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069-210-016
F� 69-21-16 1462-91B, P9E_;M,4,1-'•- 'PORTERFIELD, Maryann.,& Richard f 18 Kokanee•Dr,,Oroville 4 cont: Better Builders- ` (new sf) -� / o 069-210-016 #98-1693 PORTERFIELD, DICK 7 MARYAN 18 KOKANEE DR.. OROVILLE BEN SPARKS CONST. COVER OVER EX DECK. { r 069-210-016 05-1856 PORTERFIELD, RICHARD i 18 KOKANEE DR, OROVILLE Cont: AEN SPARKS CONST RE -ROOF , •i 069-210-016 _05-2822 PORTERFIELD, RICHARD 18 KOKANEE DR, OROVILLE Cont: BEN SPARKS CONST. DECK A a � A I 1 r RESIDENTIAL '_----- ` 09-21-1»'— --' - ' _ ------- 02-9lB �----- ` . , ,E,/� `. �U -- Maryannl� anee & Richard cont: Bett-" "uv»zlle ! (new of) er B»ildero .. ' ' , ' '�. ` � l^ ' 7,/—�� / � / � ^ \ ' .^ ' r �OPY . . . ' \ 'Date\ GAS � ELECTRIC ome------' . iMeter BY------� _- - --- �r' �__-_--coPr � � Auuma'o .� / � � Date - ----' '''~ � Me"= =v Date � ` \ /Signature � ^ \ ` ^ COUNTY OF BUTTE PEPARTIVIENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNIER' PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is compl ted. If you have any questions pertaining to this matter, or need additional explanation, 11. 1 ;7cnt,act this office immediately. ,YJ -1, or,,A A,j 'LOAP&73 Date C inspector o14 - REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 'A 196 Mernorjal Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ro PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Ta t te!,.-crr need additional explanation, please contact this office immediately. 13 K— f C?-'/ N t�f� --70�e Date I n's I pector— ILI COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 536-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or needtpdditional explanation, please contact this office immed lately. K 15A ell; A . Date6 12 Inspector 4?A Owner Permit. No. • EN GY CERTIFICATION LOCATION A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME_ THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL OFIAOAGLASS BRAND NAME CAINTEED THICKNESS THERMAL RES. / CEILING BATT OR BLANKET TYPE-FiberglasBRAND NAME CERTAINTEED THICKNESS THERMAL RES. LOOSE FILLTYPE SUL-SAFE IIIBRAND NAME CERT EED THICKNESS THERMAL RES. FLOOR,ELEVATED MATERIAL FIBFR5VSS 1 BRAND NAME CE3;UINT�ED THICKNESS THERMAL RES. / _ FLOOR,. SLAB MATERIAL_ THICKNESS WIDTH BRAND NAME_ THERMAL RES. FOUNDATION WALL MATERIAL BRAND NAME THICKNESS THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE -ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA INSULATION IN'C . # 62.2184 FIRM NAME/OWN ,SSTATE CONTR. LICENSE N0. I hereby certi y t e above elation and all required items as shown on the Building Depart. approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or a e specifically pproved by the State.of Calif. --------------------------- ----- FIR4',_AME/OWNER,(Pje1!ASE PRINT) STATE CONTRACTOR'S LICENSE NO. NATURE OF GENERAL WNTRACTOR/OWNER DATE This certificate must be.on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY 1984 v=OK O=Not OK ' = NooVAeadyot abl� 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 Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Card B-1 6. Gas; Location -Test -Wrap: / /"L"ft. /-/"Nat.-or/ /"L"ft./ /"LPG Card B-1 7. 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. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans OIC except 1. Zoning Requirements -Setbacks -Easements _ 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans OIC except 1. Zoning Requirements -Setbacks -Easements _ 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (; =� Date UNO LOOK Plans OK except #'s onin etbacks-Easements-Flood-Slope 2. g., Mai Soils-Elec. Grnd.-/ " F . Depth 3. F arage; Soils-Steel-Ele . Grnd.- /" Ftg. Depth 4. Ftg. Porches & Decks; Soils- -/ /Ftg. Depth walls, Main; Steel-Blockouts-Wrapped . Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Ho owns and Special Anchors Slab; Steel -Wrapped ,4OA(?/ 8. Pitr,-,Fireplace Ftg.-Steel— D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test �'s. Pipe; Size -Anchors Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Un d round Ducts; Clearance -Material- ort -Ins. 1 �ill - nch7jr Bolts-Joi s -Vents -Cripples 15. Insulation Date L Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date PLUMBING Permit OK except #'s Water Htr.; Vent -Access -Combustion Air -Baffle dieWater Pipe; Test & Anchor -Nail Protection �IA-b.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date MAK Card B-1 7rP Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 3. E c. Receptacles Spacing -Lights & Switches at Doors 4. Size Boxes & No. of Conductors -Stapled 5. Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water L, -21r_2 Appliance Circuts in Kitchen & Conductor Size/GFI 2&.—Snrbfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No (_3e -Service -Riser Conductors & Ground -Main Disconnect L,11 --Equip. Clearances Panels-Motors-Mech. Equip. LH-6othes Closet Light -Shower Light -Spa Light �SPmoke Detector Date %/-;/ti Card B-1 /,a/1 Date Card B-1 DatecN—b Card B-1. WW—K Date Card B-1 Date MECHANICAL (Permit) OK except #'s Leff A . Ducts Insulation & Support ent an; Exhaust above insulation 734ZWo'ndensate Drain & Overflow; Size & Grade //dr. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet LJJ"ttic Access & Platform if Furnance in Attic Date .3 Card B-1 Date Card B-1 Dat Card B-1Z�U/Date Card B-1 Date FRAMING (Plans xcept #'s 9. Sils, Proper Material & Anchors alls Studs -Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing D ft Stop in Walls (rat proof) ire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing Ingle & Duplex) ' Date FRAMING (Continued) k.4!Hangers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. Le�fFireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings �t. Doors -One 3' -Check Garage -3rd Story, 2 Exits V3. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers �f4 iding-Nailing Veneer 56•.9 a h -Drip Screed -Fd. Vents-Underfir. Access y5J!f lazing Area -Glass Protection -Skylights -Plastic _&e-3tMW Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Dat 3 .7,-� Card B-1 s Date Card B-1 Da f �j�f Card B- Date Card B-1 DaT FINAL (Plans) OK except #'s 61 Exs. Steps -Door & Sidelight Protection -Landings Smoke Detector ,02urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection yA `Bedroom Exiting & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels 67 Stairs & Rails /6 fireplace or Stove; Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance kj717Elec. Outlets & Receptacles at Kit. Counter (7g)Garage Fire Door; Swing-Landin-Close > e -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection >�b., Elec. & Mech. Equip. Listed for Location I c. Receptacles in Garage; (G.F.I.)-Romex Protection Insulation-Va27n-Looked in Attic 0 Yes . Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive &-Yes 0 No; Walks Wt es 0 No; Planters 0 Yes Flo &3.-8laeeo; Brown -Finish L02%A.C. Unit; Disconnect, Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing LWIE.terior Elec. Trim; G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 88. Corrections from Previous Inspections as Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval (,9�Energy Compliance Certificate -Other Certificates Date p F Card B-1 Date Card B-1 Date I t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N0. E 7 County Center Drive - Orovllle, California 95988 - Telephone: 918/538.7541 - ' APPLICATION AND PERMIT •ZQN4NQ 69-21-16 RTl BUILDING PERMIT WN ik;ann &AILIGRpcDRhgar d Porterfield HONK a5 SO. FT. OCC. BUILDING VALUAT ON 1680 85 680 o 18 Kokanee Drive Oroville 95966 319 M 5,742 CONTR A C OR'SNAM Better Builders TELEPHONE 319 Unf 5,472 CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1,500 CONSTRUCTION LENDER None UNKNOWN Total Valuation $ , Filing Fee $ 6.6o LENDER'S MAILING ADDRESS Permit Fee ARCHI:F-CT OR LN :WEER None LICENSE NO. Plan Checking Fee V12.Z215.00 n Energy Plan Checking Fee $ 15.0`,0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 18 Kokanee Drive Oroville• Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 9 1 2.00 18.00 Solar or heat pump water heater 20.00 LOT NO. 80 SUBDIVISION NAME Kelly Ridge Unit 3 PARCEL MAP Ll -J-q Water piping 5.00 5.00 Each Qas water heater or vent 5.00 5.00 USE OF STRUCTURE SFMK Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK NewU Addition ❑ Remodel❑ Utilities-� Installation❑ Other [E] ccs Describe work: 2BR / S _ E- Permit Fee $ 48.00 Contractor ELECTRICAL PERMIT Filing Fee 110.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service E-A. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare u r penalty of perjury (check one): F -C -K am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full fo� and effect. License No. -3��5 Classification. Eli, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EI ,h¢sgft New DCONS. A ) 57.95 ULTI OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea I POWER APPARATUS &) %SINGLE OUTLET cIR. / Ex. OCCUp\OUTLETS OR FIXTURES 5AL@30 0Lo Ex. DCCUp. OUTLETS FIXED AP(RESID )REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The ermit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ Ishall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 11 6.00 split Cooling 3ton 1 6.00 Hood 3.00 3.00 Ventilation permit Fee $ 25.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s Fity copse ce of the granting of this permit. p� %�C - - Date ��' /� Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 30.00 co sTry . TOTAL E AZ. CUA- PARK -- SCHL FL CDF PAR PD HD ISS This permit is here issued unoer the applicable provi- sions the Butte ounCode and/or resolutions to do wor in is ed ab ve o which fees have been paid. D E T F PUBLIC WORKS BDate PER IT R S Date ��11 Receipt No. - 53.45v� - .-Z WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT f- f- COUNTY On BUTTE - DEPARTMENT4FbJPUBLIC WORKS - BUILDING DIVISION 1� O NTY CENTER DRIVE - ORO V�LLE, CA FORNIA 95965 - TELEPHONE: 916A38-7541 S ` PERMIT APPLIC-ATION DATA SHEET Permit No. OWNER Proposed Building Use (� A. P. o. Co 7 – c -'l Building Inspector Date 5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED y 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. �►° 5. Hazardous Material Form . y 6. Energy Design Compliance and supporting documentation ......... L 7. Statement of Intent for Non -Heated and AC Buildings .. Engineered truss details and layout in duplicate (required prior to plan check) S 3o`q/ 020 9. Mobilehome installation data including manufacturer's installation instructions . . , , 'l �� // 10. Fees of $_ ..... ..�.`..���. �,� . r : ..:.................... . 11. Chico Urban Area fees paid ....................................... 12. Park fees paid v��I................................... . �3• zOY C9 ;E�, 1L_!� School DL•jstr fees paid ............... 'I 1`4. Sanitation approval from 1. i2 A 191W Health Department 15. City of Chico plumbing permit... ....1....... .. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ��,,pp-- �18, Improvements may be required. Contact Land Development Section`DPW X19. Driveway permit (construction approval required prior to/occupancy) ` 20. Pre -Inspection for required Pre-Inspec. req est to Building Inspector (Date). 21. Contractor's license information (No., Narhe,Style, Classifications ... .. 22. Certificate of Work mans,9ompensation Insurance .'....:........... : 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) . . 0=�-R Recorded copy of Agricultural Acknowledgment Statement ......... � 9/ 25. Letter of signature authorization...y.�............................ . 26. -- 27. When you issue the permit, process as follows: Mail �ttlIo o r. Mail to contractor. LTelephone and hold for pickup at C/ t/office. Deliver w/inspector. Other— ther `/(" / �. �Appl icant Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitte ior.topermit iss ance: (C•rcl n w item n ec ed above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—mail counter by .date Contractor, ,d�dePPsi ner, owner, was advised of above required data by_phone_mall_coun er by date Plans cha kedt y -Li Date J�!'�. Plans approved by Date Copy–DPW Sets ofd-ans on hold in File cabinet AP folder TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance —/co/ Av- X 4.4 e e /2-(I'14P- owner- location AP 4 . Driveway permit /0 has been issued for the.above.-property. 61 si ature date Cl COUNTY OF BUTTE - DEPART�EENY OF PUBLIC WORKS 7 -County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 - APPLICATION AND PERMIT PERMIT NO. ASSE SO PARCEL NUMBER — -- ZONI � BUILDING PERMIT OWNER al q,&121 qe 1c, HA TELEPHONE S0. FT. OCC. BUILDING VALUATION OW� R'SM 41LINGGADDRESS CO TRACTOR'S NAME TELEPHONE _ CONTRACTOR'S MAILINU ADDRESS Fireplace j Q CONSTRUCTION LENDER - VNKNOWN Total Valuation $ Filing Fee $ 0.00 LENDER'S MAILING ADDRESS Perm: Fee $ ARCHI :ECT OR LN .INEER LICENSE NO' Plan Chefking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ $ nalt BUILDING ADD E S Perm fee 1 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ,Q Solar or heat pump water heater 20.00 LOT NO. VISION NAME lPARCEL M444 V % MAP Water piping 5.00 Each qas water heater or vent 5.00 0 d USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 4-,04) Building sewer 5.00 (J 'Mobile Home S I G I W El 10.00 ea TYPE OF WORK New Addition❑ Remodel E] UtiI'ties Q.lnstallation❑ Other[:] Describe work: I I --\ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 �� Main service EA. ADD'L 100 AMP 2.50 a, CONTRACTORS LICENSE LAW - I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification, ❑FIXED I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.ei) OR AODNS. ACC. BLDGS. , /20sgft NEW CONSTR. U '-OUTLET —NONBRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2AL@30 eLe 90 ALNS EX. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become Subject to the W. C. provisions of the Labor Code, you must forthwith comply with such616 provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating .� Cooling g Hood 3.00 Ventilation Permit Fee $ ' 1 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 5 HAz. I CUA PARK SCHL I FLD I CDF I PAR I PD I HD. Issue This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. / ` 65—gh WHITE-D.P.W.. TELLOW-ASSESSOK, PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT NO: 41-91 Lake Oroville Area Public Utility District 1960 Elgin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, -whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 10, 1991 Applicant: RICHARD L. PORTERFIELD (Better Builders) Applicant Address: 18 Kokanee Drive, Oroville, CA 95966 Applicant Phone No.: 589-2574 Property Location (s): 18 Kokanee Drive, Oroville, CA 95966 Kelly Ridge Estates, Unit 3, Lot 80 A. P. No. (s): 69-21-16 Fees due: ALL FF:FS PA Tn Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: LIM Date: Lake Oroville Area Public Utility District release to close permit: Date: By: q,`:,-.r,.,..r:..^.T��._'k.ti.r.#:Y...-vi'`.5`���� ~�a ;����`''3%�,ainy� �`tlK/,�.'+�`•`"".RSv,,.;'7i'",pdL'.^+:.F1Yn'v �'•,4�,.:rts.;..v ..` �: •i:E�:` rr �"ta:•+�� �a'=t"n:� , _,a ��.ro�'-c`!-t`i�, �,.;y •.; a jl.,A BUTTE ;COUNTY SCHOOLS DEVELOPMENT FEE CERTEF-PCIfT ION FORM w t ( One Formpgr,:'!B��e1lding ) A.P. Number MEW /(p,.Building Department No. School District Q`QQ j5ZEI" City County Jurisdiction Property Owner}�.� Project Location/Address �� d Al C � D/Z_ -Subdivision Lot Number Residential Development: .� . Sq. Footage # of Living MHI Addition (Group R) Units , Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Bu lding ffepartinent Representative D e (Floor Plans reviewed by School District Personnel) District Id No.1.2 7ff, (Applicant N tree -t' Address School District certifies that Phone Number (City) (State) (Zip Code.) has complied with the r/equi r ►ents of Resolution No. �'cj 90 y by the pay t of $,r� (�-� ., representing �6 �y square feet. Scjhool Distr9 epresentati•ve Dat PAID BY CHECK NO. ' REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district P SCHOOL.FEE (8/88) S T R U T T U F: A L i_ A L i_ U L A T I 0 N S F 0 F:. TYPIi=AL RESIDENTIAL FOUNDATIONS BETTER BUILDERS iONSTRUCTION 5263 ROYAL OAk;S DRIVE OROV I LLE, CA 95966 CALCULATIONS ARE IN C:OMF'L I ANT. E WITH THE 1'386 EDITION OF THE UBC'..! ' ' SIGNED � DATE' --RF-'E--3-2-4-3-4-------- ----- FF'ANF: L. TYUF�-;OS--,- F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 ' (916)-'872-0254 ` SUBJECT: BY: FLT PROJECT: TYPICAL RESIDENTIAL FOUNDATIONS DATE: 8/90 JOB NO.: 0721 BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 . .,' . FLT ENGINEERING ' 5790 CLARK—ROAD . PARADISE, CA . ` SHEET 1 OF 16 �ESIGN CRITERIA� ` STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING -BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. ` CODE 1988 UBC SUPERIMPOSED LOADS: ' MIN. DL = .010 x (3+8) = .11 k/l . MAX. LL = .016 x 17 + .010,x (17-3) + .010 x 17 + .005 x 8 ` . + ;050'x 6 = .92 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH- BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- 1' SURCH. ' . � CALCIS PROVIDED FOR: 6" THICK: A.. 41-0" HIGH — SHEETS 2 & 3T B. 61-0" HIGH - SHEETS 4& %� ' C. 8'-0" HIGH - SHEETS6 & 7 8" THICK: D. 8'-0" HIGH - SHEETS 8 J9 E. 101-0" HIGH - SHEETS 10 &`11 F. 12'-0" HIGH - :SHEETS -12 &_'13 CONST. DETAILS - SHEETS 14,�15 & 16 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI @ 28 DAYS, REINFORCING - ASTM A615, GRADE 40, WELDED WIRE MESH - ASTM A185, 6% - W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF ' ` PROJECT : BETTER BUILDERS CONSTRUCTION JOB -NO. : 0721 DATE : 8/1990 'CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ 'ALL DESIGN: ---------- ` ALL CALCULATIONS ARE IN UNITS/LN. FT. � FLT -ENGINEERING 5790 CLARK ROAD ` PARADISE, -' CA-`. (916)' 872-0254-" SHEET'�Z�AF �x~ ' p~ .` .� � GRADE SLOPE RATIO: LEVEL ' SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH Or CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL'- Hw (FEET): 4 �4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 ^ THICKNESS OF WALL 7 T OINCHES): 6 COEFFICIENT - a: 1.46 `TOTAL EARTH PRESSURE - Fhr (KIP): 0133 REACTION @ TOP OF WALL - Rt (KIP): 0.13 ' REACTION @ BOTTOM OF WALL - Rb (KIP): 0.20 HIIGHT'OF 10' SHEAR - Ho (FEET): 2.24 ' MOMENT _ Mw (FT -KIP): 0.16 . AREA REINF. (IN^2) 'dl(IN) SIZE & ------------------------------------------------ SPA (IN) ' ' 0.029 . 3.75 #4 @ 81.4 MIN.`VERTICAL REINF. - .15 % (IN^2): 0.108 ' MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN-REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL' 0'10 1 1'0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 �= 'CALCIS BY : FLT ' FLT ENGINEERING` 5790 -CLARK ROAD' PARADISE, CA ' (91G} 872_0254 � -SHEET '.��OF,: 4.- FOOTING . FOOTING DESIGN: SENSITY OF SOIL (PCF): 100 ' .DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION {PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): ' 1500 PRELIM. FOOTING — WIDTH (INCHES): 12.17 �— DEPTH (INCHES): 8.00 DESIGN FOOTING — WIDTH INCHES 12.00 — DEPTH (INCHES) 6.0() TOTAL GRAVITY LOAD — Pv (KIP), | 1.52 ' INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1522 < 15(.-)(:) SLIDING RESISTANCE — Fr (KIP): 0.31 > 0.20 ` 'SLAB REINFORCEMENT: _________—_________ REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES SLAB WIDTH REQUIRE DESIGN AREA OF SLAB RE F ALLOW. TENSILE STRESS LENGTH OF DOWELS (INCHES): ,. 8 PROJEC=T : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING — BEARING WALL --------------------------------- WALL: DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVET_ SOIL EOU I VALENT FLUID P RESSURE - C PSF ? : 3c i SURCHARGE ( FEET ): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2 i00 GRAVITY LOAD — DEAD LOAD (KIP:) — LIVE LOAI) (KIP) OVERALL HEIGHT OF THE WALL.' — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr- (FEET): THICKNESS OF WALL — T (INCHES): COEFFICIENT — al. TOTAL ' EAF'TH PRESSURE — F hr (KIP): REACTION @ TOP OF WALL — Rt (KIP).- REACTION KIP):REAi_TION @ BOTTOM OF WALL — Rb (KIP): HEIGHT OF 101 SHEAR — Ho (FEET): MOMENT — Mw (FT—KIP): AREA REINF. (IN"2) 9 d' C IN? SIZE & SPA (IN) 0. U': 2 3.75 #4 @ 26 MIN. VERTIi_AL REINF. — .15 % (IN"'2) : MIN. HORIZONTAL REINF. — .25 % (IN""2) : DESIGN REINF. — VERTIi=AL: #4 @ 24 — HORIZONTAL: #4 @ 13 i_OMBINED STRESSES @ WALL FLT ENG I NEEP: I Nva 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET Q' OF JG 0.11 0.9 6 15e 6.67 6 1.46 0.67 0.25 0.4: 3. 3 0. 50 0.108 0.1SO 0.'x:6 < 1.0 PROJECT : BETTER BUILDERS i :ONS'1 RUC T I ON JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONGERTE (PCF): ALLOW. SOIL BEARING PRESSURE C PSF) : ALLOW. LATERAL. BEARING PRESSURE. (PSF ): FRICTION COEFFICIENT - F: BEARING PRESSURE REDUCTION (PSF ): NET. ALLOW. BEARING PRESSURE (P F) : PRELIM. FOOTING WIDTH (INi_HES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 150(::) 13.77 6.22 FLT ENGINEERING O790 CLARK ROAD PARADISE,' CA (':j 16) 872-0254 SHEET ,5 OF-. /6 DESIGN FOOTING — WIDTH (INCHES): 15.00 - DEPTH (INCHES): 14.00 0 TOTAL GRAVITY LOAD -- Pv is K I P i: 1.95 INggEASE , OF ALLOW. SOIL, PRESSURE: (%)g 3. ACTUAL SOIL PRESSURE - 0 (PSF) : 1559 < 1550 - Alf. SLIDINim RESISTANCE -- Fr (KIP) : SLAB REINFORCEMENT: -------------------- REINF C TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES) : SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN` 2/LF): ALLOW. TENSILE STRESS OF RE I NF . (KSI): LENGTH OF DOWELS (INCHES): 6.21 4 4 14.13 0. 029 :4 17.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721. DATE : 8/1990 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 CALCIS BY : FLT SHEET O /6 SUBJECT: CONCRETE RETAINING - BEARING WALL. WALL. DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE= SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (F'SF) : ui � SURCHARGE (FEET): 20000 WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD ( K I F' :) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEEL): THICKNESS OF WALL_ - T (INCHESY: : COEFFICIENT - a : TOTAL EARTH PRESSURE - Fh r (KIP) : REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL. - Rb (KIP): HEIGHT OF 101 SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"0) 'd'(IN) SIZE & SPA (IN) ---------------- -------------------------------- 0. 208 3.75 #4 @ 11.5 MIN. VERTICAL REINF. - .15 % (IN^2) : MIN. HORIZONTAL REINF. -- .25 % (IN"2) : DESIGN REINF. - VERTICAL'- #4 @ 10 - HORIZONTAL: #4 @ 13 COMETINED STRESSES @ WALL 0. 1 1. 0.9 8 —�= C► 8.67 E 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0. 1 G 0.57 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721. DATE 8/1990 CALCIS BY FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): : BENS I TY OF CONI ERTE (PCF): ALLOW. SOIL HEARING PRESSURE (PSF): ALLOW. LATERAL HEARING PRESSURE (PSS): FRICTION COEFFICIENT - Fc., BEARING PRESSURE REDUCTION (PSF) : NET. ALLOW. BEARING PRESSURE (PSF) : PRELIM. F OOT I NG - WIDTH (INCHES): •- DEPTH (INCHES) : 100 150 1 500 00 0.35 _, 15.37 15.66 DESIGN FOOTING - WIDTH (INCHES) : 18.00 -- DEPTH (INCHES): 20.00 TOTAL GRAVITY LOAD - Pv ( it: I P) : 2.44 INCREASE OF ALLOW. SOIL. PRESSURE (%) : 13.3 ACTUAL SOIL PRESSURE - 0 (PSF) : 1626 1700 SLIDING RESISTANCE .-. Fr (KIP): 1.09 ;> 0.72 SLAB REINFORCEMENT: REINF C TOP OF WALL (BAF: #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.2e DESIGN AREA OF SLAB REINF. (I. N``•' ! LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES),- 28.0'_: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916Y 872-0254 SHEET 7.. OF /6 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8 / 1 gg( ) FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 CALCIS I S BY : FLT SHEET OF 1,6 SUBJECT: CONCRE'T'E RETAINING — BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO. SOIL EOU I VAL-.E:NT FLUID PRESSURE (F'SF) : SURCHARGE (FEET): : _c' -i00 # WHEEL. LOAD YIELD STRENGTH REINF. (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD — DEAD LOAD (KIF' -- LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL-- Hw (FELT): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL -- T ( I NC HES) : COEFFICIENT - a : TOTAL EARTH PRESSURE - Fh r (KIP): REACTION @ TOP OF WALL_ -- Rt (KIP): REACTION @ BOTTOM OF WALL - Rb ' (K I F') : HEIGHT OF 101 SHEAF' - H8 (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN`'•' ) r d' C IN) SIZE & SFA (IN) ---------------------------------------------------- 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % (IN"2) : MIN. HORIZONTAL REINF. - .25 % ( IN' 2) : DESIGN REINF. - VERTIi=AL: #5 @ 24 - HORIZONTAL: #5 @ 16 COMBINED STRESSES @ WALL LEVEL_ 3 1 40 2000 0.11 0.9 8 D . 8.67 8 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0. 240 0.' 6 < 1.0 PROJECT : ATTER BUILDERS'CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSQ: NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): FLT ENGINEERT.G ' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 , � � 100 150 � 1500 200 ' 0.35 16.97 12.97 DESIGN FOOTING — WIDTH CINCHES); 18.00 — DEPTH (INCHES)t 20.0u, TOTAL GRAVITY LOAD — Pv (KIP): 2.57� INCREASE OF ALLOW, SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE — Q (PSF): 1711 < 1700 SLIDING RESISTANCE — Fr (KIP): 1.13 > 0.72 SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 6.11 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUNED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 28.09 �� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL ________________________________ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISEi CA (916) 872-0254 SHEET GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL -'Hr (FEET): THICKNESS OF WALL - T /INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER - HORIZONTAL: COMBINED STRESSES @ WALL | 0.92 10 10.67 8 1.46 i. 71 0.61 1.10 5.69 2.17 0.144 0.240 0.47 < 1.0 5 PROJECT . : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 CALCIS BY : FLT SHEET l/ OF ~' FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 ` 0.35 1500 18.97 21.47 DESIGN FOOTING — WIDTH — DEPTH (INCHES): 24.00 TOTAL GRAVITY LOAD — Pv (KIP): 3.34/ INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE — Q (PSF): 1671 < 1800 SLIDING RESISTANCE — Fr (KIP): 1.65 > 1.10 SLAB REINFORCEMENT: -------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.00 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 34.71 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 41.89 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721. DATE 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------- AL.L. CALi=UL.ATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 G) 872-0254 SHEET 1Z OF /6 GRADE SLOPE RATIO: LEVEL. SOIL EQUIVALENT FLUID PRESSURE (PSF): iii SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE RE•T•E iPSI?: 2000 GRAVITY LOAD - DEAD LOAD tKIPj 0.11 - LIVE LOAD (KIP) 0.9: OVERALL HEIGHT OF THE WALL'- Hw (FEET): 12 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 12.67 THICKNESS OF WALL n T c: I Ni :HES? : 8 COEFFICIENT - a•: 1.4E TOTAL EARTH PRESSURE - F h r (KIP): 2. 41 REACTION C TOP OF WALL - Rt (KIP): 0.85 REACTION @ BOTTOM OF WALL - Rb (KIP): 1.56 HEIGHT OF 401 SHEAF: •- Ho (FEET): 6.85 MOMENT - Mw (FT -KIP): 3.68 AREA REINF. (IN'''•3) 9b9 (IN) SIZE & SPA (IN) ------------------------------------------------------ 0.44'2 5.69 #5 0 8.399.99 MIN. VERTICAL REINS. - .15 % (IN` 2) : 0.144 MIN. HORIZONTAL REINF. - .25 % (I N'' 2) : 0.240 DESIGN REINF. — VERTICAL: #5 @ 8 — HORIZONTAL: #5 @ 16 COMBINED STRESSES C WALL. 0.78 < 1.0 . PROJECT : BETTER BUILDERS CONSTRUCTION JOB.NO. : 0721 DATE : 8/1990 . � ` FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ' (916) 872-0254 . _ CALCIS BY : FLT SHEET 13 OF IC �= - FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 20.97 42.08 DESIGN FOOTING - WIDTH - DEPTH(INCHES): 30.00 TOTAL GRAVITY LOAD - Pv (KIP): 3.82| INCREASE OF ALLOW. SOIL PRESSURE (%): 30.0 ACTUAL SOIL PRESSURE - Q (PSF): 1912 < 1950 SLIDING RESISTANCE - Fr (KIP): 2.27 > 1.56 SLAB REINFORCEMENT: --------------- REINF @ TOP OF WALL (BAR #): 5 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.21 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 48.43 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 58.45 (N/o/ s ya. L ) s/ v",p ./O '.7/YO.7 zP//1 '7/1/✓n 77VN ;O/YOO swo JN/4yoh'.S ,2a//fOa6l :o//t1 .Yn?7. q// r '91,1 a�S 'N/�✓ � 9£ 7 �L WW %7YM /Yy"/1 '7riS/011a/O Qde/I.7 S 7 W/N �a V- SONi100,1 7 N •,41a/ woa/� s��nioa ' �-- 7j). .9)'�W 0,.7 "oo�/ C7// a �/ —r C7s o�V o s153a /vY/r1 SsO7 s 7pm k�w 'N/6! �q 17,p W141, / _. -- aro :./ •/li M � ,vo0 ow//w a Z/ — S91a/ ,, f 0 v oj 774'M 'S7,; 11 A# sNb'7d »s S!,1/C7 a'O--r — 77YM '010YOO� 9 W N Q to b 1-04 sy J�G.T DATE .'8/90 SUBJECT..T!!PIC/=L /� SHEET NO. �5. OF �E I GO�</C . �D�Jic%D.4T/D�S/S jos NO. 072/ 8E7TE�E' f3U%G DE.�S CONST. , D/eO v/GL E, CIA, �-e V < AIAR/cS — SEE PGi¢A1,T see TG. 801/E "�Q9• • i' L • s nn �/i/ ?/ F L cT [EM0 5790 CLARK RD., PARADISE, V o j Q �o QLq 41P Q_. OF 6) 872-0254 -14 SL v Jv h k nn �/i/ ?/ F L cT [EM0 5790 CLARK RD., PARADISE, V o j Q �o QLq 41P Q_. OF 6) 872-0254 l RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails Sec. 3306). uardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706).. Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. 12/90 M Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G.'requirements. oise requirements on duplexes. Energy design. 4.6 -Flashing at all exterior openings. ,]ACDF responsible area requirements. 1 4 U RESIDENTIAL PLAN CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # �Coo� -Qi OWNER A. P. # -d l ,' P Plan Checker 1 GENERAL Zoning requirements: (sideyards and number of permitted living units). aluation. Plans signed by designer. K.�E� roper description of work on application. Existing violations on property. 6• Items on data sheet. (W.C., fees, Health, Developer Fees, License law, -etc). Recorded notice of violation. PLOT PLAN fuFlood omplete parcel size and dimensions. etbacks, sideyards, easements, etc. ther buildings or structures. rading, fills, drainage. hazard. pecial conditions on creation map, stible, and foundations). AU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FT.nnR PLAN Complete to scale plan with dimensions. . required windows for light and ventilation (Sec. 120.5). / Required windows for second exit (Sec. 1204). —skylights (Chapter 34 & Sec. 5207). / Human impact glass (Sec. 5406). r"'Required room sizes, ceiling heights (Sec. 1207). �GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). f Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. garage firewall, door size, and closer (Sec. 503(d)(3)). i`l - 3'0" exterior exit door (sec. 3304 (f). 2 --Fireplace and wood stove location, alcoves, and clearance. �' Smoke detectors (Sec. 1210). 4 --Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Stan ar racing or ginee.red design (Table 25V) --t- Unusual shape, size, or split level house requiring lateral design. �undation plan complete enough to construct building.OVA ---4--.Floor construction details complete enough to construct building. C",/ .Elevations and wall construction details complete enough to construct bui d'� 'ng.C12 Roof construction details complete enough to construct building. --�L—.Fireplace construction details and calcs if necessary. •--8—. Rafter ties or bearing ridge beam. -9�Garage door or porch header sizes. ' ru. Stud heights. . Adobe soils - special foundation design. .-Setaining walls requiring design. pecial Inspection required. . Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT 184 86 Section 26-8.1 of the .Butte County Code requires this acknowledgement 'be recorded prior to issuance of a building permit. 91--019496° 1 Rec Fee 5.00 The property described herein is adjacent I Check 5.00 to land or included within an area zoned Recorded 11 for agricultural purposes, and residents Official Records of this property may be subject to incon- County of 1 veniences or discomfort arising from the Butte I ' use of agricultural chemicals, including, Candace J.' -Grubbs but not limited to herbicides, pesticides, �Reeorder and fertilizers; and from the pursuit 2:16pm 10 -May -91 I XX 1 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 80, Unit -.3 - Kelly Ridge Estates Date: May 9, 1991 Richard L. 15orterfFeld State of California) On this the 9th day of May 19 91 , before me._ SS. the undersigned Notary Public, personally appeared County of . Butte . ) . ***Richard L. Porterfield****** ®®aovo®�e■®t�a1a®oa■®s®®�®® Personally known to me. Proved to me on the basis NINA J. - m of satisfactory evidence. MOTARYBUBLIFORNIA 'to be the person(s) whose name(s) is ufte County MYCOWNSWOnEW&WApr029,1994 ®subscribed to the within instrument and acknowledged that he a the same for the purposes therein contained. IN W1TNfST, WHEREOF, I hereunto set my hand and official seal. Present A. P. No. � Cy IK Vary Public END OF DOCUMENT •. h ' STRUCTURAL CALCULATIONS FOR ` CANTILEVER RETAINING WALLS . BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 �ALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ' ^/ SIGNED ____�c~� DATE ` __ __ FRANK L. TYUKOS��RCE 32434 F L T ENGINEERING �5790 CLARK ROAD _ PARADISE, CA 95969 (916) 872-0254 ` FLT ENGINEERING, SUBJECT: CONC. CANTILEVER RETAINING WALLS 5791 CLARK ROAD PARADISE, CA BY: FLT DATE: 11/90 JOB NO.: 0854 PROJECT: BETTER BUILDERS CONSTRUC=TION SHEET 1 OF 13 5:63 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DES I GN_i_:�' I TER I A_ STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER. RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+4) = .12 k/1 MAX. LL = .016 x 26 + .010 x (26-4) + .050 x .12 = 1.24 k: / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL.:) AND SLIDING RESISTANCE (MIN. DL.. ONLY), MAX. LL — ROOF LL. + ADD' L ROOF DLA FLOOR DL+LL CALCIS PROVIDED FOR: 6" THICK: A. 31-8" HIGH — SHEETS 2 & 3 8. 51-0" HIGH — SHEETS 4 & 5 C. 6'—E" HIGH — SHEETS 6 & 7 8" THICK: D. 61-6 HIGH — SHEETS 8 & 9 E. 81-0" HIGH — SHEETS 10 & 11 CONSTRUCTION DETAILS — SHEETS 12 & 13 -MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF PROJECT : BETTV BUILDERS CONSTRUCTION JOB NO. : 0854 . DATE :.11/1990 ` CALC' S BY: FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESI6N: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE- (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF, (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD -DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): � BOTTOM (INCHES): COEFFICIENT ^� TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & ------------------------------------------------- _______________________________________________0.025 SPA (IN) 0.0253.75 . #4 @ 97.7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF, - VERTICAL: 1*4 @ 24 - HORIZONTAL: #4 @ 13 \ LEVEL 30 0 40 2000 .12 1.24 3.5 3 6 6 1.46 0.14 0.14 0.108 0.180 ' ` FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA � (916) 872-0254 COMBINED STRESSES @ WALL: | 0.10 < 1,0 PROJECT : BOTTER BUILDERS CONSTRUCTION JOB NO. ; 0854 DATE :41/1990 CALC"S BY. FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2,5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK.OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0,22 OVERTURNING MOMENT-- Mo (FT -KIP): 0.28 TOTAL RESISTING WEIGHT - W (KIP); 0.78 RESISTING MOMENT - Mr (FT -KIP); 0.99 OVERTURNING RATIO - SF < 3.52 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 NET MOMENT - Mn (FT -KIP): 0.71 ECCENTRICITY - e (FEET): 0.09 ECCENTRIC MOMENT - Me (FT -KIP):. 0.07 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 501.53 < 1500 - SPh (PSF): 280.97 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 656.53 < 1500 - SPh' (PSF): 1365.97 > 0 SLIDING RESISTANCE - Fr (KIP): 0.34 > 0.22 FOOTING.- TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.83 MAX. MOMENT @ TOE - Mt (FT -KIP); 0.34 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0 ---------------------------------------- 0.034 6.75 #4 @ 70.7 DESIGN TOE R PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : i1/1990 CALC'S BY. CFLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: � ALL CALCULATIONS ARE IN UNITS/LN. FT, ' FLTENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET uL OF Q GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL iHEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES), - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FTrKIP): AREA REINF, (IN^2) 'dl(TN) SIZE & SPA (IN) _______________________________________ . 0.083 3.75 #4 @ 28.9 MIN. VERTICAL REINF. - .15.% (IN^2): MIN. HORIZONTAL REINF. - ,25 % (IN^2): DESIGN REINF. - VERT - HORIZONTAL: COMBINED STRESSES @ WALL: I .12 1,24 5 4.5 --` 6 1.46 0.30 0.46 0.108 0.180 0.25 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 CALCIS BY :'FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DESIGN FOOTING WIDTH - 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 BACK OF WALL (INCHES): - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 10 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 30 OVERTURNING FORCE --Fo � (KIP): 0.43 OVERTURNING MOMENT'- Mo (FT -KIP): 0.76 TOTAL RESISTING WEIGHT - W (KIP): 1.14 RESISTING MOMENT - Mr (FT -KIP): 1.98 OVERTURNING RATIO - GF 2.61 NET MOMENT - Mn (FT -KIP): 1.22 ECCENTRICITY - e (FEET): 0.18 ECCENTRIC MOMENT - Me (FT -KIP): 0.20 FOOTING AREA- Af (FT^2): ' 2.50 SECTION MODULUS - S (FT^3): 1.04 ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET *r OF /Aj SOIL PRESSURES - DL ONLY - SPt (PSF): 645,91 < 1500 - SPh (PSF): 263.42 > 0 SOIL PRESSURES - ADDED LL - SPi` (PSF): 546.71 < 1500 - SPh' (PSF): 1354.62 > 0 SLIDING RESISTANCE - Fr (KIP): 0.68 > 0.43 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv <KIP): 0,80 MAX. MOMENT @ TOE - Mt (FT -KIP): 0,64 AREA,REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------ 0.065 6,75 #4 @ 37 DESIGN TOE REIN FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0854 PARADISE, CA DATE : 11/1990 (916) 872-0254 CALCIS BY :AFLT SHEET ^: OF /-Z SUBJFCT: CONCRETE CANTILEVER RETAINING WALL ' __________________________________ WALL'DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF, (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): 1.24 . OVERALL HEIGHT OF THE WALL - H (FEET): 6.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): G —' THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 ' COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN^2) 'd'(IN) SIZE -------------------------------------------------- _______________________________________________0.197 & SPA (IN) 0.1973,75 #4 @ 12,2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .15 % (IN -2): 0.180 DESIGN REINF. - VERTICAL - HORIZONTAL: COMBINED STRESSES @ WALL: � 0.55 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 6.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.30 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.46 AREA REINF. (IN^2) 'dl(IN) SIZE ------------------------------------------------- _______-______________________________-____-___0.083 & SPA (IN) 0.0833.75 #4 @ 28.9 DESIGN REINF. - VERTICAL: � , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11.1/19900 CALCIS BY :AFLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW, LATERAL BEARING PRESSURE (PSF); FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 15 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.74 OVERTURNING MOMENT_- Mo (FT -KIP): 1.72 TOTAL RESISTING WEI6HT - W (KIP): 1.74 RESISTING MOMENT - Mr (FT -KIP): 4.14 OVERTURNING RATIO - SF 2.41 NET MOMENT - Mn (FT -KIP): 2.42 ECCENTRICITY - e (FEET): 0.28 ECCENTRIC MOMENT - Me (FT -KIP): 0,48 FOOTING AREA - Af (FT^2): 3.33 SECTION MODULUS - S (FT^3): 1.85 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET / OF IS SOIL PRESSURES - DL ONLY - SPt (PSF): 782,79 < 1500 - SPh (PSF): 262.34 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 652.59 < 1500 - SPh' (PSF): 1136.54 > 0 SLIDING RESISTANCE - Fr (KIP): 1,12 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.33 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.57 AREA REINF. (lN^2) "dl(IN) SIZE & SPA (IN) 0.123 8.75 #4 @ 19.6 DESIGN TOE REI � ' . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : 11/1990 ' CALCIS BY :� FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL'DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ~P OF A3 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET\: 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 6.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6 THICKNESS OF WALL - TOP ANCHES): 8 - BOTTOM (INCHES): ' 8 COEFFICIENT - a : � 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE ------------------------------------------------- ------------------------------------------------0.130 & SPA (IN) 0. 1305.69. #5 @ 28.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .0 % (IN -2): 0.240 DESIGN REINF. - VERTICAL: - HO COMBINED STRESSES @ WALL: ^ 0.25 < 1.0 la PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0654 DATE 14/1990 CALL'S BY U FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEATING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE ( F'SQ : FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL. (INCHES): -- TOE (INCHES); FOOTING KEY - DEPTH & WIDTH (II li :HES): - BACK TO BACK OF WALL (INCHES) : TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE. - F- o (KIP) : OVERTURNING MOMENT .- Mo C FT- K I F') : TOTAL RESISTING 'WEIGHT -- W (K I F RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT -- Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT"2) : SEi_TION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY -' SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL -- SFT (PSF): SLIDING RESISTANCE - Fr (KIP) : FOOTING - TOE: EARTH PRESSURE @ TOE - Fv C K I. F) : MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. c: IN�:) ------------------------------------------------- ---------------------------•-------------------- ' d' (IN) SIZE & SPA (IN) 0.111 G.111 B.62 #5 @ 33.4 DESIGN TOE REINF.: #55 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 9 OF /3 100 150 1.5 2.5 1500 00 0.35 12 0 2;4 15 0 40 0.74 1.72 1.90 4.46 2. 60 2.75 0.42 3.33 1.85 800. 38 1500 342. 25 > 0 725.98 < 15:0 1160.65 > 0 1.17 > 0.74 1.33 1.4'2 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0854 DATE : f1/1990 CALCIS By :'FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A9 OF Q GRADE SLOPE RATIO: TOP OF LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 6.5 30 SURCHARGE (FEET): THE SOIL - Hr2 0 YIELD STRENGTH REINF. (KSI): THICKNESS OF 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): TOTAL EARTH .12 - LIVE LOAD (KIPY ; 0.54 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): (FT -KIP): 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): AREA REINF. ------------------------------------------------------- 7.5 --- THICKNESS OF WALL - TOP (INCHES): SIZE & SPA (IN) 8 � BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.84 MOMENT - Mw (FT -KIP): 2.11 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 04253 5.6D 05 @ 14.7 MIN. VERTICAL REINF. - .15.% (IN^2): 0.144 MlN, HORIZONTAL REINF, - .25 % (IN -2): 0,240 ' DESIGN R| INF. - VERTICAL: #5 @ 121 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: | 0.46 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6.5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTO.2 (INCHES): : 8,00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1,08 AREA REINF. ------------------------------------------------------- (IN^2) 'dl(IN) SIZE & SPA (IN) 0.130 5.69 #5 @ 28.7 DESIGN REINF. - VE 5 PROJECT : BETTER -BUILDERS CONSTRUCTION JOB NO. 0854 DATE 11•/ 1990 CALCIS BY rzFLT FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE ( PSF) : 1500 ALLOW. LATERAL BEARINig PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 35 DESIGN FOOTING DEPTH (INCHES): 1: DESIGN FOOTING WIDTH - HEEL. (INCHES); 12 - TOE (INCHES): 30 FOOTING KEY -• DEPTH & WIDTH (INCHES) : 20 - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 50 OYERTURN I NG FORCE - F o (KIP): 1.08 OVERTURNING MOMENT.- Mo (FT -KIP) : 3.07 TOTAL RESISTING WEIGHT - W (KIP): 2.71 RESISTING MOMENT - Mr (FT -KIP): 8.05 OVERTURNING RATIO - SF 2.6 NET MOMENT - Mn (FT -KIP): 4.9B ECCENTRICITY - e (FEET): 0.25 ECCENTRIC MOMENT - Me (FT -KIP): 0.67 FOOTING AREA - A f (FT -2): : 4.17 SECTION MODULUS - S (FTA): 2.89 FLT ENGINEERING 5790 ::LARK ROAD PARADISE, CA (916) 872-0254 SHEET // OF /3 SOIL PRESSURES - DL ONLY - SPt (PSF): 883.14 < 1500 - SPh ( PSF) : 418.46 > o SOIL PRESSURES - ADDED LL - SPt' (PSF) : 859.34 < 1500 - SPh' ( PSF) : 1037.46 :> 0 SLIDING RESISTANCE - Fr (KIP) : 1.66 1.08 FOOTING = TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.8E MAX. MOMENT @ TOE - Mt (FT -KIP): 2.47 AREA REINF. c:IN``•'.:) 'dl QN) SIZE & SPA (IN) ---------------------------------------------------- 0.194 8.69 #5 @ 19. 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Q'Q 3'CG;e, 3. /F 00y/czs .41A -.E oM�TrEo .�i�o ,SCS PG ?4C60 ¢. t'F.eFOre.4Tc� A•e,dlV ry 0.1 YG/GNl , PE'Q 4m, Fr OP0le.4/1/ Rocs' (y/,v,) -- O'=r1o'Am / TIT E �^S77J0 G!/i4G G Ort FG OOre CO,v,s T, I� I i b,• Q� Brf C,CF/LL a 2 CG �A�P Q V A4 2¢ ft/,q L L C L__ J ONG Y 2�o//&-r4. ,e�ffrq11v11V(9 AIX �cs a, a f IC /v. T. s. IF L4 R 5790 CLARK RD., PAF a O 2- Ave cotiT x.4. 8. 3 /O �x /O CONT eel', /2 x 45- � Lt/i4L G C, Q�pF ESS/0"V o L, T y F Geo mac, A ICD uj No.^32 � r ,. ' Sm U.`95969 (916) 872-0254 sp 11190. -.. �. T cfilvrlG � vct�r S'�E T v _ O�B3S 'P13 R& 14II//IA6Wlf44 f"O.E' ,orna... . • BEJ-TFi2 ,8U/Gp�,E�s' CO�t/ST, C�Ov/GGE. G,�. Irml-0 &141.4 o e /=//,//. rW Gre ham • � R�C�it/GL /5 tea, c f/o cpir., TYi� � 0 � op 8 cawc, W,4a , rYP. / I I 2'�CC Eif�P ' . mo re YAGG Z.), / I `S&, GR.4 aF I N �J 3 Cee, No res ; ---- /, /l� Uowere-S OM/TEO '400 G W-5 SH.4LG 4e PWOv/D01O e ` lf44 E, 2 44P 1410R/2, /8 'Ove ?O P/,4, M/N. 3, GeXk,17YSIH4Fer /. GOADS PE,e ov e 24 " Do o. c. 7 12v 6�L e- ,3 D. ,3- ¢ //r D, �- 3 - #¢ CONT, &, D. ¢—¢CONT. E, /2 x /s, cavr. ,t -Ex Co� 1t4G Dr --P 77t> Z44 /4, �.sy.- BUILD ESS/pNq rri OF t✓ A��F � • �9� � 5790 CLAf�IC RD.. PARADISE. CA. 95969 (916) 872-0254 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPO51856 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/14/2005 APN: 069-210-016-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 18 KOKANEE DR ORO License Class: License Number: Date: � �! 9E,1c 5j4W5 0,,wsr Map Index: Contractor: Description: REROOF COMP (30) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PORTERFIELD RICHARD..L:&-.MARY_ANN, ,.M.. -. permit to construct, alter, improve, demolish, or repair any structure, prior to its ,issuance; -also requires the applicant for such permit to file -,i - r signed 6tatemenfttiaf he or she is licensed pursuant to the provisions of! '18 DRIVE the Contractor's State -License Law (Chapter 9 comriencing'with Section OROVILLE, CA 7000) of Division°3,of'.ttie'Business and Professions Code) or that he or : }' _ she is"exempt therefrom'and the basis for -,alleged. exemption;. Any, 95966 .the violation, of Section, 7031.5 by any applicant fora permit subjects the . applican(to:a.civiipenaltyof not more than five hundred dollars ($500).)::' ❑ I, as owner of'the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intendedor,offered,for.sa1e„(4ec..7044,Business,and rofessions,,...,.-„„,..., Code. The Contractors` State License Law. does not apply to an Applicant: BEN SPARKS CONSTRUCTION owner, of property who builds or. improves thereon,. and who does such work,himself or herself or through his or her own employees, provided that. such improvements. are not intended or offered..for 241 RIM CANYON PKWY sale. If however, 44 building or improvements are sold within one OROVILLE CA year of completion, the owner -builder will have the burden of proving that -he or she did not build or'improve for the purpose of 95966 sale.). 530-589-0784 A 1,. as., owner:, of..,the..property,,, am. .exclusively.,contracting..with , licensed contractors to construct the.project-(Sec. 7044, Business and Professions Code. - The Contractors' State License Law does not apply to an owner of, property who builds or improves thereon, .and who contracts for such projects with a contractors) licensed pursuant to the Contractors' State License Law.). Contractor: BEN SPARKS CONSTRUCTION ❑ I am. Exempt under Article 3 of the Business and Professions•Code 241 RIM CANYON PKWY Date: Owner: ' � OROVILLE, CA . . 95966 595966 -0784 r,.. _'WORKERS'..COMPENSATION'DECL'ARATION.. -- I hereby affirm under penalty of perjury one of the following declarations: ❑ t have and will maintain a certificate of consent to self -insure for workers' compensation,. as provided for by Section 3700 of the License #: 702995 Labor Code, for the performance of the work for which this permit is issued., _ I- have and -wdl maintain- w_orkers^ compensation insurance, as required by Section 3700 the Labor Code, for -the performance of Architect: the work for which this permitis issued. My workers' compensation insurannce'carrier,and.policy number are: Engineer: Carrier Total Square Ft: 0 S. F. Policy #: :_... :.,....:... ❑ 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 Valuation: $0.00 ,become subject to the workers' compensation laws of California Census Code: and agree � that if I .should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ate: Date:.- -Applicant: -Applicant: - WARNING: Failure 'to secure workers' compensation coverage is unlawful, and shall subject an employer'to criminal penalties and one hundred ' thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and. attomeys,fees. . r✓ C � �\ X11 ✓� _„_ _ I CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This perrmit.1 ereby ssued under the applicable provisions of the Bufte County Cod anrUor Resolution to do ork indicat above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:_l , ate: PERMIT EXPIRES '-1� Q Date Address: O 1 hereby certify -that the use of,this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use.of hazardous.materials. ❑ Notification:in accordance with'Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are, copies of tFie required E.P.A. notification forms. I hereby certify that I have.read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county at d,state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document utte County. I hereby authorize repressentativels► off Butte County to enter upon the above mentioned property for inspection purpo Print Name✓ Y ����(�S �� Signature: • Date:.......? 13 Owner contractor 0 Agent for Owner 13 Agent for Contractor �') C'\ j BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 4: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds *`PLE SE PRINT CLEARLY** OWNER _Last Name,, Address 6W �fZ, I City D v�� ` State Cr Zip CONTRACTOR Name Address 6W �fZ, I City D v�� ` State Cr Zip Phone y— y—, ®? Fax E-mail % # �� �� Class el APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X G2� For office use only: Zoning Property Address Flood Zone reel SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: UVEB FUR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION A&-i{iD -Dl Property Address Cit reel WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Descripti or Scope of Work: Q Sq. Footage - 3 C) _ S <! e, ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receive by: Amount: Bldg SRA Recei t #: -34s Sheriff Date1 ` �7 / SMIP Other � _� Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). - 0 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS0dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 i - Butte County Department of Development Services• �OurrEe?E^ 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 www.buttecounty neVdds °Our+ty� RESIDENTIAL APN: Permit No. 069069-210-0210-016 05-2822 Owner. -POi RTERFIELD, RICHARD_ --_ Site Address:' 18 KOKANEE DR, OROVILLE Cont: BEN SPARKS CONST.—'* Contractor. DECK _ Type of Permit" " �- - T ti 1 i • I SPECIAL CONDITIONS r CHECKED BY 0 SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED . Q SPECIAL INSPECTION ITEMS 0 VERIFY Q USE PERMIT CONDITIONS Q SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE q& I� DATE;JOB FINALE . SIGNATURE: a s I SPECIAL CONDITIONS r CHECKED BY 0 SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED . Q SPECIAL INSPECTION ITEMS 0 VERIFY Q USE PERMIT CONDITIONS Q SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE q& I� DATE;JOB FINALE . SIGNATURE: . = OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; 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 Blckng; 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 -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C KS -CO V E RS -C A R P O R TS -GARAGES 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; Wridws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath W Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls DATEPOOLS 1 Setbacks -Easements 2 Soils; Compaction Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI Elec Pool Lting; 15 volts-GFl. 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' 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 o41 014�1 °°5 d Pool Drawing =OK 0 = Not RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR UATE 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 Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Ace 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Ace 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a 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 C/0 -Sewer Test c 10 UF, Gas Pipe; Sz Anchrs-Sz Test o* o0 o`s tl Wtr Pipe; Test-Anchrs-RgltrService Test DATE IMECHANICAL 12 Elec Undrgrnd 61 AC Ducts Insultn & Support 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 GirdersSills-Anchr BoltsJoists-Vnts -Cripples 62 Vent Fan, Exhaust abv Insultn 15 Ace & Vntltn 63 Drain & Ovrflw, Sz & Grade 16 Insulation _Condensate 64 Furnace -Vent Acc-Comb Air Rtrn/Vent i 15 Outlet 65 Attic Ace & Pltfrm if Furnace in attic 0 0`4� DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 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 Ace -Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Ace; Sz & Rmx Prtctn-Draft Stop4ns 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 Clrnc 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-Cime-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrfir Ace Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Ins ultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes DNo c` 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 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-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or DAL 98 Address Posted AC Wire Sz ga 0 CU or 0 AL 99 Fire Sprinkler 48 Range Circ ga 0 CU or DAL Oven Circ g.E] CU or 0 AL Insulated Neutral 0 Yes 0 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. -(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52822 R r` RsdIrliinn Parmil n1-16-04 no 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 10/12/2005 APN: 069-210-016-000 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. Site Address: 18 KOKANEE DR ORO License Class : Lice se Number: Map Index: DaAe —/Z Contractor Description: rebuild existing deck, (excluding cover) OWNER -BUILD DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PORTERFIELD RICHARD L &MARY ANN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 18 KOKANEE DRIVE the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: BEN SPARKS CONSTRUCTION owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 241 RIM CANYON PKWY sale. If however, the building or improvements are sold within one OROVILLE, CA year of completion, the owner -builder will have the burden of 95966 proving that he or she did not build or improve for the purpose of sale.). 530-589-0784 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BEN SPARKS CONSTRUCTION pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 241 RIM CANYON PKWY OROVILLE, CA Date: Owner: 95966 530-589-0784 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 702995 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 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number arle:�Engineer: �il / �y "613 Carrier: /i C p� /J Policy #Z7 % <� l � 7 j ( �i ' Total Square Ft: 0 S. F. ❑ 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 Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: `Z compensation provisions of Section 3700 of the Labor Code, I shall forthwith complywith those provisions. I (/ Z— � `7 J �/�/ C " Date: .. Applicant: �1 0 WARNING: Failure to secure workers' compensation coverage is ( unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h y issued u�rappble rovisionsof the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions do workidibate' fees have been paid. 2 performance permit BY Date: Name: PERMIT ES ON: Address: Date ' ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a official form or document of Butte County. I hereby authorize representatives of Butte to enter upon the above mentioned property for inspection purpo s. /County 0//i� �lfi'��"� Print Name: GGf Signature: Date: ❑ OwnerContractor ElAgent for Owner ❑ Agent for Contractor R r` RsdIrliinn Parmil n1-16-04 no 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Npme� /-,,-- irs Name Ad ress City 0/&ZwLC'�ff S'ate C14 Zip Phone Fax E-mail CONTRACTOR ARCHITECT/ENGINEER Name S+ rfeGy/ C Address S City 20 U L G� State State Phone Fax Book E-mail V/ e Lic. #70 z 9QS Class �Nc�MAffVWnter. c� APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name S+ rfeGy/ C Address S City I No State Z Phone Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name ffEw S+ rfeGy/ C Address S City I No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Propert/ P3 Address Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP©S26 BIN # LOCATION AP# ®69-olo -0tI6 Propert/ P3 Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:TORMS)BUILDING FORMSMBIdgApplSubRgmts.doc Page 1 of 2 Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP DateLO ther Total REV 6-16-04 !4 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). o 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 A 069 012 016 #98-1693 �1 PORTERFIELD, DICK & MARYANN RESIDENTI4L 18 KOKANEE DR. OROVILLE BEN SPARKS CONST. c� COVER OVER EX DECK PERMIT NO. Y t PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL ,LOCATION w CHECKED SRA BY ` FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. i SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Ser Called PGA JOB FINALED 4 Signature V=OK O = Not OK Not =NotReady ble 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-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / IV% / /Nat. or/ /"Lt./ /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-DemarKWahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: Ucense Decal 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-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails &O$I%od Awn.; Posts -Beams Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtlq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK O = Not No OK RESIDENTIAL (Single & Duplex) - = Not ApP licable = Not Ready FRAMING (Continued) Date 46. UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ p Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -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. Pienums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 62. 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 Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Recepticales at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Elec. Receptacles in Garage (G.FI.)-Romex Protection 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Guard rails & Deck Construction -Post Caps 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Service -Riser Conductors & Ground -Main Disconect Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 32. Equip. Clearances Panels-Motors-Mech. Epuip. Stucco Brown -Finish 33. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 34. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 35. A.C. Ducts Insulation & Support Corrections from Previous Inspections 36. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 37. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet Energy Compliance Certificate -Other Certificates 39. Attic Access & Platform if Furnace in Attic Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & 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-Walls0indows 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-Conector- In Garage; Above Floor -Ducts -Meth. 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 & Recepticales 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 -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-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 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 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 Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7549 8- P No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-210-016 ZO .e BUILDING PERMIT OWNER DICK AND MARYANN PORTERFIELD TEtl�7 -0412 S FT. OCC. BUILDING VALUATION COV 3120 OWNER'S MAlu ATRANEE DR. OROVILLE 95966 CONTRACTOR*13 SPARKS CONST TffJ 0-16784 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ 40-95 BUILDINGADDRESS 18 KOKANEE DR. Energy Plan Checking Fee $ OROVILLEPERMIT $ FEE $ 12 -95 LorNo� SUBDIVISIONS NAME P AP� PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF P Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition €� Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COVER OVER EX DECK Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �] �j C� S� License Class LF Lic. No. / O L� [ �J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and po icy number are: Carrier�i4—/-�= C© Policy Number Z Z g — tp// �4—&Q/ — 9 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthith comply with those provisions. �J 2n X 0!52-_" Date (�j f/'— Signatu of Applicant - ❑ Ow ❑ 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 IOOOA 46.00 NEW CONST. DIN OR ( ,!ZNG OCCUP. 3.5Qso coNST. MUL�TC.S. OUTLET NON -REBID. @7.50 POWER APPARATUS a SINGLE ourLET CIR. 20@ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL p .so Ex. Occup. ou"E. R. Ers p� D OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 9 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 $ 123.95 HA2. D. FEES IMP _ __- FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under of the Butte County de and/or indicat ov or w ch fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. p/��/rp ate �+ Defe Receipt No. ��� �" WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT A�M^{A ii.��.r}t,��.+�rfn.� ��{. ��..' V~\��j�.�K.�"�f*Y'{,.��{'T/TI��•�'i�T��,-1'tl'I'.�•�-l,�i�r��,`ly��IT �%'i'��� COUNTY OF BUTTE= DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY:CFNTER DRIVE - OROVILLE, CrALIFORa IA 95965 - TELEPHONE (916) 538-7541 r { PERMIT APPLICATION DATA SHEET OWNER: o r�e r `Pi e\ ASSESSOR PARCEL ER: Proposed Building Use: Building Inspector: Date: p 1 At time of permit application, I was advised the following data must be submitted prior to permit pr6cessiAg and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑2. plans, 3/4 sets,sign by the preparer of plans. ------------------------------------------------------------ .9_! plete plans, Y4igned by the preparer of plans. ----------------------------------------------------- "Z-,r?ja ❑4 ngmeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! EFS- &- mss ❑ . 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, ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1:113. -------------------------------------------------------- ❑13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- *r ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ ].9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on - (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ,--------------- 1130. -------------- ❑30. Other: ------- When you issue the permit, process as follows 11 Mail to owner, /❑]Mail to ntractor. C1Telephone —'Q Jp?7 and hold for pickup at v root ce. ❑ Deliver willMm'spectr. li te: �°�PP � Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air ution Da By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: '�❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi�W6unter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi§ion counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building.Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: c Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. job Name: BEN SPARKS - ADDITION Truss ID: B 1 Drw -0 01 BFG X -IOC AEP= SITE REQ'D 'IDP CH3;D 2x4 HF #1 THIS MICN IS THE QUIPWITE RE= OF UPLSFT RE71C CICS) 1 0- 1-12 2 35-10- 4 1533 3.50" 2.52" 1403 3.50" 2.31" B71' G1 2x4 HF #1 WPB 2x4 HF SMMI= hi.MFYE LOAD CASES. RATE VA= FM I®0 RESEf1I�CH rEFCI P #1607.2 stypmt 1 -62# -192# 10 18- 0- 0 5 23- 9- 5 11 26- 7- 1 N7IE: Plates have been sized for design Lca&3d for 10 FWrrn-eorxxirrent BCI . This is designed using the TC FSE 1 -4489 AXL BND CSI loads only. It is the fabricatcr's roiH 1 ity to aaxa.nnt. for handling Penin wit braeit-g is rreeqqn. (by ctlx�) to pprevent. rctatiWbcFp]ir See HID -91 arxi LW -94 Code. Bldg FYtcicsed = Yes, Ehd Ya�e = Yes Category = C 2 -3911 .40 .53 .93resp facts in the sizing of plates. AISI/`IPI 1-1995; 10.3.4.5 and 10.3.4.6. H.mic arie/Cbeat Lim = No 3 -2615 .25 .07 .32 .56 .33 .40 FLATIM BASED CN GEM LL149ER VA M. Bld3Length = 36.00ft, Bldg Width = 50.00ft, Nh�rroof height = 20.78ft, MPH = 75 9 -2615 .01 .33 .90 Classification= 4, Dead Load = 18.0 psf 5 -3686 5-4047 .21 .29 .50 ---LCAD CASE #1 rESIGN LCArS ---------------- .33 .51 .83 Dir L.Plf L.Lcc R.Plf R.Loc LI M TC Vert 56.0 0- 0- 0 56.0 36- 0- 0 .71 BC FSS£ AXI, HID CSI BC Vert 20.0 0- 0- 0 20.0 36- 0- 0 .00 1 4271 .72 .26 .99 Tjlx... Ike X.Loc IL/'IL 2 3290 .35 .62 .97 TC Vert 200.0 6- 7- 2 .53 3 3176 .34 .62 .96 4 3848 .65 .26 .91 WPB FCKE CSI WEB KFEE CSI 2-9 -662 .20 5-10 -834 .80 3-9 682 .32 5-11 516 .24 3-10 -967 .93 6-11 -417 .13 4-10 1121 .53 MSX EEKECTrCN (span) 1t/985 IN M4 9-10 (LIVE) L= -.43" D= -.39" Z`- -.82" = Joint Lacations = 1 0- 0- 0 7 36- 0- 0 2 6- 7- 2 8 0- 0- 0 3 12- 2-11 9 9- 4-35 4 18- 0- 0 10 18- 0- 0 5 23- 9- 5 11 26- 7- 1 6 29- 4-14 12 36- 0- 0 T 5-6-12 T _ 3-11 0-3-12 200# 6-7-2 5-7-9 5-9-5 5-9-5 5-75-7-9 6-7-2 t 6-7-2 12-2-11 18-0-0 23-9-5 29-4-14 36-0-0 18-0-0 18-(1-11 1 2 3 {4 5 6 7 F -3.50 3-5 -3 50 8 9 9-4-15 9-4-15 8-7-� , 18-0-0 8-7-1 -i 26-7-1 Im Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame nlates are positioned as shown above. 12 9-4-15 36-0-0 T 5-6-12 -8 I SHIP 0-3-112 ft =- 7/27/98 Scale: 1/8" - 1' ® H OM EWOO D WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be terified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design heor exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TBF: 75.3 Chh: EP Dsgnr: BW #LC - 6 WO: H033 Customer Name: BEI SPARKS TC Live 20.0 psf DurFacs L=1.25 P=1.25 ®TRUSS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral to buckling length. This component shall not be placed in any environment that will rause the moisture TC Dead 8.0 psf Rep Mbr Bpd 1.00 support of components members only reduce content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C.Spacing 2- 0- 0 Truswal Systems - Colorado 4g45 No Dr., Col" Springs, CO 80907 sumdrrds: 'TRUSCOM MANUAL', by'rruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 10.6 s f P Desi Spec UBC -94 Design SP park (QST -88), 'IIANDLIN(i INSTALLING AND BRACING ME"fAl. PLATE CONNI?CPLD WOUD'rRUSSES' - (IIIB-9p and'iIIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute cl-Po is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper De -f. Criteria: L/240 TpS . 0 Version 03 .20.98 Association (AF -PA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington,'DC; 2(X)36, ITOTAL 38.0 psf ob Name: BEN SPARKS - ADDITION Truss ID: B Qty: 1 Drw 804T00� IIIA X -LDC FULr SIZE REQ'D 'IVP QII2D 2x4 HF Ill 'THIS rMIGN IS TrE C1MPCSrIE RES(IIX OF UPLIFr FOCPICN(S) 1 0- 1-12 1533 3.50" 2.52" 97r GrM 2x4 HF #1 M27PIE IDAD CASES. awe t 1 -62# 2 35-10- 4 1403 3.50" 2.31" VES 2x4 HF SIAM/SILO PIA'IE VAUES PER I®0 RESWCIf RaKRr #1607. a4:pc t 2 -192# 18- 0- 0 NM: Plates lave been sized for t�sign L� for 10 PSF rrn-concu ret -it Bal . this truss is designed using the 'IC FCIx£ AXL RZ GSI loads only. It is the falnicat�'s Penimaat hraeirg is ed (by others) to LBC -94 Cbde. 1 -4489 .40 .53 .93 asibil, to a�un)t for landline L pp>zvaat rctatiat/tcpplu-9• See HIB -91 ani 41 Bldg amlosed = Yee, End 7u)e = Yes Httrtcanae/Gismo Line = No Do) (�teycrcy = C 2 -3511 25 .32 .56 f in e sizing of plates. ArSI 1-1995; 10.3.4.5 aryl 10.3.9.6. U14MR VALIFS. Bldg Leta = 36.00ft, Bldg Ilidtl) = 50.00ft, 3 -2615 .07 .33 .40 WO: H033 PLATA, BASED C14 QB:EQ This design is for an individual building component. It las been based on specifications provided by the component ncwufacturer and dune in 9 -2615 .07 .33 .90 Cuetemaer Name: Iia roc heigPt = 20.78ft, MPH = 75 Classification = 4, Dead Ind = 18.0 pe£ 5 -3686 .21 .29 .50 5-4047 Dognr: BW #LC - 6 ---LOAD CAM #1 IFSICN ILYM ---------------- .33 .51 .83 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shallascertain that the loads utilized on TC Live Dir L.Plf L.Lroc R.Plf R.Lcc LLfIL Bc FVXE AXI, HID CSI H OM EW O O D this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor 'IC Vert 56.0 0- 0- 0 56.0 36- 0- 0 .71 1 9271 .72 .26 .99 TC Dead 8.0 pef BC Vert 20.0 0- 0- 0 20.0 36- 0- 0 .00 Lbs X.Lrx LLfIL 2 3250 .35 .62 .57 3 3176 .34 .62 .96 suppmi of components members only reduce placed content of the wood exceed 1'9`16 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live TL Vert 200.0 6- 7- 2 .53 4 3848 .65 .26 .91 'i'rmw61 Syeaen" - (:"1"r..d" 4445 Noohparlc I),_ Col.. Springs. CO wn)07 standards: "I'R1 ISCOM MANI 1AI. , by l'niswal, 'QUALI'T'Y CONTROL ti I'ANDARD POR ME I'AI. PLATE CONNIiCI'IiD WOOD TRUSSES' - , , BC Dead I.3B F3XE CSI I•a£B I= CSI Desi Spec UBC -94 4n P r 'QST -XX). 'iIANULINIt INS'1711,LIN0 AND BRACINU Mli'I'AI, I'IA'1'1, CONNIs<rl'IiU WOOD • (11111-91) and SUMMARY 2-9 -662 .20 5-10 -834 .80 P 3-9 682 .32 5-2-1 516 .24 De -f. Qriteria: LV240 3-10 -967 .93 6-11 -417 .13 Association (APPA) is located at 12511 Connecticut Ave, NW, Ste 21X), Washington, D('21X)36. TOTAL 38.0 pef 4-10 1121 .53 r•ux MlwnQ4 (fin) 1.{/585 IN 1,04 9-10 (LSVE) L, -.43" D= -.39" T= -.82" �nnr/ QI - Joint Locatio is 1 0- 0- 0 7 36- 0- 0 2 6- 7- 2 8 0- 0- 0 3 12- 2-11 9 9- 4-15 4 18- 0- 0 10 18- 0- 0 5 23- 9- 5 11 26- 7- 1 6 29- 4-14 12 36- 0- 0 T 5-6-12 l _ 3-12 0-3-12 6-7-2 5-75-7_ 9 5-9-5 5-9-5 5-75-7-9 6-7-2 6-7-2 12-2-11 18-0-0 13-9-5 29-4-14 36-0-0 18 -II -1) t 15-0-0 I 2 3 4 5 6 7 r 3.50 -3.507 3-5 QppFESS/O M 45982 1 1/98 */ 8 9 111 11 12 9-4-15 i 8-7-1 I 8-7-1_i 9-4-15 �r 9-4-15 18-0-0 26-7-1 36-0-0 CAL1F 7/27/98 TrUewal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or Scale: 1/8" 1' I1"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING /tend all notes oil Nus sheet and give a coi�v of it to the Erecting Contractor. TBF: 75.3 WO: H033 ® This design is for an individual building component. It las been based on specifications provided by the component ncwufacturer and dune in Chk s EP Cuetemaer Name: accordance with the current versions of 'ITI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dognr: BW #LC - 6 BEN SPARKS verified by the component manufacturer and/or building designer prior to fabrication. The building designer shallascertain that the loads utilized on TC Live 20.0 pef DurFacs L-1.25 P=1.25 H OM EW O O D this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor ®heathhng TRUSS s tnhd the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral to buckling length. This component shall not be in any environment that will cause the moisture TC Dead 8.0 pef Rep Mbr Bnd 1.00 suppmi of components members only reduce placed content of the wood exceed 1'9`16 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pof O.C.Spaeing 2- 0- 0 'i'rmw61 Syeaen" - (:"1"r..d" 4445 Noohparlc I),_ Col.. Springs. CO wn)07 standards: "I'R1 ISCOM MANI 1AI. , by l'niswal, 'QUALI'T'Y CONTROL ti I'ANDARD POR ME I'AI. PLATE CONNIiCI'IiD WOOD TRUSSES' - , , BC Dead 10.0 of Desi Spec UBC -94 4n P r 'QST -XX). 'iIANULINIt INS'1711,LIN0 AND BRACINU Mli'I'AI, I'IA'1'1, CONNIs<rl'IiU WOOD • (11111-91) and SUMMARY P SIIET"'I" by'1'1'1. '['he Truss Plate Institute ('I'I'I) is located at 5X3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper De -f. Qriteria: LV240 Tp5. 0 Version 03 .20.98 Association (APPA) is located at 12511 Connecticut Ave, NW, Ste 21X), Washington, D('21X)36. TOTAL 38.0 pef job Name: BEN SPARKS - ADDITION Truss ID: B Qty: 1 Drw : Em X -IOC REACT SIZE REQ'D 70P CITM 2x4 HF #1 'IRIS MIGI IS THE QNIILSrIE RESILT OF UPLIFT IEA12TICN(S) 1 0- 1-12 1533 3.50" 2.52" BDP CiiZIRD 2x9 HF #1 MATIFIE 1.90 CASES. VqjXWt 1 -62# 2 35-10- 4 1403 3.50" 2.31" VES 2x9 HF S AbV/SICD PLATE VALLES PER IC90 REM KH REFCRr #1607. aunt 2 -192# TC Live 20.0 psf NDIE: Plates have been sized far d sign L far 10 PSF non-acm rrent FrIl This Lntss is designed using the 7C ME AXL HtIl) CSI loads ails. It is the fabricat�'s Pumstret bracing is fired (by others) to UBC -94 Cbde. 1 -4489 to aaxxn-d: for handlirc3 pprevesit rctatiaVtq�Iirg. See HID -91 and Blcb Dnlosed =Yes, ad 2a�e = Yes .40 .53 .93resFuzsibrlity 2 -3911 .25 .32 .56 factors in d� sizing of plates. ANSI/rPI 1-1995; 10.3.4.5 and 10.3.4.6. Hturtcai-re/0- Lime = No Categ y = C Bldg Width 50.00ft, 3 -2615 .33 .40 (QST -nus), 'I IANDI.INII INSTALLING AND ISRACINO ME [-AL PLATF CONNECTED WOOD TRUSSES' - (11111-91) and SUMMARY P ATII�13, BASED ai GZMN LLI1IBER VALLES. Bldg La i = 36.00£t, = .07 9 -2615 .07 .33 .9U SHEEN" by'IT1. The Truss Plate Institute (1111) is located at 5x3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper M -m roof heeaaright = 20.78ft, MPH = 75 C1<issificaticn = 4, Dead Load = 18.0 psf 5 -3686 .21 .29 .50 5-9047 Association (AFI'A) is hx::ded at 1250 Connecticut Ave, NW, Ste 2(X), Washington, DC 2(x)36. TOTAL 38.0 psf ---ICAA CAM #1 LhSIGN Ltd---------------- .33 .51 .83 Dir L.Plf L.Lcc R.Plf R.Loc LLs/'IL , )3r FCRCE AXI, 13D CSI 7C Vert 56.0 0- 0- 0 56.0 36- 0- 0 .71 1 4271 .72 .26 .99 BC Vert 20.0 0- 0- 0 20.0 36- 0- 0 .00 .7jpe... Lbs X'Loc LLfIL 2 3290 .35 .62 .97 7C Vert 200.0 6- 7- 2 .53 3 3176 .34 .62 .96 4 3848 .65 .26 .91 4EB FUSE CSI VEB I= CSI 2-9 -662 .20 5-10 -834 .80 3-9 682 .32 5-11 516 .24 3-10 -567 .53 6-11 -417 .13 4-10 1121 .53 7•I4X rFFT Fr-' CV (span) ' 1,/985 IN I,E4 9-10 (10113) IF -.43" D= -.39" T= -.82" 200# = Joirit' Locatia s� 6-7-2 5 -75 -7 -rte 5-9-5 5-9-5 5-7-9 6-7-2 1 0- 0- 0 7 36- 0- 0 2 6- 7- 2 8 0- 0- 0 6-7-2 12-2-11 18-0-0 13-9-5 29-4-14 36-0-0 3 12- 2-11 9 9- 4-15 IB -II -11 113 -11 -II 4 18- 0- 0 10 18- 0- 0 1 2 3 'q 5 6 7 a 5 23- 9- 5 11 26- 7- 1 6 29- 4-14 12 36- 0- 0 0 -3.50 T 5-6-12 T _ 3 -Ii 0-3-12 3-5 8 9 9-49-415 9-4-15 8-7-1 t 18 -au 8-7-1 26-7-1 T 5-6-12 -8 I 511111 0-3-112 12 9-4-4� 36-0-0 7/27/98 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 1/8" = 11 1111(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Rend all notes on this sheet and give a Colq of It to the Erecting Contractor. TBF: 75.3 WO: H033 ® This design is for tut individual building component. It las been based on specifications provided by the component ntmufacturer and done in Chk t EP Cue termer Name: accordance with the current versions of 'I'I'I and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t BW #LC - 6 BEN SPARKS s `rified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain flat the lards utilized on TC Live 20.0 psf DurFacs L=1.25 P=1.25 H OM EW 00 D this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TRUSS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for I; eral to buckling length. This component shall not be in may environment that will cause the moisture TC Dead 8.0 pof Rep Mbr Bnd 1.00 ' suppmi of components members only reduce placed content of the wood exceed 19% :rad/or cause connector plate corrosion. Fabricate, handle, hist 11 and brace this truss in accordance with the following BC Live .0 ps f O.C. Spacing 2- 0- 0 Trurwal s •erenu - Crdnr..d" aa45 NonLpark Ur., Col" spring,, Co tu)van standards: "IROSCOM MANUAI. , by Traswal, 'QUALITY CUN,rROI. STANDARD FOR ME ['At, PLA'm CONNECTED WOOD'rRUSSIiS' - '11111.91 BC Dead 10.0 Design Spec UBC -94 (QST -nus), 'I IANDI.INII INSTALLING AND ISRACINO ME [-AL PLATF CONNECTED WOOD TRUSSES' - (11111-91) and SUMMARY paf SHEEN" by'IT1. The Truss Plate Institute (1111) is located at 5x3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper De -f. Ckitezia: W240 Tp5. 0 Version 03.20.98 Association (AFI'A) is hx::ded at 1250 Connecticut Ave, NW, Ste 2(X), Washington, DC 2(x)36. TOTAL 38.0 psf Leruacate oi' 4.,;otnpuance: xesiaenuai Liimate Lone 11. Project Title �y� 2-9/ BuildingPermit M Project Address ZSecked By/ ��% DucuureutAdoae AuLnor Telephone IJufutwnud Agcuty Use Only BUILDING DATA "--' Glass �� %, G �� North Condia r Area' .�-�-=- Number of Stories _� East Slab ed Fl \ Number of Units _(_ South H:� in a amily Detached*(SFD) (] Addition Alone West �• 5 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight (] Multi -Family (MF) (] Existing -Plus -Addition Total BUII,DING SHELL INSULATION Component Insulation LmHonXomments Type R -Value (attic, to garage, C2i=L etc.) Wall .............. R A? Wall .............. Roof ............. Roof ............. Floor ............. i Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sr) (single. double) (Zoller blind, etc.) (shadewreen, etc.) (yes/no) (Metal/wood) No tzh ( ) Dow,610 th -- East ( ) East ( ) • � „ EastSOULh ( ) Ir South ( ) West ( ) ,1 •f West ( ) Skyli ght....... 0 for THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) LOcatiort/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type Uumace, air • Efficiency . Location Duct, Output Manufacturer / Model # conditioner, hent pump) (SE, SEER•HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank' Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) �l C7 • SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTA Lawrife residertuat buildings subject to the Sbrtdanuis must cxuaim these meastaes regardlrs of the map;anoe approach used Items marked wrm an astetuk (') may be superseded by axe stringent compliants mqui cu=b fined on the Certificate c(Compliance. When dui checklist is incorporated into the permit docunwnts, the fcaturcs notedsAW . be considered by all parties as binding minimum component performance zpoarradons for the mandatary measures f whether they are shown dsewhcrt to the documents or on this checklist only. I nF.sritimoN nFt nun FNRVCVUFVr Buildint Envelope Measures 12.5352(a): Minimun ceding immiat;on R-19 weughted average. §2.5352fb): I oose rill insulation manufacturer': labeled R•value- 12.5352(ct Minimum wall insulation in framed walls R -I I weighted average (does not apply b estenor mass walls). 12.5352f1ek Slab edge insulation- water absorption rare no greater than 0.351x• *rater vapor transmwton rare no greater than 2.0 pemJtnc4 §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality Aandards_ Indk= type and form. §2.5352(M vapor barriers mandatary in Climate Zxtes 14 and 16 only. 12.5317: InfiloationiEsrltration controls a. Doors and willows between conditioned and unconditioned spaces designed to limit air leakage' b. Doors and windows certified e Doors and wu%dows watherunpped: ad joints and penungions caulked and scaled §2.5352(e). Special infiltration barrier installed to comply with §2-5351 mccu CFC quality standards. §2.5352(d): Installation o(Futplaccz 1. Masonry and factory -built futplaccs have a. Tight fitting• closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. too continuous homing gar pilots allowed HVAC and Plumbing system Measures 02-5352(8) and 2-5303: Space conditioning equipment sizing: attach eakulatiom §2.5352(h) and 2-5315: Setback themasm on all applicable heating systems. 12-5316(x): Ducts conwucted• installed and insulated per Chapter 10. 1976 UMC 12.5316(b): Eihausn sysu:ms have dampercontrols. §2.5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC cquipmcm• water heaters• sMwerheads and faucets certified by the CEC 12.5352(i): Water honer insuladon blanks (R-12 or greater) orcombined intrriorkatuior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Eaccption Ile Pipe insulation on steam and steam condensate nxum k recirculating piping. §2-531fl(dr S wimming Pool Hexing 1. System hast a. On/off switch on beater. b. Weatherproof inutuction plate on heater. - "- c. Plumbed to allow for solar. — --_ L 75 percent thermal efreeieney. 3. Pool cover. 4. Time clock. 5. Direetiorul water inleL Lightint and Appliance Measures §2.5352(17• Lighting - 25 Iumcnshrau or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a)- Refrigerators• tefrigeator-fresrers, freaers and fluorescent lump balluu certified by the CEC Indicate make and model number. CONOLIANCE STATEMENT 'This fors Rc= of compliance lists tlr. building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20,Cluiptcr 2. Subchajr-u 4. Article 1 of the California Administrative code. This mrtificate has been signed by the individual with overall design responsibility and the buWing owner, who shall retain a copy of it and transa2it the certificate to any subsequent purchaser of the building. Designer Name Titk�Furx Adders~ Tek -phone tic. /: (sisrtagtre) (date) Documentation Author Name Titk/Futw Address: Building Owner Name: Address: Tckpfwnc (signatum) (date) Enforcement Agency. Narne: Ac—r- Tr3'-Jv�n�- ' 1. Ceiling insulation -14 2. Wall Insulation Number of stories U -value R -value One Two Three R-0 -103 -49 32 R-19 -8 .-4 -2 - R30 .2 .1 .1 R38 0' 0 0 U -value -68 -51 34 0.50 -176 -84 -54 0,30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. US -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 2. Wall Insulation 39 -64 U -value %Glass Single- Single - East South .51 to .41 to Family Family Multi - single Double R -value Detached Attached Family less 50 R-0 -68 -51 34 -24 -10 R-11 0 0 0 37 -26 R-13 2 2 1 35 -75 - -19 -9 1 10 U -value ... - . -13 t-- _.�.----76 __ .- . 12 29 0.50 - .91 9999. �- 38 -46 3 5 0.30 -47 36 -24 -18 -10 0.10 0 0 0 27 -52 0.08 4 3 2 6 13 O.C6 9 7 5 _a -i 0.0414 it 7 -46 -14 0.02 19 14 10 14 24 - . 0.00 24 18 12 1 8 14 23 Raised Floor Insulation -11 -4 2 8 Insulatlonin Floor 22 37 -9 3 Number of stories 9 15 21 R -value One Two Three 4 10 R-0 -17 -8 -5 -6 0 R-11 -3 .2 .1 19 L R-19 0 0 0 11 16 -..18- .--.-26 9 -3 .. -2. _._.7 . Uwaius 5 17 -23 -1 1.60. -144 .70 -46 17 16 0.50 -120 -58 38 9 13 0.40 -95 -46 30 1 "r 0.30 -69 _U .22 14 -14 0.20 -1.3 -21 -14 14 18 0.10 -17 -8 -5. 8 11 0.08 -11 -6 -4 -9 6 0.06 -6 -3 .2 19 11 0.04 .1 0 0 13 16 0.02 4 2 1 9 11 0.00 10 5 3 9 -1 Controlled Ventilation Crawlspace 13 15 17 Number of stories 8 2 12 Rwalue One Two - Three 20 j R-0 -11 .7 -5 WS8 : R-5 -4 -4 3 2 1.1 R-11 .2 999 9 .2 .2 3 2 R-19 -1 -2 -2 45 -i 4. Slab (edge Insulation it .9 4.1 Solar 2 1 1 0 0 Number of Stories HWR -23 -12 R -value One Two Three 1.5 WS8 R-0 0 0 0 3 -5 R-5 8 5 2 _t 2_8 . R-7 8 6 3 None -8 F2 factor -3 .2 -2 59 0.90 d 3 •1 2 1 0.80 .1 .1 0 1 0 0.70 2 2 1 IE None 0.60 6 4 2 -8 -6 0.50 9 6 3 9 6 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48 39 -64 U -value %Glass Percent East South .51 to .41 to _31 to 0.30 or Glass single Double .60 .50 .40 less 50 -121 -53 39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 31 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 25 -49 -15 _a -i 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 -..18- .--.-26 9 -3 .. -2. _._.7 . ..12 :...16 5 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 -15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 . 19 11 3 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7::Shading (Shade Open) -Effective Percent class (percent glass x SC) Effec5ve -14 -48 39 -64 na %Glass North East South :West Skylight 18 5 1 4 1 na 16 ^:,4. . 2. ..5 .;. _....1 ,9_x99 , na 14 ' 4 2 5 1 na 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 _1 2 4 2 3 4 0 2 -3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 0 1 4 .1 -1 2 0 -1 -2 -4 .2 0 na - not allowed 10 4.0 3 6 a3. Shading (Shade Closed) Effective'Pereeat Glass (Percent glass x SC) Eaean. %Gla" North Essst South Went Skylight 18 -14 -48 39 -64 na i6 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 3 -29 -0 -37 na it -7 -26 36 33 na 10 -6 .23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 .30 4 -1 -6 3 -7 -23 3 0 -4 -5 -4 -16 2 1 .1 .2 -1 .9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not al'awed 9. Interior Thermal Mass Interior -5 Stab Floor Raised Floor (Nass Wap Family Family Stories Two +_ Masa Detached kwched Stories 0.00 0 0 rCFA One TwoThree 1 One Two Three 0.0 4 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 .2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 •1 1 3 4 4 1.3 3 0 2 3 4 5 1.5 3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 i5 10. Exterior Wall Thermal Mass -5 Exterior &Vle.. SiNle. .4 3 Wap Family Family Multi Two +_ Masa Detached kwched Fam4 0.00 0 0 0 (assumes ducts 0.20 3 2 1 Attached 0.40 5 4 3 12. Cooling System 0.60 a 6 4 Water 0.80 10 8 5 +6 to 1.00 13 10 7 :less 1.20 13 12 8' +15 1.40 12 13 9 •. 1.60 10 13 111-7.71.-, -6 1.80 10 12 12 �;•:: 200 10 11 13 (: : 11. Heating System 8.9 -5 SE or HSPF 3 -2 (assumes duets In attic) . .4 Sum of 1-6 -2 .2 -25 or -24 b -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1. 0.80 7.33- 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 Effective SE or HSPF 1ZO (SE or HSPF x duct efficiency) 13 11 Effective -2S or -24 to -14 b -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 175 -73 -64 -56 -47 -38 30 na 3.41 45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•:m -5 -4 .4 3 .2 SEER Two +_ 3 3 .: 2 2 (assumes ducts In attic) Single: -Family Detached and Attached Sim of 7-10 12. Cooling System ! Unit Size (sQ x or;)- = Water -2S or -14 In ►14 b -4 In +6 to 16 or SEER :less -15 1 -6 +5 +15 more 8.0 -14 -12 -10 3 -6 -4 8.5 -9 -7 -6 -5 -4 3 8.9 -5 .4 -4 3 -2 -2 s.0 .4 3 3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 d 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 1ZO 15 13 11 9 7 5 -1 20 17 14 12 9 6 .13.0 -18 i -9 -7 -6 WS8 Effed ive SEER -i6 -12 -10' (SEER xduct efflclency) POIJ -18 arc of 7-10 -9 -7 -6 Effective -25 or -24 b -1410 -4 b .. +6 b 16 or SEER lest •15 .6 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 -4 3 -2 .2 . 7.0 0 0 0- 0 0 0 8.0 9 8 6 5 4 3 i 9.0 16 14 12 9 7 5 10.0 " 22 19 16 13 10 7 11.0 26 23 19 15 12 8 120 30 26 22 IS 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Coolisr System Instaiied Stories One -5 -4 .4 3 .2 -2 Two +_ 3 3 .: 2 2 2 1 Single: -Family Detached and Attached HSPF (OS6/5.15] 12. Cooling System ! Unit Size (sQ x or;)- = Water Zonal Control? ( Y / N) ;199 '1200 1700 2200 2700 Heater t retfd or • b to to : or Type Type less1699 sl•bl 2199 2699 more SG None 0' r 0 0. 0 0 or Solar 12 ' a 6 5 4 - HP HWR 8 5 4 3 3 WS8 5 3 3 2 2 POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 45% Solar -1 .1 .1 0 0 So 1C HWR -18 -12 -9 -7 -6 WS8 -25 -i6 -12 -10' -8 POIJ -18 _712 -9 -7 -6 IG None -5 3 -2 -2 -2 Solar 7 5 •4 3 2 12s` POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 25 Solar 8 5 4. 3 3 4 POU -10 3 -5 -4 -3 10y. Muttl-Family (lndlvlduat units) 0.6 0.8 1 1.2 I Unit Size (sQ 1.6 Water 21 699 700 1200 1700 2200 Heater Credit or In to W* or Type TYPe lase _1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 52 WS8 9 A 3 2 2 1.1 POU 9 5 3 2 2 SE . None 45 -23 -15 it .9 4.1 Solar 2 1 1 0 0 5.6 HWR -23 -12 -8 -6 -5 1.5 WS8 .25 -13 -8 3 -5 3 _ POU _23 _t 2_8 . 3 -5 IG None -8 -4 -3 .2 -2 59 Solar 6 3 2 1 1 1.9 POU 1 0 0 0 0 IE None 30 15 -10 -8 -6 4.8 Solar 18 9 6 4 4 55% POU -8 . -4 .3 -2 -2 Interior Mass1CFA ..rrre r wwss Eztcrwr Wall Mass 11. Heating System o� x , •, Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.781 Effective SE or (0.7 HSPF (OS6/5.15] 12. Cooling System / x or;)- = -?. a_ Zonal Control? ( Y / N) SEER (9:5] Duct Efficiency (0.741 Effective SEER [7.031 13. Water Heating lt'�ron�••.rl SIC. T.lA .l�•1 Type (SG1 Coedit (nano] 4TYPE 1 MSS C • 4.2. 1 e: MM*t s� sl•bl 0% 5% 10% 5% 20% 2S% 30% 3S% 40% 45% 50% 55% 60% GA 70% 75% So 1C as% W% 95% icor. torr. 110% 11S% 120% 12s` 0% 0 " 0.4 0.6 0.8 1.1 1.1 1.5 1.7 1.9 21 23 25 27 29 12 '13 14 18 3.8 4 42 4.4 -4.6 4.6 5 53 10y. 02 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 IS Z7 29 11 15 17 4 4.2 l4 4.6 '18- 5 52 5.4 20% U 0.6 0.8 1 1.2 1.4 1.8 1.8 2 22 Z4 21 29 11 13 35 17 19 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.S U 49 1.1 1.4 1.6 1.8 2 22 24 26 Z8 3 32 15 17 32 4.1 4.3 4.5 4.7 4.9 5.l 5.3 5.6 58 40% 0.1 09 1.1 13 1.5 1.7 to 22 24 26 Z8 3 12 14 16 18 4 4.3 4.5 4.7 19 5.1 5.3 5.5 5.7 59 50% 0.9 1.1 U 15 1.7 1.9 21 2.3 2S 21 3 32 14 U 18 4 42 4.4 4.6 4.8 U 5.3 15 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 Z2 24 2.6 28 3 32 15 17 19 4.1 43 4.5 4.7 4.9 if 53 56 5.8 6 62 60% 1 12 1-4 1.7 1.9 21 23 2S 27 29 11 13 3.S It 4 42 4.4 4.6 4.8 ' 5 12 5.4 5.6 5.9 61 63 65% 1.1 13 1.3 1.1 1.9 22 Z4 26 Z8 3 3.2 14 36 3.3 4 4.3 4S 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 12 1.4 1.6 1.9 2 22 ZS 21 29 11 13 15 11 39 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 62 64 75% 1.3 15 1.1 1.9 21 23 25 27 3 12 14 15 SQ 4 42 4.4 4.6 4.8 , 5.1 5.3 IS 5.7 _5.9 .6.1 6.J 6.5 MY. 1.4 1.6 1.8 2 22 Z4 26 28 3 13 15 11 19 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S8 5.8 6 62 64 66 85% 1.4 1.7 1.9 21 23 25 27 29 3.1 3.3 3.5 18 4 4.2 4.4 4.6 4.8 5 52 54 5.6 59 6.1 63 6S 67 9079' 1.5 1.7 2 22 24 26 28 3 3.2 14 3.8 l8 li 4.3 4.5 4.7 4.9 S.1 53 . S.S S7 5.9 6.2 64 66 68 95% 1.6 - IA 2 22 2S 77 2.9 11 33 15 17 19 It 4.3 4.5 4.1 5 5.2 5.4 5.6 S8 6 6.2 6.4 6.7 6.9 100% 1.7 19 21 23 IS 28 3 12 3A 16 18 4 42 4.4 4,6 4.9 it 5.3 53 17 i9 6-1 5.3 6.5 6.1 7 105% 1.8 2 22 24 IS Z8 3 13 3.5 17 19 4.1 4.3 45 4.7 4.9 it 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 23 IS 27 Z9 11 13 3.6 3.8 4 4.2 4.4 l6 4.8 S S2 5.4 5.7 5.9 61 6.3 6.5 6.7 69 7.1 115% 2 22 24 26 28 3 3.2 14 3.5 18 4.1 4.3 4.5 4.7 4.9 it 13 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 1.2 120% 2 23 ZS 27 29 3.1 13 15 17 3.9 4.1 4.4 4.6 4.6 S 5.2 5-4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 23 25 2.8 3 12 14 16 3.8 4 4.2 4.4 4.6 49 5.1 i3 IS 17 5.9 6"1 Q3 61 6.1 7 7.2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor insulation 4. -Slab Edge Insulation 5. Infiltration 6. Glass Heat Lass Measures R-5 or R -value (381 U -value (0mol -2 1� or valR ue J 1 J U -value 10.0981 _�1 or R -value 1191 . U -value (0.037) or R -value 101 F2 factor (0.771 Standard Type (double] U -value IQ.bsI 9, Tool Giau 1161 y0 Su� 7. Shading (Shade Open) _ % Glass SC - Eff. 9ii Glass a. North x 77 _ /. kS 0_ b. East 7 x = 3 • GtiL c. South /. / _ x d. West 3 x = -r e. Skylight _� x = S. Shading (Shade CIosed) % G SC Eff. % Glass a. North a . x b. East (/. % x = 3.10 c. South x _ • 13 oZ d. West 3 • q x = a?. ✓ - e. Skylight Q_ x = 0 9. Interior Thermal Mass TYPE 1 AREA 1i InteriorN.sss1CFA COND. FLLOOOO R AREA 10. Exterior Wall Mass TYPE 2 MASS AREA COND. .eL OR .AREA a Sum 7.10 f3 Point Total: '� Eztcrwr Wall Mass 11. Heating System o� x , •, Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.781 Effective SE or (0.7 HSPF (OS6/5.15] 12. Cooling System / x or;)- = -?. a_ Zonal Control? ( Y / N) SEER (9:5] Duct Efficiency (0.741 Effective SEER [7.031 13. Water Heating S Ci ' Type (SG1 Coedit (nano] a Sum 7.10 f3 Point Total: '� Certificate of Compliance: Residential Climate Zone 11 Pro jecgTltle Building Permit M Project Address Checked By / Date DoeumentPtton Author Telerh^t±+ Enformcnent Agency Me Oidy BUILDING DATA : BUII,DING SHELL INSULATION Glass Area % Glass Component Insulation North Conditioned Floor Area Number of Stories East Slab/Raised Floor Number of .Units South [ ] Single Family Detached (SFD) [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) t i i Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the corer ianee approach used Items marked with an asterisk (•) may be superseded by more stringent compliance tequir ments listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted smu be considered by all parties as binding minimum component perfomunce specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIP110N DESIGNER ENFDRCEMEM Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. 02.5352(b): Loose fill insulation manufacturer's labeled R -Value. ° 12-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed 12.5352(c): Special infiltration barrier installed to comply with 62-5351 meeuCEC quality standards §2.5352(4): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermcwx on all applicable heating systems. ° §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 62.5316(b): Exhaust systems have dampercontrols. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined inte wlexterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return @ recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. OnJoff switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4• Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.53526): Lighting - 25 lumens(watt or greater for general lighting in kitchens and bathrooms. 52.5314(c): Gas fired appliances equipped with intermittent ignition devices. 42-5314(a): Refrigerators, refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the. building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapttlr2, Subchapter4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Nance: TitkJFimr Abdmss: Telephone lic. 0: (signature) i Documentation Author Nance: fTtk/Ftmt. �+! Adclmss: (date) Building Owner Narrtc TitkJFv,n: Address: Tck wnc (signature) (date) Enforcement Agency Name: Agcncr. Tcicomc : BUII,DING SHELL INSULATION Component Insulation Locatilom'Comments Type R -Value (amLe..to garage, r pical. etc.):' Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. - ,Floor ............. Slab Edge ..... GLAZING Shading Devices ,.„. Glaring Area G1assType Interior Exterior Overhang Framing Type + Orientation (SO (single. double) (Toner blind, etc.) (shadescmm etc.) (ye*o) (metal/wood) North ( ) . North ( ) -East ( ) r East ( ) South ( ) South ( ) - - West ( ) West ( ) ' Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile. etc.) (SO (inches) LOcatioryDescription (kitchen. bath. etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) t i i Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the corer ianee approach used Items marked with an asterisk (•) may be superseded by more stringent compliance tequir ments listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted smu be considered by all parties as binding minimum component perfomunce specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIP110N DESIGNER ENFDRCEMEM Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. 02.5352(b): Loose fill insulation manufacturer's labeled R -Value. ° 12-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed 12.5352(c): Special infiltration barrier installed to comply with 62-5351 meeuCEC quality standards §2.5352(4): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermcwx on all applicable heating systems. ° §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 62.5316(b): Exhaust systems have dampercontrols. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined inte wlexterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return @ recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. OnJoff switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4• Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.53526): Lighting - 25 lumens(watt or greater for general lighting in kitchens and bathrooms. 52.5314(c): Gas fired appliances equipped with intermittent ignition devices. 42-5314(a): Refrigerators, refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the. building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapttlr2, Subchapter4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Nance: TitkJFimr Abdmss: Telephone lic. 0: (signature) i Documentation Author Nance: fTtk/Ftmt. �+! Adclmss: (date) Building Owner Narrtc TitkJFv,n: Address: Tck wnc (signature) (date) Enforcement Agency Name: Agcncr. Tcicomc 1. Ceiling Insulation U -value 0.50 -176 Number of stories -54 R -value One Two Three R-0. -103 -49 . -02 , „R-19 -8 -4 -2 R-00 -2 -0 -1 R-38 0 0 0 U -value 0.50 -176 -84 -54 0.30 -102 -49 732 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation Exterior Slab Floor Insulation in -Flow Single- Single - Number of stories -46 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.06 -6 -3 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Exterior Slab Floor Insulation in -Flow ----.0.60 . -144 Number of stories -46 R -value One Two Three R-0 -17 -8 5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value Exterior Slab Floor Number of stories ----.0.60 . -144 -70 -46 0.50 -120 -58 -08 0.40 -95 -46 -W 0.30 -69 -34 -22 0.20 -13 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace Exterior Slab Floor Number of stories Raised Floor R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 .2 .2 -2 R-19 -1 .2 -2 4. Slab Edge Insulation 4 40 -90 Number of Stories ` R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 29 -58 -20 '0.90 -4 -3 -1 0.80 .1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) specification Points Slarderd 0 6. Glass Heat Loss Total Exterior Slab Floor Effective Percent Glass Raised Floor U -value East Percent .West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -07 -26 -14 -0 8 35 -75 -29 -19 .9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -0 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 43 -12 .5 1 8 14 23 40 -11 4 2 8 15 22 -37 -9 -0 3 9 15 21 -04 -7 -2 4 10 15 20 -01 -6 0 5 10 16 19 -29 4 1 6 11 16 18 -26 -0 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Glass (percent glass x SC) Effective Exterior Slab Floor Effective Percent Glass Raised Floor %Glass North East South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 -4 16. Shading (Shade Closed) Exterior Slab Floor Effective Percent Glass Raised Floor Mass (percent gtaa. x SQ Stories Detached Attached Family Stories 0 0 /CFA One %Gcdo lass North Etnt Stitch Woo Sky6pht 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -05 -50 -46 na 12 -8 .29 -40 -37 na 11 -7 -26 -06 -03 na 10 -6 -23 -01 -29 .74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21•. -56 7 -4 ' -14 -19 -18 -47 6 .3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 .1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 no - not allowed 3 7 8 10 9. Interior Thermal Mass Interior Exterior Slab Floor Raised Floor Mass Multi Stories Detached Attached Family Stories 0 0 /CFA One Two j %oe One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 -0 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 .1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 .12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 i 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Wall Family Family Multi Masa Detached Attached Family 0.00 0 0 0 1 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11.. . 1.80 10 12 12 200 10 11 13 11. Heating System 8.9 -5 SE or HSPF -3 -2 (assalmes ducts In attic) 9.0 Sum of 14 -3 .3 -2 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 . 9 7 Effective SE or HSPF 4 (SE or HSPF x duct efficiency) Effective -25 or' -24 to -1410 j to +6 In 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 47 -38 -30 na 3.41 45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 i 12. Cooling Syst.:m o i SEER -5 -4 -4 -3 -2 (assumes ducts In aide) 3 3 .. 2 Stm of 7-10 2 1 d. West -25 or -24 In 14 to -4 b +6 to 16 or SEER less -45 d +5 +15 more 8.0 -14 .12 .10 -8 -6 -4 . 8.5 -9 -7 -6 -5 d -3 8.9 -5 .4 -4 -3 -2 -2 9.0 -4 -3 .3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =- 120 15 13 11 9 7 5 . 13.0 20_ 17 14 12 9 6 SE None -37 -24 18 -15 .12 0.4 Effedive SEER -1 -1 -1 (SEER xduct etridency) 0 1.9 HWR Stan of 7-10 -12 -9 -7 Effective -25 or -24 to -1410 -410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 4 j 6.6 -5 4 4 -3 -2 .2 7.0 0 0 0 0 0 0 i 8.0 9 8 6 5 4 3 i 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed -Stories o One -5 -4 -4 -3 -2 -2 Two + 3 3 .. 2 2 2 1 d. West X i' e. Skylight x Single -Family Detached and Attached 9teriorj77ss/CFA COND. FLOOR Unit Size (sQ I TYPE I Water WINC b 4.2. ti99 12M 1700 2200 2700 Heater (kedit or • in to to . or Type Type loss 11699 2199 2699 more SG None 0` f 0 0.. 0 0 or Solar 12 " 8 6 5 4 HP -HWR 8 5 4 3 3 10% WSB 5 3 3 2 2 50% POU 8. 5 4 3 3 SE None -37 -24 18 -15 .12 0.4 Solar -1 -1 -1 0 0 1.9 HWR -18 -12 -9 -7 -6 9.4 WSB -25 -16 -12 -10 -8 4.8 POU -18 _-12 -9 -7 -6 n None -5 -3 -2 -2 -2 23 Solar 7 5 .4 3 2 3.7 POU .3 _ 2 1 1 1 IE None -28 -19 -14 -11 .9 1.2 Solar 8 5 4 3 3 27 POU -10 -6 -5 -4 -3 4.1 Muld-Family (Individual 4.5 units) S 5.2 5.4 56 It Unit Size (sQ 0.5 Water 0.9 699 . 700 1200 1700 2200 Heater Credit or b to to or Type Type less 1109 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4 WSB 9 4 3 2 2 5.5 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 3 Solar 2 1 1 0 0 4.4 HWR -23 -12 -8. -6 -5 5.9 WS8 -25 -13 -8 -6 .5 _P-QU 2 _23 -12 -8 -6 .5 IG None -8 -4 -3 .2 .2 - Solar 6 3 2 1 1 1 _ POU 1_ 0 0 0 0 IE None 2.S 2.7 -10 ---8 -6 3.3 Solar 18 9 6 4 4 4.8 POU -8 -4 .3 -2 -2 Interior Mass/CFA "M2PAS S o SC Eff. % Glass a. North x = b. East x = c. South x = d. West X = e. Skylight x t1.74u2MC•4.21 9. Interior Thermal Mass ` . TYPE 1 MASS AREA % 9teriorj77ss/CFA COND. FLOOR AREA I TYPE I MASS WINC b 4.2. ie: exposed slab) _ Exterior WaI1'Mass ND. FL 50 R AREA 11. Heating System x = Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or (0.72/6.6] HSPF [0.5615.15) 12. Cooling System x = Zonal Control? ( Y / N) SEER 19.51 ; Duct Efficiency (0.74] Effective SEER [7.03) Water Heating +13. Type ISG] Credit (none] 0% 5% 10% 15% 20% 2S% 30% 3S% 40% 4SY. 50% 55% ti0% 6SX 70% 75% 80% 85% 60% 95% 100% 105% 110Y. 115% 120% 125- 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 27 29 3.2 9.4 9.6 3.8 4 4.2 4.4 4.6 4.8 S 5.3 101/t, 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 12 21 23 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4. 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 27 29 3.1 9.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 S 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 39 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 50% 0.9 1.1 1.3 1S 1.7 1.9 21 23 23 27 3 32 9.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 23 2.S 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.5 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 701/. 1.2 1.4 1.6 1.8 2 2.2 25 21 2.9 3.1 .3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1S 1.7 1.9 21 23 2.5 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.8 4.8 5.1 5.3 S.5 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% - 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 WY. 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.8 38 4.1 4.3 4.5 4.7 4.9 5.1 53 S.5 5.7 5.9 8.2 6.4 6 6 6 6 95Y. 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100Y. 1.7 1.9 21 2.3 2.S 28 3 3.2 3.4 3.6 9.8 4 4.2 4.4 4.6 4.9 S.1 S.3 SS 5.7 5.9 6.1 U. 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 98 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 .2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 5 5.2 S.4 5.6 68 6 6.2 6.5 6.7 6.9 7.1 7;3 125% 21 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point system summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) or R -value 138] U -value [0.030] or R -value [I1) U -value [0.098] or R -value (19) U -value [0.037] Point Scores or R -value [01 F2 factor 10.771 Standard p Type (double] U -value [0:651 % Total Glass [ 16) Sum 6 % Glass SC Eff. % Glass a. North x = b. East x = C. South X = d. West x = e. Skylight x = 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North x = b. East x = c. South x = d. West X = e. Skylight x = 9. Interior Thermal Mass ` . TYPE 1 MASS AREA % 9teriorj77ss/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA = B _ Exterior WaI1'Mass ND. FL 50 R AREA 11. Heating System x = Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or (0.72/6.6] HSPF [0.5615.15) 12. Cooling System x = Zonal Control? ( Y / N) SEER 19.51 ; Duct Efficiency (0.74] Effective SEER [7.03) Water Heating +13. Type ISG] Credit (none] Point Total: Sum 7-10 0 wo Hit. t IV �IEu7 '("do in. nETPvL�,7en' 1444, 0 tj 110A9 ,� tt -j'Pgg AT 12 , �. 51vE r - - 4�+r g -r (wT, a1,14 141504 x,14 W04 G4 IVi2 v om Y04T a OL41b Nth T -t Afl++ (Woa) r 1A I r for v�o v_9 � 444owb. I've- tip/t yIt =iz', neo 5a0v= M1NaTE: #-A>~i frL38 ;y 1p"orhip thtu Be to Aocordance with Recognized bo"d Practices elid `3f a. Quality Prescribed for tha Specifted use in the Uniform Building, Plumbing & Mechsmibm• �;tud t ho lYWonitl Elerctrtcxl lode. Wid e k©pt on thejob at n Aeciticfstiona. NFTJI + be M:"' -k"4 a�> ccaar -cs times and it is tzniav-fu, to ktroritten 8, , Gs or. ait; ratiyr,.g On Same without �' . Ccs � �fl m the ' est Of �'ubiia -view -IZ�M414, (s*PS*f-) 1v V. vqor� T111 SIDINA dd WDS 1 N ALL STRUCTURES AND EQUIPMENT INOLUDIN6 OVERHANGS SHALL BE CLEAR OF ALL 1=ASEMENITS A Ste' :BAC4< OF /0 FT. FROM THE SIDE AND la SFT. FROM THE REAR PROPERTY LINES AND FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG. 24'41 come. 9001 Ow (5 lb ri" - Np,�l►,�c,= Sd � �� �o�E f �lal, �nl "to -418'-� I-& C4��12 oiler � g `PC MP -( A4 0 %olotg fw.r) 1 Y-.00 de5 nom- , )e0w e 10 owe' L) 4.r 5 ort-0JIwu:) ap , IS el 4P to 510- G8q-0#/2 4fA"� cliar. 4&1- 0'-7e)zt "*afj-� C,�tby-3n� Bu Ile C'Qut4FEW A P , 1(1,a 3 r " •.:. :. t-'.._.� � _.,.; .� .. �.._. �.. .. .. •..+:t. ,n a. . nR M.:h. Iwl. JIM ,. .. � ,a.. _ wt Uak", Hyl l,n.M •X II 1. 9 _ " 1 lUH9EFi ggPEC IFICATI4N4 ao C�°�g3 oecarn'zt• orq wore■ " A ands ., t °P C AL PATE' oa7 T2 DN N° CN�gJ TDP herd 2x 4 s2 Ht M�FIR ,�yar '��� w'; .! t o °� i�D� g„� gogr.,n0 io?ot :ID�►r ■ tsn� r. �lsnl AI+OLE unit nm L s .". ^. Ani- _ Bo7c chord 2tt d '03 HEM - f=2F' { "dos! es } ao N it N a "g 3 «tt�rC'� Ps A■yue2PC sn' obRa+ rn°ro : v:or°+ i '.. 7,n ZL]YE' LOAp f]�FI. 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