1 General Information # Plywood Layers 1 Plywood Grade Grade C -D Nail Size 8d Thickness 7/16" Stud Spacing 16.00 in Wall Length Wall Height Wall Weight Ht / Length calculations are designed to 1997 NDS and 1997 UBC Requirements End Post Dimension 3.50 in 9.000 It Seismic Factor 0.000 8.000 ft Nominal Sill Thick. 2.00 10.000 psf 0.889 Loads - -- Vertical Loads... Point Load # 1 0.25 lbs at 0.00 H Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 218.00 #/ft 0.00 ft to 0.00 ft to 9.00 ft 0.00 ft Uniform Load # 2 0.00 #/ft Lateral Loads... Uniform Shear @ Top of Wall 402.00 #/ft 9.000ft = 3,618.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 9.000 ft - 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 3.500 ft Concrete Weight 145.00 pcf 3.00 in Wall Length 9.000 ft Rebar Cover 2,500.00 psi Past Right Edge of Wall __ _._ 3.500 ft Tc 40,000.00 psi Footing Length 16.000 ft � 1.50 ft FY Min. Steel As % 0.00140 Footing Width Footing Thickness 12.00 in Design OK Sim Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 3 In Edges -8d -at 12 -in -@-Fief Applied Shear = 402.0#/ft,' Capacity = 490.006#/ftp>-OK Wall Overturning = 28,944.Oft-#, Resisting Moment = 12,069.04, End Uplift = 1,875.00Ibs Max. Soil Pressures: r@ Left= 1,008.5psf, @ Right= 1,008.4psf Sill Bolting: 1/2" Bolts @ 25.21 in, 5/8" Bolts @ 39.30in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 19.40psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.36in2, @ Right = 0.36in2 Minimum Overturning Stability Ratio = 1.514 : 1 _. Hold Down 00tions Choices for LEFT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs Choices for RIGHT Side of Wall to Fooling..... HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # 01.01$' 220 GRAND AVENUE ., Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME OROVILLE, CA 95965 530-533-2068 gday quiknet.com Scone: LATERAL ANALYSIS (FAX) 530-533-3551 Qu; WO60)736,Veis.1.2.13.,un.)999.Win32 plywood Shear Wall & Footing (c) )98399 ENERCAIC c:�enercalc\marcini Description DIA 1 --LINE A--9' WALL Footinq Analysis Page 2 Lateral Forces Acting in Direction To Left... To Right... Soil Pressures... Ecc, of Resultant @ Footing Centerline 5.284 ft 5.284 ft Soil Pressure @ LEFT Side of Footing 1,008.49 psf 0.00 psf 1,008.36 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf Moments... Actual Mu @ Left Wall Edge 7,221.25 ft i1 7,220.29 ft -# 1,398.80 ft-# Actual Mu @ Right Wall Edge 1,398.80 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 19.402 psi 3.732 psi vu/.85 @ 'd' from Right Wall Edge 3.732 psi 19.399 psi Allowable Vn 100.000 psi 100.000 psf Overturning... Overturning Moment 32,562.00 ft # 32,562.00 ft-# Resisting Moment 49,296.88 ft-# 49,299.13 ft-# Overturning Stability Ratio 1.514 :1 1.514 :1 Page 2 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com 16/ Title: MARCINIAK Job # 01.01$ Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR Ot i Description: NFW HOME Scope: LATERAL ANALYSIS Description DIA I -LINE A--16.5' WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 16.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 It Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 0.500 Stud Spacing 16.00 in 0.00 to 0.00 ft Loads Vertical Loads .. Point Load # 1 0.25 lbs at 0.00 ft" M t >J S Point Load # 2 0.00 lbs at 0.00 It � 4vl k74;5- Point Load # 3 0.00 lbs at It Uniform Load # 1 218.00 #/n 0.00 ft o 9.00 ft Uniform Load # 2 0.00 #/ft 0.00 to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 402.0�406 16.000ft = 6,432.00 lbs Uniform Shear @ Top of Wall 0:0 16.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 Ibs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 3.500 ft Concrete Weight 145.00 pcf Wall Length 16.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 3.500 It fc 2,500.00 psi Footing Length 23.000 ft Fy 40,000.00 psi Footing Width 1.50 It Min. Steel As % 0.00140 Footing Thickness 12.00 in nmary Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 402.0#/ft, Capacity = 490.000#/ft -> OK Wall Overturning = 51,456.Oft-#, Resisting Moment = 19,069.04, End Uplift = 2,024.19lbs Max. Soil Pressures: @ Left = 1,005.1 psf, @ Right = 689.8psf 1040 Sill Bolting: 1/2" Bolts @ 25.21 in, 5/8" Bolts @ 39.30in, 33/4�Bolts ,@ 48.00in Footing Summary... Max. Footing Shear = 20.07psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.37in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 1.519 : 1 Simpson Hold Down Options Choices for LEFT Side of 7alloto Footing..... Choices for RIGHT Side of Wall to Footing..... 1-1132A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs HD5A, Capacity = 4010lbs • ' GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job#01.01 d 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR Oi Description: NEW HOME OROVILLE, CA 95965 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 uses. nwui,a'z3o: v��.� z. 131w)vvv, w �z Plywood Shear Wall & Footing Page 2 c:\enercalc\marciniak.ecw:LATERAL ANALYSIS (e) 198399 ENERCALC description DIA I -LINE A--16.5' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 7.854 ft 6.188 ft Soil Pressure @ LEFT Side of Footing 1,005.12 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 689.83 psf Moments... Actual Mu @ Left Wall Edge 7,484.03 ft-# 4,925.98 ft-# Actual Mu @ Right Wall Edge 1,398.80 ft-# 1,398.80 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 20.066 psi 3.732 psi vu/.85 @'d' from Right Wall Edge 3.732 psi 13.189 psi Allowable Vn - 100.000 psi 100.000 psi Overturning... Overturning Moment 57,888.00 ft-# 57,888.00 ft-# Resisting Moment 87,945.63 ft-# 101,683.63 fl-# Overturning Stabiiity Ratio 1.519:1 1.757 :1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.corn (FAX) 530-533-3551 I.w ', IINNI' Usm. hw WUI!!b, Vm S I .. 1,1 tun IT (0 198399 ENERCALC ) 8/ Title: MARCINIAK Job # 0.01 ' Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Piluo 1 c:\enercalc\marciniak.ecw:LATERAL ANALYSI Description DIA I -LINE 2-4 WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.000 It End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psi Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 2.000 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 It Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 102.60,#/ft 4.000 ft = 410.40 lbs Uniform Shear @ Top of Wall 00 #/ft 4.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# - Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft f'c 2,500.00 psi Footing Length 4.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in ry Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in Edges, 8d at 12 in @ Field Applied Shear = 102.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 3,283.2ft-#, Resisting Moment = 31,360.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 5,450.1 psf, @ Right = 5,450.1 psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 8.804 : 1 GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # D/'o r $ 220 GRAND AVENUE Dsgnr: KEN LENI IARDT Dalo: 9:09AM, 23 MAR 01 OROVILLE, CA 95965 Description: NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 SUM? .--- Plywood Shear W p Page 2 Vsef hwM01/Je, Yr1 i I ;. I , hm �•P7•). wb,�: all & Footing (c) 1983.99 ENERCAic c:\eneicalc\rnaicmiak.ecw.LA I LI'(AL ANALYSI: Description DIA I -LINE 2--4' WALL Footing Analysis Shears... Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.227 ft 0.227 It Soil Pressure @ LEFT Side of Footing 5,450.10 psf 2,679.90 psf Soil Pressure @ RIGHT Side of Footing 2,679.90 psf 5,450.10 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 3,693.60 ft-# 3,693.60 ft-# Resisting Moment 32,520.00 ft-# 32,520.00 ft-# Overturning Stability Ratio 8.804 :1 8.804 :1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 IUser KW 0601736. Vet 5 1.2. 134u 4999. Win32 Y .,:1199199 flIFRi Alf Description DIA I -LINE 2k -12'W General Information Title: MARCINIAK Job #01.01$ Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOMF Scope: LATERAL ANALYSIS d Shear Wall Sf FootingPage 1 -.1 .,...,.....1..1 ...�.��n7�L --:1 ATFRAI AMAI VCI' Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 12.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 0.667 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.000 Point Load # 2 0.00 lbs at 0.00 fl Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 12.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 102.60 #/ft 12.000 ft = 1,231.20 lbs Uniform Shear @ Top of Wall 0.00 #/ft 12.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall Concrete Weight 145.00 pcf Wall Length 12.000 ft Rebar Cover 3.00 in Past Right Edge of Wall ft f c 2,500.00 psi _ Fooling Length 12.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As %, 0.00140 Footing Thickness. 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 102.6#/ft, Capacity = 260.000#/ft -> Wall Overturning= 9,849.04, Resisting Moment= 282,240. Oft-#,. End Uplift= 0.00Ibs Max. Soil Pressures: @ Left = 4,526.7psf, @ Right = 4,526.7psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 26.413: 1 x GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Titlu : MARCINIAK Job #01.0/8 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Rrx: 510002 - Page 2 User: KW0601736. Ver 5.1.2. 13•Jun•1999, Win32 Plywood Shear Wall & Footing N1 198199 VIEVAIr r-\enerralr.\marriniak er.w•I ATFRAI. ANALYSIS Description DIA [-LINE 2--12' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Fooling Centerline 0.227 ft 0.227 ft Soil Pressure @ LEFT Side of Fooling 4,526.70 psi 3,603.30 psf Soil Pressure @ RIGHT Side of Footing 3,603.30 psf 4,526.70 psf Moments... Actual Mu @ Left Wall Edge 0.00. ft-# 0.00 ft� Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 11,080.80 ft-# 11,080.80 ft-# Resisting Moment 292,680.00 ft-# 292,680.00 ft-# Overturning Stability Ratio 26.413 :1 26.413 :1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 User- KW 0601736. Ver 5 1.2. 13 -Jun -1999. Win32 (; 1 1991 •T) r B r RI' Al f ------- Title : MARCINIAK Job # cr-oi g Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Duscriplion : NEW I IOME Scope: LATERAL ANALYSIS _......_... - - ..._.__.... ............... ...- Plywood Shear Wall & Footing Page 1 r\enerralr•\marriniak e.rw l ATFRAI_ ANAI YSIS Description DIA I -LINE 2--8' WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 8.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.000 Stud Spacing 16.00 in Loads vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #Kt 0.00 ft to 8.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 102.60 #/ft 8.000 ft = 820.80 lbs Uniform Shear @ Top of Wall 0.00 #/ft 8.O00 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing_ Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pct Wall Length 8.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft rc 2,500.00 psi Footing Length 8.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in ummary Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 102.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,566.04, Resisting Moment = 125,440.Oft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 4,757.6psf, @ Right = 4,757.6psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 17.609 : 1 j. GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # OI -p► E 220 GRAND AVENUE Dsgnr: KEN LENFIARDT Date: 9:09AM, 23 MAR Ot Description: NEW HOME OROVILLE, CA 95965 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 Pte: 510002 _ : KW.0601736. ver 5.1.2.13.Jun.1999. wln32 Plywood Shear Wall & Footing \enerralr\marriniak Page 2 erw l A FRAI ANAI Yc;l (.:1 198399 Eft EP.fAI f. r _.._.._.__._...._ _....-..__..._.T_._._......_._._ .Description DIA I -LINE 2-8' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.227 ft 0.227 ft Soil Pressure @ LEFT Side of Footing 4,757.55 psf 3,372.45 psf Soil Pressure @ RIGHT Side of Footing 3,372.45 psf 4,757.55 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 7,387.20 ft-# 7,387.20 ft-# Resisting Moment 130,080.00 ft-# 130,080.00 ft-# • Overturning Stability Ratio 17.609 :1 17.609 :1 i•= GbA ENGINEERING LAND SURVEYING Title: MARCINIAK Job tl0i-Oi4 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 OROVILLE, CA 95965 Description :NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 eN 5100. Page 1 Use'. KW o6oi*i36. v., 5:. 13. Jun 1-)99. WuJ2 Plywood Shear Wall & Footing c:\ (,:) rm.i I)-) rhI urar. enercalc\marciniak erw:LATFRAL ANALYSIS Description DIA [-LINE 2-10' WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements II # Plywood Layers 1 Wall Length 10.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 0.800 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 It Point Load # 2 0.00 lbs at 0.00 It Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 10.00 ft Uniform Load # 2 0.00 #/ft 0.00 It to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 102.60 #/ft 10.000ft = 1,026.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 10.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall _- 0.00 ft-# Footing-_ -. ----- Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 10.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft Tc 2,500.00 psi Footing Length 10.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 102.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 8,208.Oft-#, Resisting Moment = 196,000.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 4,619.Opsf, @ Right = 4,619.Opsf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 22.011 : 1 ' GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # of-o►g 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 .OROVILLE, CA 95965 Description: NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 Rw 510002 Page 2 User: KW.0601736. Ver 5.1.2 8e 13 -Jun -1999. Win32 Plywood Shear Wall Footing _(C) 198399 EN ERCA1c_- _ c:\enercalc\ ma rciniak. ecw: LATERAL ANALYSIS J. Description DIA I -LINE 2--10' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.227 it 0.227 ft Soil Pressure @ LEFT Side of Footing 4,619.04 psf 3,510.96 psf Soil Pressure @ RIGHT Side of Footing 3,510.96 psf 4,619.04 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 0.000 psi 0.000 psi 100.000 psi 9,234.00 ft-# 203,250.00 ft-# 22.011 :1 0.000 psi 0.000 psi 100.000 psi 9,234.00 ft-# 203,250.00 ft-# 22.011 :1 ti GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533_3551 Rev 510002 User Y.'N-0501736. Ve, 5 1 2. 13.1un-1999. Win32 G 1'iR3 •r, f f,f Is'AI I' DIA I -LINE 2-7.5' WALL Title: MARCINIAK Job #6i -vl 9 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Description Page 1 Vertical Loads... Calculations are designed to 1997 Nos and 1997 UBC Requirements General Information at 0.00 ft -1 i ayers #Plywood Layers 1 Wall Length 7 . 500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 10.000 Nominal Sill Thick. 2.00 Nail Size 8d Wall Weight psf Thickness 7/16" Hl / Length 1.067 Stud Spacing 16.00 in 7.500 ft = 769.50 lbs Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 7.50 ft Uniform Load # 2 0.00 #/ft 0.00 It to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 102.60 #/ft 7.500 ft = 769.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 7.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# ►ting. Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 cf Wall Length 7.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 7.500 ft Fy 40,000.00 psi Footing Width . 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 102.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,156.Oft-#, Resisting Moment = 110,250.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 4,803.7psf, @ Right = 4,803.7psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Botts @ 48.00in Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 16.508: 1 ------------- GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.coni (FAX) 530-533-3551 Description PIA I-ulvC: /--r.a Footing Analysis Soil Pressures... Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Titlo : MARCINIAK Job # 01- Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Lateral Forces Acting in Direction To Left... To Right... 0.227 ft 0.227 ft 4,803.72 psf 3,326.28 psi 3,326.28 psf 4,803.72 psf 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.000 psi 0.000 psi 0.000 psi 0.000 psi 100.000 psi 100.000 psi 6,925.50 ft-# 6,925.50 ft-# 114,328.13 ft-# 114,328.13 ft-# 16.508 :1 16.508 :1 ti 'GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet,com (FAX) 530-533-3551 Rei, 510002 User KLV.0601736. Ver 5 1 2. 13.1un•1999. Win32 (rr 1•)ni •)) fnr RCAI r Title: MARCINIAK Job#01•C)JT Dsgnr: KEN LENHARDT Date: 9'.09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS lywood Shear Wall & Footing Page 1 c-\,n,,r ilr\marr.iniak.prw l A.TFRA1 AMAI YSI', ----------------- - - Description DIA I -LINE 44.5- ALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 5.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.455 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.25 #/ft 0.00 ft to 5.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 #/ft 5.500 ft = 866.80 lbs Uniform Shear @ Top of Wall 0.00 #Kt 5.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 5.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 5.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,934.4114, Resisting Moment = 59,293.8ft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 5,612.6psf, @ Right = 5,612.6psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 7.882: 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 .._.....__.. User. KW 0601736. Ver $.1 2. 13 -Jun. 1999, Win32 (.:1 196 1 99 FB1 H'Al r Title: MARCINIAK Job # 07'x'/ g Dsgnr: KEN LENHARnT Date: 9:09AM, 23 MAR 01 Ihscrlptlull: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Description DIA I -LINE 4--5.5' WALL d Page 2 Footing Analysis Lateral Forces Actino in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.349 ft 0.349 ft Soil Pressure @ LEFT. Side of Footing 5,612.60 psf 2,517.90 psi Soil Pressure @ RIGHT Side of Footing 2,517.90 psf 5,612.60 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 0.000 psi 0.000 psi 100.000 psi 7,801.20 ft-# 61,486.91 ft-# 7.882 :1 0.000 psi 0.000 psi 100.000 psi 7,801.20 ft-# 61,486.91 ft-# 7.882 :1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Kev. sluout User: KW.0601736. Ver 5.1 2. 13-lun-1999, Win32 (c) 1983 4) F W RCAI r Description DIA I -LI General Information Title: MARCINIAK Job # 0I.01$ Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Shear Wall & Footing . Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 6.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.231 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.25 #/ft 0.00 ft to 6.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 #/ft 6.500 ft = 1,024.40 lbs Uniform Shear @ Top of Wall 0.00 #tft 6.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 6.500 0 Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 6.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 8,195.2ft-#, Resisting Moment = 82,815.3ft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 5,374.5psf, @ Right = 5,374.5psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 9.315 : 1 t,. G'DA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com quiknet.com (FAX) 530-533-3551 Rw510002 User KW 0601736. Vet 1 2. 13 -Jun -1999; Win32 oa (!11i-9 IOr 11i"AI Title: MARCINIAK Job # 01.019 Dsgnr: KEN LEN14ARDT Date: 9:09AM, 23 MAR 01 Doscription : NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footinq f Description DIA I -LINE 4--6.5' WALL Page 2 i ill \magi Inial, r. vl I ATFRAI ANAs VAI'' Footing Analysis Lateral Forces Actino in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.349 ft 0.349 ft Sal Pressure @LEFT Side of Footing • 5,374.54 psf 2,755.96 psf Soil Pressure @ RIGHT Side of Footing 2,755.96 psf 5,374.54 psf Moments... ' Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vuL85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @V from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 9,219.60 ft-# 9,219.60 ft-# Resisting Moment 85,878.41 ft-# 85,878.41 ft-# Overturning Stability Ratio 9.315 :1 9.315 :1 5 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com quiknet.com (FAX) 530-533-3551 Rw: 510002 I Ker KIN I 0601736 '41 W1 5 1 2. 13Jun 1999. Win32 tB1W1.YfiM1.W.f�,--'...`^' •�' ••_...___.`_---- Description DIA I -LINE Title: MARCINIAK Job # 01 •oi S Dsgnr. KFN I FNIIARDT Date: 909AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing ALL Page 1 Vertical Loads... 1 calculations are designed to 1997 NDS and 1997 UBC Requirements General Information 0.00 ft Point Load # 2 0.00 lbs at --End # Plywood Layers 1 Wall Length 4.000 ft Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height Seismic Factor 8.000 fl 0.000 10.000 Nominal Sill Thick. 2.00 Nail Size 8d Wall Weight psf Thickness 7/16" Ht / Length 2.000 Stud Spacing 16.00 in Strut Force Applied @ Top of Wall Vertical Loads... 1 Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 It Point Load # 3 0.00 lbs at ft Uniform Load # 1 3.840.25 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 #/ft 4.000 ft = Uniform Shear @ Top of Wall 0.00 #/ft 4.000 ft = Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Ming Past Left Edge of Wall 0.000 It Concrete Weight Wall Length 4.000 It Rebar Cover Past Right Edge of Wall _ 0.000 It f c Footing Length 4.000 ft Fy Fooling Width 1.00 It Min. Steel As % . Footing Thickness 12.00 in 630.40 lbs 0.00 lbs 145.00 pcf 3.00 in 2,500.00 psi 40,000.00 psi 0.00140 Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 5,043.2ft-#, Resisting Moment = 31,362.oft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 6,192.9psf, @ Right = 6,192.9psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 5.732: 1 i., i °' -(-,DA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Title: MARCINIAK Job # C,1-01'9 Dsgnr: KL'N LENFIARD1* Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS "" "°°°' Plywood Shear Wall & Footing Ilaci kW Orlll Illi Vcr S 1 ?. I 1 lun 1999, Win,): ,.. 1 -it, I .,., 1 III Ii. A. . Description DIA I -LINE 4--4.0' WALL Footing Analysis Soil Pressures... Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu1.85 @'d' from Left Wall Edge vu/.85 @'d' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Actinq in Direction To Left... To Right... 0.349 ft 0.349 ft 6,192.85 psf 1,937.65 psf 1,937.65 psf 6,192.85 psf 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.000 psi 0.000 psi 0.000 psi 0.000 psi 100.000 psi 100.000 psi 5,673.60 ft-# .5,673.60 ft-# 32,522.00 ft-# 32,522.00 ft-# 5.732 :1 5.732 :1 Page 2 ANNALraYYSI! j GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-20C))tt tldaCrluiknot.com (FAX) 530-533-3551 Rev51000': Ilse, K'N Oci01 :' Li Vm 5 1 ? 1 1 1 199'1, W,02 . I ul ri l 111 m Ai Description DIA 17LINE General Information Title : MARCINIAK Job # C11 -1-'V8 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR O1 Description: NEW HOME scopo : I ATFRAI. ANALYSIS Plywood Shear Wall & Footing ALL Page 1 ANAINSI Calculations are designed to 1997 Nos and 1997 UBC Requirements 4# Plywood Layers 1 Wall Length 2.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height Uniform Shear @ Top of Wall 8.000 ft Seismic Factor 0,000 Nail Size 8d Wall Weight 0.00 lbs 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 3.200 Stud Spacing 16.00 in Footing Loads Past Left Edge of Wall 0.000 ft "02Z -� Vertical Loads... 145.00 pcf Wall Length - 2.500 ft Rebar Cover Point Load # 1 0.00 lbs at 0.00 ft 2,500.00 psi Point Load # 2 0.00 lbs at 0.00 ft Footing Width Point Load # 3 0.00 lbs at ft 12.00 in Uniform Load # 1 3,840.25 #/ft 0.00 ft to 2.50 ft Uniform Load # 2 0.00 #/ft 0.00 N to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 Wft 2.500 ft = 394.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 2.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft_# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length - 2.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft f c 2,500.00 psi Footing Length 2.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 3,152.Oft-#, Resisting Moment = 12,250.8ft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 7,469.4psf, @ Right = 7,469.4psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 3.583 : 1 V t I (;DA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 510-531-2060 (1113tr gtliknel.coin (FAX) 530-533-3551 TRIP: MARCINIAK Job # 01 -VIS Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME swim: I ATFRAI ANAI YSIS Rev: 10002 U e,:SKW 0601736. Ver 5 1.2. 13 -Jun -1999. Win32 Plywood Shear Wall & Footing j,-1 I lfi,l ".. Flit lu'f,f f Description DIA I -LINE 4--2.5' WALL Footing Analysis suffam Soil Pressures... Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Page 2 TERAL ANALYST. Lateral Forces Acting in Direction To Left... To Right... 0.349 ft 0.349 It 7,469.41 psf 661.09 psf 661.09 psf 7,469.41 psf 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.000 psi 0.000 psi 0.000 psi 0.000 psi 100.000 psi 100.000 psi 3,546.00 ft-# 3,546.00 ft-# 12,703.91 ft-# 12,703.91 ft-# 3.583 :1 3.583 :1 ` r 'GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 pcv s 1 nnm {^ IISY, )9L rN' N "' 1 EHCAu: C., a I 1 f L,.. 1•rri Wwl"".' »'C (cl l98lIt: Description DIA I -LINE --3.0' General Information # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing W.rT.V Grade C -D 8d 7/16" 16.00 in Title: MARCINIAK Job 9 Ci -VIS Dsgnr: KEN LENHARDT Date: 9:OgAM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing ALL Wall Length Wall Height Wall Weight Ht / Length _...._.... _..Page I Calculations are designed to 1997 NDS and 1997 UBC Requirements 3.000 ft End Post Dimension 3.50 in 8.000 It Seismic Factor 0.000 10.000 psf Nominal Sill Thick. 2.00 2.667 Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 It Point Load # 3. 0.00 lbs at ft Uniform Load # 1 3,840.25 #/ft 0.00 ft to 3.00 It Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 #/ft 3.000ft = Uniform Shear @ Top of Wall 0.00 #/ft 3.000 It = Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness 0.000 fl 3.000 It 0.000 fl 3.000 ft 1.00 ft 12.00 in Concrete Weight Rebar Cover fc Fy Min. Steel As %. 472.80 lbs 0.00 lbs 145.00 pcf 3.00 in 2,500.00 psi 40,000.00 psi 0.00140 Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 3,782.04, Resisting Moment = 17,641.1ft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 6,902.1 psf, @ Right = 6,902.1 psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 4.299 : 1 L„ } GD/Y ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965. 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 5I0002 '-'------- Iher, KW 0601736, Vn 5 1 2, 13.J 1. 1999. Win32 �• I �n i 111 IWAI Title: MARCINIAK Job # OI.OI S Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME 'Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 2 r\.Pr)�Ir�lc\�nlrriniak Prvu IATFRAI ANAL Y$1! Description DIA I -LINE 4--3.0' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.349 ft 0.349 ft Soil Pressure @ LEFT Side of Fooling 6,902.05 psf 1,228.45 psf Soil Pressure @ RIGHT Side of Footing 1,228.45 psf 6,902.05 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# ' Shears... vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 4,255.20 ft-# 4,255.20 ft-# Resisting Moment 18,293.63 ft-# 18,293.63 ft-# Overturning Stability Ratio 4.299 :1 4.299 :1 I GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 11,,., 111' 14x11 ' 11• V••1 '� I I l l�iii 1.1.1.1 Wu, l; / ' �aocssaesne::ma��oarrasnx�nmumpmar�¢aln�amim Description DIA I -LINE 4--4.5' WALL c� Title: MARCINIAK Job # Ot-Ci g / Dsgnr: KEN LENHARDT Date: 9:09AM. 23 MAR 01 tk:scription : NEW HOME Scope: LATERAL ANALYSIS oofl Shear Wall & Footing Page 1 im.ik vom I AI I IIAI APIAI Y';I'; General Information at 0.00 ft Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.500 It End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height Seismic Factor 8.000 ft 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.778 Stud Spacing 16.00 in 4.500 It = 709.20 lbs Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3.840.25 #/ft 0.00 ft to 4.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 157.60 #/ft 4.500 It = 709.20 lbs Uniform Shear @ Top of Wall 0.00 #/Et 4.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall .. 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# sting Past Left Edge of Wall 0.000 It Concrete Weight 145.00 pcf Wall Length 4.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 4.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 157.6#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 5,673.6ft-#, Resisting Moment = 39,692.5ft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 5,956.5psf, @ Right = 5,956.5psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 6.449 : 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 I11- 41111111.' I b.n1 KW tl1d11 1 11i W. " I? 1 1 I 1'1.1.1, Wml? . 190. JJ I III n• 41 - Title: MARCINIAK Job # OP of Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 2 ` f'�falerf'AlC�fl1firClfUlk erwl ATERAL ANAI YSIS 1 Description DIA I -LINE 4--4.5' WALL Footing Analysis 0.000 psi 0.000 psi 0.000 psi Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.349 ft 0.349 ft Soil Pressure @ LEFT Side of Footing 5,956.45 psf 2,174.05 pst Soil Pressure @ RIGHT Side of Footing 2,174.05 psf 5,956.45 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Walt Edge vu/.85 @V from Right Wall Edge Allowable Vn. Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 0.000 psi 0.000 psi 0.000 psi 0.000 psi 100.000 psi 100.000 psi 6,382.80 ft-# 6,382.80 ft-# 41,160.66 ft-# 41,160.66 ft-# 6.449 :1 6.449 :1 r GD4 ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda alquiknct.coin (FAX) 530-533-3551 Ila: SIWNI,� . Uter. M-0601736. W, 5 1 2. 13 -Jun 1999. Wm32 1:� 17111"i7I'M 111'AIr Title: MARCINIAK Job # 01• ui g Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR 01 Description: NEW HOME Scope: LAI ERAL ANALYSIS Plywood Shear Wall & Footing Page 1 r'\Pnerralr\marriniak erw•I ATFRAI ANAL YSI3 Description DIA 1/11 --LINE C--21' WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 21.000 ft End Post Dimension 3.50 In Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Hl / Length 0.381 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft , Point Load # 2 0.00 lbs at 0.00 ft ' Point Load # 3 0.00 lbs at ft Uniform Load # 1 218.b0 #/ft 0.00 ft to 21.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 368.40 #/ft 21.000ft = 7,736.40 lbs Uniform Shear @ Top of Wall 0.00 #/ft 21.000111 = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.500 ft Concrete Weight 145.00 pct Wall Length 21.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.750 ft fc 2,500.00 psi Footing Length 22.250 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 368.4#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 61,891.2ft-#, Resisting Moment = 65,709.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,708.4psf, @ Right = 1,635.5psf Sill Bolting: 1/2" Bolts @ 27.51 in, 5/8" Bolts @ 42.89in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.504 : 1 •,. GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 User' KW 0601736. Ver 5 1.2. 13 -Jun -1999. Win32 Irl 1.1:11 -PP 1 NI IWMI I' Title: MARCINIAK Job # 01. 0r 3 Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 2 c:\enercalc\marciniak_ecw:LATERAL ANALYSIS Description DIA 1/11 --LINE C-21' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 7.424 ft 7.259 ft Soil Pressure @ LEFT Side of Footing 1,708.35 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,635.46 psf Moments... Actual Mu @ Left Wall Edge 213.25 ft-# 454.18 ft-# Actual Mu @ Right Wall Edge 28.55 ft-# 19.03 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85,@'d' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 0.000 psi 0.000 psi 100.000 psi 69,627.60 ft-# 104,730.03 ft-# 1.504 :1 0.000 psi 0.000 psi 100.000 psi 69,627.60 ft-# 106,294.53 ft-# 1.527 :1 .GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # 01.0119 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR 01 OROVILLE, CA 95965 Description: NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (I -AX) 530-533-355-1 I° 5'°°°`13 -Jun -1999.P od Shear Wail & Footing Page 1 Rev. NW On0173n Ver S 12. WinJ' 1• r 1•.n r •�•� 1 ul m". c:\enercalr•\marciniak erw:l ATFRAI ANAI PSIS Description DIA 1/11 --LIN --13.5' ALL e--) , S t �A-� 5-�-"'N ON IOl/'t->IJS General Information calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 13.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Hl / Length 0.593 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft _ Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 218.00 #/ft 0.00 ft to 13.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 368.40 #/ft 13.500 ft = 4,973.40 lbs Uniform Shear @ Top of Wall 0.00 #/ft 13.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# F&oting umm_ri:1'4ti'7L°ffi�J'i6Tr Past Left Edge of Wall 3.250 ft Concrete Weight 145.00 pcf Wall Length 13.500 It Rebar Cover 3.00 in Past Right Edge of Wall 3.00_0 ft fc 2,500.00 psi Footing Length 19.750 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 368.4#/ft, Capacity = 380.000#/ft -> OK Wall Overturning.= 39,787.2ft-#, Resisting Moment = 27,155.3ft-#, End Uplift = 935.70lbs Max. Soil Pressures: @ Left = 1,331.4psf, @ Right = 1,390.2psf Sill Bolting: 1/2" Bolts @ 27.51 in, 5/8" Bolts @ 42.89in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 25.45psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.31 in2, @ Right = 0.28in2 Minimum Overturning Stability Ratio = 1.508 : 1 _............. _..- - - -- -- --- ---- --- - --� Simpson Hold Down Options Choices for LEFT Side of Wall to Footing....- Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs -HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs MD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs 'PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs 'HD5A, Capacity = 4010lbs GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gfla a,quiknet.cotn (FAX) 530-533-3551 Title: MARCINIAK Job # 0) -01 8 Dsgnr: KEN LENHARDT Date: 9:08AM, 23 MAR 01 Description: NEW HOME Scolw : I.ATERAI. ANALYSIS 11�.R" S .°°°' Plywood Shur Wall & Footing Page I. a � i•m 1 •r) I nim nn r: \r.ncir.;dr.\m;ucinink cr•,w'1 A I f,RAI ANAI YSIS 19escription DIA 1/11 --LINE C--13.5' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures— To Left... To Right... Ecc. of Resultant @ Footing Centerline 6.427 It 6.573 ft Soil Pressure @ LEFT Side of Footing 1,331.35 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,390.23 psf Moments... Actual Mu @ Left Wall Edge 6,108.24 ft-# 5,491.09 ft-# Actual Mu @ Right Wall Edge 742.22 ft-# 804.07 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 25.455 psi 3.317 psi vu/.85 @ 'd' from Right Wall Edge 2.902 psi 23.629 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 44,760.60 ft-# 44,760.60 ft-# Resisting Moment 68,509.53 ft-# 67,503.78 ft-# Overturning Stability Ratio 1.531 :1 1.508 :1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@gtiiknet.com (FAX) 530-533-3551 RN: 510002.---- u,m hW 0(.01 ? IA W. 5 1 7 1 1 tun 1+0 Weil? Title: MARCINIAK Job # 01-C)1'5 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NLW I IOML Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 1 Description DIA II -LINE 3--4' WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.000 It End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 2.000 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 296.70 #/ft 4.000ft = 1,186.80 lbs Uniform Shear @ Top of Wall ` 0.00 #/ft 4.000 ft = 0.00 Itis Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# LFooting Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 It pc 2,500.00 psi _ Footing Length 4.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 296.7#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 9,494.4114, Resisting Moment = 31,360.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 8,070.5psf, @ Right = 8,070.5psf Sill Bolting: 1/2" Bolts @ 34.16in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 3.045 : 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 I.' 1 11.... 14r, w... Ir pa 1'ul.l •1.11 NI 11CA11. Title: MARCINIAK Dsgnr: KEN LENHARDT Description: NEW HOME Scope: LATE Plywood Sher Wall & Footing Description DIA II -LINE 3--4' WALL Job # 01-01 '5 Date: 9:09AM, 23 MAR 01 RAL ANALYSIS Footing Analysis Lateral Forces Acting in Direction Soil Pressures... Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge _ Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Parte 2 To Left... To Right... 0.657 ft 0.657 ft 8,070.45 psf 59.55 psf ' 59.55 psf 8,070.45 psf 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.000 psi 0.000 psi 100.000 psi 10,681.20 ft-# 32,520.00 ft-# 3.045 :1 0.000 psi 0.000 psi 100.000 psi 10,681.20 ft-# 32,520.00 ft-# 3.045 :1 GDA ENGINEERING LAND SURVEYING ,220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev:51000. Ilse, FW 0601736. Ver 5 1 2. 13 -Jun 1939, Win32 Description DIA II -LINE 3:-T WALL Title: MARCINIAK Job #01.019 Dsqnr: KEN I.ENHARDT Date: 9:09AM, 23 MAR Ot Description: NEW HOME Scope: LATERAL ANALYSIS ,/41lywood Shear Wall & Footing Page 1 General Information 0.00 ft to `Calculations are designed to 1997 NDS and 1997 UBC Requirements '# Plywood Layers 1 Wall Length 7.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.143 Stud Spacing 16.00 in Loads_ 0.00 lbs Vertical Loads... 0.00 ft-# Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 7.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 296.70 #/ft ' 7.000 ft = 2,076.90 lbs Uniform Shear @ Top of Wall 0.00 #/ft 7.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 7.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 7.000 It Fy 40.000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in nmary Design OK VIAIPW�--.j Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 296.7#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 16,615.2ft-#, Resisting Moment = 96,040.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 6,353.8psf, @ Right = 6,353.8psf Sill Bolting: 1/2" Bolts @ 34.16in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Min imum.Overturning Stability Ratio = 5.328 : 1 GDA FNGINFF.RING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Description DIA II -LINE 3--T WALL Titlo: MARrINIAK Joh#OI•olle Dsgnr: KEN LENHAFtUT Date: 9:09AM, 23 MAR OI Description: NEW HOME Scope: LATERAL ANALYSIS Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.657 ft 0.657 ft Soil Pressure @ LEFT Side of Footing .6,353.83 psf 1,776.17 psf ,Soil Pressure @ RIGHT Side of Footing 1,776.17 psf .6,353.83 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @'d' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 18,692.10 ft-# 18,692.10 ft-# Resisting Moment 99,592.50 ft-# 99,592.50 ft-# Overturning Stability Ratio 5.328 :1 5.328 :1 1 .:1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 I Rry 511uhr" Wm .._- W L' 1, 1 1.01.1 •I.11 nl 1:. nl I. Description DIA II -LINE Title: MARCINIAK Job # 01.01 S Dsgnr: KEN LENHARDT Date:. 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & FootingPage 1 r.\I;ncrcalr.\nlarcunak ec_wa A I I:ItAI. ANAI YSIti General Information calculations are designed to 1997 NDS and 1997 UBC Requirements 1/ # Plywood Layers 1 Wall Length 7.500 ft End Post Dimension 3.50 in . Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d -Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.067 Stud Spacing 16.00 in Fy 40,000.00 psi Load- s 1.00 ft Min, Steel As % 0.00140 w 12.00 in Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 Wit Uniform Load # 2 0.00 #/ft Lateral Loads... Uniform Shear @ Top of Wall 307.00 #/ft Uniform Shear @ Top of Wall 0.00 #/ft Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# 0.00 ft to 7.50 ft 0.00 ft to 0.00 ft 7.500 ft = 2,302.50 lbs 7.500 ft = 0.00 lbs Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pct Wall Length 7.500 ft Rebar Cover 3.00 In Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 7.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min, Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 307.0#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 18,420.Oft-#, Resisting Moment = 110,250.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 6,275.4psf, @ Right = 6,275.4psf Sill Bolting: 1/2" Bolts @ 33.01 in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... - Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd c@D Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 5.517 : 1 i GDA ENGINEERING LAND SURVEYING Titlo : MARCINIAK Job # OI O'S 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 OROVILLE, CA 95965 Description: NEW HOME 530-533-2068 gda@quiknet.com i Scope: LATERAL ANALYSIS (FAX) 530-533-3551 — ------ I R" 510007 V.. •� 1 :' 1 1 1.,..Wu,I' Il,nl hW Ibdll ! In 14•rl Plywood Shear WAIT & Footing Page 2 ,.1'nl1•r1NI In AIS 1 �glhal;.11.�llblll-111L1111'I:W IAI LItAt. nNnl Yjl�; Description DIA II -LINE 1--7.5' WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... 1 To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.680 ft 0.680 ft Soil Pressure @ LEFT Side of Footing 6,275.40 psf 1,854.60 psf Soil Pressure @ RIGHT Side of Footing 1,854.60 psf 6,275.40 psf Moments... Actual Mu @ Left Wall Edge , 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... . vu/.85 @'d' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 20,722.50 ft-# 20,722.50 ft-# Resisting Moment 114,328.13 ft-# 114,328.13 ft-# Overturning Stability Ratio 5.517 :1 5.517 :1 i ' aZ t GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 u,.. .1! W" II.' v. t. 1:1 11 ho. r)ri, W"'J , i•fn i •r. i III u- ni sig Description DIA II -LINE 1 Title: MARCINIAK Job # 01-011 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Vniak erw- Page 1 General Information 0.00 ft to 7.00 ft Uniform Load # 2 0.00 #/ft Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers_ 1 Wall Length 7.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 1.143 Stud Spacing 16.00 in Loads Design OK Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 3,840.00 #/ft 0.00 ft to 7.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... 7.000 ft Uniform Shear @ Top of Wall 307.00 #/ft 7.000 It = 2,149.00 lbs Uniform Shear @ Top of Wall 0.00 #Kt 7.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 7.000 ft Rebar Cover 3.00 In Past Right Edge of Wall 0.000 ft f c 2,500.00 psi Footing Length _ 7.000 ft Fy 40,000.00 psi Footing Width 1.00 It Min. Steel As % 0.00140 Footing Thickness 12.00 in Summaryµ. Design OK Wall Summary... Using 7/16" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 307.0#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 17,192.Oft-#, Resisting Moment = 96,040.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 6,433.3psf, @ Right = 6,433.3psf Sill Bolting: 1/2" Bolts @ 33.01 in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 5.149 : 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@qtjiknet.com (FAX) 530-533-3551 a -+loon? IIcu1 �W Uolll., If. V"'. 1 I 1 Ina 1'1'1.1, Win 1,' 1• i 1'W 1 •1111 11 IWAI, Titlo : MARCINIAK Doli # 01.01 Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall 8 Footing Page ? r 11:nrrrr\n.. ..li ik rrw'I AII;I±1.... Wl YSI` Description DIA II -LINE 1--T WALL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 0.680 ft 0.680 ft Soil Pressure @ LEFT Side of Footing 6,433.29 psf 1,696.71 psf Soil Pressure @ RIGHT Side of Footing 1,696.71 psf 6,433.29 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Walt Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 19,341.00 ft-# 19,341.00 ft-# Resisting Moment 99,592.50 ft-# 99,592.50 ft-# Overturning Stability Ratio 5.149 :1 5.149 :1 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE= OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rrr.510002 Ilse, FW 06017.36 Ve, 5 1 2. 13 1urv1999. M02 1. 11'1;11 •1" 1111 V, Al. Title: MARCINIAK Job # 171.01S N-Unr: KFN I.(: NI IARDT Date: 9:09AM, 23 MAR 01 Description: NEW HOME Scope: LATERAL ANALYSIS P�ood Shear Wall & Footing \I Descriptioh DIA 11= -LINE D--2.75' PANEL General Information Page 1 AAIAI V(`Ir Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 2 Wall Length 2.750 ft End Post Dimension 3.50 In Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 7/16" Ht / Length 2.909 Stud Spacing . 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 218.00 #/ft 0.00 N to 2.75 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 223.60 #/ft 2.750 ft = 614.90 lbs Uniform Shear @ Top of Wall 0.00 #Ht 2.750 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 2.750 ft Concrete Weight 145.00 pcf Wall Length 2.750 ft Rebar Cover 3.00 in Past Right Edge of Wall - 2.750 It fc 2,500.00 psi Footing Length 8.250 h Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... Using 7/16" Thick Grade C -D on 2 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 223.6#/ft, Capacity = 520.000#/ft -> OK Wall Overturning = 4,919.2ft-#, Resisting Moment = 1,126.8ft-#, End Uplift = 1,379.05lbs Max. Soil Pressures: @ Left = 974.1 psf, @ Right = 974.1 psf Sill Bolting: 1/2" Bolts @ 45.32in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 11.63psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.502: 1 Simpson Hold Down Options �'!•-::��'a�••-S. -r. [ttlinh(1R t 4R}.415TnA.24Sffi!!i��F�R^'[t4A ..� .•.a _ _ w ,�eRne..eeswlaywiTa Choices for LEFT Side of Wall to Footing.....: Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 28151bs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs HD5A, Capacity = 4010lbs i I i GDA ENGINEERING LAND SURVEYING Title: MARCINIAK Job # 01.019 220 GRAND AVENUE Dsgnr: KEN LENHARDT Date: 9:09AM, 23 MAR 01 OROVILLE, CA 95965 Description: NEW HOME 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 2 f-Acneicalc\mai ciniak.ecw.1-ATEPAL AIJALYSIS Description DIA II—LINE D-2.75' PANEL Soil Pressures... Ecc. of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing .Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @'d' from Right Wall.Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Acting in Direction To Left... To Right... 2.745'ft 2.745 ft 974.10 psf 0.00 psf 0.00 psf 974.10 psf 2,531.12 ft-# 2,531.12 ft-# 575.70 ft-# 575.70 ft-# 11.632 psi 2.488 psi 2.488 psi 11.632 psi 100.000 psi 100.000 psi 5,534.10 ft-# 5,534.10 ft-# 8,314.97 ft-# 8,314.97 ft-# 1.502 :1 1.502 :1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 Project Address........ ******* Bangor *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards 01 -ad Bui ing � ripit 9-1 Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2989 sf Single Family Detached New Front Facing 135 deg (SE) 1 1 Raised Floor 16.5 % of floor area 0.66 Btu/hr-sf-F 0.68 10.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT FRONT RIGHT FRONT LEFT, TO GARAGE KNEE WALL, LEFT, BACK BACK -LEFT, BACK -RIGHT RIGHT Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (SE) 3.0 0.650 0.680 Standard Standard Yes Door Front (SE) 8.0 0.650 0.680 Standard Standard Yes Window Right (E) 12.0 0.650 0.680 Standard Standard Yes Window Front (SE) 20.0 0.650 0.680 Standard Stand,,a,,r4 Yes Window Front (SE) 5.0 0.650 0.680 Standard d Yes Door Front (S) 20.0 0.650 0.680 Standard Yes Window Front (SE) 10.0 0.650 0.680 Standard ,1Sk� a d Yes Window Right (E) 10.0 0.650 0.680 Standard— .Z.Ar�. S d d Yes Window Front (SE) 16.0 0.650 0.680 Stand,4r 4v" t dard Yes Window Front (SE) 4.0 0.650 0.680 Stan , It tandard Yes Door Front (S) 17.0 0.650 0.680 StandairdJO Standard Yes r� 4 ` CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (SE) 6.0 0.650 0.680 Standard Standard Yes Door Front (SE) 20.0 0.650 0.680 Standard Standard Yes Window Front (SE) 6.0 0.650 0.680 Standard Standard Yes Window Right (E) 8.0 0.650 0.680 Standard Standard Yes Window Front (SE) 20.0 0.650 0.680 Standard Standard Yes Window Front (SE) 5.0 0.650 0.680 Standard Standard Yes Window Front (S) 8.0 0.650 0.680 Standard Standard Yes Window Front (SE) 12.0 0.650 0.680 Standard Standard None Window Left (SW) 12.0 0.650 0.680 Standard Standard None Window Left (SW) 6.0 0.650 0.680 Standard Standard None Window Left (SW) 33.4 0.650 0.680 Standard Standard Yes Window Back (NW) 53.4 0.650 0.680 Standard Standard Yes Window Left (W) 10.0 0.650 0.680 Standard Standard None Window• Back (N) 10.0 0.650 0.680 Standard Standard None Window Back (NW) 15.0 0.650 0.680 Standard Standard Yes Window Back (NW) 15.0 1.060 0.700 Standard Standard Yes Window Back (NW) 33.4 0.650 0.680 Standard Standard Yes Window Back (NW) 15.0 0.650 0.680 Standard Standard Yes Window Back (NW) 15.0 0.650 0.680 Standard Standard Yes Window Back (NW) 20.0 0.650 0.680 Standard Standard None Window Back (NW) 24.0 0.650 0.680 Standard Standard None Window Right (NE) 20.0 0.650 0.680 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.780 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .58 50 R- n/a REMARKS t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12.38!13 MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 Modeling Assumptions section. DESIGNER or OWNER Name... Company. Steven Smith Construction Address. 1530 Winkle Drive Chico, CA 95926 Phone... 530.332.9595 License. 422969 Signed.. q 0 ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed..--L"'4'l�lAgaOJrZ/0JO/ date r k MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 Project Address........ ******* Documentation Author. Climate Zone..... Compliance Method Bangor *v5.10* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 MICROPAS5 v5.10 for 1998 Standards Building Permit Plan Check Date Fie Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence 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. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC 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, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 0 z b /R 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. WA 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. 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 pilots allowed. t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 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. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of 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 systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 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 requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft 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 inches 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). c MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence LIGHTING MEASURES 150(k)l: 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 Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment 1 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 Project Address........ ******* Bangor *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 16.91 17.91 -1.00 Space Cooling.......... 15.90 13.62 2.28 Water Heating.......... 9.53 8.67 0.86 Total 42.34 40.20 2.14 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2989 sf Single Family Detached New Front Facing 135 deg (SE) 1 1 ReducedYear Raised Floor 1 30842 cf 0 sf 16.5 % of floor area 0.66 Btu/hr-sf-F 0.68 10.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2989 30842 1.00 Yes Setback 2.0 Standard No A COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 MICROPAS5 v5.10 File -01023S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 514 0.065 19 135 90 Yes None PLAN FRONT 2 Wall 62 0.065 19 90 90 Yes None FRONT RIGHT 3 Wall 47 0.065 19 180 90 Yes None FRONT LEFT 4 Door 17 0.330 0 135 90 Yes None ENTRY 5 Door 40 0.330 0 135 90 Yes None ENTRY 6 Wall 383 0.065 19 135 90 No None TO GARAGE 7 Door 20 0.330 0 135 90 No None TO GARAGE 8 Wall 296 0.065 19 135 90 Yes None KNEE WALL 9 Wall 498 0.065 19 225 90 Yes None LEFT 10 Wall 568 0.065 19 315 90 Yes None BACK 11 Wall 14 0.065 19 270 90 Yes None BACK -LEFT 12 Wall 14 0.065 19 0 90 Yes None BACK -RIGHT 13 Wall 191 0.065 19 45 90 Yes None RIGHT 14 Roof 491 0.025 38 n/a 0 Yes None TO ATTIC 15 Roof 2593 0.025 38 135 19 Yes None VAULTED 16 Floor 2989 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 3.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 2 Door Front (SE) 8.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 3 Window Right (E) 12.0 0.650 0.680 90 90 Standard/0.76 Standard/0.68 4 Window Front (SE) 20.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 5 Window Front (SE) 5.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 6 Door Front (S) 20.0 0.650 0.680 180 90 Standard/0.76 Standard/0.68 7 Window Front (SE) 10.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 8 Window Right (E) 10.0 0.650 0.680 90 90 Standard/0.76 Standard/0.68 9 Window Front (SE) 16.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 10 Window Front (SE) 4.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 11 Door Front (S) 17.0 0.650 0.680 180 90 Standard/0.76 Standard/0.68 12 Window Front (SE) 6.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 13 Door Front (SE) 20.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 14 Window Front (SE) 6.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 15 Window Right (E) 8.0 0.650 0.680 90 90 Standard/0.76 Standard/0.68 16 Window Front (SE) 20.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 17 Window Front (SE) 5.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 18 Window Front (S) 8.0 0.650 0.680 180 90 Standard/0.76 Standard/0.68 19 Window Front (SE) 12.0 0.650 0.680 135 90 Standard/0.76 Standard/0.68 20 Window Left (SW) 12.0 0.650 0.680 225 90 Standard/0.76 Standard/0.68 21 Window Left (SW) 6.0 0.650 0.680 225 90 Standard/0.76 Standard/0.68 22 Window Left (SW) 33.4 0.650 0.680 225 90 Standard/0.76 Standard/0.68 23 Window Back (NW) 53.4 0.650 0.680 315 90 Standard/0.76 Standard/0.68 24 Window Left (W) 10.0 0.650 0.680 270 90 Standard/0.76 Standard/0.68 25 Window Back (N) 10.0 0.650 0.680 0 90 Standard/0.76 Standard/0.68 26 Window Back (NW) 15.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 27 Window Back (NW) 15.0 1.060 0.700 315 90 Standard/0.76 Standard/0.68 ,tv 7r COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence FENESTRATION SURFACES Orientation Area (sf) U- Value SHGC Act Azm Tilt Exterior Type/SHGC Shade Interior Type/SHGC Shade 28 Window Back (NW) 33.4 0.650 0.680 315 90 Standard/0.76 Standard/0.68 29 Window Back (NW)- 15.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 30 Window Back (NW) 15.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 31 Window Back (NW) 20.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 32 Window Back (NW) 24.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 33 Window Right (NE) 20.0 0.650 0.680 45 90 Standard/0.76 Standard/0.68 - OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 3.0 n/a 1 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 8.0 n/a 3 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 n/a 4 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 n/a 4 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 5.0 n/a 1 6 .25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 n/a 6.67 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 10.0 n/a 5 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.0 n/a 4 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 n/a 4 7.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.0 n/a 1 7.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 17.0 n/a 6.67 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.0 n/a 6 10.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 20.0 n/a 3 10.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 6.0 n/a 6 10.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 8.0 n/a 4 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 n/a 4 5 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 5.0 n/a 1 5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 8.0 n/a 4 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 33.4 5 6.67 65 1 2.5 2 n/a n/a n/a 2 65 2 23 Window 53.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 15.0 n/a 5 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 15.0 n/a 3 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 33.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 15.0 n/a 5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 15.0 n/a 5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 20.0 n/a 4 7 .5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.780 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 M COMPUTER METHOD SUMMARY Page 4 C -2R Prnprt- 'T'l fi l P MICROPAS5 v5.10 File -01023S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1. Storage Gas Standard 1 .58 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Marciniak Residence Date..05/10/01 12:38:13 Project Address ******* Bangor *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2989 sf 30842 cf Front Facing 135 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 15248 Glazing Conduction ............... 13043 Glazing Solar .................... n/a Infiltration ..................... 17543 Internal Gain ..................... n/a Ducts............................ 4583 Sensible Load .................... 50418 Latent Load ...................... n/a deg (SE) Cooling (Btuh) 7959 8478 11732 7203 2100 3747 41219 8244 Minimum Total Load 50418 49462 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Building Permit Plan Check Date Fie Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010235 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2989 SF. Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2989 sf 30842 cf Front Facing 135 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 15248 Glazing Conduction ............... 13043 Glazing Solar .................... n/a Infiltration ..................... 17543 Internal Gain ..................... n/a Ducts............................ 4583 Sensible Load .................... 50418 Latent Load ...................... n/a deg (SE) Cooling (Btuh) 7959 8478 11732 7203 2100 3747 41219 8244 Minimum Total Load 50418 49462 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ;ev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER /fin A / n9l1 I A5ZONI G BUILDING PERMIT OWNER MAR( :TNTAK Ra OWNERS MAILING ADDRESS 149() MMMOSTZ CONTRACTOR'S NAME STEVEN SMITH CONTRACTORS MAILING ADDRESS 28 JORDANS PL CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS 10 ORANGE AVE LAT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF * Duplex ❑ Mobilehome ❑ Other TELEPHONE SO. FT. OCC. BUILDING VALUATION 619-6 9-3015 , 530-1332-9595 PARCEL MAP TYPE OF WORK New I, Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RESIDENCE 3 BDRM 3BATH GARAGE & COVERED DECKS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inf II force and effect. License Class Lic. No. OWN WILDER 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ens 'on i uranc carrier and policy number are: Carrier Policy Number (The above sections need not be completed A the permit is for w rk 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 forth ith comply w:2� provisions. X _ Date ��� Si ure of APel ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction Total Valuation $ PERMIT FEE $ no - Filing Fee $ 20.00 Permit Fee $ 96 Plan Checking Fee $ OZ4.9b Energy Plan Checking Fee $ 23.00 MULTI-OUTIFT $ PERMIT FEE $ . PLUMBING PERMIT 00 aAL p t. 0 Fling Fee 20.00 Each Trap b 7.00-12.00 Solar or heat pump water heater Mobile Home Facilities 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 I PERMIT FEE $ 193.70 MECHANICAL PERMIT Fling Fee 1 20.00 Coolin 6.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP FLOOD I CDF I PARCEL I PO HDISSUE 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. Q /[ +, 8v iT��Datel 61//v PERMIT FEE $ 192.0( ELECTRICAL PERMIT Fling Feel 20.00 Main Service SS zoose00v OR oR LELEss 23.00 23.00- 3.GQMain MainService 200A TO to00A 46.00 ORR ADDNS. NST. ( ° IA''AccG9CUP 3.5¢F°: 127.7( NEW CONST. NON•RESID. MULTI-OUTIFT @7.50 POWER APPARATUS S SINGLE OUTLET CIR. _ Ex. Occup. OUTLET OR FIXTURES 00 aAL p t. 0 Ex. Occup. OFUTLETS RES D OR 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 I PERMIT FEE $ 193.70 MECHANICAL PERMIT Fling Fee 1 20.00 Coolin 6.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP FLOOD I CDF I PARCEL I PO HDISSUE 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. Q /[ +, 8v iT��Datel 61//v QI` Wj 917 ce Ss qy a INayvd3::��,��,,�h vi�4ra ne KJ) 31L'G ,• 70 y e"K hK£'s�r sgnr Li3wW�.� — o..;..®,. 21,4 1?y 6i'VI°'/­i�'� G v'fj i r �� ��34.441i ®"°"awe ro 9 �y --0_4 `.� ,r2i1>' 7.'I�IMl _._ fqWN L I I OL I L— 01 — tv� ,41 iof , ! •1J��IX01 I �;/ -� ', mot#{?' i�s4ti?!IS 9 � �(I w �I I � �_ ^! J'ay�4� ,,�•;,I — y ,.�a'� + � v�1 Q y��°�'0 „� WA 1 (.. u4lvw,> V' I +i - j — I / -2,; Y-/� k1A 1 rI �t U; S 0 �/11V �d� '_1r * rnrn ht, +' �1nsu�ll�,c�.�J-��31y uuWs•aww,s �� �� X•��i NVOIF -TWA ar N 071 � I Lk vil III Moll _ f IT ArM 1`9 01'P I o I N q NOTES RESIDENTIAL i� k 028-440-029 02-0374 } MARCINIAK, ROBERT 10 ORANGE AVE., BANGOR + CONT: PERFECTION POOL. ` NF.W.PC)Cll. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED ( at Signature x L t ti j� i y RESIDENTIAL i� k 028-440-029 02-0374 } MARCINIAK, ROBERT 10 ORANGE AVE., BANGOR + CONT: PERFECTION POOL. ` NF.W.PC)Cll. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED ( at Signature V = OK 0 _ Not OK = Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1. Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4 -Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances i s; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 0l Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector lec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in CoAduit Hea3twifepartment Approval 11. Cert. of Occupancy PI .; Cir. Test-ater S u po Test 12. Permanent Foundation Only; License Decal Light Niche Date Card B-1 Date Card B-1 Date. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card 3-1 Date FINAL (Plans) OK except #'s 4 -Setbacks -Easements i s; Compaction -Structure Stability 3 0l Structure; Steel -Connections -Thickness Dead Men -Lining lec.; 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. 9. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in CoAduit Hea3twifepartment Approval �-i.. 1. PI .; Cir. Test-ater S u po Test Light Niche Date Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped B. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 'Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes D No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Ceriificate-Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V *. (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 02-0374 PERMIT NO. -ASSESSOR PARCEL NUMBER 028-440-029 ZONING BUILDING PERMIT OWNER ROBERT MARCINIAK TELEPHONE SO. FT. OCC. BUILDING VALUATION CONT 27,000.00 .OWNERS MAILING ADDRESS 0 ORANGE AVE, BANGOR CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 1895-0437 CONTRACTORS MAILING ADDRESS 897 F 20TH ST, CHIGO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 27 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 265.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 10 ORANGE AVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 308.00 LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water'heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: :P0 D 1 `ryv�`� r ®0 ` Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (LD20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AoRtESS 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 Vll force and effect. /� { C License Class _ Lic. No. IP tO 5 �" 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. m e My workers' cc nsation insurance carrier and policy number are: Carrier � (r C) IOW Policy Number — 25'2— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comRly with those provisions. X Ju, QL�Date Signa re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEU.ING OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.5¢FT, R.. MULTI-OUTLETCITS @7,50 =RC.,.. POWER APPARATUS a SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FIXWRES @''50 sAL p .w Ex. Occup. DUTLEETS pESIp,OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring E23.00 P00I EI EC PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 93.00 HAZ. D. FEES IMP FL5 CD PD PARCEL D yI XX This permit is hereby issued under of the Butte Coun odeand/or indicated ab f i f s have By PERMIT EXPIRES OReceiptNo. the applicable provisions Resolutions to do work en paid. Date Z7//%f�S Date 343272/$393 00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT tom_ nq,l_ 1 EMIUSE ONLY Plot vsAA anec hZed Floor Flan At cited Sent to 6.0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Dispose Water Supply: Public Private We e Clearance for dwelling. Other. M, L__ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ice'$; «,.,,..Tw4'..Li �v+C'\w*tr',�•p!°��--w'te.'..`l.:IAy:�C�P."P'•'_r;.;E•�::+�3e4iS7"a�i"{,:,1.^'Zy�t r�'�`u'��'�.'�.�v;�c�.i�?,�4r�`1.��. v—.iarrrr. _.sr:y,., .5. '.S?. ..+1 , s i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION I 7 County Center Drive; Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET t.OWNER: �\O, rc, n I C/I ASSE SO PPIRCEL NUMBER CSS (- J" `5� 44- I '9 o - Proposed Building Use: ' Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR ma ed NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. r Complete plans, 3 or 4 sets, signed by the preparer of the plans. JOK3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or. foundation plans, all in duplicate. ' ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. J (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. W. - Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other . Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ ❑ 45. Statement of Intent for Non -heated and A/C Buildings ........................................... 6. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ....,,0'20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........................................................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been i form of the abov items and requirements for obtaining a building permit. Applicant: Date: o� ZZ /0-2- 1. OZ 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Yellow: Building Division Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: _ Structural approved by: Date:_ Date: COUNTY -OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: TRIVEST LAND CO. ADDRESS: 468 CENTURY PARK DR. CITY &STATE: YUBA CITY, CA 95991 DATE OF CLAIM: 5/27/98 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT.• SEE INSTRUCTIONS MI RG\/=RCC cinC DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER SOLD LOT. (A.P. #028-440-029, B.P. #96-2102, RECEIPT #206090, DAfED > , DATED 6/16/97, OWNER: TRIVEST LAND CO.)TOTAL ' AMOUNTPAID ................................ 1,889.55 RETAIN REFUND'PROCESSING FEE ............. 25.00 RETAIN BUILDING PERMIT FILING FEE ........ $ 20.00 RETAIN ELECTRICAL PERMIT FILING FEE ...... $ 20.00 RETAIN ENERGY PLAN CHECKING FEE .......... $ 23.00 RETAIN SRA PLAN CHECKING. FEE .............$ 43.00 TOTAL AMOUNT TO BE RETAINED .......................$' 580.00 TOTAL AMOUNT TO BE REFUNDED ......................$1,309.55 TOTAL $1,309. :55:] 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this — day of AW! �, 19 at0! Calif. Signatur , of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or a 1 e specified abo ave en performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) f t Dated this 27TH day of MAY , 19 9$at OROVILLE , Calif. epartment Head or Authori-z'bdDeputy Dept. Code 440-002 Exp. Code 4210500 FOR $974.5-�PAYABLEROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: o©�Oq a �:; � _-� (- �` Z) a Pjqo7 Tees Ketainea: t V Processing Fee: V6dg Filing Fee: VPIbg Filing Fee: VElec Filing Fee: ✓Mech Filing Fee: Energy P/C Fee: vflfian Check Fee; Inspection Fee: $ VS'RA Fee: ��G $ - Total Amount Retained $ c TOTAL REFUND DUE $ 0�� r) �, S -s- - S3,3. co , I REFUND CLAIM APPLICATION CLAIMANT'S NAME -)"-rr ve-S f G.4 he (20 MAILING ADDRESS X108 ��`�`�'�� � ��/���� YOW elf -y CIV. 953x91 ASSESSOR PARCEL #: ()JR-- ©c�! RECEIPT NUMBER(S) 4 o4 6 4D - /D/-jja-i/D r 9a 9, 95yz�a�3�l�q 3�d� 91/6196 4/!G/?9 e"/'a/,�> Request a refund of fees paid on the above receipt number(s), for the following reasons: /i07_ -%AAO 7-0 ii/C I -Inca E: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) (�() Building Permit Fees Sheriff Fees (x) SRA Fees (CDF Fire Planning) --r---man-AFee-F-ees— Disposition of Plans: W) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. , SIGNATURE . DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/ � I �. APPLICATION AND PERMIT 60 ASSESSOR PARCEL NUMBER 028-44-0-02 ZONING A-5 BUILDING PERMIT OWNER TRIVEST PARTNERS TELEPHONE 671-4600 SO. FT. OCC. BUILDING VALUATION 1616 R 87 264 OWNERS MAILING ADDRESS 468 CENTURY PARK DRIVE, YUBA CITY 420 U 7,560 CONTRACTOR'S NAME TELEPHONE 120 COV 1,560 CONTRACTORS MAILING ADDRESS Fireplace 0 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 97,884 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 630.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 409.00 Energy Plan Checking Fee $ . 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 730 AVACADD AVENITE, BANGOR PERMITFEE $ 1,083.301 PLUMBING PERMIT Filing Fee 20.00 Each Trap 81 7,00 56.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 XX USEOFSTRUCTURE SF XDuplex ❑ Mobilehome ❑ Other J -SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 0 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK Newts Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM - Mobile Home S G W @20.00 PERMITFEE $ 136.00 Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service EOOV OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f orce and effect. (y//'� 6 �[ icense Class UI E L (((00O V l OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under So Business and Professions Code for this reason/ /--2&���1 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. ) so. 3.50 FT. 71 -25 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL. .SO Ex. Occup. ( OUTLEDrs RES D.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 F PERMITFEE - $ 1/1.25 Contractor WOR CERS' COMPENSATION -DECLARATION �l 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, I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen on insurance carrier nd policy number are: C-) �toIe r � Carriervt (` Policy Number Q13 &A - (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' compens 'on provisions of section 3700 of the Labor Code, 1 shall forth Comply h those provisions. X '-- - ''�`Zpw __ Date _�-� 8lgnature of Applicant - ❑ Owner ❑ Contractor ❑ AgentAn OSHA permit is required for excavations over 5'0" deep and demolition or construction�a structures over 3 stories in height. � f MECHANICAL PERMIT Filing Fee 20.00 Heating 1 9.00 Cooling i 5 -nn Hood 6.50 i Ventilation 4 50 PERMITFEE $ 6100 Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ °°_3 coNs�[YPE TOTAL FEE $ 1, 440.55 HA2. _ D.11FFVE IMP F D X F P EL ME `�° This permit is hereby issued under of the Butte County Code and/o 4atabove for whi fees h / ESON the applicable provisions Resolutions to do work e been paid. j�of eReceiptNo. 76 (Date) 206090/512.80// 9� 9 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •'.. , r.,y .,. ... � ;_.. 4.. +�`t; ,1 S4��j+,1•�.$:z",!"R�''`"'RiD:iI1.Af'..,,f���,¢,,�•:^rw.r-'v'•'.,�".a'Yr;•v�}'.-.., r �� 4I r e� COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; CAt IFORNIA95965 - TELEPHONE (916) 538-7541 r OWNER I Irl �/PS Proposed Building Use_ PERMIT APPLICATION DATA SHEET i Pa--ham� Building Inspector P. No. ::Q$ " L-. Date -aa 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. Mobilehom ,an.�l, Snanufacturer's installation instructions, 2 sets. .............. 10. Fees of $ �[• "� J ....... L 11. Impact fees as shown on attached schedule. .. 11 12. alifornia Department of Forestry plan approval/fes 2�1T .�[(1 lelt� ..... . Flood elevation letter (100 year flogd) by I•fornia Engineer. . . y 14. Sanitation and plot plan approval (J Health Department. .........../n 15. City of Chico plumbing permit . ........................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. _�_ 19. Driveway permit (construction approval required prior to occupancy)..i rr./..1 . Pre -Inspection reque 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Claassifica ion . 22, CVrtifreal°e�f Workmans Compensation Insurance. �t tc ✓�!-?! :..... G 23. Owner -Builder Verification (Given to owner , Mail to owner _)....... r.-�. 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 check list . ..................................................... 33. 34. Whe you issue the permit, rocess as follows: Ml*,11 to ow9gr. Mail to contractor. Telephone&!1-OO and hold for pickup at ()C"Ov1 u r office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date t Copy of plans sent Health Dept. Fire De . Other Date By The following data must be submitted prior to p rm• issuance: Cir le new i em not checked above). ;. 1. Index permit for above items No. 40 &11 2. Additional items required: Sa,attactor, designer,- nen was advised of a ove required data by phone _ mail Counter by _ Date s' Contractor, designers ow�n�erMasdvised of above required data by _ phone _thail u r b Date Plans checked by {'{�(Date (0 - Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance • MIMt .t. Plan Approved for: Sewage Disposal A Clearance for bedroomhome. Other E.H. USE ONLY Plot Pima AWched Poor Phn Amched Sent to B.D. 10 — 7YM Q Water Supply: Public Private Welll Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date Q /U7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 P OWNER PROPOSED BUILDING USE�,t,Z' A. P. #�o $-4Lkp- pig DATE , REC. # DATE REC 0�1. SCHOOL DISTRICT FEES nv (paid at District Office) &K"2. SHERIFF FEES (paid at Building Division)uo y� Residential...... x =$ L dd�70 1�� unit amt. Commercial (sq. f`.) . x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft.) .. x = $ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) �.' SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER ago g �� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE W 7i,"UV, i-' Y•r • ` r� ? [ r �'v� f ,. BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One Form Pei Building) School District 01k Building Department No. . A.P. Number— 440- Jurisdiction, CityCounty Property Owner Property Locatic 4e Subdivison Lot No. Residential Development 0 No. of Living MHI Addition Units 99 Sq. Footage (Group R) Commercial/Industrial 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) t9//& A -... B ildi g Department ep esentative Date` (Floor Plans reviewed by School District Personnel) * Ix r a I,dentific11�tAV No. 970146.. 1 YLL / School District certifies t S11�Y/LC AS,(_ (Street Address) �: / (` (Phone Number) Q J (City) v (State) (Zip Code) has complied with the requirements of Resolution No. b p q � y payment of representing /,� square feet. AB 2926 $ FULL MITIGATIO $ School District Representative Date Paid by Check # �� Remarks; Bank Number Paid by Cash 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) feeformmkl (11/94)dmm C 5 H And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 - 97-021737 -CbMPA1�TRED .,ORIGINAL DOCUMENT JUN 161997 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT - FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code rrequires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein_ is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers:* and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: Date:—(,, I �,A\qv-) PROPERTY OWNERS: State of California ) County of ) On u 01 before me, _ IS personally appeared ov 0 ' . -:�, ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) 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. J. A. YVILSON Comm. *90.55'7780 g • 0MOTARY PUBuc CR: FFOHktA® I@ Mn—MA cru vry 0 Signatur, « Seal: I - �. ODn-. t*. Jury 29. is99 1 A.P.#L4.�'v� ss-oiii7 3 93126L26.LGU41 Page 1 of 2 All that. certain real property situate in the County of Butte, State of California, being a portion of the west one-half of Section 21, T18N, RSE, M.D.M., described as follows: Commencing at the southwest corner of said Section 21 thence northerly along the we line of said .Section 21 North 2°02'37" East 1029.30 feet to a point on the northwesterly right of way. line of that certain county road known as Orange Avenue; thence northeasterly, along said right of way line North 57°39'08" East 1751.99 feet to the true point of beginning of the following described parcel of land; thence from said true point of beginning, leaving said right of way line North .31°33'06" West 635.00 feet; thence North 56°33'35" East 475.00 feet to a point on the southwesterly, right of way line of that certain county road known as Avacado Avenue; thence southeasterly, along said southwesterly right of way line South 46°10'13" East 35.00 feet; thence along a curve to the right with a radius of 370.00 feet, through a central angle of 36°09'33", an arc distance of 233.51 feet; thence South 10°00'41" East 86.42 feet; thence along a curve to the right with a radius of 420.00 feet, through a central angle of 11 ° 15'28 ", and arc distance of 82.52 feet; thence along a curve to the left with a radius of 480.00 feet, through a central angle of 27° 15' 15", an arc distance of 228.32 feet; thence along a curve to the right with a radius. of 50.00 feet, through a central angle of 103°04'16", an arc distance of 89.95. feet to a point on the said northwesterly right of way line of Orange Avenue; thence southeasterly, along said right of way line South 77°03'49" West 21.58 feet; thence along a curve to the left with a radius of 330.00 feet, through a central angle of 19°24'40", an arc distance of 111.80 feet; thence South 57°39'08" West 130.00 feet to said point of beginning, containing 6.33 acres. SUBJECT TO easements, rights of way and rights of record. PROJECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE ' lo- I -q Co DESCRIPTION OF STEP 12 4'rc4 = s calc s lawn re; cu rne-c� 1�la,�s rec�,�xed c-a�P,Q 4o 2/ Z�5 ?W0Z fl C�►�,E �'�`�- Cmc Fob l Ur o PLAI4-No. I(v — lc-Pr(L�✓ � DATE��� E j NT v�sr �i Onn JOB No. -,")b DUI - gA SUBDIVISION V2A Aa-u1k.1�.lnj LOT No. SHEET _� OF LATERAL ANALYSIS RECE'V-7r ; Design Criteria: Seismic Zone III 2 9 1996 Wind Exposure 'C, 75mph wind q =14.5, Cq =1:3, I = 1.0 P = Ce Cq qj = Ce x 1.3 x 14.5 x 1.0 Ce = (0 - 15) - 1.06 P15 = 19.98 psf P = 18.85 Ce (15 - 20) - 1.13 Pm = 21.30 psf (20 - 25) - 1.19 P25 = 22.43 psf Check for controlling condition using typ. 1 ft. strip (25- ) P = SEISMIC V = ZicW = 0.3 x 1.0 x 2.75 W = 0.103 W R. y '! Direction: 8 Roof = - (;`L (;`L x i-`7, = I MoD # Walls= -7`� Z x IS = 210 # # x.103 = I S6o pif WIND Avg height= 12> ft. P - 1`1.`18 psf 6.1 Direction: Exposure to wind x P x li • 98 = 180 p1f OwD Cpi tTk&U Htyj eIL 15 WA _ 9. 3 iLA OM WA -1. PA w rtS Ls-�c.e*aD D/ulu oPTIOU Acco"Awc.E WiTh SezT, V,iU , up�,c -- -- NON-CDuFORMItJC� V-WLL f4NA-L-*/SIS oQof Mlo/yq! `c,S Q S y0 Fy�2 o �^ sj, IVIS ��P 9TF OF CA1-IF�� (3 e 1410\ L ,. O rim5m LATERAL LOADING SHEARWALL DESIGN WALL CONNECTION Zone Area x P = Load . L (il) V (plo Shearwall L (R) V (plo Connection ' 604 ��' 1%7"r -D Pay yea (t 110Imo PI,� Gabe a 1. 2o►g4L �Od@ 3 edQ " jet o REG/sT�°pF . R OJ' o z ~ T a Cn 9 ,,ani L ,. O rim5m _Plan No. �= IH T-- , — S" ,1 1 WALL STABILITY WORKSHEET D. i .. No. • i Sheet _� of 3 Di am Wall Shear e Deadload Roof oR w Overturn Moment MOT Mnl R Holddown Regyred ' =oNt �fl� G►All.4Cs� uJwG w NDa, jai ��c �ZS los�x S 1 D� � l 1-76 x y x '18 1 v to 74t y q� 560 7D�9 f# 91,75 1# Z 3o3g 14W Xe H bSA t/06 QR FESSIOy9` CD 00 . lFG� LIF4R�\P 400 ICU,, `, {' �` ((•r ` t k �t A � `� � � - S• ' Wi CA j r S �,� �; < �. ' i •. � � '.s SL's � S 1 i'A ; � �� f AtWj Lo 3, f , I k 14 k �f 1� /e 3I Z-4�1 7 Plan N6. 1 b6' /W - 2 C'4,— &I44d Z 5�psl f'•) 7`t,�syiil� /'Qom/�i�/irty �oosy� ,;,��// l- 33X saa K('ji= Lel-� rr?5�o 2XOY a 4E / /04.j { V? 7 >,� A "oG. lDva�• �- % ory %� t:r� �:�?� Sip1[uQ� :.. �� - /bd x'221 , I V—� biz+wd � !rJ R+d o U 4 T T . C-55267 SEP 3 0 2 Civil OF ZZ7�C�z = Z;�U /`��, - ' 7ZY/,3 J l� 1 /Z ` i (/lye �iyNL'yL P/4n & Loaf- �vIVa. -aW/ hhkw�-,A- A� 2 -27X6 -S = /x/75 /16 -r=- 3 '3 Xlo x c all Dlt 6 5X/3V7 =s9/ �_... _i,`%`��=. fi �pFE N . C-55267, 2r� W SEP 30 M T Cl VL 9� OF -4 ham. AAr . Nis LACI ^ _ : �1.j.A "U RA L 'h./=A L'.. A N, ? _A - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 10/01/96 FAX: (916) 538-2140 TRIVEST PARTNERS 468 APRK DR YUBA CITY, CA 95991 -Re: B.P.#96-2102 A.P.#. 028-440-029 With reference to the above subject, -attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ X] Other Action Required: [X] Comply With Plan Check List . [ ] Resubmit Plans with Revisions�As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ X] Other Should you have any questions, please contact this office at the address or phone number listed above. _ Sincerely, MARTHA WHITNEY - PLAN CHECKER ,r Permit Applicant: TRIVEST PARTNERS Assessor Parcel Number: 028-440-029 Permit Number: 96-2102 Date: 10/1/96 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specficatfons and calculations as follows: PLAN MAY NOT CONTAIN OPTIONS. DESIGNATE ON PLAN WHICH FLOOR PLAN YOU ARE USING. DISIGNATE WHICH EXTERIOR MATERIALS YOU WILL BE USING. ELEVATIONS AND BRACED WALL PANEL MATERIALS ARE TO BE DESIGNATED. METHODS NOT USED -ARE TO BECROSSED OFF OR ELIMANATED FROM PLAN. PLEASE BE SPECIFIC. REMOVE FROM TRUSS CALCS ALL TRUSSES NOT TO BE USED WITH THIS PLAN. NO OPTIONS. DO WINDOWS ON FRONT OF HOUSE AT ROOF OPEN INTO LIVING SPACE OR ONLY INTO ATTIC AREA? 4/ SILL NAILING IS REQUIRED FOR INTERIOR BRACED WALL PANEL. PLEASE CALL OUT ON PLAN. PROVIDE LOCATION OF HVAC AND ATTIC ACCESS. IF LOCATED IN ATTIC SPECIFIC TRUSS MSUT BE SIZED FOR ADDITIONAL LOADS. rY DETAIL 10 S/5 DOES NOT MATCH NOTE CALLED OUT ON S/3 FOR STRAP LOCATION. CORRECT. ,7• ENGINEERING TO BE KEYED ONTO PLANS. HOLD DOWN AND ANCHORS SHOWN IN CALCS ARE NOW STRAPS ON PLANS. CALL OUT SPECIFIC STRAP AND SHOW LOCATION. EXTERIOR WALL OF CHIMNEY CANNOT BE USED FOR EXTERIOR BRACED WALL PANEL. PROVIDE ± ENGINEERIED ANALYSIS OF THIS WALL. 99! ADDITIONAL PAGES TO PLAN WHICH HAVE BEEN SUBMITTED NEED TO BE INCORPORATED INTO PLAN. REMOVE PAGES THESE ARE REPLACING. TWO WINDOWS INENERGY CALCS SOUTH (FRONT) - SHOULD BE NORTH (RIGHT). WHO SIGNED TRUSS CALCS AS BEING REVIEWED. PLEASE PICK UP PLANS AND TRUSS CALCS AND ENERGY CALCS AT OROVILLE BUILDING DEPT. LOCATION. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER L A N D U r N A I U KA L W E A L T H A N D B E A U T Y L� BUILDING DIVISION Trivest Partners DEPARTMENT OF DEVELOPMENT SERVICES 468 Century Park Drive 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Yuba City, CA TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Single Family Residence Date: 2/20/97 A.P. No. 028-440-029 Permit #96-2102 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans , [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary (or keyed details) [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, George R. Kellogg Plan Check Engineer SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Trivest Partners Permit #96-2102 Date: '2/20/97 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: For wall in left elevation (family room/living room wall considered in sheet 4 of 4 of calc.) . ) Provide design for top cord splice based on design loads. r .2) Provide analysis checking the stability of the 12 ft. and 6.5 ft. walls separately or include wall openings in a analysis of the 21.5' wall used in the calculations. .vs),indicate clearly.on the plans what the shear wall construction is to be: Current plans have what appear to be conflicting call outs. 2. Provide all remaining information requested in the previous plan check letters and permit application data sheet. �V7- � ��� RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: r V�S� Par-ine,�'� BUILDINGP ER: q(o Z 1 D Z PLAN CHECKER: • A. P. NUMBER O `Zg J 4qO - oa 9 GENERAL:" ' ,l! Zoning requirements: _(side yards and number of permitted living units). x Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. .. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). __ ^T Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. . Other buildings or structures. - Grading, fills and/or drainage. Flood hazard. . Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). �^TI TIT AAT. ' • 1 , Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409& 2603.7). '. Glazing in Hazardous Locations (Section 2406). . Required room sizes, ceiling heights (Section 310.6).' ' G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). , Fireplace and wood stove location, alcoves and clearance. ' Smoke detectors (Section 310.9. l ).. • Plumbing fixtures, water closet clearances and shower size. Conventional Construction ,Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered desigri (Section 2326.11,3): Clerestory requiring balloon framing and/or engineering. t Three story building requiring engineered calculations and. plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall.construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties 'or bearing ridge beam. Fireplace construction details and calc. if necessary. lo Garage door and/or porch'header sizes. Stud heights. Adobe soils : special foundation design. Retaining walls requiring'design. Special Inspection requirements. ' t Header size. Sheetrock nailing inspection required?, . aQ 1 July 1996 3.2 _"""j L ClJ it Stairway details: landings, rise and run, head clearaiice, handrails (Section 1006); Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior.plaster - weep screeds (Section 2506). ? 71 • fix? w►� 5 'Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). �Ya�1 ' ( cow' ch W ►^dt.4,,_-3 O Ve, Foam insulation - protection. GsC 7 36" halls and stairways. 2 i,�� (0YAA-,� �) I'D 'A l Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three -story dwellings (Section 1003). � • ®UG +v-"56 W� � d0 Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). yo.t ���,{ (p sfwi t iG p(Qr, Combustion air for fuel burning appliances - L.P.G. requirements. I�0 0 ��O►'ti� Noise requirements on duplexes. p Energy design. Wr W Flashing at all exterior openings. , .�y 5 cak C.D.F. responsible area requirements. Meg, 06 Ke_ u c e- Z if plan tok►tA Floor plan y&a are use,- and Which e,xle vidY knCae'ri al5 o u CU's use n Plea � ._ y 9 by e u - c • I�-(��hvds rla� used OV, -f o ,(-e, �YO66ed D p�(aroyl . �%va�ens are -{a Ye�/e Cor�'eG� CXkrlor rx.0_4e r' s. 4o ptaiq wl� hate, ,! ee-) -ern; ff eof need 40 � ih �oYpo*-a.fe d « /�� Rmwe, paq.&-#uA.P- cure- leqlazlk�j . &klr-;oK Wali 4 c%%moe c�no� L� y e • eer��{ exkr i ole Walceld ".rLil j�cvr�el . �'o vide ren u� I aria ybi's o� w� �r -�o ,(a� KeY�d c�k p j" s . blQ d euJyc. d- ✓►eerIn v�G{P� V to CO_V_S ` t�Yo Com' 81'1 rvial/�I . 1 V - _f,kac4- �+Mf �o be, u.,�cd R41A 'b4W p 1" s. ,��, �YDUid� �ocafipn o� i�V�G �'G azele�s. ci�'�c �rw� Y>tiuSt 5�2 c1 •%Y a.d.� klo•� 1 toads loco.#ed in C, ,• i o lbs does r26 -t Ana, h n L eel locos sn . eorred% rO.ik► l-etwred 4dl, l.46rior Waced WO fzdne( - W J ly 1996 &U j- &tA to W1 .?.r. , 3.3 Yae i/11 { e rie.vg y .................... ry')A f�e / 0 10 K ;?vSFe-r rn OR C WF9? 7,E'- L. pd, '84136,0 ul Z-07 Aj V .t a� V "1 7- n. AN L -A cg IT, n. AN L -A cg Ll I ON FLOOR PLAN 7z N, Elm a -tit .0 A t S:N 14L Cli (up Z. r> x rT( II FLOOR PLAN 7z N, Elm a -tit .0 A t S:N 14L Cli (up NOTES a I RESIDENTIAL 028-440-029, 03-0561 PERMIT NO. ! MARCINIAK, ROBERT - - --- - :- 10 ORANGE AVE, BANGOR Cont: OWNER 4 GARAGE CONV/SF 14T -c: �q D d s _ ,dee- eyed d 5Ar `� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /d�iis .s'io'v UU w XG a JOB FINALED (D Q �G'17 Signature J=OK 0 = Not OK . = NotReadble �r 1. MOBILE HOMES .. Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer; Location -Test -Fall -C/0 -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect Light Niche - 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. .Exits 10. License Decals 11. Verify #'s with Office MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Carports; Windows -Doors 7. Electric 8. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 84. 1. Zoning -Setbacks -Easements -Flood -Slope 85. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Water Well, Disconnect, Electrical, Plumbing 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 89. Ventilation Throughout House 5. Stemwalls, Main; Steel-Blockouts-Wrapped 91. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 92. 6a. Hold Downs and Special Anchors 93. 7. Slab, Steel -Wrapped 94. 8. Piers -Fireplace Ftg.-Steel 95. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 96. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. Comments at Final 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec: Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 84. 47. Hangers -Post Caps -Anchors -Connectors 85. 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Water Well, Disconnect, Electrical, Plumbing 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 89. Ventilation Throughout House 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 91. 52. Garage Fire Protection Framing -RC Channel 92. 53. Property Line Firewall & Openings 93. 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 94. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 95. 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 96. 57. Siding -Nailing Veneer Date 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 59. Glazing Area -Glass Protection -Skylights -Plastic Date 60. Shear Walls; Nailing -Bolts Comments at Final 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date C B-1 Date Card B-1 Comments at Final COUNTY OF BUTTE ,,DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 Ditj Al� (Rev. 12196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 022-440-099 ZONING A-5 BUILDING PERMIT OWNER MARCIN TELEPHONE 079-0878 SO. FT. OCC. BUILDING VALUATION 547 — R 10,940 - . OWNERNG'S MAILIAD RESS Po Box BANGM, CA 95914 10-9 11 1 189 - CONTRACTOR'S NAME TELEPHONE 117 —1,591 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 11 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 10 ORANGE AVENUE BANGOR Energy Plan Checking Fee $ 3.4 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 1 7.00 700 USEOFSTRUCTURE SF)g Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other Describe Work: CNV.GARAGE TO FAM11YR00;MM GAMEROOM4 STTTTNG ARRA Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE = 42.00 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LE Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DwELUNo occuP. OR ADDNS. ( a ACC. Bu)s. so 3.50FT: T. �NJ0µgES10• RANCHO RCUT 97,50 POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES 20 BAL @'.SO Ex. Occu . ouTttDTs R p,DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation =ND EDW Dliffp PERMIT FEE -5--no- $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ Dat r Q 3 _ licant -" ner ❑ on ac r Agent nature ofrit An OSHA perequired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 c 3 CONST. Y fE vIV JOTAL FEE $ HAZ. 0. FEE/IM O D COF PARC 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. Date 42 ©3 J 19 Pate) Receipt No. l oZ 75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR I K -INSPECTOR DENROD-AP ICANT 0! NVA 1� �,��'� ��s�►'�+"F�.x.;�v�.i+ttfR+,�Afi�iW'��,;�,;'G+�"►�i"'�'�►`�"�'� ....,,-� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140" Pte,,,,,,:• PERMIT APPLICATION DATA SHEET hA- OWNER: c1►� Proposed Building Use: _ Items required in o fly for a permit. ASSESSOR PARCEL NUMBER U Counter Technician: - Date: All boxes MUST be checked OR m ked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of theplans. 2. Complete plans, 3 or 4 sets, signed by the preparer -of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. ' ngineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6'*"Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. I Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. ' Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate... ............................ ❑ 9. Plot plan and business license approval from the City of Biggs ...:................................ ❑ 10. Letter of intent for non-residential buildings ...................... ....................... ............. ❑ 11. ❑ 12. Detached Accessory Building Form filled out by the owner .............. Hazardous Material Form ..........................:............................. ❑ 13. Other. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5 Statement of Intent for Non -heated and A/C Buildings .......................................... .. 6. Sanitation and plot plan approval from the Environmental Health Department in G ) ?yv0 j i�'1?,,;;, 17. City of Chico Plumbing permit.......................................................................:,`, ; ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ......................--w , ❑ 19. Planning approval for (A) Use: CD1< (B)Parking: (C) Parcel Check: �j 7— � _• ��F�;-� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required......* .......... ' ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.........................:.... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization........... ......................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.............................._�.. .................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been *n46rnred of th above it ms and requirements for obtaining a building permit. Applicant: Dat % v� 1. Index permit application for the above items numbered: =Plan2. Additional items required' Contractor, designer, owner, was advised cf the above data by ❑ ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: lvz5 Date: r. Yel mv' Riiilrfino N) iZmn a 9 os(9l p3' E.1i. USE ONLY Piot plan Attached "IQ Root plan Attschad Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance `. Owner Location AP# Plan Approved for: Sewage Disposa-lam_ Wter Supply: Public Private Well Clearaqeq for OwAlling. Other,�Ocic— DVI QIASC% (FU A6Y I • MPT OWN14 NIZIM, "A."AM"AMMUICIMNI knd W YV0.6 MAIN Environmental Health Specialist S Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 rB SCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ........... :................................ $ --Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEE &__............ ... (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ 4. URBAN AREA FEES Residential ........................... W = # Units Amt. Commercial (Sq. ft.) ............. x 1 = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _ 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) _ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #Ci� DATE l 6� RECEIPT # DATE REC. 3 ,5 At time of permit application; I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8; 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 09-9- 4A Oil s • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM t (One form per Building) School District ! / (,� _ C Building Department No. 3 , A.P. Number Q�� �L/�� - Q p9 Jurisdiction: City County , Property Owner '3 L�i Property Location/Address 10 , 0 y a Subdivision ��IJ t� 4�'�" J Lot No. 6 _.. Sq. Footage Residential Development No of Living Mobile Home �dddion/ *Supplemental to (Group R) Units Installation ` Conversion *Permit # r ''•""...,,.+!?`cu.:St,:a�.awa...,.q.._;. ..L...,�; ;.:'4N:•iExad»+' :.:,a.:z;,=+.-?,:::..w.�.M,:_. �. ,,- «t -._ x... (No foundation inspection): .. Commercial/Industrial New Addition Building Dep'lfinentRepresentative '!" " _ ' Sq. Footage (Including Exterior Roofed Areas) Date ''•s.,,� (Floor Plans reviewed by School District Personnel) ' t District Identification No. 030122 `� School District certifies that (Applicant) 1D (Street Address) (Phone Number) (City) (State) (Zip Code) g� has complied with the requirements of Resolution No. OS -qb by payment of $ representing v-1 i square feet. AB 29267 $ FULL MITIGATION School District Representative { Paid by Check 1!- Remarks: 3.31- 03 - Date Notice: You may';proiest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School Diitrict- 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 Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant);.Yellow (building department), Pink (school district) feeform.xls (10/98)dmm rf . Insulation Certificate BUILDING OWNER:_ '. �A-1L.C' , N 4 Leo ti BUILDING P'ERKT 0:903 IZ Z/ BUILDING LOCATION: Lo a rz6 Description of Installation ROOF Material C Brand Name Thickness (inches) / — Thermal Resistance (R -Value) E� CEILING Batt or Blanket Type Brand Name Thickness ('inches) Thermal Resistance.(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR-WAL Material Brand Name 64i�J�i -L# Thickness (inches) Thermal Resistance (R -Value) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Brand Name Thermal Resistance (R -Value) Material B rand Name Thickness (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the Sub -Contractor (Insulation lnstaHcr) License Number Signature and Tide Dam THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 LO —._.—.—.—.—.—._.—.—.—.—.—.—.—.—.—.—.—.—.—.—._._.—.—.—.—.—. PROPOSED 2,400 WATT SOLAR ARRAY SEE DETAILS #3 & #4, SHEET Al 9�m SCALE V'= 30 I , DII 325.0 0' r ORANGE AVENUE IN 1 OWNER'S NAME Robert & Marguerite Marciniak 10 Orange Ave., P.O. Box 459 Bangor, CA. 95914 (530) 679-0878 PROPERTY ADDRESS 10 Orange Ave., P.O. Box 459 Bangor, CA. 95914 ASSESSOR'S PARCEL # 028-440-029 r DRAWING INDEX 83.75' / J /I I I j 1 SHT. CONTENTS Cl COVER SHEET / PLOT PLAN Al GROUND MOUNT DETAILS & ELECTRICAL SCHEMATIC 4p 00, l I / Q / 1 l � 4 � / Q � / 0 / -S / BUT I J 1 l / i i / r BUILDING DEP /A P P R :, Ity . l NOTE: 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE / (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS f INSTALLATION 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 1741. REVISIONS BY Z w w Z t9 QN J w CF) LQ > W LO W 0Uo0o Z W Q O CD w = U co p 2 co 040 w w Z Q O J W w w O U m LO "v x ca Lm co 0M � .LIQ r C13 Q o 0 a'�� �- 00 -0 I� � DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET ulwm%�' 1 OF SHEETS 475.00' ScALF. 1 11 = 301 - 011 A 325.00' ORANGE .AVENUE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Signature' n ha OWNER'S NAME Robert & Marguerite Marciniak 10 Orange Ave., P.O. Box 459 Bangor, CA. 95914 (530) 679-0878 PROPERTY ADDRESS 10 Orange Ave., P.O. Box 459 Bangor, CA. 95914 ASSESSOR'S PARCEL # 028-440-029 DRAWING INDEX SHT. CONTENTS Cl COVER SHEET / PLOT PLAN Al GROUND MOUNT DETAILS & ELECTRICAL SCHEMATIC ALt. grqWJURGS AND EOUIPMENT *KXLKWO OVEM401M SWLL BE CLEAR OF ALL EASEMENT& A SET BACK OF FT. FROM THE SME AW FT. FROM THE FlEAR pRoPEF(TY LINES ANO 'HE ROAD CENTERUNE SHALL.,Ar- FROM 1 C4.EAR OF'sTRUMRES AND EOUIPMENT FQ,RA2FT-ElkVE0V8*Wl%- BUTTE COUNTY BUILDING DEPARTMENT A P P R 0 D NOTE: 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS INSTALLATION. 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 1741. REVISIONS BY F - z w w Z 0 —j —j LID 0) W W 0') U') - LO W >w I < C�pV00 Z Z -, 0 d CID 0 r 040 w w Z CL 0 -j F- W w r U) w w 0 0 mLO -E '--ct Z X cc 0 lql- rn co 0 LO 00 O to Q 0 c) a) cy) Lo (D 5 -0 0 C:) ry DATE: SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET c 1 OF SHEETS ' DC I ISCONN I F I I _ CHARGING CONTROLLER I I I I 1 1 OI 01 oil O� I of of oil 01, I I I I TRACE 5548 TRACE 5548 INVERTER INVERTER GTIENABLED GTIENABLED 225 AMP DC DISCONNECT DC OUT SOLAR ARRAY DC OUT PUBLIC POWER WIND GENERATOR 3KW SOUTHWEST WHISPER 175 W W U) I a z a MAIN PANEL I � _j o o Ro (D Z� O n MAIN Q I .Avco INVERTER HOUSE L:� — . BYPASS LOADS 20 AMP Q 0 20AMP BREAKER CUTTLER HAMMER 20 AMP 0 0 20 AMP DG222URB 1 I ' 10' MAX. 20 AMP Q 0 20 AMP I 1 I j I 1 1 i i 20 AMP Q 0 20 AMP 1 1 i L----- 60 AMP ---- ---- 60 AMP -A 24 AMP j LOCKABLE j 1 1 1 DISCONNECT I I I I I SWITCH 60 AMP -B a 20 AMP 1 1 ,cam I I I i j GROUND v, -------J 1 I 1 II L------------------------------------------------��-------------------J II L ---------------------- 'L 1 #t6 REBAR FULL LE AT CE 11 FULL LENGHT STRANDS OF #4 REBAR ON 30.00" DIA. TIED 3X WITH #3 REBAR .750" DIA. EYE BOLT EMBEDDED 7.00" MIN. INTO CONCRETE AND ORIENTED WITH CABLE #6 BAR 1. MINIMUM CONCRETE STRENGHT: 2500 PSI 2. MINIMUM REBAR GRADE 40 3. REBAR ENDS ARE TO BE LOCATED 3.00" FROM EDGE OF CONCRETE 4. FIRMLY COMPACT ALL FILL 5. ALLOW CONCRETE TO SET FOR 28 DAYS 6. REMOVE ALL CONCRETE FORMS AFTER POUR. BACKFILL AND COMPACT AROUND CONCRETE AFTER FORMS ARE REMOVED #3 BAR HORIZONTAL, TYP. SCALE 3/4" = 11.011 1. MINIMUM CONCRETE STRENGHT: 2500 PSI 2. MINIMUM REBAR GRADE 40 3. ANCHORS SHALL BE SOLIDLY CAST INTO CONCRETE AND THE SERVICE SHEAR AND TENSION LOAD SHALL NOT EXCEED 1400 PSI (TENSION) , 1506 PSI (SHEAR). 4. FIRMLY COMPACT ALL FILL 5. ALL CALCULATIONS ARE BASED ON A CLAY -SOIL COMPRESSIVE STRENGTH OF 1000 PSF. SOIL SAMPLE SHOULD BE TAKEN AND VERIFIED TO A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSF. 6. ALLOW CONCRETE TO SET FOR 28 DAYS. 7. ALL CALCULATIONS PER UBC 1997 ----------------L--1 I I-------------------------------------------------------------------------------------I I I I I I L-------------------------------------------------------------------------------I ; I I 1 I I I I I I 1 I I I ' I oI I I I I I I ]MAIN BREAKER I I I J 15 AMP TYPICAL z j HOUSE LOADS 20 AMP Q I I I 1 15 AMP j 0 I I I 0 20 AMP ' I 1 I I GROUND & & '-y l ----1 SUB PANEL SCHEMATIC FOR INVER.TLER CONNECTION NOT TO SCALE WIND & SOLAR GENERATION 4x #6 REBAR FULL LENGHT 11 FULL LENGHT STRANDS OF #4 REBAR ON 30.00" DIA. TIED 3X WITH #3 REBAR #6 BAR 4X.075" TIE ROD - #3 BAR HORIZONTAL, TYP SCALE 3/411 = 11.0'1 SOLAR ARRAY, TYP._ .SCALE 1/2" C V- - Ort SOLAR ARRAY, TYP. SEE DETAIL #1 SHEET Al 1/2"x 10" A.B., TYP. SIMPSON CWB, TYP. ALL FOUR SIDES FRAME WORK FOR PANEL ARRAY, TYP, SCALE 1/211 211 = 11 " 011 SECTION ILII C PANEL ARRAY, TYP, SCALE I" = V- CC35020, TYP. SHIM AS REQUIRED FORM W/ 8" BURKE TUBE OR EQUAL, TYP. GRADE REVISIONS BY �I I �I ZI F— WI I Zj I I 225 AMP DC DISCONNECT DC OUT SOLAR ARRAY DC OUT PUBLIC POWER WIND GENERATOR 3KW SOUTHWEST WHISPER 175 W W U) I a z a MAIN PANEL I � _j o o Ro (D Z� O n MAIN Q I .Avco INVERTER HOUSE L:� — . BYPASS LOADS 20 AMP Q 0 20AMP BREAKER CUTTLER HAMMER 20 AMP 0 0 20 AMP DG222URB 1 I ' 10' MAX. 20 AMP Q 0 20 AMP I 1 I j I 1 1 i i 20 AMP Q 0 20 AMP 1 1 i L----- 60 AMP ---- ---- 60 AMP -A 24 AMP j LOCKABLE j 1 1 1 DISCONNECT I I I I I SWITCH 60 AMP -B a 20 AMP 1 1 ,cam I I I i j GROUND v, -------J 1 I 1 II L------------------------------------------------��-------------------J II L ---------------------- 'L 1 #t6 REBAR FULL LE AT CE 11 FULL LENGHT STRANDS OF #4 REBAR ON 30.00" DIA. TIED 3X WITH #3 REBAR .750" DIA. EYE BOLT EMBEDDED 7.00" MIN. INTO CONCRETE AND ORIENTED WITH CABLE #6 BAR 1. MINIMUM CONCRETE STRENGHT: 2500 PSI 2. MINIMUM REBAR GRADE 40 3. REBAR ENDS ARE TO BE LOCATED 3.00" FROM EDGE OF CONCRETE 4. FIRMLY COMPACT ALL FILL 5. ALLOW CONCRETE TO SET FOR 28 DAYS 6. REMOVE ALL CONCRETE FORMS AFTER POUR. BACKFILL AND COMPACT AROUND CONCRETE AFTER FORMS ARE REMOVED #3 BAR HORIZONTAL, TYP. SCALE 3/4" = 11.011 1. MINIMUM CONCRETE STRENGHT: 2500 PSI 2. MINIMUM REBAR GRADE 40 3. ANCHORS SHALL BE SOLIDLY CAST INTO CONCRETE AND THE SERVICE SHEAR AND TENSION LOAD SHALL NOT EXCEED 1400 PSI (TENSION) , 1506 PSI (SHEAR). 4. FIRMLY COMPACT ALL FILL 5. ALL CALCULATIONS ARE BASED ON A CLAY -SOIL COMPRESSIVE STRENGTH OF 1000 PSF. SOIL SAMPLE SHOULD BE TAKEN AND VERIFIED TO A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSF. 6. ALLOW CONCRETE TO SET FOR 28 DAYS. 7. ALL CALCULATIONS PER UBC 1997 ----------------L--1 I I-------------------------------------------------------------------------------------I I I I I I L-------------------------------------------------------------------------------I ; I I 1 I I I I I I 1 I I I ' I oI I I I I I I ]MAIN BREAKER I I I J 15 AMP TYPICAL z j HOUSE LOADS 20 AMP Q I I I 1 15 AMP j 0 I I I 0 20 AMP ' I 1 I I GROUND & & '-y l ----1 SUB PANEL SCHEMATIC FOR INVER.TLER CONNECTION NOT TO SCALE WIND & SOLAR GENERATION 4x #6 REBAR FULL LENGHT 11 FULL LENGHT STRANDS OF #4 REBAR ON 30.00" DIA. TIED 3X WITH #3 REBAR #6 BAR 4X.075" TIE ROD - #3 BAR HORIZONTAL, TYP SCALE 3/411 = 11.0'1 SOLAR ARRAY, TYP._ .SCALE 1/2" C V- - Ort SOLAR ARRAY, TYP. SEE DETAIL #1 SHEET Al 1/2"x 10" A.B., TYP. SIMPSON CWB, TYP. ALL FOUR SIDES FRAME WORK FOR PANEL ARRAY, TYP, SCALE 1/211 211 = 11 " 011 SECTION ILII C PANEL ARRAY, TYP, SCALE I" = V- CC35020, TYP. SHIM AS REQUIRED FORM W/ 8" BURKE TUBE OR EQUAL, TYP. GRADE REVISIONS BY F— z w w �z cp _j Lo 0) W W or) Ln w > 't C)0Z w < O M W r U CO C7UU� N `w w Q w ~ U z D co O Q ry z F" O w W a "U X O C m Gam_-+ co O Lo co 0 21 Q O O Q) cf) od � m (D O w DATE: JUNE, 2001 SCALE: AS SHOWN DRAWN: DSJ JOB: SHEET Al OF SHEETS "L It I i - nill I 1, Ad 11120111 P ill I !V � .rrrrr t 775 800 i475'1' ' ,. LOT # J r 1 6.33 C. �•� LOT 26 (APN 28-20-58) �� •, PRIOR, TO LOT LINE ADJUSTMENT/ rr•' f LEACH FIELD REQUIREMENTS: ; 600 LINEAL FT. OF LEACH UNES r' ♦ . 6 -LINES Uf' 100' EACH, 2' WIDE TRENCHES' 10' APART. f. in,..•x'"r LOCATION OF LEACH FIELD AND ,,�' �, /0 .,.-M REPLACEMENT AREAS TO BE ..�..,.•'•'+ VERIFIED IN THE FIELD. INSTALLATION OF LEACH AREAS AS PER BUTTE COUNTY REQUIREMENTS. \Q- ,.'/ 8+25 FtR APPROX. LO�rTKNi PPOPC'M WEIL • • �• ° }��"3f IOW G& l C as ..o :W •,v SEPTIC TANK ,,,;:: , r' PROPOSED 2 ,>u 1616R PLAN Goe gAkpka 4 10 p R4�jG-F N - y F — 50' CENTER LINE 0 a 9 825 (9) vk Ranch !~nvtn#,w rr.Ilitnrv%iw SCALE 1'" =100° DATE 8-26-96, SHEET # I F i i'•: _� It :.: � aIut�re Bagell-IM7 Gea r FOUL UtNt.HAL SPA GENERAL SPEClFlC4T1011kJfqSPECIFICATIMM-ff COLOR TOTAL GALLONS SPA JETS TILE w BOARD SUPPORTS JOB NO. HEATER: �> LADDERm, MODEL PUMP &MOTOR: ' #t Water SLIDE # Color_ Hooka AIR BLOWER: x, ; ry GAS LINE y: PLUMBING FOR SPA: k ELECTRICAL: CLOCK: w PERMIT OFFICE BOARD SUPPORTS JOB NO. �> LADDERm, MODEL MAP BOOK NO: ' #t Water SLIDE # Color_ Hooka LEGAL DESCRIPTION ; ry .SALESMAN k .GRADING ER. OWNER.' TO DETERMINE STUB PLUMB XYES O NO APPROXIMATE. ELEVATION. OF_ ��POOL . DECK BY: A150 U ow ^ Oc '� "�� ON DAY OF EXCAVATION.. . . i POOL AREA TO BE FENCED, NOTES - BY OWNER PER COUNTY OR CITY- SCALE 1/8" = 110" '. LOT NO. t1il Ci" A1J c _T NIA TOM - � PERMIT OFFICE �> MGR, ' r-G� OJemg_ k .SALESMAN k ER. OWNER.' TO DETERMINE owner.eceo�xta �a APPROXIMATE. ELEVATION. OF_ ��POOL . Most � � � � DATE '� "�� ON DAY OF EXCAVATION.. POOL AREA TO BE FENCED, - BY OWNER PER COUNTY OR CITY- '. ' ORDINANCE. GATES TO IBE'SELF; NOT TO SCALE CLOSING AND SELF LATCHING.k DO NOTTURN ON POOL LIGHT DEEP ._ WHEN POOL IS EMPTY. END s"END W POOL.OR SPA x fF UNLESS OTHERWISE SPECIFIED: �P NAME— POOL IS"zSHALLOW 70 ADEEP ADDRESS./O 4tia :1 HAVE RECEIVED A COPY OF THISLA REBY nl G yt, a�N F AND EQUIPMENT LOCATION ros CROSS STREETS �i•x - RES. PHONE BUS. PHONE /VAVG CUSTOMER'S SIGNATURE DATE. °.,0 Ell, u, �ia�ec:(1R6i� - J POOL GENERAL SPA GENERAL �# SPECIFICATIONS r SIZE % X AREA L&O DEPTH � O SHAPE �izEE�O M n LINER �; n, , 7" rtt SPECIFICATIONS SPA TYPE: MDL # _ DIMENSION:' M) ELLIS A&E SUPPLIES #4006c kA lit �J � Hg NP LIGHT q DEEP xn WHEN POOL. I3 EMPTY END (916) 895 0437 Lidense #566654 POOLCAPACITY 13 j EXE GALS COLOR TOTALGALLONS PUMP ILC C%(.�1 SPA JETS TILE MOTOR H.P.P. NEATER: k` il FILTER.. �Itopi A40 SQ FT. PUMP.&MOTOR: 3 ;a VACUUM LINE &SKIMMER 2. ye" AIR BLOWER: - RETURN LINE. 1 „.�� GAS LINE: 4 MAIN DRAIN " PLUMBING FOR SPA: r SKIMMER MODEL V' "� ELECTRICAL: CLOCK: BACKWASH LINE iv vp » EXCAVATION: OF 'h" FILL LINE UTO DECKING: p�' ANTI SIPHON VALVES MISCELLANEOUS: HEATER S SIZE BTU "'; ..:SOLAR GENERAL._. GASLINEBY: VENTED BY: SPECIFICATIONS 3 LIGHT s,4 Lf a©L-Ir} P SO. FT. POOL SO. FT. PANEL Q CLOCK PANEL TYPE PANEL SIZE ELECTRIC BY: e� _ &f BONDING BY: *; NUMBER PANELS PLUMB RUN -� ELECTRICAL. kY AUTOMATIC MANUAL POOL CLEANER THERMOMETERS. BOOSTER PUMP% CHLORINATOR �cJ u SINGLE O DOUBLE O ELECTRIC BY: < BOARD — SIZE 1J , BOARD SUPPORTS ; .JOB NO. f LADDER —MODEL MAP BOOK NO K Q : SLIDE # color_ _ kookup `f LEGAL DESCRIPTION GRADING t-kCOAt STUB PLUMB &YES 0 NO , A DECK BY:_SD t NOTES SCALE 1/8 -- IV' LOT NO. TRACT NO. BOOK PAGE BLOCK ` M) ELLIS A&E SUPPLIES #4006c kA lit �J � Hg NP LIGHT q DEEP xn WHEN POOL. I3 EMPTY END (916) 895 0437 Lidense #566654 0 I O P l°Q lox z UZ /Z .� W - Z6 it/ten z cx ur CL WMI r uj Ell 7MIM s r! + .22=6 � � ) � L.. � M (• I ' I NMI- a"sdS,C.Pd:ST' J r I • ,..,.• • .. ---.,��-r.�v�- v.Q-row .. + ! .4- 1'yiPi J Md. J?t'T7.;Owlm qq i YO i L OSAp ' � / 1t� ..!J:-.dL. 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I I { V 0 •,. a" �-, +?ry,�t�. g�si�t �%�� yam~ ~�`-�_, . � Z `^ ' a _`r.�r�-� ii��""o"'e.c.: .. ) e=�G".rr>vs,+^•�sa+�'..�r 1 Q : : 8nt?.�bd. /le '. ^�2i ..N iJ9IJL. .•� D p,��O�•i D �o .�:AliF./GY►I /'JtGiSYi �Al�; .. � :—�' , V•• i O MOM .. t • 0 � « %'"s% off.. .•... +— • r.. .5C/i�,• / ~_ /�,✓ eir 4 oorrl►NHr 1!r Noe+e r1.AN11tR:, ° Y Rt!'RQIx1C60 fITb 1NOU7 NCOOPIto, J ,j t ..s�cr�o� '•_. - , + ,. ' C,•- I _. + RMCRNNigM. �..•i/K�+ �i�/�Ir � � `•, lu W 1 1u■'. P ,r 11 GFI WIP yt O PARMO ON CLFARPRINT 1000".18 jq 51, oil w 7=, 7' I INX,U FqWMW 0" row Ma" CLUMMMe Aopf((-)VED Butte coun Environmental Pselth ALI. STOW, Ah9D dna "Tjo 4,p=, 012 If 1 9 /19 OA&6-9 iqvr REVISION$ By 2-& • 'Our (14int job is Jig Steven A. Smith cwOftko: 530.332.6515 Owvill* Oft": 530.633-7595 AX 530.332,022Z Cou; 530.8244075 p8por, 530,871-6281 UcoAso 8422969 1 . 1530 WW* Drim Chko, CA 019 Date )-30-0)_ Scale Drawn Job 09RC6�1� Shaet Of sheets PANM ON CLEARPRik.T 1000H -o It 4 "Influic'me ov 7 7--=" . . . . . . . ..... ----------------- 4A too _-9-99 .1095 9.4 icA 959W ........ ........ f"17"'. WNW q 1,41 VI COON 1, cmackno OAT ff _oma SCALIN JON NO. C6 C.0 387 a UA FC , nov r ^ _ ' 0� ^ II'd /iq;."e|/ ~ � v '» ` . � � � � �^ Li ['11iotiji-1, I - mu I, It 14 'r ' ' P4. . --:—;I - - ` ` ` Tq, � ' y NU � m 0 ' RUILDING A Is p M � � ! ' | CHECKSOJUM NO. ` ^ ^ . PmIMnqwnLm0npmmr«umw* ----�-------- ---------------- --- --�---'- --�--- ,. ° ^ _ ' 0� ^ II'd /iq;."e|/ ~ � v '» ` . � � � � �^ Li ['11iotiji-1, I - mu I, It 14 'r ' ' P4. . --:—;I - - ` ` ` Tq, � ' y NU � m 0 ' RUILDING A Is p M � � ! ' | CHECKSOJUM NO. ` ^ ^ . PmIMnqwnLm0npmmr«umw* ----�-------- ---------------- --- --�---'- --�--- ,. ° LU 1 I �It "� 1 �1 r i `� �� II rly �, L L) ------------ (4 Oil 'A 01I d' i alt oz e4 T-1 oil�.T A IL V9 ell IR 5? ir 6>11? jil 1 —41 o -r 1 (,-Iy r' -AV UA, AL'L 10; S CS OV41 01 �N �\ tl-? -3> —fu - 4L I ,, l ,� 2,� 1 ,I i �� 5 I T d�� N I/ A 4— ov Cat, ol 01 W1s"."i,Ils rI —1 � .I 2� "� d r lam`" I � - *A/;, 1,4 j)j I l 12- _4 11-7 "rvLo io 7 d 1P) 7, 41011 HV5;5'f� - fr) -;99 Z)�WA , Cut! L OC, 1%I T?vrd-.•4 t-, v t ---------------- I IV 4MA I - MORI T Ir Q� H?l' & os— V I? ?fO10' A. L it 14 V Olt —7 r,I _~ p---------� i :Opp If methods 2. 3 4. 6. 7. and 8 are used, each braced gall 48 1 panel must be at least "'.niiii I., I..gth. covering threde stud spaces where aWds arit 16 inches on center and two stud paces 7-0-W& a U where studs are spaced 24 Inches apart. (see FIGURE..61) r-ek.. fin• '; A All vertical Joints of panel sheathing sholl occuroverstuds. Horizontal Joints shall occur over blocking equal to he stud size where waived r fth excep! b the nstallntion re 47remant. for 0 specific sheathing materials. (see FIGURE, (,;) f, amp MA V I 111 M=1VMrxL k%WM lum-o"OtCAM."W" CLEARPRINT FIGURE 6; BRACED WALL PANEL 'd I Or mnu Pa=MAfCMMA\V ,XWOMKO Wow - —11OLL/2"OFAXMIMV01.151 rMtYeav"MrAncu row IMM"01003-WILCArp (W7041VZOV!Ikotwyt; rx %UnM — 01'r &VWM ad 1WM - .�— TI enc uv "Alt W" I]] 14IMMA1eGCOMOUP M WN"YLUM" CantXAMOMIALMUM 00nVM a KwoLL Pvv—Z� OMMIMMMOt "Mm"MeamofflAw. armra"racanm/#V HOLVOM APPI2OVE161 Bu"e CO,n Environm6nial Health tw gn tura MV WAN 4o c - V, 3x q 0 ftA`6, Of -k 3M 0- L..e 1) +D Aw p --(ed wl -Ipo 4--11 6'1 1 6 14 Or r Gj/ (2- (A 2- 4 00J 01-11 0 L id_ ate' 130TTE C�Otj qUILDING DEPA A p 4 ,out most Important Job Is Y=' Steven D. Smith Chico Office: 530.332-9595 Orovilisolice: 530.533-7595 FAX: 530-332-9222 C614 630.624-6075 Pager. 530.071-0288 Ucanse 6422969 1530 Winkle Drive, Chk:0, CA 95026 Z 0 0 .j DRAWN CHIFICKED 0A7aE e0 � �d -0 JOB No, 3 OHF*IFT OF 110 B"MET11111 F� SMUO WINDOW OPENING CLEARPRINT FIGURE 6; BRACED WALL PANEL 'd I Or mnu Pa=MAfCMMA\V ,XWOMKO Wow - —11OLL/2"OFAXMIMV01.151 rMtYeav"MrAncu row IMM"01003-WILCArp (W7041VZOV!Ikotwyt; rx %UnM — 01'r &VWM ad 1WM - .�— TI enc uv "Alt W" I]] 14IMMA1eGCOMOUP M WN"YLUM" CantXAMOMIALMUM 00nVM a KwoLL Pvv—Z� OMMIMMMOt "Mm"MeamofflAw. armra"racanm/#V HOLVOM APPI2OVE161 Bu"e CO,n Environm6nial Health tw gn tura MV WAN 4o c - V, 3x q 0 ftA`6, Of -k 3M 0- L..e 1) +D Aw p --(ed wl -Ipo 4--11 6'1 1 6 14 Or r Gj/ (2- (A 2- 4 00J 01-11 0 L id_ ate' 130TTE C�Otj qUILDING DEPA A p 4 ,out most Important Job Is Y=' Steven D. Smith Chico Office: 530.332-9595 Orovilisolice: 530.533-7595 FAX: 530-332-9222 C614 630.624-6075 Pager. 530.071-0288 Ucanse 6422969 1530 Winkle Drive, Chk:0, CA 95026 Z 0 0 .j DRAWN CHIFICKED 0A7aE e0 � �d -0 JOB No, 3 OHF*IFT OF 110 B"MET11111 F� $1 ,�^a ° � � �a ,may .1 m. lo;.. a :,s 261 Z) !Y� ►� I II I I II Ip - .. �� It.��- _. p It 41 It rel. a r Looe, ''��'� � ' ` ".�'_"_.'•` _.. ,.,,,.�»..""�"rr-• ..,.•.r''"o�t�'"''� 'rte � � w, 7-7 _ J=L I r,,,� �� � � � _., � � I �'.� tom' I t� '' �!✓' "�. �.r'� "' _• R4t--,, IR117 \MPA, LA/5 0 LIP _ r 4l� r 11 . N _ , ..,..._....,.....,.� _,,...�. �„_,,,-.., „•,.._-_..._...�„-....� �,.-,�,-.«,_a.,.--,,,...tea..... ....,..-.,.: ._DO IxI t N. =4V Wol _ ,... - • "'� _ ........,Y. —. _�_,, ....,�,- � � �. .....�.-_„�...�...,..�_...... [ !� __. � _ ...„,�.. �,.Y,.�.,,.� j � ,.....� � to 1 � ►+-►�� . 0. bor err U�'- , loc It ti PROM , PRNM ABI CLEARPRRR /000N-5 y t $ � .__ .. ..., .. ,ly...p : r tgr�l' _. �•+.,, n .a -a-,. .. � ,. _ _. sa -+- .x:.. #_,... i:fid _ r, r. ... s +..L_.. c. - z ... t . I{c■il M D FESSIp,1�4 co w C•0 307 rn cc XF 9 3 a' OF CP�� 3 fir AevlNla�Bs �r r moar m � Y Ar>ii A� ! Steven n' Smith ON= m'o.. 337+Y59S ASrw+w oA'lc6:: 530.533-,7595 FAX: no.= -022 Coil: 530.MA-6075ak; 6 pe30.571.3x90 1530 Winkle ArN*. Chko, CA 95X28 z D 0 U. r u .. - �.. .._�.._, - �..�., _ .... a•LL � s .::t7ikgt44Ytk.p .>♦M�:y .�y.«'>. :.7k1k', �..-� "=-� ,_: -: -:. .r°:.9'. C.. -:l... ,i ..-.. r.,dlw1�.-.E71:�.+aea..�... n.. ...c. .�:: W`•'. � r� apaww CHUCKNO DATE �l SCALM Jon No. 5 0 H 0 a T aK 10 • �rIrm: r u .. - �.. .._�.._, - �..�., _ .... a•LL � s .::t7ikgt44Ytk.p .>♦M�:y .�y.«'>. :.7k1k', �..-� "=-� ,_: -: -:. .r°:.9'. 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No '� fJ �{t'/ ._ � � � ���' �. �.F � ` ,�_ � :-�'�..fi ;moi ���'`-rte � .• f� �. � �.c.s:. �.,� 6s,h � ,_. ..✓""... � � � yn ,N"' .,, F'' wtt. `' � S !`� ° ` '� f v�" r ..r,:°�:• �j' ''✓' - e � @ .�' «n °. �' 1t ,.Ry �j���� � � i���i f �J, i/ T"" .. f,� ('""' F� V-1 �. .. .. .._ � d e i *Af_ 1q I+�,• mow,._._...- �..••�•.` OT� tr, ^ ,... � � M' r r�!i .."'��£ � �'� j y ! ��•. 1 ��"��`� I L '� - _ ,. w.<.. «�'d. '/ �,}'A y1, �• � ..J. • � r'�•,:f+�-�, i..r ,�:, i���. N ''�iA �'/� fl hL (��jfy�d�,,,� v�� - f.I��� '��✓,,•''" 4 •. 1Y F i ES x tJ•02 'i , q FG PRIMED ON CLEARF"Iffi 10=4-h , -Our' moot important /ob !s i*wf Steven D.. Snnith C4bo OWW 630.02.96H OrovNfr ofNw: 530.533.71M FAX: 6W332-0222 CON: 530"{244076 ft"V. fi3t147) iZfit Ll"- 94;tUff r 1530 wiA*(s Dli"; CDkor CA 0511#; Y� CHECKRD SCALE ,loco NO. shfENT big 0 i�i�*aefTrr w fd.-,e ar .. ...f,,Ys-'-o+p'r._. ' ..., ,... ..._., ...._ .. _, .. .,Y-. _s-�,ar:.:�,r_• F, a-.. a .. . ._ .,. »-r,,.. � .. �., �. .k• .,,.._ _....... .. _ .. ,...._ – - » I �7 A e,!jj (''w 1/4,11 = I' —ON StOsh 0. Sdilth Llom 44Z2M 1530 WW1.0 OdVQ, Cb'-,*, CA KM DRAWN CHOCKNO OATIR PGALK Joe No, ONIXINT OF WHO.*."" 0 N BUTTE COUN 1� RUILDING DEPAIRTMEN' CHECKNO OVESSIO gev 5 2—nc/ a +;t -A 2C^LN 3 03 Joe No, OF 0 OF PRWM ON CLEARF40iW I 8 1 4,0 div N BUTTE COUN 1� RUILDING DEPAIRTMEN' CHECKNO OVESSIO gev 5 2—nc/ a +;t -A 2C^LN 3 03 Joe No, OF 0 OF PRWM ON CLEARF40iW I 8 (SHIT0811-S14ITH - MARCINIACK - SMiTOBL1--SMITH - M/ESGEI A2*) TOP CHORD 294 OF -L #1 BOT CHORD 2X4 DF -L #1 WEBS 2x4 OF -L Standard DILATES DESIGNED FOR GREEN LUMBER PER N, ;-97 TABLE 7.3.3. 110 PSF BC LIVE LOAU PER UDC. C_- 'PUSS DESIGNED FOR 24" MAX. OUTLOOKERS ;ABLE FACE MATERIAL: 30 PSF MAX. '** 00 NOT CUT OR NOTCH TOP CHORD ** THIS DUG PREPARED FROM COMPUTER INPUT (LOARS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, SEE DWG GOLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, DC © 72.00' OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 142.SX40 T4TxaM W3X10c �SNp' .(SMITOOII-514IT11 - MARCINIACK - SMIT0811-,-_SMITH • M/A1 BASE *) THIS OWG PREPARED FROH.COHPUTER IiIPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD, e190T CHORD 2x4 OF -L #1 N WEBS 2x4 DF -L Standard (k CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. f� tLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1,10 PSF BC LIVE LOAD PER URC, 1N LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC 0 24,00" OC. 0 o IEACTiGNS R 6 R3 ARE FOR (I1 CALIFORNIA HIP AND #3 CALIFORNIA HIP ,=;tESPECTIVELY. W4X40 W3X8no W4X4•€� W2.5X4 �� W2+5X4 a \ -18 W1.5X4 e r (A) (A) W1.5X4 di T� w w Txi -T-8-0•A W2, 5X4 In W3X6 13 W1.5X4 III W3X8 W2.5X4 n D W3X6(81) W3X8W3XG m W3X6(131) z w z1..0�-0 1•�.o p. 1I I- 14.0.0 10.0-0 ._I_ __ 14-0-0 .I l� l }�J,`•��� --- 38.0-0 over 2 Supports - R-1310 W -5,5N Ov PLT TYP. r 9 Design Criteria: TPI STD 1.9.0 2 CA 1 F Scale -.1875" Ft O •NAR I ,BUSSES REQUIRE [I1P[ME CARE 1p lABAICA110N, MANDLIMG. SNIPPING, INSTALLING AND TC LL 16.0 P SF 'REI R427--61053 1 IMG. (( A TD N16•Sl (NAHOIING IMSTAIIIMG AND BRACIM4), r4oLlsNto AT ErI (iAusS Pun QQ,�FESSIO.w O FtiO t�,,�� SW O'4NOFRTD DR., SUITE 140, MADISON, 111 $3719), toA 5A11TY IF ACTiCES FAIGR 1O N [AFOA�]LpQ'TN[SE FUXCtIOXf. UNltiS OIIIEAYIfE INDICATED, TOP CA A0 SHILL UAt oRe1E0LT ATTACHED . �.d¢ TC OL 10.0 PSF DATE 01/22/01 IIA UCTAM PANELS, FOITON CIIOAO SNAIL NAY[ A PAOPERit ATTACHED RIGID CEILING, �� 1 - A -IMPORTANT- Y''__.r.,oFNISN A DOPY OT. this DESIGN TO IML INSTALLATION CONTRACTOR, ALPINE 14cIXttAEb D f(A ?�' Be DL 7.,0 PSF DRW CAOSR421 01022002 N PRODUCTS. INCyln4ll NUT EE 1CSPONSIOLL FOA ANY DEY IATION FROM THIS DIS 6H) ART FAILURE to Y Fti CE 45 ov AI NO SHIPPING. Nc INSTALLING AND al r N r01NANt N IN TP OR fA0A1CATING M bll M rl , I OV'lD rH[ TAuss s 1 EON [ 1 II - I Dc LL D,D PSF CA"ENO LVT/CNc A L I N E D1 e1ND Df IAUSSCS. TNES OESIDN CONFUANS YITN APPlICAOLC.PR0,IS10N5 ADS INA110h11 OFSIOM SPECIFICATION rUBIISRtD 1+ lu1 AIRRtCAN FDAtll ANG 1 110 AsSUe7AT10Nl AND TPI. AUINt Ar * 'TOT, LD. 33.0 PSF SEAN ' 33596 CUNRECTORS AAt NICE at tG.l AST" ASIS GAtfl GAL,. STEEL ELCEFr AS NOTED, APPLY CCNN[CTORS TO [Ac 11 FACE 0! 11033. AND UNLESS OTN[AY16t IOCAIED ON THIS DESIGN. POSITION CONNECTOR& ICF �1A, C,� -�• CAAN IhOS 740 A•1, TNC SERI off 1413 U1IMMIG IRU THE,ICAIto ICC[PTAIIt1 OF 111 ISS IDN1L ENOINEtAING -'/ D UR .FAC , 1,25 FNDM GA _ AIpIDO I111BiDCCICd PTLk111r,Lf.. Inc. [ONPON[hf�FORYANY`PANLtLyAICULAA[OUIIbINGD IS THEON TRISPONSI ILITY Of INE BUIL INGI DESIGNER, PER T1115 P4 t(11iia' ' 9 -n -In. CA 95929 -. - - SPACING 24,0" P/V I!:-I�JaIV.P'--�! -1 B o o W2.5X4413X6= 143X4 142.5U(Al) o z W3X4 (Al) m 413X8 = 145X6 T� w I� � 1-D•n 14-0-0 I 10-0-0 I 14-0-0 _I I 38-0-0 Over 2 Supports R=872 11=5.5" R-241 PLF 11=12-13-8 j M /1�C,/ Not t �1 e 411.5X4 Except As Shown. Scale =.1875" Ft. PLT TY 41a /X Des t n Criteria TPI STD 19.Ob2 CA 1 - F ' >,,+ RA NG•• TRUSSES P(OuIRE [TTAFNE CARE IN FABMICATION. HANDLING, SNIYPIAG, INSTALLING AMtl TC LL 1 6.0 PSF REF R427--61093 pM RIFER TO HII.9l IIIAXOLING INSTALl:XO AND DRACINDI, PuOLISIIED DY iPl (TRUSS PLATE QQ.QFfss� Q!(�y ,I,C D L 1 D . D PSF DATE 01/22/01 O '�.w• L/NS I SOS O'ONOlMID OA., Su ITE 200, NAD: SOX I 5]119), FOR SAFETY PRACTICES PAID0,1 0 .pW"-��- C= OR IIESE FUNCTIONS. URLESS OTNERVISE IIIDICAIEO TOP CHORD SHALL HAVE PROPERLY ATIACIED 0 ls. GOTiOH CHORb SHALL NAI[ A PPOPCRtT ATTACHED RIGID CIILIAO, A"` .0 'aA �. BeDL 7 .0 PSF DRW CAUSR427 01022003 N M N lURNISH A COPT OF Tins DESIGN TO SHE INSTALLATION CONTAACIOA ALPINE. FAILURE - w F;11010or y�1C/(.XALL Not SE ICSIORSIRLE TOM ANY OEPIATIOR FROM 74I3 DESIGN : ANY FAILURE TO Be LL 0.0 PSF TA -ENG LVT / CWC •OVIIO FR1�sSt3 IN CONFOA"ANU YItN TPIi OR FAORICATING. HANDLING • SNIPPIfig-INSTALLING AND o� I !� ORA Nc 0{ ryJ1U FS THIS UFSION CDNFORMS SHIA APPLICABLE PROVISIONS OF NDS (NATIONAL O'S ION 7} TOT . L D . 3 3 . 0 P 5 F SE ON - 33602 bl ALPINE IP¢¢IµYCATTW I"I�RNIn or IR[ 1 PAICAII FOREST AND PAPIF ASSOCIATION) AND TPI. ALPINE •-+ COl11RCf0R5 AN ((HHAOC OI EOGA ASM HOGS OR40 QALY. STEEL, EVCIPT Af NOIED. APPLY CONNECTORS 70 1k EACH FACE T35f i AMO OXIFSf OIII[RYISE IOtAT[D OM THIS OLSIAN, POSITION CONXCCTOMs PER """���,,, DUR .FAC + 1 . 25 FROM GA GRAY IMGg�160 A•I. PYRE SEAL ON IRIS WIND IN ichTis ACCEPtANCt OF PROF [SSIOMAI CN6INEEAINO I:i ,at,; Alpine EnOincctPAlParhltt3,in0. AEs+o1z@ILITY folElY P00 THE rAUSS CONPONENT OCSIOM SNONN. NIE SutrAoflnY I'At" OF ells QF�(�,'0�•' SPACING 24.0'1 uADr1D1ICltlO,CA' 128 CO4PON(nT fol ANT; AITICULAA 8111 0146 15 1Mf FCSPDXSI81lITT OF 1110 oUIEI XQ 0C9IGDER, p[R ANfItT11 l•l95 AS,TIOM 2. i ISH1T11B11•TSLiLTH /..MARCIIIIACK---ESGE3•DI- DTC) " " " THIS 01tG PREPARED FROH'COHPOTER INPUT' (CdAUS'6 11110§1W) SUBMITTED BY TRUSS MFR.` TOP CHORD 2x4 DF -L #1 PLATES DESIGNED FOR GREEN LUMBER PER NUS -97 TABLE 7.3.3. BUT CHORD 2x4 DF -L f1 IB1 2x4 OF -L $1SBet.: N WEBS 2X4 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. oN ADDITIONAL LOADS PER TRUSS FABRICATOR SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. BC - From 14 PLF at 0.00 to 14 PLF at 0.00 ITC - 312 LD Cone. Load at 6.00 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TRUSS DESIGNED FOR 12" MAX. OUTLOBKERS TO BRACE TC 0 24.00' OC. BC 0 72.00" OC. � GABLE FACE MATERIAL: 10 PSF MAX. (STUCCO). DEFLECTION MEETS L/240.00 LIVE AND L/180.00, TOTAL LOAD, (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD 10 PSF BC LIVE LOAD PER UBC. WITH 2X4 ALPINE PLATES 0 24"OC, THROUGHOUT PLUS HEEL PLATES AS SHORN. I 34-0-0 -----{ W2.5X4 d 42.5X4 @ N5X6.8 er -E6 "3X6 ill N W2.SX4 0 v W3X6 �+ c (K) W3X60 ) N2.5X4 a / 10.4.2 4 H3XGYs W3X6 ft w Ol W2.5X4 0 W2,5X4 m 4 16-0 0 w W3X6 so w W3X6(Fl) W6(Fl) s i - 24-6-0 a, l� 15-0.0 _L_ 10 O -o _I. 15-0-0 I 26-0-0 1- 20-0-0 al 40.0.0 Over 3 Supports---• R-487 a-5,6• R'-142 PLF N+24.6-0 R-337 9-5,5" Note: Al. Plates Are 41.5X4 ExCept As Shown. P YP c., TPI -95 R Design Criteria: TPI ST0I 1 CA! -11/ -IE/-/- Scale -.1875"yFt. ••YARNING•" IAULSEI. fYLIAL .TREnE CU[ 14 rAOAICATIOI, IAIDLIIG SHIPPING, JIStALtIRS AND Ej� TC LL 1610 PSF REF R427--B64AG f IRACIAO. ASTIR TO 411.11 INAIUItNA iN1TMlIX1 AID IIACINCi, PVeIIfMEO eT III TAUSS PLAY( �W^ pyo 41�� .UcrITATE, fuQ'o4or(m oR,, wnc toD, nAnuoA, Nt IaltAl. raR rAtttr nAtn�[s FAtoR TD "Y O ' i ,r P4s ANSI TN[f[ FFACTS01S. YNLLSS OiNCRYISE IIOI[ATIO -IP CNORO SMALL NAFt /IOPfALY ATTACHED �,9 M• N i Au T L IA1Il10AYtsNOA CHONG SMALL. HAVE A'Xia els 1N. ICIHD 41910 Cti1116. .�«T TC DL 10.0 PSF DATE 08/16/00 ,�}.J, " COPY 01 TYI9 0[fIAn 10 R1t INJALLAIION CONTRACTOR. Alf1At FIOIN[(AIO DC DL 7.0 PSF DRW CAUSR427 a0229o16 AORQpU i , 1111 NOT tlt REs.111t[ PIM AIr. D[9 Al1ON FACN TRIS 0[11111. IIP IYIIUAE la IDT Y • - F 1 iR CONFORM DISL NIIM tri DR ! A 1 TdN1 j�is AIAIC Tl G. HANDLING, 7NIIt1A0 iISTAIIIFA AND - -� ALPIN IARE4R1gf R•" ' TIPSS OCSIAI CORFOtHS Niro AIIUCAILI FAAEISIOAS Or 10t iNATIONAL DESIGN ( Be LL 0.0 PSP CA -ENG TSD/CWC - tP[C PI T 1 119110 o6. TH[ I IAICAN foAt01. AND PAP[I ASSOCIATION AID tot.. AIPIR[ l� COIAECid113! ort A ASTM' Alfa 51(0 GREW, Sial IXCIPT AS RO{c0, Arr.T couctrw9 Te TDT.LD, 33,0 PSF SEAN - 16492 [ADH C 0 10 Yllt&S OlMllYlfl LOCATED 01 7115 019161, POSITION Cc ICT01s PSI �. OAIY IAO A•77.�- TNS. SLAT 01 1119 OAANINR INDICATES ACr1PTU10E OF PROFESSIONAL LI6IILEAtNB e - It5 MIML11" N D Alpine Dtl 1'Eodat6 Pro ,1" l4loa t 1 III COMPONENT DESiIh INOYN. THE SWIAOILITY APO Ott OF THIS OUR. FAC. 1.25 FROM KD con GRIN R(qt r r A r ra eA SROSrIrb," -b `7.ti ,}j,, tt UA OOLLDIC( IS iRt AISPOYEIFIU TY �F TNC eUl1b(RA 01sltE[A. ,r H I AASIAIFr t`iA"n f9ttlol t, SPACING 24.0 r SMiT0011 SMITH .. MARCINIACK . D4 SC -ISS CAGE) - - TitIS DWa PRCPATtEO'FROM toYPUTER TNSOT (LOADS !'bIWINStaN$) SUDMITTEo BY TRUSS MFR. (SHIT0511 _5M1TH /. MARCINIACK s .02..SCUS BASE) --• - • ••- • TflrS•,DWG-PREPARED FROM COMPUTER i1HIUT' (LOADS R OIMENnbh5)'SUoMITTED BY TRUSS WFR.• TOP CHORD 2x4 DF -L #1 - NEGATIVE REACTIONS (R1--360# MAX, SEE BELOW) REQUIRE UPLIFT 60T CHORD 2x4 DF -L #1 :01 2x4 DF -L gni,L.; CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. TOP CHORD 2x4 DF -L 11 NEGATIVE REACTIONS (R--30611 MAX. SEE BELOW) REQUIRE UPLIFT BOT CHORD 2x4 DF -L #1 :01 2x4 DF -L $16Bat.: CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. N WEBS 2x4 DF -L Standard REDS 2x4 DF -L Standard CISROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. IZ7 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3,3. w PLATES DESIGNED FOR GREEN LUNGER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0.16'a+ CALCULATED HORIZONTAL DEFLECTION [SD AND 0.15' DUE TO DEADDLOADDITIONAL LOADS PER TRUSS FABRICATOR DUE TO LIVE LOAD AND 0.14- DUE TO DEAD LOAD, 10 PSF OC LIVE LOAD PER UGC, DUE TO LIVE LOAA0.15"OAD, ITC From 188 PLF at 6.00 to 104 PLF at 16.00 �Id- TC - 172 LO Conc. Load at 6.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. N �11N LIEU OF STRUCTURAL PANELS OR RIGID CEILINGS USE PURLINS: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. c'! alloTO BRACE TC 0 24.00. OC, Be 0 46.00" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240.00 LIVE AND L/100.00 TOTAL LOAD, DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. c TO BRACE TC 0 24.00" OC, OC 0 40.00" OC, TRUSS NOT DESIGNED SYMMETRICALLY ****** 10 PSF BC LIVE LOAD PER UBC. DO NOT TURN TRUSS END FOR END +"***** "***'** TRUSS NOT DESIGNED SYMMETRICALLY ****** ****** SHIN ALL SUPPORTS TO SOLID 6EAR1N6, DO NOT TURN TRUSS END FOR END ******+ A. T W2.5X4 0 W3%G G Lj W2, 5X4 ® W4X4(R) 4p I J•'� SHIM ALL SUPPORTS TO .SOLID BEARING. W5X8ta W5X8 a / C. IL/1 W9� � N3X10 4 4X4 (A) W2. 5X4 4tp (A) W2.5%4 4*W5X8 WSX6o ° t- B W1.5X4 > W1.5X4 Art W6X6 - W1.5X4 Ta W1.5X4 W6X6n VD W3X104 W3X100 U 0X8>I, ti q W3X6Ta W3X8m 4 W3X6sa W3X6m .�.18-2.9 C=) W4X4o W3X6 s \ -g� 17-10-9 w / el W5X6 W2.5X4 m A W4X6 W7.5X4 IQ WGX6(R) W .16-0-0 C-4 .16-0-0 w z Air W3X6(F1) s W3X6(F1) at W3X6(Fl) 1a W3X6(F1) rsT 1.0•a.. 1.0...0 z 1sT 7 - 3 -14---=) �7 1 •D -o w �--� 6-3-1 4--J 2-;�° 1_ 15.0.0I . 10-0-0 _I- 15-0-0 1 15.0-0 10-0-0 15.0-0 j�a IL 20-0-0 T 20-0-0 p; 20-0-0 20.0-0 a `� I` 40.0-0 Over 3 Supports AO.O.O Oyer 3 Supports R--381 W-5.5" I1-3523 N-5.5' R--30? W-6.5" R-1987 W-5.5' R-1096 W-5.5' �R-1072 W-5.5 • •� (f�Nr �r, PLT'TYP A v TP a9.5 R D6s1 n Criteria: TPI STD 1 CA/ -/l/ -IE/-/- Scale -.1875"/Ft. [- N c+D g. PLT TYP aVeC Desi n Criteri a: TPI STD 1 CA 1 E Scale -.1875" Ft. 1 / � 11 clip".p�i[PtiIG AND io Ill -91 INAMOLIUiAt AG IIISTALUNO AND IIACIE CARL 1-1 ifI',AIPUBLISHED 11 TPI [N(TIUSSIILATE �gOit TC LL 16.0 PSF REF R427--86409 •,} • A IN •• TRVLICS AIOUTA[ [tUC1N: GAt 11 1ANIICATIOM, MAIaL1A0. INIPtINO, INSTALLIRG AND - O vM Tf�pf[. SY3 D'OYDMID pR,,.ltltT[ 200. MAO1fCN, NI JSIU)= fpR SAf[IT PRACTICES PRIM TO p�,I 1 IEl iW 11aY1 INA10111C INFTALLING AND 11141/0), POILISBro YT IFS irtnt PLATE ��,OFESt/, TC LL 16.0 PSF REF R427--86406 a PI ONN Y THE![ rP[cnD11. UNITSf OTNIUISE TppICAIID, lOE CMOYD SNAIL NA1t IAOIERl1 ATfAtY[D E' TC OL 10.0 PSF DATE 08/16/00 C77 J TV 3 p'p10/Al0 DR,. stilt tf.0, MAOILOp, Yl 31111), FOR SAIET7 PRAtt10Ef IIIOt TD O +:jF YCIDA rMllf, IOfTON CHORD SHALL NAVE A tIOPULV ATIAGED RIGID CEILING. I N q!M%AromCT m, VALES$ OTI[RVISE INOICATIO. TOY "UID [MALL RAVI fROPIILT AIIACNEO TG DL 1D. D PSF DATE DB 16 QD N �f� qy NP • fY1NUN A COIR Of 7115 DlSICN TO 7XE IUnItATION COUGCTOA. AUUC Ftlo1NCMtO 6 • e p �T DtIMA ifld�t0IT0A CNOAD SMALL MAT[ A PROPEALT ATTACHED 11910 C[IL190, ti / / A••yIR• •►II1DYCfS I• SNAIL IOT"9E ACSIONSIBL[ IG ANT H[VIATIOL FROM THIS DEt19A1 MI FAILURE TO 1I1�t BG DL 7.0 PSF DRW CAU$R427 00229000 N PONT - �iYY Ivsw A COPY Of THIS DESIGN TO THE 10STALLATtOY tUTRACTDI, ALPIIE tl$IAEtt[D �j, CC y C (AY�OO/1111110100 - is to t01f0AlIANC[ NFU TIL$ US FANAICA71YO, YAIOl1YO, EMIRIYO, IAtTALLIAO ANO f AORVCTii) SU,(t CJT 1[ RE3PONSUIE FOR MT OCSIAIIOI IAOMTNIS O[LIGNr ANT rAltYl[ TO is BG DL 7 •Q PSF DRW CAUSR427 00229007 ALPINE NL EAO[OT1�p[ $19. 1115 DES1n Cavo1MS YtrN APPLICAeit FlOVISmlS Or Not (NATIONAL. DESIGN BC LL 0.0 _PSF CA -ENG TSB/CWC tD ALPINE U{ N TA[i Sf IRrtOtI0A1uY[C YIIM TI11 09 /A/AICATIRO, MAYDLIIG. SNEPPINO� I11TAlll16 AND 1- ~ P[CIFL•'R17 41Olt$MID I A[ AHIAIGY /OrESt AND PAPE$ AStOCIATIOM) ANO TPI, AlP11C * * - irAtloF f fifAWS1tA, .1X19 O[719M. CtlIfO[Mf YITN APPLICABLE Vt0T1110A3 OF WS (NATIONAL p[fIOM 6 BC LL 0, 0 PSF CA -ENG TSB/CWC , onle[EEo�S HADinr ! ASTM As%! GIO CALY. SIUL, GCEPI AS AOTEO. APPLY COU Craft TO TOT. I.D. 33.0 PSF SEQN 164D0 .-.. SI[C,'I�y97 N r1r116r(y DT THl AMERICAN FOREST AMD FAIRER Af1OC1A1101) A90 TPI. ALF 141 [AG At USC, At, --.3 01N[RYIf[ LOCAT[D ON TNI$ D[tIG1, 'POSIT COAM[G10Ai I[R CanlctlNsb°M[ N30(,r{{[[`101A ASM AUS $IIID OL.L SiltL, ncl)r AS Norco. M/lT tORAItT041 T0. * * TOT.LD. .33.0 PSF SEQN - 16477 li '� DGI Her IDo ,ECu� TII nu oY 7NIi DAAYIM9 INDICATES ACCIfTAYCt OF PROrLS310YAL [1SSMEIAiN6 OUR. FAC. 1.25 FROM KO T� UtM r E Or TT��yy3,"A{D yAAAi[if OINfRYUC YOCAT[D 01 lN1Y DIS LCR, POSITION CUUt1US PIN r �N AIP� E PSOdI[^.Ct. IaO• CONPD9L1jItt AA 1LTTYCUIM"DDILS$ GII[OINI A[SPQRSIIILIN, oTHE r THE SOILDIIOI 11SAND a$[Por THIS Us At. it IAA ON TM1E OAAYtU ❑D1GTt1. ACCl1TANtE Or PAOfLf7I0p/A Gg1tU1N0 OUR. 1.25 FROM KD i, 61aID,auD,cn9sa7a A13urn 1 a� A)pincrLy�IK p �0 ILsrORt111tIIiCYY sOLtIT GOY TAt•7RUS! COMraltla O[Slw sRDY1. 1tE SOITAEILIiT AND DS[ ar f11s 9o.f• SPACING •• 24.0" 09aa0m0, CA 95829 CONIOYEIT rOR A11 tA[T CULAY RUtLD11G IS TN[I ESPDXSIIILITI Of TIE NOUDING DESIAM[A. PTA N ' A4SI1Tlt 1•ufs�kA. SPACING 24.0•••= I (SMIT0611-3MITH. J,.NARCiNIACK..:.05 T= -BASE) . .... ,. .. ..•• • • -THIS-bila PREPARED FROM'COMPUTER iI1PUT TLDADS'A b]NENStOWS) SUBMITTED BY TRUSS•1'ikR. • . , . (SMiTOBlI-SMITH, .HARCINtACK •- Da BASE sE1.55) • •• • • • _ _ • •' - THIS DWG PREPARED FR9M'COHPUTER INPUT (LOAOS'a DIMENSIONS) SD9HLTTED BY TRUSS MFR. TpP CHORD 2X4 DF -L 1 FBDT CHORD 2x4 OF•L 1 $ ROOF OVERHAND SUPPORTS 2,00 PSF SOFFIT LOAD. NEGATIVE REACTIONS (R�•6B2# MAX, SEE BELOW) REQUIRE UPLIFT BOT CHORD 2x4 DF -L #1 CHORD 2x4 DF -L #1 :B1 2x4 DF -L Weet.: CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. N WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. WEBS 2X4 DF -L Standard N N , "I $OOF OVERHANG SUPPORTS 2:00 PSF SOFFIT LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, PLATES DESIGNED FOR GREEN LUMBER PER NCS -97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/300.00. TOTAL LOAD. t r, CALCULATED HORIZONTAL DEFLECTION IS 0.251 I - ADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF BC LIVE LOAD PER UBC. IADDITIONAL LOADS PER TRUSS FABRICATOR DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. ITC -From 108 PLF at 6,00 to 104 PLF at A5.00 TC From 100 PLF at 6.00 to 104 PLF at 15.00 d TC - 172 LB Conc. Load at 6.00 TC - 172 LB Conc. Load at 6.00 cif IN LIED OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: c•D `***•* DEFLECTION MEETS ANDALL160PODETOTALMLOADR m TO ORALE TC 0 24.00 OC, OC 0 72.00• DC. `" "*"*•* TRUSS NOT DESIGNED SYMMETRICALLY / TRUSS SUPPORTS TC; MECN UNIT; UNIT CENTERED AT 2O RUS u SUPPORTED BY TC) HN1T WIDTH 2.0.01 SUPPORTED BY 3 TRUSSES. o **wr** 00 NOT TURN TRUSS END FOR END ******* 30 PSF 0C LIVE LOAD PER UBC, `j SHIM ALL S"PPORTS TO SOLID BEARING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:h U TO BRACE TC 0 24.00' OC, BC 0 40.00" OC, som ALI T W2.5X4 � W3X4 � SUPPORTS TO SOLID BEARING. W3X10 sa W3X6 4 W5X8 W3XB W3X60, W4X12 O (A) (A) W2.5X4 � (A) 42.5X4 ♦-. 95X12 ® 42.5X4 (A) er O F' 147 It © W1.5X4 so W1 5X4 44- X14 55�W5X691 4 I- B 42.5X4 0 W1L5X4 a X14® N/} r 4 W3X6 A W3X1 w W4X4 (R) b B1 a W7X8•As z W3Xe(Fl) as w r�3 't�0-•*-•°-'�-5.2.12--� 15.0-0 I 10-0 .0 _I" 20`0-0 T 40-0-0 OVer 3 SUpportS- R--683 W-5.5" R-3653 W-5.6' w 1� N / C- PLT TY WY .S th Wave TPI 95 R Oeai n Criteria: TPI STD •YARNING•• IUS{[1 A[OUTAE IATAIDE CMAC IN !ANA GI OA, NA�%NIPPING, nfTAILIAG AND ACINI. AErlt to NIS -Fl (AANDLGC I11TA, as AN) a 11 1 t I$At0 If Dt IVRusl Pun O - Tr.I,1y nna ll3 D•oN0r9w OA., SUIT[ too, NADI101. Yl s3f171. r0A SAFETY PRAttlt[E is 09 144 O r'! NIIC iN[t[ PDAtiIG{. YllLti OINIIYIlE tkCICAi[D, Tof tMDID $MAI[ YAt[.1tOnU1 RTIAC1[O Ft/ I { At PANELS- BOTTOM CNOAO SNAIL MATE A PAOPULT AtThill, 11610 Ct ILIPS. A= .. N M {7M1 ATANT VALLA SNA D 1 [011. /THIS DESIGN 10 N 12TA A 1 OS 'M' •• OD 1 IMF 1 ll 110 [ tGCI01. AMU INGI9[IA[0 I I c, 31ALL NOT It ILS1017 Il 01 A I t r IT Oil IAII$, NNUM THIS o Y Ifl9 !. ANY IlY1E 10 il�uo I1' CA t S[S IN tU1a1MAICt VITA FORM OR IANU:AtAMit PROVISION SOF 1019 ATIONALINO ANO ALPINE Si[S. TNn D[IIOI CONFORMS ,1T A APILICLSL[ rtOrt1101t or Ras (NATIONAL 0[[IIR r1[t 1MWPUAGE of 11 TAI MIIICAO !MI[T ANo FA 1. ASspCt9noN)) AILD III, ALP41 C YIL'UAI AOC ar tDNA ASTp A9f3 rr:A INTI. ,,Itl, ECCE11 AS 101!0. ARLi tOMYtti0A1 TO rY1R401 ,AMD UNlt3[ ...G...0 10G11p ON T11t D[tltN►0!11101 [D,, CT043 IU YIAiCrI p •A•I/' THE flAt ON TI11f p1AY119 INDICATES ACCIITANCC OF [UjYtSSI0NA4 INOINEtAlls 41no 8 &&Gond ?m a 0M7//11{` �Dy�lY FOR U[ 11111 COUPOItat 011ics 11094. THE SUIfAilllif AID USE OF THIS SIC* lmO CA 9582 POURr Jet Yi F&I"Lt. Itl11Dlot It TIE RISFONSIBILtIV of IK 10 total OICIsN1R. LEI . MSIf [ 1.71f IID 1011 A +_.. .. , . �V I 1D•U- 0-0 t„ 4 WSXd In .19-4-3 44X4 IB 4.9.5 .-1 7.6.3 W3X6as W4X4ca 16-D-0 w 42.5%4 EVA 16-D-0 w W3%6(F1 to W1.5X4 OW6X0® W3X10USE W1.5X4 W WUS(F1) f ) W1,5X4 M W1.5X4 N W3X6(B1) a A:b l=a 1.0-D 1-0-00-8.12---a.( 1•r0�,a 15.0.0 _ 10.0 0 5-0-0 - --a.� 20-0.05-2-10 14.9.6 40-0.0 Over 3 Supports �I R-143 W-5,5" R.-3207 W-5,6" R-1260 W-5:6" w R-968 W-5.5" `• PL 7YP Mau` T 1 R Design Criteria; TPI STD 1 CA 1 • E - Scale - 1875" 1; $ "1 � 18759 Ft c'3 TC LL 16.0 PSP ce e - REF 8427-•86402 ' REF R427•-86426 I 0 TC DL 10.0 PSF DATE 08/16/00 FROM KD O BC OL 7,0 PSF DRW cAU5R4f7 oomoo6 DC LL 0. 0 SF P_ C � 5 ) CA,ENG T D C IG / TOT,LD. 33,0 PSF SEQN -16474 DUR.FAC. 1.25 FROM KD SPACING 24.0" .- . .1. b {,+•y�' •" �" ••''�T ALPINE EdeDovnl oAhula, [no OIaN1019tq 9sIL IMO"• 11U3f[t ttOUlAt G11[N[ CAU A rAl11GTI0N. 0191144. SNIFFING, IN31ALLINS AMC Y .c YI103 To ntawt (NAIDLIAG 111TAllINC AID IAACIIG). PLILISUB Or TPI. t14U31 NUI[ lyr {Lit 'O1DIAl0 01., ttlTl lOO.. NAp"Ga. NI. .....1,. FOR SAl", ANACTICIS IAtOA t0 1 /UACiIUS. V11111 OUI[YIS[ 1GOICAIED,. TOP CHORD INALL N1t[ 0 t G [ to /R fl if ATIACN[D TT011 GOAD StA YAC g�eaa�r1 r LT_A r dtD NIUo c[iu1G, ll C A A01[Y t AC A-INPOa N�� IIfY A 1011 Or lots Otim 1D VAT 111,ItATION COITAACrDA. AMA[ tM11NE[R[D ANODYt 11C lL ADT OF 2111.41"1 f04 . All a', ATGA IAO" IMI[ OtS191t Alt (AIIUAE To • ll0 ILLS[[ COYIJAMAIC[. VITA iflt oA. FAIAICATINI. MANDL IND, 1X11PING. IItTAILUG AND fMy 1. rxu venal IClrol"1 3T ANtuunt OCIATIONI or T$OfIM (I1T101A1 0151 UP Ac Na r• 1"al,a •altCli GTI nntO Ar TM[ M[Altq rGbT AW fAr[I ASSOCUTIONI. AND TIM, ASr11L M 0610. ASTM 2011 UID GLV. StCIL a CUT At "DIED.. APILS. CORRECT 1; TO ucN DT �� rAltss o11tN1:n LOGrto oM,txl! a[sIG,.PannDR CtnP.croA1 ru ORAW IIGS t1[0I�1TORio, In 1., 01 ?Nil 04AYfMl I R1ICAT[f ACCIPTANC[ Or MOt[ISUTAL t sittliths iwvoipri�iOA AAV[ AIC�CULAS[IUIluE4a�fOli[[A[BE YfANI$133ILIT1 or IN IU�IDIOt OUIOitO ILLI 1MIf Alfllttt I•Ifl{ 1tCT101-L a• 6 � � TC LL 16.0 PSF TG DLO.. 1 0 , PSF BG DL 7.0 PSF BC LL 0.0 PSF � TOT.LD: 33.0 PSF ' REF R427•-86426 D A E 08/15/00 T '. DRW CAUSK427 00128040 TSB/CWC CA ENG TSB CNC $EON - 43342. OUR. FAC, 1.25 FROM KD SPACING 24.0" 4 IV r � M � (SMIT0811 SM[TN J.KARCINIACK„- D5..TNSC..BASE). - • ... ••TMIS•OWO PREPARED FROM'COMPUTER,114Plrf TLOADS 11'DIiiERSIOHS)•SUBNITYED DY tRUSS HFR. TOP CHORD 2x4 DF -L I!1 ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD, BOT CHORD 2x4 DF -L $1 cN.1 WEBS 2u4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/100,00 TOTAL LOAD. a ADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF OC LIVE LOAD PER UBC. ITC - From 188 PLF at 6.00 to 104 PLF at 15.00 N TC - 172 LB Cone, Load at 6.00 c'••A SHIM ALL SUPPORTS TO SOLID BEARING. Ci ]N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00. 0:, BC 0 72.00. OC. W2.5X4 0 W5X8>r! W4X4(R) W5X8 (A) W3X4 0 W2.5X4 G (A) 8 t- A) 4 B W2.5X4 0 W1.5X4 4o, 146X6 in A 4 W3X10 T 18.8-11 4-9-1i CA. W5XB�3X6isc Pa W2.5X4 SAL i W5X81R W1.5X4III w W3X6(FI) to W1.5X4 to W7X8= W3X6(81) E7 W1.6X4 W WI.5X4 10 z I, -,opo 15-0-0 -I_ 10.0-0 G 15.0-0 ` ,�. �TI • c � 20-0.0 'T n-2-10 T 14-9-6 --•40-0.0 Over 3 Supports R--127 W-5.5- R-3429 W-5.6" P_` R-1097 H-5.5' 0 PLT TY .: T5.H Design Criteria: TPI STD 12 -11b2 -CA/ -/l/ -/E/ -/-Scale -.1875"/Ft. ---Th A �•• IMO•• TIIYS2ER R[OYIA{ IXTRCME CML It FAN4ICATION. XMOI INi, 1" 111116. IN7fAll11{ Ma •0 I AGII TO HIN•/1 (MMaLING'ERCTALLIA, AID IkMI111I• Fe3LI5HE0 By TNI (11es111ATE 0 TC LL 16.0 PSF REF 8427--86429 IY Vi Sp 0•alartl0 M.. SUIT[ too. witol. MI SSIIf). ran SAPETT VAACTIC(S PRIM TO ri p ... IMF HJUAE [ rlScil0I2. UNL[SL OTA[AW(S[ INDICATED, TOP CYORD SMALL HAVE FROEIRLY ASIACH[D TC DL 10.0 PSF DATE OB/15/00 7A(lJJ EDITOR CMOAC SYAII NAF[ A lAOltglT A1TACi[0 RI410 CCILIYC. N 7 '•MP y f NISI A CONT OF THIS DESIGN TO THE INSTALLATION COtTRACTOq. Al1IN[ EICikC[ICO 6 '� PC DL 7.0 PSF DRW CAUSR427 00228049 Y JRA ISIDO. S l RDT BE LESIDES I SI[ FOR MY etvintai FROM THIS DCSlSN1 MT FAILURE TO Cp ,L ( B Il0 f I} CONFORHANC[ YITN TTS: OR rA[NICATIMG, NAIDIINM, SNIPPINS. INSTALLING AAD �. AL P I N.E ` LClo, OF�II 011. TATS OES1G1 COYFMMI WITH APPLICAILE TIOIISIONS OF NOS (NATIONAL DESIGN 6 BC LL 0.0 PSF CA -ENG TSB/CHC N[CIC CATIO" /RRL/SS UD er THE MITI ICAN 1011[77 00 PAPER ASSOCIATION) MD TPI. ALPINE cAUE pt AM (1Mj("0!. COCA RAN ADDS ORIO GALT. STUUI INC{n AS NOTED. APFLY CONNECTOR& TO * TOT. LD. 33.0 PSF SEON 43344 [ICM IIIIIIaOOE OF jj�RR[0 It"tR NL{SR OTAUNItt LOCATED OR THIS OISICY, POSITION CONIEC1045 PER d. - MAYIN,f IND.A>L T SCAT OM TRIS DIAYtYC INDICATES AtCEP TRACT OF FIOFC CSIO RAL EIiIREtTIIYR EUODYRRIY' r p BUR. FAC, 1.25 FROM KD AIP�� yAndDy�tb.IDe• �onioi[iilF MTLIAtT YEAR RtlIl01Ri ISCTNCTI[SPOMSIBIIITT Of TIE IYILDIkO DES GNED, rEI TRIS F N AI&t/IFI laps San/ae• BRACING 24.0 wa . (SMIT0911 SU1Tll MARCiN1ACX - _. /, . .11r,41 K-) •• - -••• • • •• ••• •- • •• ^THIS ON -PREPARED• FROM COMPUTER IMPOST (LOADS -t DTNENSIONS) SUBMITTED BY TADSS MFA. TOP CHORD 2X4 DF -L all NEGATIVE REACTIONS (R•=•3711 MAX, SEE BELOW) REQUIRE UPLIFT BOT CHORD 2x4 OF -L 111 CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. cN.1 WEBS 2x4 DFL Standard ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. t -n PLATES DESIGNED FOR GREEN LUMBER PER GIDS -97 TABLE 7.3.3: CALCULATED HORIZONTAL DEFLECTION IS 0.15• ADDITIONAL LOADS PER TRUSS FABRICATOR DUE TO LIVE LOAD AND 0.14' DUE TO DEAD LOAD. ITC - From 1B8 PLF at 6.00 to 104 PLF at 15.00 ti TC - 172 LB Conc, Load at 6.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED DN MEMBER. c" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. TO BRACE TC 9 24;00" OC, BC 0 72.00' OC. , TRUSS SUPPORTS 240@ MECII UNIT; UNIT CENTERED AT 20-8-8; 10 PSF BC IVE LOAD PER UDC. SUPPORTED BY TCI UNIT WIDTH 2.0-0; SUPPORTED BY 3 TRUSSES; W2.5X4 9 W6X81a W3X6 44c - (A) W5X6 O (A) W4X4 o W6X8 0 (A) B I- W1.5X4 ENDW6X6at 4 � `� ° W2.SX4 0 waX14Y a 4HIM 0 4.9.5 - -18-2-3 �• W5X6 101 C-4 W6X6(R) % j ..•16.0.0 W4X12 m Wl 5X4 II z WM(F1) GPs W1:5X4 N W7X0m W3X6(01) o 141.SX4 It W1, 5X4 0 tZ, I= c T 1.0.0 7.2-12 -• 15.0-0 f 10-0-0 t� 15.0.0 y; 20.0-0 'r5.2.10 'f' 14.9.6 �I 40.0.0 Over 3 Supports R--372 N-5;5" R-3566 W -5,5W •� R-1204 W-5.5' M � PLT T 9 YP.Vave 11c99NR DesVn Criteria- TPI STD 19 AIR111 CA - 1 E Scale -,]8fD rls "P t US- WAR TOC Nle Il (RAIDLINi IIAAIIIMG 1110 Be�eeiit)°AliueiiiN[o it rii; Iii�uis ii�Tc C ES710 TC LL 16.0 PSF t d A! REF R427--86433 `•?" IUs L set D'Oa0ERt0 DI,. sett[ to., RADllat, el :7111), fall SMTP+ PNACIICCI PRIM 10 ,^ "• It[[jj11M77����TT1, IIEIL ("Minh. UNits& 0111111111E INDICATID IOP CYORO SMALL NAV[ 1ROFINcf ATTACHED '•► TC DL 10,0 PSF DATE 08/15/00 ,'. 4IAIIClM RANI'-. IDROM CIORo &MAIL "Art A "a tALT ITTI(NED AIGID CEII IAL C.. A 1tiiR RTT • fYAAISN A Co1T or TNI- 015160 TO TAL 1A1TA[lAT1aM [DAIAIETDA, Al11ME IMSCA((ACa o 1 tNALL YDC It R1110Still[ TDA MT 0[IUTICE FROM 1,111 0[31411 All WIVAt 10 1^ BC DL 710 PSF DRW CAUSR427 oo22Dn5o eUi D )N ili IR CONIMMANCt DOS T/)1 OR rIARIC4711A HANDLING.. SHIPPINL INSTALLING AND r - eutri0 / 11M THIS DESIGN top in Mit" AVrIFWAt PROVISIONS Of IDS (YAtIONAL OltI4N OC LL 0.0 PSF - ALPINE trfa►t 011 001HEDeTINEAMIRICAYrUA[STAMD 4 CA ENC TSD/CWC TT M/tlAC10CiATIRA)AIDTII, Atf11E t}. TOT. LD. 33.0 PSF SEAN - 43346 COMECT9112LUR�"ROI A' [oGA Atfi ANSI 11+0 SAID, &IEtI 11c(AT AS NDI[0 APPLY [OIIFL)DNl 10 DIAY4lAPq11 rAcL.00 tR1111fl, /AD usttis nn 1, [ocAno M TN35 Dllnt. Ias1rEAN tenlelDA4 /n .alfa' DUR1 FAO, 1125 FROM KD 3111 !, 9HC S(AL Or lllf DUMIRS INUICAIII ACC91TANCt orIROIERtI0JAL EI611EtuM P'- A;p TON 41cdI)at1 i00, YSieil outs FDA TA{ lAY's COMNa...t 0111GA INOWL ThA &GITASKITY ISO YSF OF volts B�G�� •w ys� AON10M[R / A ./ARTIERIM IgEDlli IN INC 1tS10k111111Tr 01 GME RUILDIER Dt&1tItA, Pit Alslr II jrS ITION 1, SPACING 7.4.0' r _„ jSHiT0811 Stl1J11_/_MAAfJ H L\CK._. DB_TMSC.BASE) ---•- - - - ••----• -•--- ill[3 ONG PREPARED•FROH""HPUTER INPUT (t0A05"6.OINENSTORS)'SUBMI1'TED DY' TRUSS-NFr' -'- TOP CHORD 2X4 Dh-L ¢1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DOT CHORD 20 DF -L #1 N WEBS 2x4 OF•L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 1\ �- PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3,3, DEFLECTION MEETS L/240.00 LIVE AND L/100.00 TOTAL LOAD. ri ADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF OC LIVE LOAD PER URC. ITC - From 180 PLF at 6,00 to 104 PLF at 15:00 TC 172 LO Cone. Load at 6.00 c'"AIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ci TO BRACE TC 9 24.00. OC, BC 0 72.00. OC. SHiM ALL SUPPORTS TO SOLID BEARING. W2.5X4 W5X8 W4X4* W5X810 (A) W2.5X4 4D W2.5X4 v (A W2.5X4 m W1. 5X4 m WbX6 ® 4 `- 711 I k 4 W3X10 is .� 18-7.11 W5X80 M60 4�-5 C-AW2.5X4 o ^- C-3 16-0-0 a W5X81=! 147:5X410 w W3X6(Fl) TTi W1.5X41D WOGm z !11.5X4 YI WM(Bl) m y W1.5X4 Ip z i w ilw )•0.Or LNG 15-0-0 10-0.0 I 15-0^0 20-0 0 > 5.2.10 F 14-9-6 jE---- 40-0-0 Over 3 Supports R-•102 W-5.5' R-3312 W-5.5' R-1027 W-5.5' PLA TYR✓�'WaVe PI.95 R c Des1 n Criteria: TPI ATD 19 CA 1 -/E/-/- Scale -.1875* Ft. • / ••YAR S HIND•• 1AUSS! RlOUiAE [LINER! CMt IA rMA1CAT10t. HANDLING, SJIPPIAG. IISTAtIINi MD eNACINO. url4 TO Mu•n (HANDLING INSTALLING AND g4CI..) IUILISTED ET 111 (TR03s PLATE �.� f) TC LL 16.0 PSF REF R427-•86437 C= IRSI1fYR, 111 O'ONOfkla D4.. 2111E too. MADISON, Yt S)/l/), 1011 2AfRT IAACTICH X1011 TO I= P!RFU"lgc iIES[ EVICTIONS, UllEit OTHEANIS[ INDICATED. TOP CRM, SNAIL NAIL IAOPINIr ATTACIlO TC DL 10.0 PSF DATE .08/15/00 INUC1URAL FINAL$. 0017011 CHOAO SHALL NAYS A PAOP(Atr ATTACHED RIGID CEIl11a. N 0 ,.: ., P PORTANT•• /UANERM A COPT Of THIS DESIGN TO TIE INSTALLATION CONTRACTOk, ALPINE (NGIN(ERID p Nry�1CTS, ILC. SMALL NOTES Alt SIDLE FOR MT OEVIAvlal FACM THIS UERIMI ANY FAILURE l0 BC DL 7.0 PSF DRW. CAUSR427 0022a05I CJ7 �,IfA! E 1111"E5 to COAfo"Aw YITN TP11 OR rMRICATINI- HANDLING S A L P I N E�` pIf11N1. INSTILLING AND WN I,A TIPTSC I. THIS DISIt1 CONFORMS WITH AIPLICMLC Flalif101S OF NOs (NATIONAL /9410 PC LL 0.0 PSF CA -ENG TSB/CHC .... , .$f Clii 101 PUILItNED DY TN! MERtCAs rDACST MD PAPER AfSOGATINN AMD IPS, ALPINE C•1 TO CIO Ml MAO( OF •DOA ASM ADIS U40 GAIT. STAR• [ICNF At NOTED, APPLY COSNECTORS TD OF E ACE 0f Ttvis, AND UN1R7f Dtktkkl SE LOCATED DN THIS 0121011, POSITION CallECfMt PEA TOT, I.D. 33.0 PSF SEQN 43339 INR A•t. TNt SEAL ON ISIS DAMIID IIOICAT93 ANEPTMCE Or PROFESSIONAL [IGINEEA(MO RES IVY SOI fC* (LY AJ1 11lISSCUIS FORYDESIM &IIYI. THE SUITAIIII N DUR.FAC. 1 25 FROM AfPlpp gmtrtd uGe,iEn ° TT AID W&c DP tntt FR M KD /� 9/enaDAtD,CA 95826 P MT IMTIC2tM lY1lDIMi l5 tkE N[SIUNfI01l ITE Dr TREDUIEDtYG DESIGNED, TIN SPACING 24.0" stCf10M L. •[+ads` 7 (SM_ITQBII .aWTH /. MARCINIACK( DO••SCTSS'BASE)• TIIIS'DUO PREPARED-FROH CURPUTER INPUT (LBADS a biHEf(510os) SUOMITTED BY TRUSS MFR. TOP CHORD 2x4 OF•L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 OF -L 11 ti WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD, �jADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF BC LIVE LOAD PER UBC. TC- From 188 PLF at 6.00 to 104 PLF at 24.00 rTC - 172 LB Conc. Load at 6.00 TRUSS NOT DESIGNED SYMMETRICALLY DO NOT TURN TRUSS END FOR END **"***° !"'IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: L� TO BRACE TC 0 24.00' OC, BC 0 72.00. 0C. -1 SHIN ALL SUPPORTS To SOLiD BEARING. 4 t* _DC C� 112.5X:3X4 @ IJ W3X10 RUN W5X84 (A) W2,SX4 d W2.5X4 0 D r (A) B Wt. 5X4 GIG W1.5X4 @ W5X6R� C_ W5X81% rai 4 W3X6 o W3X8 8 4` 19-0-3 C= WGX6 a W3X6 w W2.5X4 Ar w W2.5X4 m16.0.0 r>rt W3X6(Fl) is W3XG(Fl) sa Ab z c t I,o,O z 9-0.12_--�_I 1`00 15-0-0 10.0-0 15.0 C 20.0.0 r 20.0.0 I' 40-0-0 Over 3 Supports R-•94 W-5,5' R-3319 11-5.511 R-920 W-5,6* Tom.; m c'! PLT TYP, Wave TPI- 95 R Desicin Criteria; TPI STD 1 _CA-/./-11-/`E/-l- Scale -:187511 Ft. MMOL, k INOSE[[ .91lot EXTREME CARE IN FMRICAT101. MMDLINO. SNIPPING, INSTALLING AAD (� / FItEY33ACIfYtGA(SIS llt G�ONOFAI0,0(R.NOLINCI IUITS 200�ALL lit MADI3M�aYlµCSSilf) F wall I01C{�ftlT Tri INMSIiii°ialoiATE tlDFEJS/Otf/ TC LL 1610 PSF REF R427--86413 CS •IlN(pDAN�NG TNISt tyktTIUU VALID$ OTHERWISE INDICATED, for CHORD SNAIL MARE PAOF(RLT ASTACHID t, TC OL 10.0 PSF DATE 08/15/00 d , �! A(ENP Ul IAIEIt, IOITOX 1111,. SHALL ANNE A tR0([ALT ATTACXIO RIGID QILI10. h r C ruRxISN A COPE Of TNI[ O1fIeR.iO THE ItAAlLAt101 CONhIt OR, Atv"1 11,101[11, "O PC DL 7.0 PSF DRW CAUSR427 00228046 i 777TTT555SSSwwwwww 111111 C N A FDD u1 Nor e[ u&1 S�1 0 T DalelE (M ANY Rdu[lor (ADN THIS SNIFFING, Mr A11101 Ia T S COIIOIMAICL W t TN 0 �. - C �N I N 11 r At NAkOLtYs. SNIIP 1 •-1 ALP INE IIA IkL . 1 oc (RATIONAL Di AIR ES ,7X11 OINICN CONrg1M5 YITN ANILItMt[ EROgtlGlf OI NOS (NATIONAL 0[SI{R BC LL 0,0 PSF CA -EMB TSB/CWC S1[CEFSC )) T TIE AMINICM JURIST ASO (APIA ASSOCIATION) Aro TPI. ALPINE 'k TO . LD 3 CPpM FAIN W )AN ASTM ANSI WAIN GALI. IT [I, ERCEPI At NOTED, APPLY CONNECTISt TO TOT.LD, 3.0 PSF SEAN - 43281 FAC( 11�ENAMOTMERNIISE .IUCAIID DN TX�1 D[SION, 1051TIOY COAN[CtMfNCR trti OAMIp4 VNO CATft ACtlPTMCI OI nor[SSta/M EriefMlfA1n r If[" M[RT DIf�,[S11ol." TNt [NhuttitrARD Us o s DUR: FACX 1,25' FROM XD CONI I o1EG IS IEC 1110115 t,It1TT oI IXt I[lLotkG alSIIAIG.(FRlilSNI SPACING 24c0"MST TPI NIS , ,. - z-, O, / V (i�G, L als� JF r r _„ jSHiT0811 Stl1J11_/_MAAfJ H L\CK._. DB_TMSC.BASE) ---•- - - - ••----• -•--- ill[3 ONG PREPARED•FROH""HPUTER INPUT (t0A05"6.OINENSTORS)'SUBMI1'TED DY' TRUSS-NFr' -'- TOP CHORD 2X4 Dh-L ¢1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DOT CHORD 20 DF -L #1 N WEBS 2x4 OF•L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 1\ �- PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3,3, DEFLECTION MEETS L/240.00 LIVE AND L/100.00 TOTAL LOAD. ri ADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF OC LIVE LOAD PER URC. ITC - From 180 PLF at 6,00 to 104 PLF at 15:00 TC 172 LO Cone. Load at 6.00 c'"AIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ci TO BRACE TC 9 24.00. OC, BC 0 72.00. OC. SHiM ALL SUPPORTS TO SOLID BEARING. W2.5X4 W5X8 W4X4* W5X810 (A) W2.5X4 4D W2.5X4 v (A W2.5X4 m W1. 5X4 m WbX6 ® 4 `- 711 I k 4 W3X10 is .� 18-7.11 W5X80 M60 4�-5 C-AW2.5X4 o ^- C-3 16-0-0 a W5X81=! 147:5X410 w W3X6(Fl) TTi W1.5X41D WOGm z !11.5X4 YI WM(Bl) m y W1.5X4 Ip z i w ilw )•0.Or LNG 15-0-0 10-0.0 I 15-0^0 20-0 0 > 5.2.10 F 14-9-6 jE---- 40-0-0 Over 3 Supports R-•102 W-5.5' R-3312 W-5.5' R-1027 W-5.5' PLA TYR✓�'WaVe PI.95 R c Des1 n Criteria: TPI ATD 19 CA 1 -/E/-/- Scale -.1875* Ft. • / ••YAR S HIND•• 1AUSS! RlOUiAE [LINER! CMt IA rMA1CAT10t. HANDLING, SJIPPIAG. IISTAtIINi MD eNACINO. url4 TO Mu•n (HANDLING INSTALLING AND g4CI..) IUILISTED ET 111 (TR03s PLATE �.� f) TC LL 16.0 PSF REF R427-•86437 C= IRSI1fYR, 111 O'ONOfkla D4.. 2111E too. MADISON, Yt S)/l/), 1011 2AfRT IAACTICH X1011 TO I= P!RFU"lgc iIES[ EVICTIONS, UllEit OTHEANIS[ INDICATED. TOP CRM, SNAIL NAIL IAOPINIr ATTACIlO TC DL 10.0 PSF DATE .08/15/00 INUC1URAL FINAL$. 0017011 CHOAO SHALL NAYS A PAOP(Atr ATTACHED RIGID CEIl11a. N 0 ,.: ., P PORTANT•• /UANERM A COPT Of THIS DESIGN TO TIE INSTALLATION CONTRACTOk, ALPINE (NGIN(ERID p Nry�1CTS, ILC. SMALL NOTES Alt SIDLE FOR MT OEVIAvlal FACM THIS UERIMI ANY FAILURE l0 BC DL 7.0 PSF DRW. CAUSR427 0022a05I CJ7 �,IfA! E 1111"E5 to COAfo"Aw YITN TP11 OR rMRICATINI- HANDLING S A L P I N E�` pIf11N1. INSTILLING AND WN I,A TIPTSC I. THIS DISIt1 CONFORMS WITH AIPLICMLC Flalif101S OF NOs (NATIONAL /9410 PC LL 0.0 PSF CA -ENG TSB/CHC .... , .$f Clii 101 PUILItNED DY TN! MERtCAs rDACST MD PAPER AfSOGATINN AMD IPS, ALPINE C•1 TO CIO Ml MAO( OF •DOA ASM ADIS U40 GAIT. STAR• [ICNF At NOTED, APPLY COSNECTORS TD OF E ACE 0f Ttvis, AND UN1R7f Dtktkkl SE LOCATED DN THIS 0121011, POSITION CallECfMt PEA TOT, I.D. 33.0 PSF SEQN 43339 INR A•t. TNt SEAL ON ISIS DAMIID IIOICAT93 ANEPTMCE Or PROFESSIONAL [IGINEEA(MO RES IVY SOI fC* (LY AJ1 11lISSCUIS FORYDESIM &IIYI. THE SUITAIIII N DUR.FAC. 1 25 FROM AfPlpp gmtrtd uGe,iEn ° TT AID W&c DP tntt FR M KD /� 9/enaDAtD,CA 95826 P MT IMTIC2tM lY1lDIMi l5 tkE N[SIUNfI01l ITE Dr TREDUIEDtYG DESIGNED, TIN SPACING 24.0" stCf10M L. •[+ads` 7 (SM_ITQBII .aWTH /. MARCINIACK( DO••SCTSS'BASE)• TIIIS'DUO PREPARED-FROH CURPUTER INPUT (LBADS a biHEf(510os) SUOMITTED BY TRUSS MFR. TOP CHORD 2x4 OF•L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 OF -L 11 ti WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD, �jADDITIONAL LOADS PER TRUSS FABRICATOR 10 PSF BC LIVE LOAD PER UBC. TC- From 188 PLF at 6.00 to 104 PLF at 24.00 rTC - 172 LB Conc. Load at 6.00 TRUSS NOT DESIGNED SYMMETRICALLY DO NOT TURN TRUSS END FOR END **"***° !"'IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: L� TO BRACE TC 0 24.00' OC, BC 0 72.00. 0C. -1 SHIN ALL SUPPORTS To SOLiD BEARING. 4 t* _DC C� 112.5X:3X4 @ IJ W3X10 RUN W5X84 (A) W2,SX4 d W2.5X4 0 D r (A) B Wt. 5X4 GIG W1.5X4 @ W5X6R� C_ W5X81% rai 4 W3X6 o W3X8 8 4` 19-0-3 C= WGX6 a W3X6 w W2.5X4 Ar w W2.5X4 m16.0.0 r>rt W3X6(Fl) is W3XG(Fl) sa Ab z c t I,o,O z 9-0.12_--�_I 1`00 15-0-0 10.0-0 15.0 C 20.0.0 r 20.0.0 I' 40-0-0 Over 3 Supports R-•94 W-5,5' R-3319 11-5.511 R-920 W-5,6* Tom.; m c'! PLT TYP, Wave TPI- 95 R Desicin Criteria; TPI STD 1 _CA-/./-11-/`E/-l- Scale -:187511 Ft. MMOL, k INOSE[[ .91lot EXTREME CARE IN FMRICAT101. MMDLINO. SNIPPING, INSTALLING AAD (� / FItEY33ACIfYtGA(SIS llt G�ONOFAI0,0(R.NOLINCI IUITS 200�ALL lit MADI3M�aYlµCSSilf) F wall I01C{�ftlT Tri INMSIiii°ialoiATE tlDFEJS/Otf/ TC LL 1610 PSF REF R427--86413 CS •IlN(pDAN�NG TNISt tyktTIUU VALID$ OTHERWISE INDICATED, for CHORD SNAIL MARE PAOF(RLT ASTACHID t, TC OL 10.0 PSF DATE 08/15/00 d , �! A(ENP Ul IAIEIt, IOITOX 1111,. SHALL ANNE A tR0([ALT ATTACXIO RIGID QILI10. h r C ruRxISN A COPE Of TNI[ O1fIeR.iO THE ItAAlLAt101 CONhIt OR, Atv"1 11,101[11, "O PC DL 7.0 PSF DRW CAUSR427 00228046 i 777TTT555SSSwwwwww 111111 C N A FDD u1 Nor e[ u&1 S�1 0 T DalelE (M ANY Rdu[lor (ADN THIS SNIFFING, Mr A11101 Ia T S COIIOIMAICL W t TN 0 �. - C �N I N 11 r At NAkOLtYs. SNIIP 1 •-1 ALP INE IIA IkL . 1 oc (RATIONAL Di AIR ES ,7X11 OINICN CONrg1M5 YITN ANILItMt[ EROgtlGlf OI NOS (NATIONAL 0[SI{R BC LL 0,0 PSF CA -EMB TSB/CWC S1[CEFSC )) T TIE AMINICM JURIST ASO (APIA ASSOCIATION) Aro TPI. ALPINE 'k TO . LD 3 CPpM FAIN W )AN ASTM ANSI WAIN GALI. IT [I, ERCEPI At NOTED, APPLY CONNECTISt TO TOT.LD, 3.0 PSF SEAN - 43281 FAC( 11�ENAMOTMERNIISE .IUCAIID DN TX�1 D[SION, 1051TIOY COAN[CtMfNCR trti OAMIp4 VNO CATft ACtlPTMCI OI nor[SSta/M EriefMlfA1n r If[" M[RT DIf�,[S11ol." TNt [NhuttitrARD Us o s DUR: FACX 1,25' FROM XD CONI I o1EG IS IEC 1110115 t,It1TT oI IXt I[lLotkG alSIIAIG.(FRlilSNI SPACING 24c0"MST TPI NIS , ,. - z-, O, / V (i�G, L als� JF , . 5 (.SNIT0811;$lIITM / MARCIHIACK - 010 SCISS•BASE) THiS DWG tREPARED FROM COMPUTER 'INPUT (LOADS f 61R2NSIONS) SUBMITTED 9Y TRUSS MFR. TOP CHORD 20 OF -L #1 NEGATIVE REACTIONS (R-•551# MAX, SEE BELOW) REQUIRE UPLIFT BOT CHORD 2x4 DF -L #1 :B1 2x4 DF -L #1ABot.: CONNECTIONS CO6TINUCIIS TO FOUNDATION OR OFFSETTING DEAD LOAD. cN.l WEBS 2x4 OF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ' PLATES DESIGNED FOR, G^,EEN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0,20" Y� ADDIT:3NAL LOADS PER TRUSS FABRICATOR DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. ITC From 180 PLF at 6.00 to 104 PLF at 15.00 TC 172 LB Colic, Load at 6.0D (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. M TRUSS NOT DESIGN[.: METRICALLY ****** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DO NOT TURN TRUSS END FOR END ***Y*** xl 1 10 PSF DC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: .11 TO LRACE TC A 24.00. Be, Be 0 48.00. Be. W3X4 9 Main 14;X6 10 SHIM ALL SUPPORTS TO SOLID BEARING. W3XB.0 (A) ,.) W2.5X4 '17X84 / er -1e W1.5X4 Bit1461'6 a WI.5X4 >9 E"'-• W3X14 6 4 143)(6o143X30 rat 4 o4W4X6y W3X6® -� 17-10-3 Ell W2.5X4 aD w W6X8(R) p 16-0-0 a w W3X6(F1) ra W3XB(F1) ft PZ; .- z w 1'D'o 1.0.0 r=, G 6-2-12-� •.,,,,. 15-0-0 30-0-0 15-0-0 20-0.0 20.0-0 it Ll 40-0-0 Over 3 Supports 011 R--551 N-5.5' R-3617 W-5.5" R-1172 W-5.5" a rn N /-� C . PLT TYP. W T � PIr-8. E;•N ay r. _ Design Criteria: TPI STD 19 CA - 1 - E - Scale -.1875"/Ft. • J•i < I; Act A usns o it(NAOOII CS CARE IN FU I IA Cl�!)HUPLIAQ, I IF IRG INITAUING rl CD TC. LL - 16.0 PSF SYsr)) [. 07jpD�•ypD to OR., SOITE too. NADIso". YI 531111, FDA lA/RTY FAACTIC[S tAIDA 10 9�� � REF R427-86416 p f..,,yp 1E1fOof No CS["f1SCi wins OTN[IYIS[ 1101CATED, TO? CNOID SMALL HAVE /SOILALf ATTACHED TC. DL 10.0 PSF DATE 06/16/OC C= STIIYCY t hlli} SIALt XAIC A I PIALY ATTACHED RI010 CCILI1o. cl.l •tMIHPOgLA IF S OTS 0[fliN to THE INSTALLAIIOX CONTRACTOR. ALPINE INGINIERED BC DL 7.0 PSF DRW CAUSR427 00229009 T C !NIDIDT5� INC. YI T(`0E R[ DI III[ FOR ANY DEPEATIDA rBDH THIS DESICII ABY rAILNAC TD ' c.o%A�LPINE: NILldaNM1ALIS{tS I: HFgR17LYCE IN IFIL OA rAsRICATIU. HAIDLING. SHIFFIM4( IN«A1LIND AND BC LL 0.D PSF CA -ENG TSB/CWC .�, Iucl IIDU TN Uttt 111 1DS ICA....... H' YI1N AIFLSCAIS[ tlOS ISIDIS Or X02 NATIoSAL Pistol stlCIII 110 1•X01 ISN[ BY D IHAl1tl �IA,N (OA[ST ANO IM CA A320CIATIOq AND SFS'. AIriIF COIIEtTONf A For oaA Astra -Ii1 :Ato eAlr. suu, tic«FAA xat0. At coutctols To * TOT. LD. 33.0 PSF SEON 16483 [ACX FACE IF IAtlif, Al hl[Sf,gTMt ISNiOCAtto Op THIf D[YIC1, POtii1OH COXI(C1Gas FCR -rq DtAYIOf 1a0 A•l. T t SSu4 is -"1-i Ir01CAI11 I'll ANCI Of'AOF"1111"I it6U[«INo OUR. FAC. 1.25 FROM KD Inc, CONS01[NTtstolsifiSiOR ANYS10111ILASNOTOAILDINuss attrtISTREIPSAIMILITY Of N[ IYILD Nd WIGS[$, PER THI! Spllmentu,G 3011 A1SIlIII 1•.....(CTIOD t. ,;.Y; SPACING •24tON (SMIT0811-SMITH J-HARC1NIACK a 011 .SCM BASE)- • T4LIS 011G PREPARED FROM-COHPUTER-INPUT XCOADS'A OIITERSI6NS) SUBMITTED BY TRUSS HFR. STOP CHORD 2x: DF -L #1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* ROT 0ORD 2X4 DF -L #1 :01 2x4 OF -L #lABat,, WEBS 2x4 OF -L Standard NEGATIVE REACTIONS (R--6991 MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. PLATES DESiGNF.O FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT' LOAD. Icy ADDITIONAL LOADS PER TRUSS FABRICATOR 1LI TC From 106 PLF at 5.00 to 104 PLF at 15.00 CALCULATED HORIZONTAL DEFLECTION 130.27" TC - 172 LB Conc. Load at 6.00 DUE TO LIVE LOAD AND 0.23' DUE TO DEAD LOAD. oj cn IH LIEU OF STRUCTURAL PANELS 01 RIGID CEILING USE PURLINS: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, o TO BRACE TC 0 24.00` Be. BC 0 48.00" Be. TRUSS NOT DESIGNED SYMMETRICALLY DEFLECTION MEETS L/240.00 LIVE AND L/100.00 TOTAL LOAD. ***«** DO NOT TURN TRUSS END FUR END ****** 143X 10 PSF Be LIVE LOAD PER UBr. 6 0 N5X8:a SHIM ALL SUPPORTS TO SOLID BEARING. _ 143X8 Q 143X6 G (A) (A) 142.5X4 W5X12 e O r W7X8 n D 141.5X4 .a 141.5X4 YM W3X14,5 (A 4 143X6 rg W3X10 4, ` 4 m W4X4,o HS2512 air 7-5.1 w Bl H2.5X4 14 15.0-0 W8X0lo C4 W3X6(F1) Via WUO(F1) w 1.0.0 1.0.0 '•r► -w -4-11-&-0-)•...• ,I_ lo•o 0 15-0-0 zo•o-o 20.0.0 � f` 40-(1.0 Over 3 Supports a R--699 W-5.5' R-3645 W-5.5' � R-1292 W-5,5• rn PLT P H I t'ien th Wave TPr-9511 Oesion Criteria: TPI STD 1 CA! -111-/E/-/- Scale .1875" F/ t. ••YAR11I13- TAVISI, REQUIRE SAR M CMC 10 FAIAICATION, HANULIrs, SNIPFIti, INSIMINO AAO Ac N1. it r 1 • Nu 1c Ic r E TC LL 16.0 PSF 1 R IA o ro n DUNG t Tutt 1XJ 1[ 1 nit 30911 0 r REF R427-86419 I Mc , 1 t 1 1TI_..n1Yfl talc 142 O "•,`�AA ISri-TV T[, 111 041110«10 0A„ SNITS Ito. IRADINDI•TE lop Clo STH U NAV FAACTICCS AIIOB TO rl A � S B S 1 Y A • 1 ,. R NI f IY VITR t. 0 SLS_ O[ EIY1f1 1MOPCRLY OI [M010 SHA NI01 A 'Y N 1 Ll. C IRME St AITu (0 •C DL 10 O D_08116100 � �, I 1 PSF ATE ll C ry. 1�, MELS, TRITON [ACID f 11 HAVE A I10 711Y 1TTIIIAI 41610 TCILIMO, N A • !USIPO►IIM�}y, PoANIt1 A CO/t 0i 1MIt o[SI11 TP NE IAlt4lAT10l t0«lA«ON, Wilt 111111100 6. 1 ' A BC OL 7.0 PSF DRW CAUSR427 o0729010 • JAOUppCCTIff�ss [[EE[11113111C1�$ `NON II RF.lro1S]IlE ION ,ANY DIEIAIIOS IAD7TXI! DI11IY1 NOV FAILr1l Io"� IRT - Ntl113d1 M !{lS1AC�, CdOORMANt( RIN IF1I OR 11141CATtAt. NAM01P11. IYIPPIYS...INSTALIINI AID ALP IN IlAL11I,F4f41"qy tI. Et.T TOt ol,14R CONIOAAS will AMICADII PRO 111011 Of 405 (RATIONAL Pttlil BC LL 0.0 PSF CA•ENG TSD/CWC IlCIl ICAiibW 1t It NP tF TNI AMERICAN FOREST ADD PAFTR ASSOCIATION) AND 111, ALPIA[ t CONj1CT01t A p F too St" A6f1 GR40 GALT. Situ FICCPi At 10111, APPII CONNECTORS t0 * TOT. LD. 33 .0 PSF SF.ON - 16486 h LACA flt Or S((1AApryfD�A )kill DiNtAgt$t LOCATED DA I" I DRU M• POSITION. CONVECTMI PER _ M/MIOI 1{0 A•t EAl OR THIS DRAYTA► I"ICATES ACCUTANI if P1Ot it ONAL. ENI N 10 �e _. I RtlrOu lf«F 44 4A Dow[ TROTS coma Dluu sNO51,. LLS SOITA11uTr AM Ust oltiX« DNR.FAC, 1.26 FROM KD s.Q1NGm1o,Ca93RI1 «Ht01[I ISOA I TIW 1012011 Is IMI Aft/0N{t1I111Y OF 101 IYIIOItG DECIM(I, PSI ` N At IITPI vINl 5«TION R, _ ( .., SPACING 24.0 r r�SQ (aM110M11.3FilIH. / MARCINIACK.r D12.SCISS BASE) -•4.44- •••- •• -• •••• THIS•ONG.PREPARED FROM COMPUTER INPUT" (COAOS'8 DiRENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2x4 DF -L #1 NEGATIVE REACTIONS (R--712# MAX, SEE BELOW) REQUIRE UPLIFT BOT CHORD 2X4 OF -L #1 CONNECTIONS CONT114000S TO FOUNDATION OR OFFSETTING DEAD LOAD. WEBS 2x4 OF -L Standard :148 2x4 DF -L #i: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. " PLATES DESIGNED FOR GR -EN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0.32' 'j ADDITIONAL LOADS PER TF.USS FABRICATOR DUE TO LIVE LOAD AND 0.28• DUE TO DEAD LOAD, ITC From 108 PLF at 6.00 to 104 PLF at 15.00 v TC - 172 LB Cone. Load at 6.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. E -'IH LIEU OF STRUCTURAL PANELS OR RiGID CEILING USE PURLINS: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. a TO DRACE TC 0 24.00" Be, Be @ 72,00. OC. IO PSF Be LIVE LOAD PER UBC- ****** TRUSS NO'i DESIGNED SYMMETRICALLY ****** •Mr*** DO NOT TURN TRUSS END FOR END ******" 14300 W3X8 44 W6XBc SHIM ALL SUPPORTS TO SOLID OEARINQ, 142.5X4 0 (A) NB (A) 142, 5X4ar W5X1210 e1- ,e W7XBes 141.5X4 a W1.5X4 Air W3X14 tg (A �12 is 143X14 4 ` i 144X443HS2512 ANY w 17-2-3 w 145)(1453 142.5X4 s E-0-0 C-3 W3X6(F1) vs W3X8(F1) all TT R z 1-0.0 1.0.0 w ••--�-4 - 2 -1 Z-� •�-•• 15.0-0 _1_ 10-0.0 _I_ 15-0-0 I Aa �� 20.0-0 SIT 20.0.0 '1 �-- - 40.0-0 Over 3 Supports 8--712 N-5.5' R-3581 U-5.5• R-1369 W-5.5' n.. 0 PLT__T*P.. 1(ig��D Stren th,Wave TPI -95\R Design Criteria: TPU STD 19 CA/ -11/-/E/-/- Scale -.1875"/Ft. O-'SI"IN Jy-C, '-YARNING•• Kul". REQUITE EITRENt CARE IF EAIAICATIOM, HANDLING, SNIFFING, INUALLM ASD w 1112113. REIEI To nf•u (RANOUn NI INSTALLING AND DA9100). POWSHED BY l (TRNll PLATE �,OfE1�k1,/'I- TC LL 16.0 PSF REF R427--86422 SSTITYtt; Sef O'olonlo DA.. fY1,T I'D. NADI&ON. NI 631101, FOA "FEET PRAOIICtS rKloM To '4 CAMIXG iA[SC IYFCTIOMS. UALESS 11AV«E INDICATED• lot CYOAD SNARL HAVE FAOrERLY ATTACHED 1 TC DL ID. 0 PSF DATE 08/15/00 LAY fAMtlf. LOTION CHMD SHA•,1 AAIB A 110FIALT ATTACKED 114tO CIILIXG.. 1 " •'" �•IEVOR •• rYAAISA-A COPT OF 1913 DISION TO INE IASTAUATION COMYRACTDR ALP 11E 11GINEEAED 6 A BC DL 7.0 PSF DRW CAUSR427 00228047 •Rto C1 , . SIAll lot BE RESPONSIBLE 104 ANT DEVIATION FROM THIS DCSIONI AMY fAILLEE TD ec tlltD lA CDIfOAHAFCF Y111 Tot; OA TASR«AT1N6. RANDLIIG, SOPPING. INSTAL111S To ALPS is! Fl or IMPS DESICM CCMf0IAS XITII NILICAILE IAOIISIOAt OF MDS (NATIONAL OISIGN BC LL 0.0 PSF CA -ENG TSD/CWC ~ 11lCIfl�A:10N I 1 Iy IT iMt AMIRICAt rostir AND PAPIA AISOCIAT1001 AND TF1. Atf IAT - t.ti ,i• " CouECTOAgW1� D Ory1DGA ASTM A653 9940 6411. STEEL, ISCEOT At NOTED. APPLY CONPECTOAS f0 * * TOT.LD. 33.0 PSF LEON - 43284 il?"AtIL fACEII*i`7A ADD L'ILESS OTIUINISE LOCATED ON NIS OLSIGA. POSITION CONRECTOlt PER 'S 11099 IE ftAL OM THIS CRAVING IKOICATES ACCfPtANCI OF PROFESSIONAL 1101MEENING DUR.FAC. 1.25 FROM KD AIpUAeEapnecled CCSOttG1'0:ERi��`l(ITT NO A%I1it 1,W THE U11DIATROTS 0 IS rat t S1onsia ill OS TIE BUILDINGS#OWA. IRE SD[SION(A.TY ADD UA THIS � _ a1anINs110, r -n 96¢11 Usllrti iDAlfls , Alin SPACING 24.0" ,• _.iS1111;OD�1S1aLTN �.MARCiNLACK •[PGE]• ill •-- •- •• + -• ••'--• "' �•'- -'•' `TM35 DNG PREPARED'FROR'COHPUTEN iRPOT (L'OADS•6'01?fEM31DDS) SUDWITTEO•BY TBOSS•NFq, - FB OP CHORD 2X4 DF -L #1 :T3 2x6 )F -L #2: :(**) 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE j OT CHORD 2x4 OF -L tl :82. 83 2x4 OF -L jl1A30t,: TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. N WEBS 20 OF -L Standard 'VlO, W11 20 DF -L #1: PLATES DESIGNED FOR GREE!' LUMBER PER. NDS -97 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0,36" 11.. ADDITIONAL LOADS PER TRUSS FABRICATOR DUE TO LIVE LOAD AND 0.29' DUE TO DEAD Lok. ITC - From 26 PLF at 16.00 to 26 PLF at 32.00 �• BG From 14 PLF at 32.00 to 14 PLF at 40.00 SEE DWG GOLLETiN0699 FOR MORE REQUIREMENTS. m TC - 312 LB Conc. Load at 34.60 IN LIEU OF STRUCTURAL PANELS OR RiGID CEILING USE PURLINS; 1 10 PSF Be LIVE LoAo PER UBC. TO BRACE TC 0 24.00' OC, Be 0 72.00. Be. (G) THIS AREA OF TRUSS DESIGNED FOR 24" MAX. OUTLOOkERS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GABLE FACE MATERIAL: 10 PSF MAX. (STUCCO), (K) 2x4 DF -L #2 FULL OLOCK. ATTACH BLOCK TO THE TOP CHORD (Gl WITH 2X4 ALPINE PLATES 0 24•oc. THROUGHOUT PLUS HEEL 1- *- 1,12.04 24.0.0 PLATES AS SHORN. W5XBV0o W5X� or;W5X6146Xall r ca Ii4X12IS 3X8 ft 82 1 MI 4 4 t_ 913X6,4 W2.5X4 6 N3X4 *a 1-10-3 (K) cy _L 4` . .16.0.0 w W5X8 (Fi) IRS HS416 ®03 W3X4 Aa W316 ft W W3X6(F1) � j w 1+0.,..0,_32 9.4 _1 1.°N a 15.0.0 I j0.2-10 I_ 14-9-6 x=0-0 'T 15-s 0 2.6.8 16-0.0 14 40.0.0 Over 3 Supports R-1522 PLF W-2.5.8 R-1592 W-516' M Note: All Plates Are W1.6X4 Except As Shown. R-496 N-5.5" .. PLT TY . Hi h ren th Wave TP1-95 R Desi n.Criterta;_TPI STD 12 -QV- -CA - 1 - E Scale -w,18181/Ft. Cr3��UUIIRAING•• TNIA7LA 1E0Y1AE 11111"1 CANE 11 14"11111 OA IAIOLUN. SHIFIIND ABIAllP11 AND •e�� ��I tAUR11A..Rilli TO MIO.11 0-81111 SAITAU30 AID ORAC«il; tU1SUNt0 IT Sri,(1NOSS rlATl r.��•w!I TC LL 16.0 PSF REF R427--86443 ASAni'I IS O•OAOf"10 GM. SOLI[ t00. "1,,30, 11 W 0, FOR SAFETY FRArIC11 FRIOA la p Orr; Ay/ IS 101. 0 YICTIONS. GAIt35 OTSEANIS[ INOICATID. TDt CAMD SMALL 1411 FAMILY ATTACXED TC DL 10.0 PSF DATE 08/16/00 A COCAD IMAU HAVE A PRCFFRLY AttAtltD 11110 tllLtlt, i, N '• A•1 P TAN COIL Df 1913 PC VISA TO NL htTALIATIDII CONTRACTOR. 4!►1A( FM61XI(RlD '� {TRIG DC DL 7;0 .PSF DR CAIISR4210022€011 IR ST N)k 10 IC R[SIDYSIOLt f0" ART 0I1IATl01 FROM TOS OSpAU AXY_ rAILNAC TO W �j�p. pr CO 1 IID t1AS S I�.Zl1 t YIIN IPtI 0A YAAAItATISt, PROVISION 1of lotE. IISTAL1110 160 ALPINE �EINe Of TA��f OEfil1 CONPo4Ni RITZ AAIICASI[ MO/ILIOYS OF BOt (AAIIOM1l D[SI01 i10 DC LL 0.0 PSF CA -ENG TSB/CWC (Sl«l/ A ID It AIll CA1 NA[IT AND 11111 ASSOCIATION) AID III, ALPINE e MNut , it MtBE.01 VE". 4111 P, Via NASI. Sittl. ISCVt Al NOTED. APPLE 1111111003 Ta R * TOT. LD. 33.0 PSF SEAN • 16489 7= EACH f I lANlfANCTAROtE LOUT11 01 TN It DEVON, CoF;T104 COS1tct0A3 Fit • "s: - DAAYINif 600 All 110t�7ML 01 TAIL OAAYIMO IROIU7I5 ACCEITASCE OF lAOTHSPONAI CYs11C«Ui DUR .FAC.. 1,25 FROM KD iIPIDD L'J1Pp00fRtd bt1 (ail AtlIOAlIItLIt1 3 lU ryl1 THE T1Ut! COMPO ItNT OtSlil !NOMI. TOE I111AIIl1TV At0 oil Or Nit toRIDAtMT rod AIt 14!11 1A AOIl0P1l « 11L 1t3POliillllTT Or let Di110110 0is last. PIR I _ BPaaDlcato 128 AlsulPE Pa11t 3tcnoN t. ar SPACING 24.0" 11 . 5 Y 1+ (S(4IT0811�_SN]TH,/-.MAR.CINIACK : El SC1SS) . .,- ..., ....: -_, •,-, «. ..•• •• THIS DVO PREPARED fROH'CONPUTER'INPUT (LOADS a'DINE'NSIOR$f "SUgNITTEB'6Y TRUSS NPR, TOP CHORD 2x4 DF -L f1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L 61 N HESS 2r4 DF -L Standard CALCULATED HORIZONTAL DEFLECTION IS 0.16" 011E TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. N PLATES UESIGMED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: P (DEFLECTION MEETS L/240,00 LIVE AND L/180,00 TOTAL LOAD. TO BRACE TCO 24.00. OC, BC Q 72.00. OC. N 10 PSF BC LIVE LOAD PER UBC. m m 0 x W5X4a W2.5X4 a? W2.5X4 4 ' � t 113X64 W3X6## I R.5 W1.5X4 s N7X6(R) l4 f r� • 0 4 4 �- w W2. 5X4 tE W2.5X4 w -y 8-0-0 a MA W3X6(Fl) as W3X6(Fl) t9 z C-3 1�0 -0 w �- 16-0-0- 16-0- i j� 32-0•0 Over 2 Supports R-1112 H-5.51 R-1112 W-5.5" C- m PLT TYP. Wave TPP.,51I.R Design Criteria: TPUST 1 CA - 1 - E Scale -.1875 Ft. � . 9 r' n =FYI! 1NYSStY HIDUINE lITAENE CAR[ --l-1.1-3101. pA1011n, SDI/.PAG• lA1TALLIND �,yo sAACI hE Ta 016•I1 INAnL1Ni I.%TALLING AND7RACIMI). rUILISHIO n "I npusf r' . s io TC LL 16.0 PSF REF R427--86453 •11 . hAtilil[r fp1�'�• IpIO CA., SUIT[ too. 1141301, YI 6s1En. FOR SA/ETT PUMICES PRIOR +O '. o ' /grt"MhG rNE,SW! ONS. UNLESS OTN[AW13E Ifol0A1E0, 101C1oAD ILL. N119 1101EALT ATTACHED TC OL 10.0 PSF DATE 08/15/00 S7pyti7SUA A ?uSAAR Yy AD INALL NAIL A P 01al1 ATT1CHtD p1SI0 CC]LING. N ^LhHe AI AI IIF TNIl DLSICA TO THE IIStALLATIOR CORTRACTOR. AMOS INCINEEALo A A yr C 0 / w s DT ���, 13 L 7.0 P C c .Ti7a �TAs SF DRW AUSA427 QO 28 53 L (ILC FDA ANt AEIIATI01 lox TNI. INs Cr Ir 2 D 1 ( I A FAIlY1[ D 6 T [D IUfla YN[ TA.1 IANA1Ck.YfCO TY11 OR HAPFLICAlit YRNOLINS. SOf NITS. ATIONALiOC ANDALP I N E nAe1Ni or Tt,fIfh sltN CONfOANS YLTM AIPLt(A1l['AAOxIt10Af OF YDS (MTIOAA OC.SM DL LL 0.0 PSF CA -ENG TSO/CWC f1teF(CATt jAM�11, PONT ST AND /AFIA ASSOCIATION) AND ITT. ATTIRE Y.j / l coxnrcC011s of 0! [ cA 6666sMMMMIl1►tt cp[D GAIN. sT+[L, uctrT As NOTED. AnIT co[A[Cras To TDT • LD. 33.0 PSF SEON • 43437 !� EACs VAC[ 01 TI sf. At -o nus;_OTItIISI SE VICAj[0 n TNif CCEPTA, POSITION COUEt1l14t ftp C. 7• DN1R .FAC . 1:25 FROM KO 6 UTAYINW POO A4, 3L TRIS DIANINa T'a1;AtLi ACCEPTANCE W nTHE so 01lif I01AL [N011:S[AINI A)PT�P1161aDCIEY1 PIodltas,Ix, COHMENftFDA TAll1I'ARtICUragLMOU1lDITRISSx0 IS IKETRt4,41101LITTSIOMI. Ot THE OVILDING DESIn[RIIA111171 AID S[N[p THIS tTYp11IClI0, r,A 9s:1za An IITF11.1191 SECTION L 1.11 SPACING 24.0' Ali (3MITOOII-SY11j1LJ-1:1(1RCINLACK. _.F.1.X1ORMER TRUSS;•- -• • • • • »•-'• fiRtS OWO PREPARED FROM'CDTfPUTER'iAPOT"(C071U5"i'DTHEN5IDNyj 'SN1AHIlIEd U1 TRl[S5 (IFR. ' TOP CHORD 2X4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2X4 DF -L J1 N WEDS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24,00. OC, DC a 72:00" OC, eo.T PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I 'ti N m , m i 114X4- v t� Ia w w I Ill :5X4 rt \ m W2X4(Al) a W2X4(AO m t2:: 1'0.0 Li °';J � I� 3.0-0 i. 3-0.0 _I I•---6-0-0 Over 2 Supports--� R-254 4-5:5" R-264 N-5.5" w C" crA �!I PLT TYP 1 Ve •95 R Desi n Criteria: TPI STD 1 CA - i t - • Scale x:375" Ft. m �' /�Apll 14•pt[EA TR NIPn 1t(hI)LIIO 1et StALLINU tAN1AAC1t11. likiIT fS It VIS PLATE TC LL 16.0 PSF REF R427--86450 IUI[, le) D'ONOtR10 oty .111E E00. MAOt%DII, NI t» 11. t0A %AFtTI 1ULlicts PAIOp TO TIIICTIOt1, UALIf1 O1.11Y1It INDICATED. in INC. 1NAU RAIL 1:1111Lt •INCHED I TC DL 1D 0 PSF DATE 08/15/00 Tq,AI 115. e01TON.CNOAD %HALL MU( A PRO ME ATTACKED MITI CIIl11O, I A N jy • ••IHrOk t ARRA ASOrY Of IA71 DLlIS! t0 iN[ dsTAL1ATIS1 [DA ..... OR, .LLPINE iNCtlEMto 6 1 • I OC DL 1.0 PSF DRI. CAUSR427 00220052 + f�X /IaOOCTf. AOT 1[ AE.f0Aiialt 101 ANT 01/1/11101 EACH FITS NLIt6Al All lAIIUI[ N OC'i - • IYIl; TI v` AfOAMAtCr YTA T/7t n rIatiCAito1, NAMING. SNIIIIIS, lltiAllin AAD ALPINE IIACIlt"OrrNY%+ CI /,e IS on...... 110111 WITH AgUF/elt ffon%IONS Or NOT LIAIION otYloN ppt UC 'LL 0.0 PSF CA -ENG TSD/CWC IticirICAilpfr,�C t((IN Th '�,, •NI " 11ICAC IOA11T ARD IAIIA ASSOCIATION) AAO TF1. ALPIN fy ce tools N1t J L0/•'ASTM A... Otto SAL,• slut, nc[ITA, NOTED. •Pru coaat,kl to TOT.LD l33.0 PSF SEAN - 43431 b EA /AIF OF T110kr �IAItSS OIn[lYh[ IOtATlO ON 1NIf D[tlih IOSIrIDA COIIICTORt !!1 L .Ns•, - DIA4 11601A•1. ` 0' KR' IAL ON nIS OPINION INDICATES Ac, FAA , OF IAOI[tlI.NAl lAOtMATTA , 1,26 FROM Kb AlVIILezntln Praduc i1Nl IUSPOIfOIIV- Oltl1 SO 4nI TA113 Concitlr otim SSoYA INS NQUA11L11T AND IS[ 01 TAll DDK FAC• CONf01[IT r ANY P 1CttA% ILOIYt t1 TP! RESPOKtICILITT 0/ THE OUIIOtn o[SUN[A. 1C1 19ec,ntenl0.. tsrsa_ Aull1P7. i•ulI Ttt.T�1 E. A� 1� SPACING 24.0" r (SIIITOBll SMITM•/ MAIRCINIA0K -•HI •HAT) • " " THTS-UNG PAEPARED FRUN ddHPUIIR YTNUT"-(LOADS E OIMENSIOHS) SOOHITTED BY TRUSS MFR, TCHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. OOCNORD 2x4 DF -L #1 I4EBS 20 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC Q 24.00" OC, DC Q 72.00. OC, tiPLATES DESIGNED FOR GREEN LUMBER PER RDS•97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1 em'D Aa z WM ims To 0 a w wCS3.16-0-0 w WL.5X4 N W2X4(Al) et W2X4!Al) Ia c:T w 0-2-13 0.2-13 _1_ 4-9-3 _1 a �-- -9-6-6 Over 2 Supports- � iR-320 W-3.5' � t�11 R-328 W-3,5" m f PLT TYP. Wave .[,! 511 r Design Criteria: TPI STD 19 nhP CA/-/l/-/El-/-Scale-.37b"/Ft. "MNNnr • 1 SCS ACDUIIE MU MC CARE IN FANAICATINI. NASOL1Y0. SNI/!IAO. INSTALLING AND JA' I a r[IfUgtlle•Ys (MAAOl1pC INSTALL116 AND OIACINc� Pulasxco Pilot nYls FLAT[ E=%!0,{t� TC LL 16.0 PSF REF R427--66+156 p SCEST IEE[ SA :IOOKNO[ 0 OA.. SUIT[ 200. MADIso%. YI Sir Y1. EON SAFETY ?RAttl CS PRIOR TO o IurCSNt1 SC}CNCr1011ICIUNL[ss DmEANUI uOUAno. TOP CHORD SNAIL KATE (AMPLY AITAC010 �' TC DL 10.0 PSF DATE 08/15/00 (4 SIRU TYA i4j,� D[T�P-C�{D :NAI IIAYI A PROPERLY ATTACKED MID MAINE. N ih IMItPt1FTAMi�` .fTusepO 0.GH pr TK17 OEIICK TO THE 11NTALLATIOA COITRACTOA. ALPINElN01NQAt0 .7 BC DL 7.0 PSF DRW CAUSR122 00228054 PRObI S, IIC.'SW61' NE INC,�t OLE EDI NT O[1(ATIOM IRON Tpil O[ft1Yt ANT TAIIUrE TO CO IYIlO THE U t1 TIkViet 110E Y�EPI( OR fAIAtCAl110 MARDIIII SY.1PIA.. [..TALLIES AND ALPINE eeAct I oq s[s. 4 Oggl"DdIF1�IMS Will APPLICAILE PROVISIONS 0r Rol (NATIONAL D[SI01 BC LL 0.0 PSF CA ENG TSB/CWC A 3DECIfICAT IDN'IUeI IT R 1 IOICST AID PAPER MfOCIA/1oA) AND Tf1, ALPINE c.5 11 11 u[ nr.D t6oA AstnlAts'� Lo Sur. stat. ucEPr As AmtD, APrlr 11 LEToks to * * TOT: LD. 33.0 PSF SEON - 43443 [ADN TACE Or TAUS! ON, SS 0 NtpY! YGCAI[D -0N 1111. D[SILN, /OSIi101 CDIIIt 34, SEA -•C• olid 'a ISD A•1. 1R, Stv to.C�`EI TNhlC5� YIxNtN�.INOICATIs ACCIPTANCI 0P rAOr[.SIOIAL aOINEEAIAO DUR :.FAC . 1.25 FROM KD Alp 1aO )'AEfO 11,0. CIOAP0 E.T r4.r� ?"itAMATICIIAI nils NO`tSDINCTMINIfI UM Of TMON SNDVX. HE 0YI1011C OISICAEATY AND ,EIER Of IKtf BeaNclalT0. 9 28 A%suIPl.1-190IICTION I, z SPACING 24.0" n P. 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D,qC � p1 ro TT D p, { A) N fli I-fi W P, rt, ICL HI N V. D I., rt''L HT ro 1-h rt p W H N rt P) "I N SCD rT 11 N rr D N IP N W n 0 t r H N fL r 1j N p~ pt 5 tM f�n1 0 I''rt sw ' N M n I i - N N �" to D 0 a M 1 C, tY Ip rt NIDF{I . td O i7 I -h -3 r� �1 1 IJ in O In P. N D ru f1, 0) 0 II U) IC 1,. N ftµ H q+ oA 4t: Ltl IJ �IrNt01 Gw P(HD p1wP (DrT7'N I-' SDH F1 TirNrN: 1NN rt46i�iN D ,r � W rt 0, rt 1J DMw (n w *NDFh rowN DD DkNPA£ 10 �, �I'LW 14.l, tr'Upw a N1.,:ON0 Ah'p,t'`tn n0NWFJ rf rt rDrt ~ �� nN InHIj 0P00 N rpP&in �Twi00 P) �(,M !,t 1'Y T1,Kj t -h G D 1-1 :31 w• C H n In w rL P, 0 0 n (L D y d ti O p N w n lD rt C• hfi P• D tJ D En W In 0 0 0 D rt Ot51 93•1.1 tD.4 ForO r b' N to ODNO rt D�NrrttIL OHiIIn111� rt 01 A/D I [iT I.Q I.�: in w rt 0 P. G r 0 D n, P•12 rt 1' H .4 N In a D A w fL N J � In n rr Ip FE III g 0 G m IDS � I'�p In n Itis 0, rtH tIIrD� N N N,Dp�F( HGDtD{uOIOpp P, ww w y O IT PI PI D �Cp1H('' W h13D D►d 0 P H D` rt rt* rt0(L E♦Owd In In �P♦Jlnrt M 1-i ITT 0 ~(HDIpDtn la' rtMtjr �p Iy Y ro N91 rt � W Nn paN b t1 nb IES p11 p P-4 H IA j " III K £. NN OH IJ Fa p rt(Dn0cI"Ul Pp:PrtD ((DDatipW n rl. (lu (DD p t rt (L x 0 In IP amu. P, In ti p M rT 0 1w P �' D 1110 rnP) .1N o0 r, I• �n�)tlp �DLNNN r 1rtDinH III 0 'r7 4 [-1i PHI *Cl 1 q 0 hh f1, P' '1'Sa. IJ ,� N• N LIT 0 o 0, P N N A' N• N .00 0 ((DD IR 1-10 w OD C rt 011 q P,b D to n N D rt MO r'• Ut rr « (q d 11 HD I 1 MT 1 1 t i D 1 LL I A p H O a rt PI a d AP # PERMIT # NAME (;1'f 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length; shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. i (�+] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 fee_ in length and shall be within 50 feet of the building. 1273.11 Gates i [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. is [j 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ( ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. i Fuel Modification l 1276.01 Setback for Structure Defensible Space. j 1. All parcels 1 acre and larger shall provide a mini- � 1 mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road: ( ] 2: For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect:, See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including I chipping, burying, burning or removal to a landfill site approved by the local jurisdiction; of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction jr fi.ial inspection of a building permit, I �I Paye 2 of 3 I A_° PERMIT 4 NAME Other Reguirements If Building_.,9A*back is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ( ] 7f Building Setback is Less Than 15 Feet Choose any 3 of the f!cllowing: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 'ot of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masanry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 U jn 1