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HomeMy WebLinkAbout079-120-03200-2557 BRODERSON, RICKY & ALL P7 110 LOMA VISTA• OROVILLFC�l���? CONM BET TER BUILDERS 9 NEW SINGLE FAMILY ATT. GARAGE 01-284$ :P�� I I10 LOMA VISTA, OIt ILLts WOODSTOVE 0. 1�.U� nbp w o �01Cin' "'.1% 7.1. , :- 1 ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT • ASSESSOR PARCEL NUMBER o ZONING BUILDING PERMIT OWNER �(� •,J UL JUL TELEPM53 ONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 110 LLM VISTA, owynIF, CA 95966 _7E7 CONE I=,,R` LNAME NE CONTRACTORS MAILING ADDRESS J ill CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ! Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS s Plan Checking Fee $ BUILDING ADDRESS no %OMA VISTA Energy Plan Checking Fee $ C M $ PERMIT FEE $ •00 LOT NO. SUBDIVISIONS IONS NAME PARCEL MAP j PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE' SF 17• Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK r New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other b Describe Work: W%M Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 "OOV OR UE Main Service 200.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: [3-1, as owner of the property, or my employees with wages as their sole compensation, " will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO lOooA 46.00 NEw CONST. DWELLMIO Occup. ORADDNS ( 3.52F°; MU ICOuUTLEr r,DN RSID, @7.50 POWER APP.RATUS s SINGLE ovrLEr cIR. Ex. Occup. OUTLET OR FIXTURES 20 ®I'0O BAL @ .SO Ex. Occup. oFlxLInFrs AEs OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑'-I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ,with those provisions. X l I %' l L ' ^`� Date Signature of Applicant - ❑-Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. ---By Mobile Home Installation Fee 1$ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 55.00 HAZ. D. FEES IMP PLOGD CDF 7.- PARCEL T PD HD ISSUE Vworkers' This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have ' l 1 I (_ 111 �� l� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. i t J� /r Date f// . / t l -Ir (Date) Receipt No. .b 547" WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE MIT NO. APPLICATION AND PERMIT al�4 ASSESSOR PARCEL NUMBER 0-36-610-032 ZONING A—R BUILDING PERMIT OWNER JILL BRODERSON TELEPHONE 538-8060 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 110 LOMA VISTA OROVILLE CA 95966 CONTRJ1� E TELEPHONE CONTRACTORS((O�,jMMAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1 500 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 110 LOM VISTA ORO Energy Plan Checking Fee $ $ PERMIT FEE $ 55,00 LAT No. SUBONIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ]1 Describe Work: WOODSTOVE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w► @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service "..voR 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �of one hundred dollars ($100) or less.) ice 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' com ensation provisions of section 3700 of the Labor Code, I shall forthwith cc ly lth those provisions. X /j�� Date 2 (V� 0 Signat re of plicant - 95 --owner ❑Contractor ❑Agent An OSK . lt is required for excavatio " deep and demolition or constructionof structures over 3 stories in hei Mein Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3,5,So. OR ADDNS. ( & ACC. SLDS. FT. = RESID MULTI.OUTLET 97,50 OWER APPARATUS a SINGLE CUT. CiR. Ex. Occup. OUTLET OR FIXTURES BAL °' 0 Ex. Occup. ° ETS RSD.°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 = PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 55.00 HAZ. D FEES IMP CDF PARCEL PD HD ISSU This permit is hereby Issued under of the Butte County Code and/or whi fees have Indic d Rt"Dat- By ' PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / (Mare) ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASS R PINK-INSP CTOR GOLDENROO•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) PERMIT No. APPLICATIONAND PERMIT ASSESSOR PARCEL NUMSM ZOMINo BUILDING PERMIT OWNER '—��• C �e SO. FT. OCC. BUILDING VALUATION OWNER M'FUN9ADD*SS wnMc;vRs -U-0 AD.F. S 000V OR LESS 200 1.00 Ex. Occup. CONSTRUCTION LENDER 23.00 Main Service 200A TO towA LENDER'S �� s ADOREss NEW CONST. OR ADDNS. DWELLING OCCUP. 23.00 Mobile Home Fire lace 3.5¢x: NON-RESID. ( ARCNRECT OR ENfiINEER LICENSE Total Valuation S�� Misc. Wiring No. ARCNfTECr OR ENWNEEA9 NAl1N0 ADDRESS Filing Fee S 20.00 Permit Fee S -- -SUADNO ADDRESS—Plan CheckingFee >b . t 1 IEnergy Plan Checking Fee S S SOT No BUSMISIONBNAME PARCEL MAP PERMIT FEE _ PLUMBING PERMIT Fi ing Fee 20.00 USEOFSTRUCTURE Each Trn 7.00 SF O Duplex ❑ Mobilehome ❑ Other Solar or heat um water heater 23.00 9PEcsv Water Di in 15.00 TYPE OF WORK Each gas water heeler or vent 15.00 New O Addition ❑ Remodel ❑ Utilities In Aetion O Gas i in stem 1 -5 outlets 15.00 _� Describe Work: Building sewer 15.00 Mobile Home S G W Q20.00 *PERMXT FEE PAIp SRA •. SHERIFF OTHER AMOUNT RECEIVED kA -76 *P-EXE3" WAAM ...... � 1 )4, �� " TO 96 PllT INTO COMPVI'ER PERMIT FEE I t ELECTRICAL PERMIT Filing Fee 20.00 Main Service 000V OR LESS 200 1.00 Ex. Occup. 70QA OR LESS 23.00 Main Service 200A TO towA 48.00 NEW CONST. OR ADDNS. DWELLING OCCUP. 23.00 Mobile Home A ACC. gLDS. 3.5¢x: NON-RESID. ( MULTI -OUTLET AANcm cinci us 97.50 CX. VCCU . OUTLET OR F0MJAES 200 1.00 Ex. Occup. FIXED )EA nAL .SO 5.00 Tem ornr Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ MECHANICAL PERMIT Filing Fee 20.00 Heatin Coolin Hood 8.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee S occ coNsr. nvE TOTAL EE _ — 1 0. FEES I IMP I W#00 I CDf I pARCEL I PD NO ISSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON rh A OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this 7cation is received. personally plan to provide the major labor and materials for construction of the proposed roperty improvement : YES NO C32. VE -HAVE NOT ❑ signed an application for building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the' following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK S ROPERTYOWNER• LP NOTE: This Owner -Builder Verification is required by Section 19831 -and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit, has been submitted in your name listing yourself as the builder of properly improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including *state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to!be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19810 of the California Health and Safety Code- OVER oda OVER NOTES r RESIDENTIAL PERMIT NO. ___,_036-610-032 __ . _ 00-2557...,._...,., BRODERSON, RICKY & JILL F 110 LOMA VISTA, OROVILLE CONTR: BETTER BUILDERS NEW SINGLE FAMILY ATT. GARAGE R f x I � f 6 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY A Address - GAS Meter By Date ELECTRIC Meter By Dat JOB FINALED (Date . Signature a r: rt t 6 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY A Address - GAS Meter By Date ELECTRIC Meter By Dat JOB FINALED (Date . Signature a V = OK Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 0 = Not OK Access & Ventilation - = Not Applicable RESIDENTIAL (; •,rr Not -Ready Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection edroom Exiting Date U derfloor (Plans) OK except #'s Date Zoni ng -Setbacks- Easements -Flood -Slope Date g_Main; Soils-Elec. Grnd.-J1 C Ftg. Depth 17 fialowwl tg., Garage; Soils-Steel-Ele : Grnd.-/ /" Ftg. Depth 4. Porches & Decks; Soils -Steel-/ /" Ftg. Depth ,F.ttg., I . temwalls, Main; Steel-Blockouts-Wrapped 'r terqwaIIs, Garage; Steel-Blockouts-Wrapped chors old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation �( Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection edroom Exiting Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17 fialowwl W r Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection . D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 01 a� r ( chors t 75.06.C. Duct in Garage -Damper Date D Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MF.EHANICAL (Permit) OK except #'s A. . Ducts Insulation & Support Vent Fan, Exhaust above insulation Cgodensate Drain & Overflow, Size & Grade Fur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet LIT -Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ! FRAMING (Permit) OK except #'s r Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound I�earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 4. 're Stops, Furred Ceilinqs-Stairs-Chasers-Tubs 19K Headers & Beams -Size & Bearina jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors j 47 Wig, Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. Fir a Ties or Type A Flue -Fireplace Throat Clearance A ' cess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdr Windows or Exiting Doors -Sill Ht. & Dimensions C,%�GaWge Fire Protection Framing Pr y Line Firewall & Openings AI -Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits St 7s; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood o oof Overhang -Attic Vents -Rafter Outriggers eer S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic r59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels >.-Walls-Ceilings 62. Infiltration -Walls -Windows Date) /? Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Z FINAL (Plans) OK except #'s ()V. xt. Steps -Door & Sidelight Protection -Landings C tWAmoke Detector �( Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection edroom Exiting Ct V.A.F.I. & Bath Fixtures & Tub Access -Spa t W. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Vlec. Outlets at Wood Panel, Int. & Ext. ait. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 01 a� r ( lec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure t 75.06.C. Duct in Garage -Damper . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor -Meeh. Protection 77. b., Elec. & Mech. Equip. Listed for Location r r lec. Receptacles in Garage (F.F.I.)-Romer. Protection (Cr I.J I/. Insulation -Foam -Looked in Attic 80. Xard Rails & Deck Construction -Post Caps t 4. W Fdn. VBents & Crawl Hole Door Drainaqe & Wood -Earth Clearance Looked under Floor ❑ Yes -, 82. Following Instld./Drive 0 Yes J NoMalks J Yes Z1 No/Planters C) Yes J No Brown -Finish i t a . 9+f 4.C. Unit Disconnect, Electrical -Plumbing C t ' . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 1- ( 86. Water Well, Disconnect, Electrical, Plumbing C ( Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. V tilation Throughout House agoovss Protection goo"corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 9?j Water Sewer Connected -C/O to Grade -HD pproval 4115_126'rgy Compliance Certificate -Other Certifica , 4. Address Posted r --r Date Card B-1 Date Card B-1 Date S �j p Card B-1"Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK - 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance 8 Disconnect Health Department Approval 8. Utility Clearance 11. Light Niche 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 Tdst-Demand-Valve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License 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 -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK exce ' #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE j6r6y-1' r.s CSCE- .2'SS :z OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 / / I/ I / 1P A COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r3t-:1/1 _ co -z-5-9 7 OWNER PERMIT NO. `• Arou ne4aspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thi&office immediately. MW 7AW-Fr 11100lsllr UA MAW- AM Date' f C O Inspector REV 10/92 1 COUNTY OF BUTTE BUILDING DIVISION y DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r a a 6C d % — 2-�<5-7 OWNER PERMIT NO. A routine inspedtion indicates that,the following violations of butte county Ordinances exist at the above add r s and should be"orrected. Please notice this office when correction of work is complete If you have a}y questions pertaining to this matter, or need additional explanation, Please ontact this offio6 immediately. t An kfa, ' , z t d1 �✓ j( Date Inspector REV 10/92 COUNTY OF BUTTEI BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Its 67--- 1611ATI,11114 1 Zs "r7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and should be corrected. Please notice this office when correction of work is +� completed. If you have any questions pertaining to this matter, or need additional explanation, 3 please contact this office immediately. REV 10/92 Inspector = 1. r n >im ay�x a WHA Li 0 72 7 Ef LL L — " p r: (, .- — • is O O i O C: = "p c r..ci C O 7 C C 7 C C 1 O > H U a_ yh' coo p c a ][ coqq I �� > � ,ICL 0 j 7— C o 7,OI I I TO, F Lr 0` O � rl _ c' L Y 1 -- C C C C 1. — U OCC -c c -UG 9Zt `w I �'o C - GlJ4� i CL"w I O` i V C ~) L oEC ;V c,v � I •'' C � .. Wl c o co I c c C rn2I C = r: = p •7 0 7 O C aC C S. T I J iii 0 4 : LL J �' C .71 I I L O ^ > a C ., c cp— 8 [ -�c o _C p c ? I `\.,\)TE OF TIMA. O_ A a A iTc C � W 1 CER IFICATE OF CONFORMANCE 1HE UNDERSIGNED MANUFACTURER HEREBY CERT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance ,with applicable provisions of American National Standard ANSI/AITC A190.1-19834w�ss'irome 'I d' Laminated Timber, and that `such manufacture has been at our plant in wl SSW4%'e , which plant has a quality control system approved by the Inspection Bureau of the -AMERICAN. INSTITUTE Of TJ'-MBER-CONSTRUCTION and inspected periodically by such Bureau. ; The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: Reddim, CA' CUSTOMER'S ORDER NO. P M6748 DATE 12-44-87MFGR'S OROER:NQ 3264 A , 24F -V4, WP Glue, Ind. App., Load -Wrap SIGNATUR E_,,f gni � a�K COMPANY American Laminators, illi• TITLE. Duality Control ADDRESS/ POB 99, SW1"h6r1e2 OR DATE '. 12hZ2t`o7 r, A ITC HEREB Y CER T/F/ES : 'that the sad company at its saidk lants is licensed by the AMERICAN INSTITUTE OF TIMBEWCPNSTRUCTION to use the A1TC.Collectiy;e Mark respect of productswhich.comply with applicable provisions of said. Standard, that the -adequacy of the quality. control system .in effect at said plantis. peri6d�c pily msp cted and verified by the lnspection'Bureau of the: AMERICAN, INSTITUTE OF TIMBER' CONSTR`UC'fiION� and that; in`the Ludment of AITC, said company is'. -capable of complying,With applicable manufacturing aindtestmg-{�rovisions, of -jai' . Standard in respect of productsmanufactured at said plant: Conformance viwith the Standard, in respect of anyaspecificor particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said -company" is qualified to. produce a product meeting the said Standard and that its plant is periodically inspected- and :verifiedbythe AITC I:nspection'Bureau, F. AITC Certificate No. .43072 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIV.�� ��E� 2a19�1 0 1983 AMERICAN INSTITUTE OF TIMWER CONSTRUCTION' FROM LOERKE INSULATION CO -INC. FA: h10. 53Ei8S18560 may. 10 2001 12: 00PM P1 LOERKE INSULATION CO.. INC. INSULATION CERTIFICATE 110 Loma Vista - _ Number and Street-.. Oroville .. City Butte ..Cot Numbe.L = DESCRIPTION OF INSTALLATION -� 1. ROOF Material- _. _- _ _ _ _ Thickness (inches) Brand Name _ _ _ _ Thermal Resistance (R -Value) _ -2.-CEILING _ - Batt or Blanket Type. F�berglasg�gatt�. Brand Name Johns Manville Thickness (inches)_. ._. Thermal Resistance (R -Value) Loose Fill Type Fiberglass _ Brand Name Johns Manville Contractor/s min. installed weight/ft sq.. 0.659 Ib_ Minimum Thickness 1625 Manufacturer's installed weight per inches. g p square foot to achieve Thermal Resistance (R Value) R-38, 3. EXTERIOR WALL Material -Fiberglass &as. ___ , Brand Name _..J.gbnsMaaxilye Thickness (inches)_ 6.5/3.5 _ Thermal Resistance (R -Value) _R19/R13 4_ RAISED FLOOR Material _Eibergiass.Batta--- .., Brand Name—tohn-s- ManviJ.lg_ Thickness (inches)_ _ Thermal Resistance (R -Value) 5_ SLAB FLOOR / PERIMETER Material— _ Brand Name Thickness _ _ _ Thermal Resistance (R -Valued Perimeter Insulation Depth (inches - - 6_ FOUNDATION WALL Material _ Brand Name Thickness (inches). Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in, the building at the above IocaGon in conformance with the current Engrgy Efficiency Standards for residential buildings (Title 24,Part 6, California Code Regulations) indicated as on the Certificate of compliance, of where applicable- C_L.#499150 teem -Signature, Date . 1 e� m #s Signature; rate - - Item #s Signature, -Date r LOERKE INSULATION CO_, INC. install n9 Subcontractor�o. Name) Or General Contractor (Co. Name) Or Owner stalling Subcontracto�7Co�Name Or. — General Contractor (Co. Mame) Or Owner ._ n( s'ta iri Sco ubntractor (Co: Name Or General Contractor (Co. Name) Or Owner _� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. �A571 RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-610-032 ZONING Ar BUILDING PERMIT OWNER 3R ODERSON RICKY & J TELEPHONE - SO. FT. OCC. BUILDING VALUATION R 100440 ---18-6-0 - OWNERS MAILING ADDRESS 15 YACTriT Cr. OROV ILLE Q, 6 760 U 13680 DDNTR�CTOpS HA�irtE BUILDERS TELEPHONE 589 2574 168 COV 2184 CONTRACjT�ORRS1 MMAIIIUNG ADDRESS 5263 ROYAL OAKS OROVILLE CA 95966 CONSTRUCTION LENDER [Fireplace A 1500 LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 702.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 110 LOMA VISTA OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ IAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 1X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56 no Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nr�f�1 Si�1GT.F. FAl`1TT.Y n X 17 C-ov.�� nnrrh 11X 6 covered groch Gas piping system t - 5 outlets 15.00 1 nn Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 136-00 ATTACHED GAWE 840 SQ FT. ELECTRICAL PERMIT Fling Fee 20.00 LE::LESS 800VMain Service 20.A oR LE 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.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING Occup. OR ADDNS. ( & AGC. BMS. 3 5¢sD. FT. 91 -6n NONRE ID. T.MU T., CI CUTITS @7,50 OWERAP= PSINGOUTLET CIR. Ex. Occup.OUTLET oRFaTUREs 20�'�0° BAL @ ,50 ED Ex. Occup. OuxTrs .E�s,D °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ��om4�ensation insurance carrier and policy number are: Carrier C 0 6 g,e- «�' n, MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 81.00 Policy Number S6 A-7�S 60 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �s ___ Date /� (� ' Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 �;3 01,53 CONST PE 1 I TOTAL FEE $ 1599.73 HAZ 1 D FE IMP FlAOD� t/ D PAfjpEL H t/ ISs This permit is hereby issued under of the utte County ode and/or Indic e b e for ich fees have By EXPIRES ON the applicable provisions Resolutions to do work been paid. ` ate I 11 —15, O0 Date Receipt No. 308821 , aPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT u1. � h .• .,...rte. %� ,.. �/� - � �:�� TYOF BUTTE -DEPARTMENT OFA EE • PMENT SERVICES - BUIt9iNG DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 - PERMIT APPLICATION DATA SHEET rte' OWNER: f3/•Q�%/��(�i% ASSESSOR PARCEL NUMBER Proposed Building Use: ILEAU Building Inspector: G% Date: At time of permit application, I was advised the followu data must be submitted prior to permit processing and/or issuance: #77?W 1e D �2�&t� - Gf D v er Date Received By O 1. All items have been submitted -------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ �) Complete plans, 3/4 sets, signed by the preparer of plans. -------------` ` ---------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans.P-gink_ hg must be shoe / f -----e {Engineered truss details and layout in duplicate (requrr to plan review) No faxes! ------------------ , (/ Energy Design Compliance and supporting documentation. ------------------------------- ------------------ ='-v! J 47'?- atement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- azardous Material Fonm.------------------------------------- ---- - - --------------------------anufactured Home data aninst llation instructions including Tie-Drxnt ��ific tr .----- ----eesof$----------------------------�...,.,.� c ,.,.......t,...... ,._ �t.. _..__,.•.a ,._L_.,.-,_ �n D! Nls✓i �� (1 R �-S .� ❑ 13- Flood elevation certificate. ------- 1�1'14. Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. -- Health Department. GAJ - S� �-------------------------- ( ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage` egal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- 0 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy numberr. ------------------------------------------------------------- ❑23. Owner-Builde V' + 'on�(ri to owner ❑, 4a7ecj tiowner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- �W25. 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. ❑433 A, 13 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (Date) 030. Other: ______- nen you issuthe p� �s as follows ❑ Mail to owner, ❑Marto contractor. Telephone and hold for pickup atooe, office. ❑ De 'ver ith inspector. A511-15 S tZ l/GT : licZ!:�� f _1 , l ,� %ZDV!�1/✓ ///8 20Oetplrtment, APP J Date: � Copy of Haz-Mat form sent ❑ Health Depaaiiinernt, ❑ Fire ❑ Air Pollutioa—, J Date.' K By:,/ % Copy of plans sent ❑ Health Department, ❑ Fire Departmen , ❑ er: Date: 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 Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w advised of the above required by ❑ phone, ❑ mail, ❑ Buildin Division ter, by Date: Plans reviewed by: Date: Q ' - Plans approved by: /7 Date: / �OZ) Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division.I —Ili — , . • Fy. ; 1. -. _ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER t7_// r/1 P POSED BUILDING USE CL�u 1. BUILDING PERMIT FEES -- Balance Due ................ $ 3 -- Additional Fees Due ........... $ A. P. # DATE RECEIPT #. DATE REC -- Additional Fees Due ........... $ i -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) -TO 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6e7.'SRA THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) FIRE INSPECTIONAND PLAN CHECK 9.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLIC DATE 110 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) CI r--,. i..;s; ter:•.;;, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District UiC.-�j%�l�yG Building Department No, A.P. Number ~�(; Jurisdiction: City County Property Owner Oz (/�� Property Location/Address Subdivision Residential Development �t Commercial/Industrial Lot No. 0 New 0 Addition moor runs reviewea ov scnooi uistnct Sq. Footage (Including Exterior Roofed Areas) Date District IdentifiiJcaton No. n - 1 4 School District certifies that 4 (Applicant) 1/0 (Street Address) (Phone Number) �Q ,-� b ��4 9�t-� 6�; (City) has complied with the requirements of Resolution No. representing /4�&() square feet. School D(stridt Representati Paid by Check ar/po Remarks: (State) (Zip by payment of $ , c�3!) �.3, U O FA Bi 2926 $ FULL MITIGATION $ 11 -IS --06 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm .................................................................................................................. Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # .................................................................................................................. *(No foundation inspection): 0 New 0 Addition moor runs reviewea ov scnooi uistnct Sq. Footage (Including Exterior Roofed Areas) Date District IdentifiiJcaton No. n - 1 4 School District certifies that 4 (Applicant) 1/0 (Street Address) (Phone Number) �Q ,-� b ��4 9�t-� 6�; (City) has complied with the requirements of Resolution No. representing /4�&() square feet. School D(stridt Representati Paid by Check ar/po Remarks: (State) (Zip by payment of $ , c�3!) �.3, U O FA Bi 2926 $ FULL MITIGATION $ 11 -IS --06 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: &�,o atel r-^� Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: —0 3 Z GENERAL: seZoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. ecorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or strictures. Grading, fills and/or drainage. Flood hazard Special conditiori4 onParcel Map: Noise ❑ SRAan Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid RoutorFederal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) OOR PLAN: laps and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments ,may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space &/223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 T� Water closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.1,1.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,3! Clerestory requiring balloon framing and/or engineering. ,tt! Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor constriction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ireplace construction details and calculations if necessary. arage door header size(s). Porch header size(s). Typical header size(s). Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design. 5. Gypsum wallboard nailing inspection required. LW If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total i net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 1' Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Jirway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). ardrails (Uniform Building Code section 509). ck or stone veneer (Uniform Building Code section 1403). terior plaster — weep screeds (Uniform Building Code section2506.5). of pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). am insulation — protection. " halls and stairways (Uniform Building Code section 1004.3.3.2). o exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). tic access and:ventilation (Uniform Building Code section 1505). und requirements. ergy design compliance and supporting documentation. F responsible area requirements. BTSRA.ING PERMIT REQUIREMENTS: 1. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. v Page 2 of 2 t,, �L v 2C� MICHAEL MOONE Y 5AM, DRowEArE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County October 11, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss.calculations Jill Broderson/Better Builders I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney - My license expires 9-30-01 November 7, 2000 w tepartment of Develo ment Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Jill and Ricky Broderson 15 Yacht Court Oroville, CA 95966 Re: Building Permit Number: 00-2557 Assessor's Parcel Number: 036-610-032 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: c 1. Provide 533 Ib. uplift connection for truss 64 as required by the truss manufacturer. l- 2. Provide shear transfer details showing roof diaphragm connections to the interior shear walls. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Mooney, P.E. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. b this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ` ASSESSORS PARCEL NUMBER PERMIT NUMBER (D G- � C) C0 -ez's-S7 I RESPONSEOR PLAN CHECK LETTER DATED: W kr-L [CRS pt'v'U &' 7 PLAN CHECK ITEM # RESPONSE BY: aa � LOCATION ON PLANS/CALCS: COMMENTS: ie -'En u 1. ce;;5 R--( Frmwu%%o u1 C. ITL4`fit�I 2. a r� ► crrJ 1� e.�n,cnv' ? 2n},�n ' 2(c,_t j r Co kkj&a PLAN CHECK ITEM # Cz) RESPONSE BY: C 0'k-Gv lfls 't LOCATION ON PLANS/CALCS: COMMENTS:1 • L.,lNc ITL4`fit�I 2. a r� ► crrJ 1� e.�n,cnv' ? 2n},�n ' 2(c,_t j r Co kkj&a PLAN CHECK ITEM # PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # COMMENTS: RESPONSE BY: RESPONSE BY: E LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: TION ON P MICHAEL M0ONE Y 5AM.4DRo,%EAiE. CIVIL ENGINEER OROviLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County October 11, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA.959.65 Re: Truss calculations Jill Broderson/Better Builders I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 00-09-120 Job Name - Broderson/Better Builders Date 10/11/2000 Analysis UBC 1997 Dead Loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 Wall ` (Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 Floor Slab 50.0 Page I� Live loads 15 psf. 0 16 psf. 16 psf. e 40.0 e Wind Loads P = Ce. Cq q I where Exposure B s Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall. 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. ' %®- 0 S 7 LDING DEPARTMGK i/17ldo / -// /,=iL6-::- Go/�s- )4G J.3 (c) jr LC - = ------:- _-T— -- - - --��-�- IF ` IFI Z U d QL OOOV isio -AZL)l �ZZOXre2 -�EL 2aAis �r�1�7 -,)m n UVI C�Mm @ �f ", J, _awinl-wl Fw, . � (o) 2- PT�qj' GW/ & PG*q--L51 M%0-9 .-A lg� 10 --- V/CTIC7X-PT/S -- 6J 0 A � C'��s����� `��� Site C, ►;� � = ��_ZC ��I�l�� O�wl� 6 Luza m��. OD A-tj mor��, Luve- (D As-5w� s=--nao-c 4- -) Lf�'2 _C (C �a� �� 4, e2 �- CD hmve,-�6 Q"sf—1 -7C,-2R( -:E:I- n,oar t4 u U09, OIL LsAllo%�+� Y 7a, x�,,71K(Cc� 63 f 7 UD thbO OU d 4MO u21 AxlAsi-i�-v' k�aw-e se�-aor_ V - LT U/; -,o tvlqwl, 124,(Ot 69 - OJ -:- 22 V 6L� �- � 9-0 LQ1 �- + 4!f) �(2-� ---G LqGt 1,41 (Q�Ta) 6j)u 67J 0 1 A -P kk,-vt, IW', 116to io allb; t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R --------------------- Project Title.......... ---------------- BRODERSN RESIDENCE ------------ Date..10/26/00 14:02:11 Project Address........ 110 LOMA VISTA AVE ******* ------------------- OROVILLE CA *v5.10* ��0'o�56% Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction r-,�q"6 (d -0-/ 5263 Royal Oaks Dr. Plan Check /'Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------- MICROPAS5 v5.10 - - File-BRO Wth-CTZ12S92 ------------ Program -FORM CF -1R User#-MP2019 User -Better Builders Construct ------------------------------------------------------------------------------- Run-BRODERSON RESIDENCE GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1860 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Slab On Grade 10.9 0 of floor area 0.65 Btu/hr-sf-F 0.4 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-30 R-0 R-30 0.035 Attic Door None R-0 R-0 R-0 0.330 Solid Wood FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- --- ------ ----------------------------------- ----- Window Front (W) 20.0/0.650 0.400 Standard Standard None Window Front (W) 5.0 0.650 0.400 Standard S %Ar a'• None Window Front (W) 5.0 0.650 0.400 Standard None Window Front (W) 20.0 .650 0.400 Standard V r KV None Window Right (S) 4.0 0.650 0.400 Standa� tan rt None Window Right (S) 6.0 0.650 0.400 Standar +� nrd None Window Left (N) 16.0 10.650 0.400 St Standard None Window Back (E) 20.0/0.650 0.400 StanPa% Standard None Door Back (E) 40.0/ 0.650 0.400 StanNrd Standard None Window Right (S) 16.0 0.650 0.400 Standard Standard None Window Back (E) 30.0 *0.650 0.400 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 ------------------------------------------------------------- I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ---------------------------------------------------------------------------- -- FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Door Front (W) 20.0 0.650 0.400 Standard Standard None Type ------------ S1abOnGrade S1abOnGrade Equipment Type ---------------- Furnace ACSplit Exposed -------------- Yes No Minimum Efficiency ------------ 0.780 AFUE 10.00 SEER THERMAL MASS ------------ Area Thickness (sf) (in) 840 3.5 1860 3.5 HVAC SYSTEMS Location/Comments ------------------------ Exposed Covered Duct Duct Tested Duct ACOA Thermostat Location R -value Leakage Manual D Type Attic R-4.2 No No Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External . in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------=------------ Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates a High Mass Design. REMARKS Front door is assumed to have 20 square feet of glass CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02;_11 MICROPAS5 v5.10 File-BRO wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JOHN STARR Company. BETTER BUILDERS CONSTR. Address. 5263 ROYAL OAKS DR. OROVILLE CA 95966 Phone... 530-589-2574 License. 323225 Signed.. 0 30 -oo (date) ENFORCEMENT -AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... DARREN DIVER Company. Better Builders Construction Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... 530-589-2574 Signed.. 1O -'a ,I (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er / ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). - *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1). Slab edge insulation water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R -----------_ Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. y 150(h): Heating and/or cooling loads calculated in accordance _ with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. — 150 (j) : Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First § f@pt pf pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans — 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- b. Cover for outdoor. pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning / pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting / shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40- lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------- Project Title.:........ BRODERSN RESIDENCE Date..10/26/00 14:02:11 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 -------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------ ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ----------------------- Design ---------- Design Margin = - _ - Space Heating.......... 10.42 ---------- 10.10 ---------- 0.32 = = Space Cooling.......... 4.70 2.80 1.90 = = Water Heating.......... 13.65 12.32 1.33 = = Total 28.77 25.22 3.55 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1860 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14880 cf 2700 sf 10.9 °s of floor area 0.65 Btu/hr-sf-F 0.4 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R --------------------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 ------------------------------------------------------------- I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE I ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 "Roof 6 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1860 14880 1.00 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments ------ ----- ----- --- ---- ----------------- ---------------- 346 0.065 17.8 270 90 Yes W.19.2X6.16 320 0.065 17.8 0 90 Yes W.19.2X6.16 364 0.065 17.8 90 90 Yes W.19.2X6.16 320 0.065 17.8 180 90 Yes W.19.2X6.16 1777 0.035 30 n/a 0 Yes R.30.2X12.16 Attic 18 0.330 0 270 90 Yes None Solid Wood Orientation ---------------------- HOUSE 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4 Window Front (W) 5 Window Right (S) 6 Window Right (S) 7 Window Left (N) 8 Window Back (E) 9 Door Back (E) 10 Window Right (S) .11 Window Back (E) 12 Door Front (W) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------= -------------- 20.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 5.0 0.650 0.400 '270 90 Standard/0.76 Standard/0.68 5.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 20.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 4.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 6.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 7 16.0 0.650 0.400 0 90 Standard/0.76 Standard/0.68 20.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 40.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 16.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 30.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 20.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 ------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- THERMAL MASS HVAC, SYSTEMS Area Thick Heat Conduct- Surface Efficiency Mass Type --------------- (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE ------ ----- ----- -------- ----------- ---------------------- 1 SlabOnGrade 840 3.5 28.0 0.98 4.60 R-0.0 Exposed 2 SlabOnGrade 1860 3.5 28.0 0.98 1.80 R-2.0 Covered HVAC, SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS , ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates a High Mass Design. REMARKS Front door is assumed to have 20 square feet of glass Minimum Duct Duct Tested Duct ACOA Duct System Type ---------------- Efficiency Location R -value Leakage Manual D Eff HOUSE ------------ ------------- ------------------------- ------- Furnace 0.780 AFUE Attic R-4.2 No No 0.743 ACSplit 10.00 SEER Attic R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS , ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates a High Mass Design. REMARKS Front door is assumed to have 20 square feet of glass CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 ------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -value R-Value 0. ------------- FILM.EX ---------------------------------------- Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c*. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.34 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) = 0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R -----------_ Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 ------------------------------------------------------------- MICROPASS v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE I ------------------------------------------------------------------------------- Parallel Path Method Reference Name . R.30.2X12.16 Description .... Roof R-30 2x12 16oc Type ........... Roof R -Value ........ 30 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 33.12 x 0.90) + (1 / 13.49 x 0.10) _ .0.035 Btu/hr-sf-F Total R -Value: 1 / 0.035 = 28.91 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R-Value 0. ------------- FILM.EX ---------------------------------------- Exterior air film: winter value --------- 0.17 --------- 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.1.75 1.75 in (approx) air space: heat flow up 0.77 -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R30.0 R-30 batt insul (cavity > 9.25 in) 30.00 -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values --------- 33.12 --------- 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 33.12 x 0.90) + (1 / 13.49 x 0.10) _ .0.035 Btu/hr-sf-F Total R -Value: 1 / 0.035 = 28.91 hr-sf-F/Btu HVAC SIZING Page 1 HVAC ----------- Project Title.......... BRODERSN RESIDENCE Date..10/26/00 14:02:11 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 -------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -HVAC SIZING i User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------ GENERAL INFORMATION ------------------- Floor Area ................. 1860 sf volume ..................... 14880 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description (Btuh) (Btuh) -------------------------------------------- Opaque Conduction and Solar...... 6231 ----------- 5086 Glazing Conduction ..........:.... 5252 3414 Glazing Solar .................... n/a 6083 Infiltration ..................... 8464 3475 Internal Gain .................... n/a 2100 Ducts ............................ 1995 2016 Sensible Load .................... 21941 22173 Latent Load ...................... n/a 4435 Minimum Total Load 21941 26608 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC ------------------------------------------------------------------------------- Project Title.......... 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Complies with County Standards for Deed Creation:. ❑ No ❑ Yes > ` Comments: Co =P Ley s Map Date of Recording: U - Lor I Block:Book: :onditions That Must be Mer Pricr to Usuarice of Permit,• ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Applkation/Lot Line Adjusbwt). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zcne ❑ Meet current igiD requirements. ❑ Other ereral Comments- r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2000-0038ZE68 Recorded Official Records coBUtTT of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:02AM 03 -Oct -2000 REC FEE 7.00 CONORM .00 CONFORM .00 Maureen Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 108, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 1, 1963, IN BOOK 30 OF MAPS, AT PAGE(S) 38, 39 AND 40. AP#: 036-610-032-000 Date October 2, 2000 PROPERTY OWNERS: Rick Broderson State of California Countyof Butte On Monday , Oct. 2, 2000 before me Anne Belser. Notary Public. son personally appeared Rick Broderson and Jill BrodersonRick Broderson and Jill BrodersonDersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) ire subscribed to the within instrument and acknowledged to me that he/she/they executed the same in /their authorized capacity(ies), and that by bhAmrJtheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ANNE BELSER Signature Seal: Commission # 1241742 Nli otary Pubc - Caucirria f Butte Countyom A.P. # 036-610-032-000 MY cm. Bq*mNoy 13, MM CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ----------------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 Project Address........ 110 LOMA VISTA AVE ******* ----------------- OROVILLE CA *v5.10*cJ�� Documentation Author... DARREN DIVER ******* Bu}ldin Permit # Better Builders Construction Nex �_2 C/ 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type ------------ Type ------- Wall Wood Roof Wood Door None 1860 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Slab On Grade 9.8 o of floor area 0.4 Btu/hr-sf-F 0.35 7.8 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments --------- ------------------------ R-17"$ R=4.:.83 R-22.61 0.048 -38 - -" 0.029 Attic R-0 R-0 R-0 0.330 Solid Wood FENESTRATION ------------ Interior Shading --------------- Sndar_d Exterior Shading -------------- Standard Standard Standard Standard StanStandard Stan and tandard Standar°` � Standard 0 Standard Standar at Standard afhdard Over- hang/ Fins None None None None None None None None None None None AreaU- ' Orientation (s f) Value .SHGC Window Front (W) 20.0 0. 00, 0.350 Window Front (W) 5.0 0 4"001 0.350 Window Front (W) 5.0 01 01 0.350 Window Front (W) 20.0 0) W 0.350 Window Right (S) 4.0 0.4'00"' 0.350 Window Right (S) 6.0 .400°' 0.350 Window Left (N) 16.0 .400 0.350 Window Back (E) 20.0 M400 0.350 Door Back (E) 40.0 .400 0.350 Window Right (S) 16.0 .400 0.350 Window Back (E) 30.0 .14.001 0.350 Interior Shading --------------- Sndar_d Exterior Shading -------------- Standard Standard Standard Standard StanStandard Stan and tandard Standar°` � Standard 0 Standard Standar at Standard afhdard Over- hang/ Fins None None None None None None None None None None None t � T CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ---------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1860 HVAC SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Energy Factor Tank Size (gal) External Insulation R -value SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating System REMARKS ►q im _-.� i�� ♦ i 1 _� it i � i. / � �/ , . s Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type ---------------- HPSplit ---- ------------- 80,0.1HSPF1 Attic ------------------------- R-4.2 No No ------- Setback ACSplit 2':0`0"WSEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Energy Factor Tank Size (gal) External Insulation R -value SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating System REMARKS ►q im _-.� i�� ♦ i 1 _� it i � i. / � �/ , . s CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ----------------------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JOHN STARR Name.... DARREN DIVER Company. BETTER BUILDERS CONSTR. Company. Better Builders Construction Address. 5263 ROYAL OAKS DR. Address. 5263 Royal Oaks Dr. OROVILLE CA 95966 Oroville, CA 95966 Phone... 530-589-2574 Phone... 530-589-2574 License. 323 25 Signed.. ILSigned.. (date) (date) ENFOR EMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ---------------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date: Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er _,- ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or _ equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): ✓ Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. /I 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e). Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R - ------------------------ Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 -----------------------------------------------------------___ MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ---------------------------------------------------------------------------- -- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. er` / ment V C.� VL MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ----------------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ---------------------------------------------------------------------------- -- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or on6: of.the alternatives to this requirement allowed -in Sec. 150(k)2.; and recessed ceiling fixtures f/ are IC (insulation. cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ---------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate zone........... 12 ------------------ - Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design Margin = = Space Heating.......... 11.87 ---------- 6.30 ---------- - 5.57 = = Space Cooling.......... 6.52 2.14 4.38 = = Water Heating.......... 13.65 22.54 -8.89 = = Total 32.04 30.98 1.06 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1860 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14550 cf 1860 sf 9.8 % of floor area 0.4 Btu/hr-sf-F 0.35 7.8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 ---------------------------------------------------------------- MICROPASS v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Door Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1860 14550 1.00 Yes Setback 2.0 Standard Housewrap (W) 2 OPAQUE SURFACES (W) 3 Area U- --------------- Insul Act Window Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 346 0.048 22.61 270 90 Yes W.19.2X6.R5 9 320 0.048 22.61 0 90 Yes W.19.2X6.R5 it 364 0.048 22.61 90 90 Yes W.19.2X6.R5 0.350 320 0.048 22.61 180 90 Yes W.19.2X6.R5 90 1777 0.029 38 n/a 0 Yes R.38.2X12.16 Attic 18 0.330 0 270 90 Yes None Solid Wood HOUSE 0.400 0.350 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4 Window Front (W) 5 Window Right (S) 6 Window Right (S) 7 Window Left (N) 8 Window Back (E) 9 Door Back (E) 10 Window Right (S) it Window Back (E) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 20.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 5.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 5.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 20.0 0.400 0.350 270 90 Standard/0.76 Standard/0.68 4.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 6.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 16.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 20.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 40.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 16.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 30.0 0.400 0.350 90 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1860 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 ------------------------------------------------------------------------------- User -Better Builders Construct Run-BRODERSON RESIDENCE HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Duct System Type ---------------- Efficiency Location R -value Leakage Manual D Eff HOUSE -------------------------------- ------------------ ------- HPSplit 8.00 HSPF Attic R-4.2 No No 0.772 ACSplit 12.00 SEER Attic R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Electric PipeInsulation 1 Energy Factor .88 Tank External Size Insulation (gal) R -value 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating System REMARKS CONSTRUCTION ASSEMBLY Page 1 .3R -------------------------- Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 --------------------------------------------------------------------- MICROPASS v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.19.2X6.R5 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 22.61 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 24.15 x 0.85) + (1 / 11.79 x 0.15) = 0.048 Btu/hr-sf-F Total R -Value: 1 / 0.048 = 20.87 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. R 4.81 RIGID R-4.81 Insulated Sheathing 4.81 4.81 4c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 4f. FIR.2X6 2x6 fir -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 24.15 --------- 11.79 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 24.15 x 0.85) + (1 / 11.79 x 0.15) = 0.048 Btu/hr-sf-F Total R -Value: 1 / 0.048 = 20.87 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R -------------------- Project Title.....:.... BRODERSN RESIDENCE Date..05/11/01 10:23:08 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel -Path Method Reference Name R:38.2X12.16 Description .... Roof. R-38 2x12 16oc Type ........... Roof "R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... Wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = 34.12 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.0.75 0.75 in (approx) air space: heat flow up 0.75 -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values --------- 41.10 --------- 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = 34.12 hr-sf-F/Btu HVAC SIZING Page 1 HVAC ------------ Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate zone........... 12 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ----------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1860 sf 14550 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... 270 deg (W) Heating Cooling (Btuh) (Btuh) ---------------------- 4909 4082 2912 1893 n/a 4713 8276 3398 n/a 1875 1610 1596 17707 17557 n/a 3511 ---------------------- Minimum Total Load 17707 21068 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC ------------------------------ Project Title.......... BRODERSN RESIDENCE Date..05/11/01 10:23:08 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- factors when selecting the. HVAC equipment. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ----------------------------------- Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* !:�2(S "ass Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5 a -a0 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1860 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Slab On Grade 9.8 % of floor area 0.65 Btu/hr-sf-F 0.4 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -.value U -value Location/Comments Wall Wood R-17.8 R-4.8.1 R-22.90. 048 Roof Wood R-38 R-0' R-38029 Attic Door None R-0 R-0 R-0330 Solid Wood FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- -- ---- ----------------------------------- ----- Window Front (W) 20.0 0.r6°50 0.400 Standard Standard None Window Front (W) 5.0 0165 0.400 Standard Utandard tandard None Window Front (W) 5.0 oi65 0.400 Standard None Window Front (W) 20.0 0it6�0 0.400 Standard Standard None Window Right (S) 4.0 03650 0.400 Standard `? Standard None Window Right ( S ) 6.0 0.6150 0.400 Standard y,Stldhdard None Window Left (N) 16.0 0.650 0.400 Standard Standard None Window Back (E) 20.0 0.6.50 0.400 Standard tandard None Door Back (E) 40.0 0.�M 0.400 Standard '' �_'"'�� Atandard None Window Right (S) 16.0 0.6-0 0.400 Standard 'O Standard None Window Back (E) 30.0 0.6:50 0.400 Standard l)� Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- SLAB SURFACES WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- - - -- -- - --- ------ Storage Electric Standard 1 r X99 50 SPECIAL FEATURES AND MODELING ASS S ----------------------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating...System REMARKS External Insulation R -value R- n/a *** *** *** Area Slab Type (sf) fStandardlibl860 — HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type HPSplit 'ic R-4.2 No No Setback ACSplit /12 QO_­SEE i Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- - - -- -- - --- ------ Storage Electric Standard 1 r X99 50 SPECIAL FEATURES AND MODELING ASS S ----------------------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating...System REMARKS External Insulation R -value R- n/a *** *** *** CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Title...'....... BRODERSN RESIDENCE Date..02/16/01 13:47:57 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10, File-BRO Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JOHN STARR Name.... DARREN DIVER Company. BETTER BUILDERS CONSTR. Company. Better Builders Construction Address. 5263 ROYAL OAKS DR. Address. 5263 Royal Oaks Dr. OROVILLE CA 95966 Oroville, CA 95966 Phone... 530-589-2574 Phone... 530-589-2574 License. 323225 Signed.. Signed.. 11 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date MANDATORY MEASURES CHECKLIST:'RESIDENTIAL Page 1 MF -1R Project Title . BRODERSN RESIDENCE Date..02/14/01 16:15:19 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only.. BUILDING ENVELOPE MEASURES Design- Enforce- erV ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater " than 0.30, water vapor transmission rate no greater than 2.0 + perm/inch. : 118: Insulation specified or installed meets CEC quality standards. Indicate type _and__form. / --1� 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3.. Exterior doors and windows weatherstripped; all joints r and penetrations caulked and sealed. V 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances -A/ and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title BRODERSN RESIDENCE Date..02/14/01 16:15:19 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE I a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150 (m) : Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or" ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title BRODERSN RESIDENCE Date..02/14/01 16:15:19 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM MF -1R I User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Except ion:'N6h-electrical cooking appliances ----- with pilot < 150 Btu/hr). LIGHTING MEASURES Design= Enforce-' er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ----------------------------------------------------------=-------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) - Design Design ---------- Margin = ---------- - --------------------------------- = Space Heating.......... 11.87 8.02 3.85 = = Space Cooling.......... 6.52 2.59 3.93 = = Water Heating.......... 13.65 21.33 -7.68 = - - = Total -------- 32.04 -------- 31.94 -------- 0.10 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1860 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14880 cf 1860 sf 9.8 % of floor area 0.65 Btu/hr-sf-F 0.4 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 ------------------------------------------------------------- I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------=------------------------------------------------ Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Door Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1860 14880 1.00 Yes Setback 2.0 Standard Housewrap Front (W) OPAQUE SURFACES Front (W) Area U- --------------- Insul Act Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ---------------- 346 0.048 22.61 270 90 Yes W.19.2X6.R5 8 320 0.048 22.61 0 90 Yes W.19.2X6.R5 (E) 364 0.048 22.61 90 90 Yes W.19.2X6.R5 Back 320 0.048 22.61 180 90 Yes W.19.2X6.R5 Standard/0.76 1777 0.029 38 n/a 0 Yes 8.38.2X12.16 Attic 18 0.330 0 270 90 Yes None Solid Wood HOUSE 0.650 0.400 270 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4 Window Front (W) 5 Window Right (S) 6 Window Right (S) 7 Window Left (N) 8 Window Back (E) 9 Door Back (E) 10 Window Right (S) 11 Window Back (E) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 20.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 5.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 5.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 20.0 0.650 0.400 270 90 Standard/0.76 Standard/0.68 4.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 6.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 16.0 0.650 0.400 0 90 Standard/0.76 Standard/0.68 20.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 40.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 16.0 0.650 0.400 180 90 Standard/0.76 Standard/0.68 30.0 0.650 0.400 90 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1860 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 ------------------------------------------------------------- I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- System Type ---------------- HOUSE HPSplit ACSplit WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Electric Standard 1 .99 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating System REMARKS HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Duct II Efficiency ------------ Location ------------- R -value ------- Leakage --------- Manual D --------- Eff ------- 8.00 HSPF Attic R-4.2 No No 0.772 12.00 SEER Attic R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Electric Standard 1 .99 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Water Heating System REMARKS CONSTRUCTION ASSEMBLY Page 1 3R ------------------ Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 I MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.19.2X6.R5 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 22.61 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Total R -Value: 1 / 0.048 = 20.87 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R-Value O. ------------- FILM.EX ------------------------------------------------- Exterior air film: winter value 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. R 4.81 RIGID R-4.81 Insulated Sheathing 4.81 4.81 4c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 4f. FIR.2X6 2x6 fir -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 24.15 --------- 11.79 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 24.15 x 0.85) + (1 / 11.79 x 0.15) = 0.048 Btu/hr-sf-F Total R -Value: 1 / 0.048 = 20.87 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3+R Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:5:7 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . R.38.2X12.16 Description .... Roof R-38 2x12 16oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... Wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = 34.12 hr-sf-F/Btu Material Cavity Frame Name ------------- Description R -Value R-Value 0. FILM.EX ---------------------------------------- Exterior air film: winter value --------- 0.17 --------- 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.0.75 0.75 in (approx) air space: heat flow up 0.75 -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values --------- 41.10 --------- 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R -Value: 1 / 0.029 = 34.12 hr-sf-F/Btu HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 Project Address........ 110 LOMA VISTA AVE ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 1860 sf Volume ..................... 14880 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description ----------- (Btuh) (Btuh) ----------- --------------------------------- Opaque Conduction and Solar...... 4909 4082 Glazing Conduction ............... 4732 3076 Glazing Solar .................... n/a 5386 Infiltration ..................... 8464 3475 Internal Gain .................... n/a 2100 Ducts ............................ 1810 1812 Sensible Load .................... 19915 19931 Latent Load ...................... n/a 3986 Minimum Total Load ----------- 19915 ----------- 23917 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC Project Title.......... BRODERSN RESIDENCE Date..02/16/01 13:47:57 MICROPAS5 v5.10 File-BRO Wth-CTZ12S92 Program -HVAC SIZING User#-MP2019 User -Better Builders Construct Run-BRODERSON RESIDENCE ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. RECEIVE® FEB BUTTE COUNTY BUILDING DIVISION 6ZZ(W; ON ;111 IjLg)s ullor uoi)jn.ijsuoD vapyng janag INY '111�1 v .1f. - I II'-�,-..�.y..r.��-II I ., r _... W . � �` ..�..- . ��r - .. � � � � � ��, - I II'-�,-..�.y..r.��-II I ., r _... W . a .#r� i b • I I �d 4 � 041 # fCM1, p 1"✓': Y 09 )�- '� .:: Irk " 8.1 �",I II..�5 6d'Ai 81+ 04 ' qm + eqµ jiG;., ray + ✓���� y4 91 '�!�'; :�%`�A�� f,V 1 . K I I , nl drfrw� t nit J' .h: r a • a 'i Jr CN �b M 7 J { 1 r1 VflfrJ� SGI�VI lam. A { 9 r 4 ff 1 a .#r� i b • I I �d 4 � 041 .^ fCM1, p 1"✓': 09 )�- '� .:: Irk " 8.1 �",I II..�5 6d'Ai 81+ 04 ' qm jiG;., ray + ✓���� y4 91 '�!�'; :�%`�A�� f,V r,I�A�lii,.4i!ALiI+ Iloot � d it. A 4 . A r. aLo z r r . 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GABLE END DETAIL J1115 DWG. PREPARED FROH-CONPOfER 111PUT'(LOAUS7a 0IHENS10115) 5uoH111Lii MY TMuas PITH, SIRU60ACK A. MAIL, 111 LEDGER 12' O,C. ) (BRACED AT 55' D.C.) RUOF' MATERIAL A GRACE _�..,,.��.—e A35 6 - 10J COMMON BL.IX:K LEDGER "WAIL (C) HAICS ID VERTICAL �" 113(KI UU_ILDOKER' _ V/2 -10U NAILS)' GAU1. 2X6 IAGfXIAI = • •• GABLE ;ENO-- ACE lK) SPACING FUR 13 _ 56.0. O.C, GRACE 3=IBJ REFER. TO SIM ON CATALOG C-01-1 FDR HAILS PRODUCT ATIACIKIft SPECIFICAIIUNJ (ATTACH _` �i5 EACII EIX) 2X LEDGER C A35 IN FI DIRECTION USSE TRUSSES STRONGOACY. _ WIT BRACED AT 55. O.C, OUTLOOKER CRITERIA (C) 1X4 CONTIMMIS LATERAL BRACING FOR ) DRACE (STROIIGOACK) HEHOER LONGER THAN 3.5' HAX. (SI ' p (H) 2X4 F.L. OR H.F. 12 OR 721. ATTACH AT HIDMINT U? EACH GRACE, RI) tGl BIR SIP.ONGUACK GRACE '//2 -Ad CC0110 NAILS. PYP. MEN p a z4• G._, —�— O GABLE END — 2d' Nn% 1.5' NAX,� (s) _ LT p ' p tHi O , 6.0,C HAX IXlILI1DKED. 12' NIX 24' HAX p L1.p p O p_ p p cSI>\ \ cn1T IPlI PEAK PLATE III HATCH COMMON TRUSSES. N01EI CHURDS TO BE 2X4 FIR -LARCH 02 HIN, ESTI SPLICE PLA1F TO HATCH WENCH TRUSSES. NOTE( IIITS DETAIL HAY 0E USED FOR (H1.1 HEEL PLATE 10 HATCH [INION) TRUSSES. ItrJSSES WITH PITCHED -0,C. ALSO. (0) b'T101) 10 VEO, l . I 111GT USE 13)-2' VIRE STAMPS (0.072 UTAA5 GA.) 1 ICHAILED IRRU CIXIRD ROD WEB I& IIIRU WEB 11110 CHORD ON ONE FACE FORA 101M. OF 5 STAPLES. (P11: (Sl) L (ITT )'MUST BE PLATED, (G) GABLE EMI DESIGN BASED ON 7514PH VINO 'OAT 0-25 FT MEATI PLAIN^HAX,'WEI LENGTH 1X3• 2-0-0 2X4-- D-1-0 3940 13-6-0 LUAU. EXPU3I12l 'NEIOIt. 40: TPI-95fSTDI UesiYli CriEer PLT TYP. Wave TPI.95 Q O —1 CI R •'YARNING•" INY$$[$ A[OYIAt [IUIM[ CAAI It fAINICAl101, NAAOLIRO, ur 146; 1151ALLING ARO SAACIND. RIM 10 1111191 (MANGLING INSTALLING AND INACINOt, AYILISNID BY 111 IIRVSf ALAI[ INSitIOiG !11 D'ONOi lO 014„ SYItC 700, MADISON, Vt E1111). FOR SAFtTY PRACTICES TRIOS 10 /11f0AM1A0 INCf[ fUACtloAf, 1RLEfi OINERVISE INDICATED. TOP CNOAO 1NALl HAI[ AROAIALY ATTACHED -' 5 f'--�I u TRUSS RIGID CitiTRAC OR- SIAUCIYAAL PANUS, IOIION OPY SNAIL NAI[ A P10A1 t INSTALLATION ••IMPORfAN(•A FUAAISX A COZY OF THIS DESIGN 10 IN['IASIAIIAI LOA. CONTRACTOR- RUIN[ UOIAURID fAaDVC1S, INC, '$NALL Not It 1000161111. FOR ANY OITIA1101 FROM IRIS DtSIOli' ANY FAIIYRE ID IVIED INC DAY!!tf It COMFOAMANCE WITH (FII Ol FAIRICA1100, NANDCIMO, SNIFFING, INSTALLATION OR IAACINO Of IRGSS!!, TNLf D[7101 CONiOAHS YIIA APPLICABLE ICABI[ ►ADIISIOAf OF 10f'. (TAI101A1 0[lIOM STLCIi1CA1101 (WLISN[O II lot ANICICAA'toNI'I AMD PAPIR ASSOCIATION) AND 111, ALPTI[ YONRICION, MC RAO[ OF 100A ASIN A511 043 OAU, SI[Ll, IIC[71 AS p01[D. APPLYCONM[CIOAS 10 CE OF IIGD ON. lots D(SION,:POSITION CONKMORf PtI IACN FAAYSS. AND WRElS 01NEA11S1 CAII � Z t3 ltt I-- 1_J I.J I—'—I ONAMIOGS Ot IN( UO. ISO AID ISO. A•F, AN IROTI(ER'S SEAT OA TNT! DINNING AFM11S ONLY 10 IN( 0(SION TRW!! DIFICIIO Alli AND SMAII Not 1( WILD.OFOR 14 ANY OIN(N WAY. 2X4 F.L. LUMBER GRACES HAX. LENGTH V1Tail BRACING (111: 1LENGTH V/ StRONGOACK GRACE IS) STANDARD 5-11-0 I1-10-0 �I 7-9-0 15-6-0 11 t BEt1ER 7-9.0 15-6-0 SS 7-9-0 15-6-0 y TC LL 3U.0 PSF REF 9992 TC OL 15.0 PSF UATE 03/19/ �' ?c BC UL PSF' DRW CC) 112 j BC LL 0.0 PSI: TOTLD. 50.0 PSF SEAN - 25458 _ DURFAC. 1.15 FROH PBC SPACING i 18 000913-STARR I BRODERSON -,A1 CONN) _ THIS DNA PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY 1RIISS MFR, IOP, CHORD 2114 OF:L #I IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING, USE PURLINS: TO BRACE BOT CHORD 2x4 DF-L #1 TC 8 24.00. OC, SC 0 72.00. OC. a WEBS 20 DF-L Standard DEFLECTION MEETS L1240.00 LIVE AND L/980.06 TOTAL LOAD. `'31LATES DESIGNED FOR GREEN LUMBER PER NDS•97'TABLE 7.1.3. ID PSF BC LIVE LOAD PER UBC, al to x I W06 N2.5X4 �r q `=` gad 0. cx .�-B•D-0 �y 3 W1. W, is W3k6 a W1.50 r z W04 09) Ass t W04(A2) Ta, W3K0� { .-. un .,-. 15-11-15 _ - t� �F------ v-31-ii-14 'Over 2 SUpports R-1160 W-53' c•-'s M PLT T4.-W v "TPI.95 R De31 n CPlteHb4-TP1 STD CA - 1 • I-IF Scale .1875" Ft. o ' a1 ,,.% -VANo AO•• 13411[0Irollol 47118 CAxt IN rANiCAT C11 PAIDl 11, SNIPPIIII INSTALLING ANO IAAT134, AIlIF 10 NINA , INA00LIN0 INITALIIiI AID IIACTYi) � /OIL UNO of lot [11101 rlAi[ Q4Q I1SEE,iq 0'0101X10 D{u dull[ t00. WISH. YI .311 1, 1011 fArl1T f1ACTicts WON 10 tw Cnolt INAu l"t PAG"ALT ATTACRt0 TG' LL TC 'OL 16.0 PSF 1010 OSF REF A427"3 45 DATE 09/25/00 �. rtrto11nlot nes► Iulcn34s, nntu Drnallst IND1CATID, L11ncr0Al rAYtlt, IeTTOn tND10tfAll NA11 A flo1gN'ATtAttlro XIIIO CLILI00, ••INPDXTANT•A 1NIN1fN A tett OA TNII 0U1/1 TD TNt tolTAUATio1 CoAlklen11, Alr34t 111111llt0 DF; DL 7,6 PtF DRY CAWW, 00269001 NON, Z INq 11,11 SOT IC Iq►ONfI1L► 101. ANY DEVIATION IION UIT 013134, Alt FAIN11 1. )$ISO OFnOtt% IN t llolNAlc[-Yn# T►II:a11' funCiff"i NAYDUkl, SLIPruf, INsuwso Aro DC :LL 6,0 PSp CA-ENG OCJ/GNH �., . Sy - w ALP=T ��` - SlAelX' Or nulu, TVI! OCIIW :ORIO[N% Not Af tICAttt ►NOVIt10Nt OF 101 (NATIONAL 0111[1 71tC10MilONlNlilll0 IP TR ANANICAN FORItT AND NPIR-ASIOt1A110N) 110 T►B , ALPINC $C 2F 2000 colut OU AAI RADE Of IOU AfIN by UAD TALI. 11If1 IICIPT AI 101111, APPLY Coultf/Ns TY R P cololcloot TOT: LD. 3310 PSF SEON 46315 IA T„ )C p FAIR rACt or lost$; Alb OALI$N DT1lINUl_tockliO ON I" N[IIII. So$I11to fit 11,11161 ISO Sol, .t, SELL Go'IN10 34wN1lI:INICAIDdA000P1AAc1 Or portinumn tNlolllllt � CI'Jt1. it,.NI11lltt 34ltld rot lot TNS$ CONPCIIIT 01110P 34011111 'N1 11iiAelutt AAO Nit of lollN•n DUR.FAC, -1;25 FROM KD g A Spl tOAPU[Nl rOR 111 tNT11fLAA IYTEOIN 1! n/l[Ir0Y1YNILM Of iN1 11IL011e OCfIG[X, 1lI� lab 1, 1,lns ltcneN 1. SPACING 24.0 (BROD0913-STARR / BRODERSON - EDGE] A2 DGE) THIS I,NG PREPARED FROM COMPUTER INPUT'(LOAD$ Y DIIIENSIONF) SUBMITTED BY TRUSS MFR, TOR CHORD 2x4 OF -L, #1 TT2, T3 2%6 DF -L #2 2 Complete Trusses RequIred W3X10 a+ b.7QT CHORD 2x6 DF -L #1 WEDS 2x4 DF -L Standard NAILING SCHEDULE: (0,1310.0 -0 -palls) TOP CHORD: I ROW 0 12" D.C. SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 713.3. BOT CHORD: 7, ROW 0 12" D.C. _ WEBS : 1 ROW ® 4'" D.C. (DEFLECTION MEETS L/240,00 LIVE ,AND L/180.00 TOTAL, LOAD. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IH EACH ROW TO AVOID SPLITTING. =THIS BOSTON HIP GIRDER IS DESIGNED TO SUPPORT 5-010 JAC%S 418.0-0 A� ca Ln10 ONE FACE. BOSTON NIP IS DESIGNED TO SUPPORT FACE LOAD CALCULATED HORIZONTAL DEFLECTION IS D,16` DUE TO LIVE LOAD AND 0.12' 0 10T TO E9CEED 10 PSF AND 24' TOP CHORD OUTLOOKERS. TOP DOE TO DEAD LOAD. W3X8 CHORD (T) SAY NOT BE NOTCHED OR CUT: SEE DWG GOLLET_1NO699 FOR MORE REQUIREMENTS. (R)LATERALLY BRACE FLAT TOP CHORD BELOW FILLER AT 24' OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE - TC 4 24.00" OC, BC A 72.00' OC r 5-11-0 f 10-4-10 16 PSF BC LIVE LOAD PER UBC., _I N3X10 v W3X10 a+ 6-8-11 - 6-B il�y p 2.2--12 418.0-0 A� ca -W5X6 N5X6 W7X0 ® N5X6 N5%6 s z W3X8(AL) W3%4 N3X4 MS412 a W3X8 (Ai) A. r 5-11-0 f 10-4-10 - J- 5-8-4 _I ( 1t �31-11=14 Oyer 2 Supports J R-2750 W-5.5" � "n6i :.l R�280S W5.5• � 7 Note A11_Plates Are W1,SX4 Except As Shown. a+i Pei^ YP�: Hfah Strep th Nave TPI -95 R esanCriteria: TPU STD . _ CA/./­11-/­-I-/­F. '.Scale -.1875!'/Ft. ( C _ " _ ••MARRING^ fRtltlS dtDY1RC 1[Il[M WLdR fA1 —FTON, MANCUSO, SYIQt9S..INSTALLING no INACIMG. Aires To NU•1i: tnmc io issiALtW up wgogi. PgUilLO IT III t1llSs FEAT, I1113TUT[. $D 0'010410 W. 131Tf fit, RACISD1. IT 53111). ICA SUITT PRACTICES IAID4'10 TC LL.16.0 PSF 16.0 PSF ' :REF R427•-37052. DATE A9/25 /OO :G f13ftY1M11G'TYDE 111CTtOt[« Ott[S1 OTREIYISL IAOIGII[0, Tei UOSDTAAII MAIL MOHALT ATTACltO( TC DL GV- "'•IMIOAfA1IT•• SI110TYAAl TINtlt. (III" CNOAD &MAU RATE A Fsowty ACTADIIO RAID CEILING. . r0t.1 Al A'COrT Or T013 015Ie1 TO III I11TAll ATION CISTAACIOR...ALF11[ [t013t13E0 DC DI,. 7.0 PSF DRW CAUSR427 an269DD5 - ''A PRODOCI3,.13C. slAtl for NE CILPOASIOU rot All-Da[Ai[ON IlOM TM[S 0f13cAt ANr 141E01t f0 IYIID TNT ItNlll2 IA COIIOSNAAC[ NET$ TPI! IN FABRICATING, 111DUOA, SNIFFING. INSTALUIG A - DC LL O;O. PSF : CA -ENG JCI)/GNH .N �11E1' NAACIRG Df T111S13. iMli OtAI6N 40AIOIMf YITM uPUCA1tEItYTiilOAi Cf 10S (IIA13MNECIRICATI00 111LISIIC ITM[ AMERICAN TOASTpD IUIR ASSOCIATION) AND TF1. Atr11LSBP 25 .2000CON11ICTORS ' * 70T.LU: 33.0' PSF SEON •'16306 Alt PUT Of IOGA ASTM A11S ot10 CALL STIEL, DC1tT AfYOfto. OILY COIRICIORE TD SAC FACE of 11119, AND 11LISS DIM1110tt WATID'OnTNI%013111: foitrmt con[CI011 1(A DIAIIIAAS 11. AN, D1 SIAL OR TNIS ORAYIss E111W,I ACCaTASOt OF 13USSSIDIAL EIRUEDDS W N[SFOASIRILIII SOLIV rot TRE TIM%$;OVDlI11 OItIC1 S10Y1. 111 fIlTA13l ITA ANO Yt[ Of THIS ,. t�}y Q 'YI� DtlR.FAC. 1.25. ;,,, FROM KD _ 4 &D�--9f� ��, •ORrollor rot AAT 1ASTICYLAR IU11.DINI 10 101 UPOWNILiT1 Of TIG SPUDING USIOILR. Fit ) SPACING 24.0' Tatum L,ati stcrttl e, (BROD6913-STARR j BRODERSON BR TSC) THIS DWG PREPARED'FRO14 CONPUTFR INPUT (LOADS i DIMENSIONS) 'SUBNITTED'BY TRUSS MFR, TOP CHVAD 264 DF -L #I IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE d BOT CHORD 20 DF -.L $1TC @ 24,00" OC. DC @ 72.00. OC. WEBS 294 DF -L Standard C= DEFLECTION AEETS L/240.OD LIVE AND L/180,00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER N6S-97 TABLE 7,3.3 10 PSF BC LIVE LOAD PER WBC: ADDITIONAL LOADING PER TRUSS MANUFACTURER ....... ........................ L cmc TC 100 LB Cope. Load at 6.00 irA o, W5X6 r MID 111 4it -, 4 143X64 JJ W5X6 w A?l w r 2 2 .1.p•0.0 11t+, 12X4 I WON 13X8 w 13X6 b W5X6 m 13$6Alj o ' W1,5X4 p 70-0.0 _I_ zo-oyo �6--0-0--` . e•a•D o•o•o cs:.,� I i 10.y5 B '1/ 9.6.8 M•T� 9.6 •,U +T� 6-5-8 'N AO.O-D Over, 2 supports Ia.: R-1613 G=5,3" .r R-1436 W-5.5" w cli it MTD. PLTZTYPANtiff0 TPI.9y R .....1)fSigh CriteriUt. TPI STD .. CA 1- • --F'.. SChie -.1875 Ft,. ••NARMING•• 1AOSSIS MOMS IIIAINt CARS II FAB" LAILON. MANDLIMI. sllrnls, INSTALLING AND q� TC LL 16.0 PSF REF R427 "37049 1...116. Atrls VOL"',"I , tt'MOLIMS I11TAI111t AM IM1iIrU, I01L111f0 It Irl 1Tlost ItAtt �111muit, 10 D'LDi., SOITI sOO,,MM1IN04 MI 13110)fa IDN SAIttI FRACtIC11 M m TO- y O MFOANIN& INIII FNNCT11Rt, VOL tsl OI"tMrntt INDICATED! TOP CNOIO STALL "Alt IRDOERLI k"ACI1D TC DL 10.0 P.SF DATE 09/.25/00 nT �TIUCI0A.1LiMltt. IO7TOM CA0I10 16µL Mll A IN0/[ALT 11TIACSlO MI1P t[1LSAS. • IKPDRTANrt [011111 A COPY or 1NU-0LNCI TI iNt 111AIIATION CONTRACTOR. ALPINE 110111110,0BC DL / .0 pSF bRN' CAUSRdL7 0026900T LF Tloorctt, INC, IRAu NOT09 A[lsolsntrtD► Mr oaiAttol 11011 Tnl Innn M6 ►AIURI to tT AL P T H E Ir1I0 TM 1111111 II !''FORMA'[[ UIIN T"' M IA111CATIM, INIIr11A INSTA/1111 A 'IAACINO OE InOt711, 1019016111C011IOM1Nl rtTl Mr1ltAlll PAO%lf1011 OF MOI'RATIONAL 01111 M BC LL ,,... 0.0 PSF CA.^ENR JCJ/GWII o IltCliICATIOR ImlINl07r INT SAM ...... MO...[R I.RIATI01 Aro TI� . AMNt CORRECTOR' M[ "AOC OI COI. MTM Mq SII.. A. 11.tH nctrT As loll. AI►tE CONNECTOR8 TD ♦ aP ZS 20 r► TOT.Lb 33:0 PSP 5EON • 6631,7 11 1 rAC1 Of INU 1. Alt NILM OTHER ... I...... 01 i.I.0..too. SpOlitt0l CDNMEC1011s Spin , 011010/1110 A,1, I)C 11AA Do TMtl DIA1IA1 iMICATH ACCEPTAICl Or_IIOI1111MAI 111111RIM CN11. bUR.FAC: 1,25 "FROM XD . 1,SOO41111131T SaLt1t IDA Int IRUSS COMM? MISS Ito", IMP So'A1tLtIT AND Oit or TITS '1 Gr 1,IMD con ..tlt IDA ANY, lu)ICO)A6 90110116 11 IN! I1trOM11n,ItI Of IM[ 110011S MIMS. FIR 01111 SPACING 2A i0• AN It m[ 1.1111 ltctt04 1, . V v ♦ i it (RROD0913-STARR / BRODERSON - Bl COHN) THIS DWG PREPARED FROM COMPUTER IWPPT (LOADS a DIMENSIONS) SUBHITTEO BY TRUSS ITER, FTOP'CHORD 2X4 DF•L #1 IN'LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE CHORD 2x4 OF•L #1 TC ® 24,00. OC. BC A 7,2.00" OC. �L WEBS 2x4 DF -L Standard - \ DEFLECTION MEETS L/240.00 LIVE AND L/(80.00 TOTAL LOAD. Q'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 10 PSF BG LIVE LOAB pER UBC, iADDITIONAL LOADING PER TRUSS MANUFACTURER ............. ........ .................... C - 100 Le Conc. Load at 5.00 0 1 45X6 P W2.5%4 d W2.5M NIP W3X6 Its W3X6 sJI W1.5%4 ♦ 4 r- -, 9 W1.5X4 s o' ca<5_ rs W2,5%41r N5%B as W2.5X4 0 1 W3%B(Al) ® w412.0.0 2.0 1 20-0-D 20.0.0 J a4 "'` ' �--- —40-0.0 Over 2 Supports s i R-1512 N-5.5" I •'. R-1436 W-5.54 CLL cV PLT TVP%_NaVe TPI -95'R Design Criteria: TPI STD GA 1 F_ Scale' -.1075' Ft. • Y: •iiiiiiui[•�ii o "oii l DILUD iii i�Auiior 0 i11 iION. MAUDLIN. TRIFFIL6, INUXLINI AN �IN41. iioi`iW NT IPI (TEMPLATE RIDE O� W TC LL 1<,A PSF REF'' R427- 37048 09/25/00 C= *x! ' t % j TurON ING TAlslydICT10N14 UNLESS 01114ntr INDICATED, TOP CHIP S1Alt AME 1ROPEILT ATTACIIP STRUCTIM PASM. 1017011 C10Ao INAIA AM A PROPEALT ATTACA90 41110 CHLIKS, T4 DL 10;0 PSF DATE c�1 77 +'. f t1 � 1 ,ry ••IAPORTART•• PS11IsN A copy -0f-TAlt Dltlgl 10 TAE INSTALLATION'CONUACTOR. ALPINE 114E11nt MODBCTS, INC. MAL NOT It RESPONSIBLE 10s ANY Ott IATIOR FICA THIS 0951441 AT PAIL$ T - BC DL 7'.0 PSF ORW CAUS0427 00269004 N—�— IVILD THE U4SSES P1.CONIORPLICE' 4I19 7111 04 PA111CATINO. AAIDLIll. INIPPISN. IREIAMIG At BC LL O.rD PSF CA -ENG ALP - ISACINI of TWITS. TNIf DESIGN. C01104AS IIIA IA'PNOAILE faO11s1a1S Of Not (NATTANAL OISIt fltl11110 It TM! ANL41CA1 f0A[tT"UO',`AftA AlSOL1A11011 AND TIS. ALPINE So f Sep 2$ 2000 * TOT. LD. 33.0 PSF SEON - -20502 ' - y' COX EAC:[CTDAS All R409 01 EDEA ASIA A45314140 SAM stilt IMPT AS Boric- BAIT Co111clois TD CACN PACE of TAIIP. Al0 mess OTNI4N19t LOCATED 011 TNIS 01514111 fastfl.A CONNICIDAS P[1 :OUP,, FAC. 1.25 FROM .011 01411441 140 4-1. TIE UAL Of TAES 01AEIN1 IIDICAt%lglIES AMPTAICI Of f1101ls"I ll IIS11I..... -, ,:CNIL NPS�p�-�M �9 CDiMKtli1LITY PW AIITLELY FDA PYtICllA4t1DI101110Foll1a ILC IES/01LIt1lUT/ OF INE IOIt01Rem INS III no DEI C1pf�PElillt N SPACING m A HIM S.Itat SICTION [, .24.0 tUbDO913•STARR / BRODERSON - uA TSC) THIS'DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DiNENSIONS) SUONITTED OY 1ROSS NPR, ITOP CNDRD 2x4 DF-L jL IN LIEU OF STRUCTURAL PANELS OR RiGID CEILING USE PURLINS' TO BRACE ..w90T CHORD 2X4 DF-L 11 TC @ 24.00' OC, BC 0 72.00' OC. ^'" WEDS 2x4 DF-L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL Low _ 1LATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7,:3.3, 30 PSF BC LIVE LOAD PER UBC, AQDITIDNAL LOADING PER TRUSS MANUFACTURER ,. . ` cmC 100 LB Conc. Load at 6.60 CtS 'a z W5X6= W2.5X4 ur W2.5X4 W3X6 m ` WIX4 f W3XG I v, W3X.8 ® 4 W3X8. Aa w 3a K=3 20-0-0 W3X8 ©1 W1 R94, A W5X8in W3X81a WSX6 143X6(A1) m ;o W1.5X4 iii •uyu 6-0o() 20-0-O 20.0-11 .. 20.0=0 � •+ ` ,» 14.5.8 9.69 6 8 'I 6.5 a .8 'f pa .- ;— - 40-0-0 OVer 2 Supports ` �Iy: a-1705 N'5,9` LAM � MI �+ PLY TYR1"Wa'e, Tp"1-95 R Design friterial TPI STD TcLL1 +16,0 SF c�le_1875• Vit. r-VARN NQ7 , IRYi3[3 A OYII[ IITIIIII.CA 1 A /AIRIGAT1111 IAIOlINO fNl//11,, 13 All NY AAtl 1 EF 8427,--37053. �i IA4INb A[ftA TO bihll ((NAxOlix6'11STAIL111 110 11111x61, /YILISIID by SIL RA is FLATS QiAwti - A y � ' IAtTIfYli. 415 tl'OIOIi10 D1,1 SOITt 300, N10I101, N1 131 9). FOR SAfETT TRACTI�tS TALOA 10 - rt1i0ANIN6Txt11 (YICIIAIS+ OIL IS OThtRtISl IKOI 1101 101 CNO10 SAILL RAll PROPERLY At1ACOW (�, TC 'DL 10.6 ''.PSF -DATE 09/25/00' IIRUCTUAAL IAIIIA`t1T10N C,OID SHALL Niit A fA0PI1lf ATIACNCO.AIAtb OEILINI, - [V. IMPORTANT-- 11111{1 A CO/T Of TN0 61114 TO Ing INSTALLAilOA COiiRAC10A ALMr[ Ex011+Q[0 RC DL 7. D i1SF URW CAUS4127 D0200006. .INC, INTI{,Of1(RI3rONS10t li, OI IAT OtIIAItOx f10N.:TAIS OtSIMt:.MT ►AIIYAj�0. I,.a W �� +�1 C031[LTDNI MI NWi 01 1,{A ASIn M.1 u •.r.....a vcr, nr ry v, ,.. ,.vr.. .vv-. a-. - • - • . •--:-, -- - - - - - "T3tN YAC( OI IRYiI, Atlb YYICS3 OINtAYII! IOCArlOOR SN 1 OtitlN, IOi iIOA IORA[CTOAt IU muxtxl, iSa Au, rAi sul w 1Nt3 tlu1u6 6Nm1us AauTAIcr1P aortulatlu ululauo +� CNO.P OUR.FAG/ 1.25 FRO;+j XD �Pi�E" +yJuduE �' � f,ilOMt�RIYOAYAAf 141TiSICUlAl1t101101,6�if TIIrR[HDA3� Iltil OP i,t Il01xA1Nf16x[A�tIIA lxli '�1�1•��I � --. SAa�' �OIl9�Ri�' I lu+lrrl bui/ sicilDl t. — 'SPACING 24.0 ,.. �� ripwl,a .. �... ..+�.a:.,,.w..�.�„ .e,.....--..t.�W�wr�n.{�,*y,."'�="'•�'N,...t:=,,:i.:b2�w'..a.r,. L ,� , �'T�.�t,sataly,'Irsyinl� 1s,�;`" . �to��ttra:tai% D ' hNl"AP dA G R Ipn""3itt+s x�cond �� �ry� � . * ��>attfoMtb�il iss ;�StE��� ,.} � YYh�ll ' 1 �` l�4 � �w,a •e�t5 ��•r MESIIG 'C�UT10IBM k"Ajj J nsa tli k! ° ult�n arra ,o � tur�.�j H[ -91, Summa Sheet a COMMENTARY and RECOMM DATIONS for TRUSS Pt.ATE INSTITUTE HANDLING, INSTALLING 8 BRACING;,METAL sea o'atr©Trio or„ su►te sgo �f PLATE CONNECTED WOODTRUSSES Madison, Wlaconiin 63719 n i! n (0011:0334900 INethare�oonslbfltfvofthelnsfollgaboder.bli/ngconfrectar.licensedconfM91or, truss Industry;, but ►nusi tlt�e to the "nature of res onsibildles m�er'ed be e cfororerectfon crontfg r) jPod f se_ M o etoctlile and orcne '�fhe lns�taller theTruss PlateMe at aBnsNtute,etbrii use l b eicpl ss g dis claims y re nsibfil y toride egas` b�,matalnlafeban' nacQdNro 0L mustexercisethe ad" high degree otsafetyawareness aswith any olherstructu'rat arising from -ilio Use,;app1 tion or reliance ,op the regommeddatlons std r material,TPldoesnotintendtheserecorrimehtlations,tobeinterpretedaseupekior' infomlationcontainedhBreInbybuild tngdestgnois,installers,endbthers.l:opydgiit - to the project Architect's or Engineer s design apeciliealio'vor handling, installing m by Tru5tt laid Institute, Inc, All rights ieserved.'Thts,documant or any part andbrecingwcodtrusseatoraParticutarrootor0oor:Thasorecommendationsare. thereof must not be reproduced In any toms without written permission of the' r C7�►L ' -' N�TIIC� ^ � Donal in the,wood ublisher. Print in the Unit fl States of basetl upon thn copective expekience of leading technical pore p C a lu Call MOMShIARd"r d. ► nt.. h.. jWn e, f l "'at(on� tfo' a ractnpMie�al tit Doll fllua f�irI ba can 1 TRUSS STORAGE *-1 n- r` lI�C1 6� i0' 8'•10' " ` �� ; W � 1 iv, . CA : 7iuitt�iiihii P e r 1 .. • to (GRODO913=STARR / BRODERSON [PGEj B3 PGE) TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUDNITTED BY TRUSS HFR.. TOP CHORD 20 DF -L #1 :T3 2x6 OF -L J2: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE. -w OT CHORD 2X4 OF -L #1 :B2 2114 DF -L #1&Bet.: 1C 0 24.00' OC, BC o 72.00" OC, :::Z WEBS ,2X4 DF -L Standard c.T DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. LATES DESIGNED FOR GUEN LUMBER PER'NDS•97 fABLE 7.3.3. 10 PSF BC LIVE LOAD PER UGC. I (0) THIS AREA OUTLOOKERS F GABLE AREATRUSS TO SUPPORTNED TO r TO SUPPORTSIDINGLOAD NOT TOP 70 EXCEED 10 PSF'; icz z ")LATERALLY BRACE TOP C116RD.BELOW FILLER AT 34' OC: 3 W3X6 Too W3Hip W5Xe a W2.5X4 S4, W2.5X4 0 W5X6 ar r (" en '4 r A T3' (") -L 4 w 1{52512:® a N2,5X4t� W3XGa W3X4A WBX12= W3X6(Al) in z W3X1O(B1)C.V q z ,. (0) Asa 24-0-1- z•a O 2�PJ 4" i_1 OR 20-0-0 Y 20-0-6 Ate.: 40-0-0 Over 2 SUppuFts-- _i R_42 1 PLF W-8-5-10 wN I Motet (11� P'151tg� Are W1.5X4 Except As Shown: PLT TPP: Ht h 5trendth11Wave` TPI -11 RNouA/11 INSTALLING Design Criteria: rPI STD CA/ -Ill -j -1'-1F Scale •.1875" Ft. P YARRIRO•- TAUSSIS 110Y11[ MGM[ CARL 11 r"911A. MAIMIG., 511SI11G, INSTALLING AMo TC LL -16.0 PSF REF 0427 •-37051 �1 1 ST IRAC11f), PUILISIlO 0T If ITAUSS IIATI `. 113ilTITI, i13 D•OIOPAfO ORa f11T0 100. HADIb01, RIS S31U1, FOR-SAFpI PRACTICES PRIOA TO /OIFORNIA{ TNttt f111tito+l, UILEfS OTItRYi51 I101CA111,'lot CMOID $#ALL RAIE PROPERLY AITACHID TC DL. 10.0 PSF DATE 09/25/00 N ,Nf STRUCTURAL 1 ull 1O1TOH CODAO SPALL RATE A FROPIRtY ATTACRID RIGID CE1L11i. 6C DL; 7.0 PSF BRW. tAU5R427 0026900e A IMPORTART•� FURNISH A COPT Or III DLlISI TO TML 11STAllAT10N COIFRACTGo. ALI I1"I'llGe �.; O .. FRCOYC73, INC. MALL GOT 01#UFO1StILE .POR NT 0p1AT110 ARTY" lM{S 0[SIQ1 G11V tALLURL TO - 1JD.S003 BC LL D.D PSF CA -ENG JCJ/GWH Cy WILD 711 1111SI3 IR CONAORNARCI NITR TFII DA FAIAICATINI, HANDLING, +NIPPIII.. 111TALLIIY APO .. i ALPINE; . *ACYIG or JAGS113, 1113 DISIO COAFOA"S WITH ARLICA/L( r1OVISIONS 01 ADS (NATIONAL UESIOI �y ColeIVICAi1GN FUDISRID 11111 AMUICAN fDA[St AOO FtIN1.1+YDC1A11DO) DUI TPI. AUINI Sa 25 2000 W C0111C1011 AI "m OP SOS& A31R-AESYSALO GALLA. SilEl: iLCCFT ASlOT[D. APPLE 0011ECTOAf To. * P * TOT.LD. 33.0 PSF SEAN - 20460 EFCM FACE Or TAUSS, AND URLISS oTA1NYIS[ LOCA110 OR lots 011141, POSITION CONNICTIIS PER nr RANIIGf IAoAd. 709 191L 011011 DUNNING INDICATES ACCLITAYCE M SAortsllola INGIIItRIA1 Gbit- _ " BUR.FAC. 1.25 FROM KD' �O0�t� l(SIO0f11ILl1T.,S011lt i0A 71CTOSS C0H00YLIT OESIGI SIOY1. THE SUItAIIITT ARD OSE O/ THIS q%LC —."eQI. AIp1DO3NRS01OlO.cn il�me.. Co1R01[1T FOR ART muciLAAYUILOINI t3TM1 REIPOIS111ittl OF PHI 101/0110 MILAN. PIR �F SPACING 24.01, DRfllgl t•11o3 i[Li101 t. a THIS ONG PREPARED FROM C@PUFER INPUT (LOA" 101NENIIONS) 5UINITTED BT TRUSS NPR. (8R000913.STARK / BRODERSOK - BRoD0913••STARK B (PGE1 84 ) TOP CHORD 2X4 OF-L i1 2 Complete Trusses Required DOT CHORD 2X6 DF-L SS NAILING SCHEDULE: (0.131x3,0:.9J1a11E) �\ NFBS 2x4 DF.L StlRdacd :W5 2x4 DFL ,f1 ` TOP CHORD: 1 ROW 0 11+ o.c, LA7ES DESIGNED FOR GREEN LUMBER PER MOS-97 TABLE .7 j3.3, UOT CHORD. 1 ROW E 12+ o.c WEBS , 1 ROW a 4, o.c. EQUAL(BETNEgfi ROWS ADDITIONAL LOADING PER TRUSS FABRICATOR INEEACH ROWPTo AVOID SPLITTING.,ACING AND STAGGER MAILS f.............. ............. .........-, .. a.AC - From 40 PLP At 5,00 t0 40 PLF At 20.00 .SEE DNG'GBLLETIN0699 FOR MORE REQUIREMENTS, '530 From 11 PLF It 0,60 to 11 PLF at 26.00 -- o 'C 218 LB Cone. Laid At 5.00. 21.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON NEHBER. D DEFLECTION MEETS L/24D,00 LIVE AND:'L/110,00 TOTAL LOAD. r IN LIEU OF STRUCTURAL PANELS OR Rf010 CEILING USE PURLINS: 70 BRACE TC TRANSFERS 45.00 PLF ALONG TOP C96RD THROUGH'TRU55 TO SUPPORT(S)' WHERE Al 24.00- OC, BC 0 72.00" OC, n IMDICATIApMRAG1 A O CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD;' U S1> 10 PSF BC LIVE LOAD PER UDC. ++ THE MAXIMUM HORItONTAL REACTION IS 1980] "` (K) 2x4 DF-L j1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD' WITH 2X4 ALPINE PLATES Y 24•oc. THROUGHOUT PLUS HEEL Its THIS TRUSS 15 CESIONEO To SUPPORT 114. OU'LOOKERS AND WSX6Am PLATES AS SHOWN. !(e SIDING LOAD N07_jQ�16EED 10 PSF E FACE. (K) (K) ( ' 9 C -~H4X4r N6X6ft ;U) -633# UPLIFT CONNECTION REQUIRED. A W394: to (A 4 W4X6,o� W5 C uy _ ez 1106= 163X4 NSW— 82X6 N W06(Al) la N4X6(Al) (Ut.a.0 a� =zDal 2O x 20.0.0 J ..e 40-0.0 OVep 2 Supports ) Rh-+/•136'.9 PLF j� 5-B R-247 W-5.5 ' R�378 PLF W�34- OVER I4•5.0 SHEARNALL N9te A"1' rtes Are 161 5X4 Except As ShONn. CA 1 F Scale -.1875• Ft. a:; PI:TiTYP"'Wive TP1.95 R Desion Criteria- TPI ST0 19.0b2 - NA16 16 —1— •101116 li?Ate( to 11 t1M1u1101, nMtO/. will 11. 11 r t 16 Av1 TC LL 16.0 PSF REF RA27-•54263 • I r' "i,d• Beetles, Iflw To Nu+Ic ossKitl'IPIT.It11I-Anelal16Y. rnurNUl Ir Tot mass nul TC-.DL 10.0 PSF : DATE 10/12/.00 O� lonlfYil so) e•loaele t�., f11i1 711, MOIta, n . Top C1 , tot t&tIM rneflCts r11M U �. 1141mols� lelll /66CTla4 lMllsf annllR UIIGMD4 TOP CYo16 tout RaL Malµt A1TAaT) =, r , MUIVRa PA11lt, IITIM Cillte tall IPle A NnJALI AITACs11 4/91e Ce1lIM. _ •.InIATnrt•P ra11116-A'.CAPr a Telt olslel to Tet INtluMael CMTILVI's, &tout Its 11Aetl BC 'DL 7,0 PSF DkN CAUSRttI 001Ed01a '. 7v: ., A'AOv0s,,. IID, $"It.act II lttlaalLt la Mr WjAjIeo rIM IM 111316el 'tor'-#Alto$$ Is 5 0C LL '.0.0 PSF CA-.GTP/CWC: ., '.� :^ Ii1lI 1161 7116(1 10 9000"AM Ills fillet r"AMINF. vAIMUI. 111NIM, 1161&ttlls A16 r X�� nalµ u funis, rut wnu canto nn ArnrwuatMntw or III pAnetAt owtl TOT.LD. 33.0 PSF SEON 22098 soulnw)et 1111ia[11f TRA Antle.I rant AM RrILL A140C1►T1441 ho ntC uP111 EF NBIC91 P 10111fou AeI not or BMA AITN nu uu oAu. arm^ uuot At Polio. ,u1ty ca11elou to /Au An orT16cs, vo eon Iirtlrlte tMAtn a. Tti� nu16. g1n1a tonlnys n4 uwt1n 166 All. Tot tut to lots ts"lls Isosceles "upla" lor'1lorulls"t tellollolM DUR.F'AC. 1.25 FROM KD stsrustluln teat to let nuS C1R16IIIr Muu owl. nl IYITAeutiv as la or fat SPACING 24.0' �olaeLa 1'1911 1. leo. wood T ra YC PARTICYIAA 111111116 is Tot atmotm1tIT1 Yr IM.IYI'Isms 11116614, rel - -• IIL-. BKL.,.w°e""�l�Y AvuAn A•un ucna tr - - •' ' SPAN � MINIMUM PITCH TOP CHORD LATERAL BRACE SPACINO(LB TOP CHORD DIAGONALBRACE, I SPACING (Des). * "UISo U to32 4/12 8' 20 15 s Over 32''• 48' 4/126' 2.5 .. _ 7' 17 12 10 7 Over 48' - 60' 4/12 5' 6 4 Over 6o' -Seo a registered professional engineer DF-DouglseFir-,Lerch SP Southern / HF • Hem -Fir SPF • SPruce-Pine-Fir " Continuous Top Chord `AII lateral braces Lateral Brace-�` ,i lapped at least 2 Required R trusses. 10' or Greater Attachment oj r Top chords thalerp islerellr buced can bUckis togelharand cause collapse illhers isno dlago- I I f not bracing. Diagonal bracing should be filled i to the underside of the lop chord when pudihs PITCHED' TRUSS are attached to the topside oftha top chord trz-�s�'wF'aa''.. Dnp L ,%".-et.sa h �° ed ars G; n u o rags fi trusses o� tb ►I ouifi teeu�t�ln WA M , R Q' Fril l a til_ 1 oc lmmen �i br dln�s TOP CHORD MINIMUM. TOP CHORD oMoNALBRACE PITCH LATERAL BRACE SPACING (DBS) SPAN DIFFERENCE SPACING(LBS) # trusses SP'DF SPF AIF Up to 28' 2.5 .. _ 7' 17 12 Over 28' = 42' 3.0 6' 8 6 Over 42' - 60' 3.0 S' 5 J Dvor50' See a registered professional engineer MINIMUM SPAN PITCH BOTTOM CHORD LATERAL BRACE SPACING(Leo BOTTOM CHORD DIAGONAL'b CE ;SPACING"(D90 tosueaea), Up 10 32' 4/12 15' 20 1 15 O, v321-481 4112 1 15' 10 1 7 �., G".!ur 48' • 60' 4(12'I 15' 8 1 4 oV3rBo` Seen registered rofessional'engineer SPAN 7OPCHORD MINIMUM LATERAL, BRACE DEPTH, SPACING(LBs) TOP CHORD DIAGOHALBRACE SPACING.(DB,) *irusses -.e P/DF .SPF/HF U. 30" 6' 10 10 Ove 32' 42 6 6 4 rOVer48'-60' 46'1 5' 4 2 OVer 60"1 Seo`a registered professional engineer J 2)(4/2x6 PARALLEL D(ti)' Continuous --- Chord 1/4" 1' C ORD TRUSS H OMCE Top - LATERAL BRACE SPACING (DBS) Letoralt3race Required T = SPACING(LBS) 1 Virusses]' Top chord■ that aro laterally braced can buckle together.ndeaueecollapectltherolonodlaoo• 10' or Grantor 72" SP/DF SPF/HF,- U to 24' 3/12 nalbracing. Diagonal bracing should banalled 17 12 " Over 24' • 42' 2112 T 10 6 to the underside et the top chord when purlins 3/12 6' 6 4 Over 54' .are attached to the topolds of the top chord. rotossional moor J 0/50 D(ti)' TOP CHORD 1/4" 1' TOP CHORD IDIA60NAL OMCE 21 MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) 1 Virusses]' 1.1 /4" 5` 72" SP/DF SPF/HF,- U to 24' 3/12 a' 17 12 " Over 24' • 42' 2112 T 10 6 Over 42' • 54' 3/12 6' 6 4 Over 54' See a registered rotossional moor no mon , \la`, .. .�--:.,__e nK_hmmlws:Ffr_Lwrch SP �.Southern'P1ne %�' �� D(in) 0/50 D(ti)' 12" 1/4" 1' 1 1z, 21 36"_ 314" 3- 48" V 60" 1.1 /4" 5` 72" 1.1 2" 6' 96". 108" 2 n 9 _ � s tlttiftttt:ft i t SCttiiFtih: if R +•t.i1i i i It: t:'t! it ...... _.. .. ... :. -.. - ... Leaeerot tYJi 0200 or 21 4 ' L(in) L(inj UO III- ................ ..4i.t...aI Loaserot U200or2 4r ! L r or 0m. n L In 200 L(It) " " - Trt7aseamusthavol m D/5o or z, LI 20o Ln (I) U r C : :- r e boil - 01, ill � r- belortetrtodlolh.h. f ._ CV7 Y, C, n �t YM 1 16:7 Continuous - xotlial diroc9lon to use —{{ 5o a e' y aximum r „ o M PIIImb � -- - � t s brace s acln o _ z _ 6 3 250.11-114"-120.0', L latera brarin S h1_ _t? car�r.1 ( 9 Mis la ,t u i 300" 11/2" 25:0. 01W ? p Lisle 150 3/d 12.5 I CDF FIRE SAFE REQUIREMENTS Aed X, �n a AP# PERMIT ;# NAME _ i Under authority of PRC 4290, the following checked items are required These re irements are minimums and will b made a part of this permit... y the Butte Count Fire Department and are 4u a superseded by Butte County local regulations which squal, or exceed these standards. Field' inspections will be made by the Butte County Building Department for compliance. [/(] 1272.00 Maintenance of Defer.3ible Space. To ensure continued � maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible spice provided_ for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface. All driveway surfaces and structures -(bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing, nclud ing sedans and fire apparatus weighing up to 40,000 pounds; 1213.03 Grade. Not to exceed 16 percent unless paved., 1273.04 Driveway Radius [J 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional Sur- face width of 4 feet shall be added to curves of 50 100 feet radius; 2 feet to those from 100-200 feet. [] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet, (1J 1273.05 Turnarounds. Ifrequired, will have a minimum turning radius of 40 feet from the center of the road. f] 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 3' [M 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearanceof15 4 Oo AP # PERMIT # NAME+ (�thaer Requirements ] If Build ino;Setback ;s 15 to 30 Feet --Class A or B roof - Enclosed eaves (�] f Building Setback is `Less Than '15 Feet oose Metalaor no doors onsideproperty line Y g �' with insuffi- cient zisufficient setback Class A or Broof with enclosed eavea Interior automatic sprinkler system per NEPA 13D Glass area not,to exceed 10V of wall area toward property line with insufficient setback Siding from the following List: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials' / � _ Z.S'r CSD O✓�C�J Date Signature Page 3 of 3 [11 1273.10 Turnouts. Driveways exceeding 150 feet in length, but "I less than 800 feet in length, shall provide a turnout near the midpoint of the driveway, Where,.a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all [ building sites on driveways over 300 feet in length and shall be within So feet of the building, 1273.11 Gates [1 1. Gate entrances shall be at least two feet wider than the 'roadway it serves. f1 2, The gates must be located at least 30 feet from the roadway, and shall open to allow a vehicle to stop without obstructing traffic on that roadway.' l 3_. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be. used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1, All parQels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory of the road.property center buildings from ul]lines and/or the (i(? 2 For parcels less than 1 acre,, local jurisdiction shall provide for the same practical effect: See Other Requirements below. [l 1276.0`2 Disposal of Vegetation and Fuels. Disposal, including' chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction sr f_aal inspection of a building permit,