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066-050-007
' II 066-050-007 02-1598 MADLIN, CAROL i, 5— ANDOVER, MAGALIA CONT: MATT PHILLIPS NEW SINGLE FAMILY (3BR) ' COMCAST 03-3689 61 COMM, _ SEE ATTACHED, PARADISE Cont: WESTCOAST COMM PLACE CATV POWER SUPPLY 0: ' I } 5 .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 4 2 ?�,,T ASSESSOR PARCEL NUMBER SEE ATTACHED ZONING BUILDING PERMIT OWNER COMCAST COMMUNICATIONS TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4350 PELL DR SACRAM= CA 95838 CONTRACTOR'S NAME WESTCOAST COMMUNICATIONS CI TELEPHONE 1343-2473 CONTRACTOR'S MAILING ADDRESS 140 MEYERS STRFEr CHICO CA 95928 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00' ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee $ Plan Checkin Fee $ BiLINVA,IA LOCATIONS --- SEE ATTACHED Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PLACE 19 CATV POWER SUPPLIES Gas piping system 1 - S outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 19 23.00 437.00 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-7/ ryPSO License Class C — (� Lic. No. / L.LE ! I ilk J OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P kY P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. BMS.3.5aSO FT. NO -R SID. MULTI -OUTLET @7,50 APPARATUS d SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 00 SAL @';50 Ex. Occup. FIXEDACRES1PPUNS OR oFIXE. RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ • 00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ 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.) 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' ompensa ' provisions of section 3700 of the Labor Code, I shall forth I h om ith se provisions. t� X Date U .— 4 0 � Signature Applicant - ❑ Owner I' 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 s Energy Inspection Fee $ occ CONST. TYPE ,wz. D _Es IMP FLOOD CDF PARCEL pp HD ssU 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. ate a PERMIT EXPIRES O p� ate Receipt No. WHITE-D.D.S.-B.D. NARY -ASSESS P -I PECTOR GOLDENROD -APPLICANT F NOTES RESIDENTI L 066-050-007 m 2-1598 PERMIT Nl. -' MQpLIN, CAROL:,..—: ' • �.�.... �' ,r /3g,SANDOVER, MAGALIA ;3 CONT: MATT PHILLIPS 4 • t NEW. SINGLE FAMILY (313R) •3� -..L„�.•'-a..'-� -----rte--'--- , f'�:2 5 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUS.ING LETTER t t OFFICE COPY s GAS � , Address Me er By Dat ,+ ELECTRU 5 Meter B i JOB FINALED (Date) v� 1 ' Signature i J � ' r 1 L. - SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUS.ING LETTER t t OFFICE COPY s GAS � , Address Me er By Dat ,+ ELECTRU 5 Meter B i JOB FINALED (Date) v� 1 ' Signature V=OK 0 = Not OK , = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. -Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/. /Amp -Concrete Date 6. Gas; Location -Test -Wrap; / /" L'ft. f / P Nat. or / /"L"ft./ /'LPG Date 7. Well Clearance & Disconnect Date 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date 3. Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements -Setbacks -Easements''. Elec.; Enclosures; Conduit Entries -Terminals -Listed 2. Footings; Size -Spacing -Marriage Line Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Gas; MH Test -Demand -Valve -Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances Health Department Approval 5. Drain; MH Test -Fall -Flex Connector Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector Light Niche 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch Card B-1 Date Card B-1 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 A:.�ly r. 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 r 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date underfloor (Plans) OK except #'s Zo -Setbacks-Easements-Flood-Slope tg..Main; Soils-Elec. Grnd.-/ r Ftg. Depth t , Garage; Soils-Steel-Elec. Grnd.-/lr /" Ftg. Depth tg. rches & Decks; Soils -Steel-/ I /" Fig. Depth emwaIts, Main; Steel-Blockouts-Wrapped walls, Garage; Steel- Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel B. P_.%WV.; Fall -Fitting -Test -2 Way C/O -Sewer Test f7 Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 18�ums & Ducts; Clearance -Material -Support -Ins. rders-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation b - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PIUMBING (Permit) OK except #'s Htr.; Vent -Access -Combustion Air Baffle at )pe; Test & Anchor -Nail Protection r .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Teo Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EVWfBICAL (Permit) OK except #'s ix & Transformer Clearance -Ins. Protection 2aegiec. Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled x Installed Close to Edge of Studs & C.J. 7 quip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / as Cu or At Date 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insul ed Neutral ❑ Yes ❑ No Hpv§'ers-Post Caps -Anchors -Connectors - 31. r ' e -Riser Conductors & Ground Main Disconnect 3 quip. learances Panels-Motors-Mech. Equip. ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 33. FWI<esCIoset Light -Shower Light -Spa Light 3 oke Detector Date Card B-1 Date Card B-1 Date 54. St ; Width -Headroom -Rise -Run -Landing -Fire Protection Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 1.515"GiaArea-Glass Protection -Skylights -Plastic 36. Vent Fan, Exhaust above insulation Q 37. Condensate Drain & Overflow, Size & Grade ltration-Walls-Windows 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Date 3 tic Access & Platform if Furnace in Attic E eps-Door & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting Date Card B-1 Date Card B-1 Date fid' F' place or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date MING (Permit) OK except #'s M-flec. Outlets & Receptacles at Kit. Counter Sit aper Materials & Anchors . Garage Fire Door; Swing -Landing -Closure a tuds-Nailing Spacing & Braces -Plates -Sound WOrWtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection eao4 Walls over Girders & Floor Nailing 7 P ., Elec. & Mech. Equip. Listed for Location r p'in Walls (rat proof) 4 Fir tops, Furred Ceilings -Stairs -Chasers -Tubs 0(r- 4ard Rails & Deck Construction -Post Caps eaders & Beams -Size & Bearing y CI arance Looked under Floor ❑ Yes Date FRAMING (Continued) Hpv§'ers-Post Caps -Anchors -Connectors - Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. uepl Ties or Type AFlue-Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles M. Windows or Exiting Doors -Sill H ions Gar Fire Protection Framing ro rty Line Firewall & Openin Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. St ; Width -Headroom -Rise -Run -Landing -Fire Protection PlyWe6don Roof Overhang -Attic Vents -Ratter Outriggers ng -Nailing Veneer 57. S o Mesh -Drip Screed -Fd. Vents-Underflr. Access 1.515"GiaArea-Glass Protection -Skylights -Plastic �Jbear Walls; Nailing -Bolts Q BraSp. Interior/Exterior Wall Panels nsul -Walls-Ceilings ltration-Walls-Windows Date Lf o Date T %y CardAOIF7 Date Card B-1 Card -1 Date Card B-1 Date FINAans) OK except #'s E eps-Door & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 7 .I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails fid' F' place or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. YQOO'Ki Fixt. &Appliance; Ground -Air Gap -Cooking Clearance M-flec. Outlets & Receptacles at Kit. Counter . Garage Fire Door; Swing -Landing -Closure 49:�A . Duct in Garage -Damper WOrWtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection 7 P ., Elec. & Mech. Equip. Listed for Location Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 0(r- 4ard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CI arance Looked under Floor ❑ Yes 99 -"Following Insild./Drive :)Yes !gJo/Walks Wes J NWPlanters ] Yes O No 4Q—.Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings b6- ter Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House lass Protection orrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric W Sewer Connected -C/O to Grade -HD Approval rgy E;ppompliance Certificate -Other Certificates e Date r ddress Posted Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES a: 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 A*.c CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the i*- 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. ax -r� 111141 vn I"r V. REV 10/92 a::.......,., �.,..,, .......... COUNTY OF BUTTE BUILDING DIVISION ;A DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 3 7 County Center Drive • Oroville, CA • (530) 538-7541 it CORRECTION NOTICE 15,C) OWNER 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 compl ted. If you have any questions pertaining to this matter, or need additional explanation, Y ple a contact this office immediately. :. -k xA r I i..,j " r P .St -d.- •r, 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 OWN R / I PERMIT NO. t 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. 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 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 thispffice immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411.Main Streef - Chico, CA •-(530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 j L CORRECTION NOTICE OWNER } :r• 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 Date Inspector REV 10/92 / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERN%�M �4 (Rev. 12/96) APPLICATION AND PERMIT aR"1,F ASSESSOR PARCEL NJMBER - 066-0507007 V ZONING �e, BUILDING PERMIT OWNER M-DLIN QE-,RQL .872- TEUEPHVNE % 233 SO. FT. OCC. BUILDING VALUATION 1873 101,142.00 OWNERS MAILING ADDRESS 945 DEER CREEK LN. PARADISE CA 95969 CONTRACTOR'S NAME MATT PHILIPS TELEPHONE b76-1902 92 1,196.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 681.30 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 44 _qp BUILDINGADDRESS _(,� .C'JCCJ anQ dover, maal' Energy Plan Checking Fee $ 23, Q $ PERMIT FEE $ 1167.48 IAT NO. SUBDNIS ION5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF )7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap Q 7.00 70.00 Solar or heat um water heater 23.00 Water piping 15-0015. 00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New1b Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work- 1I-51 SINGLE FAMILY (313 Gas piping system 1 - 5 outlets 15.00 Building sewer 15-00115.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR UE Main Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ® I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service Zoog TO ioaoA 46.00 NEW CONST. OWEWNG OCCUP. OR ADONS. ( a ACc. Bins. SO 3.5¢x: 82-4-3 = EDsIUT_ MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20@''50 SAL @ .SO Ex. Occup. .P'ETSDA Aa oR� 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' compensation, insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) IN I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X L.:el✓ Date 6 - Signature of Applicant - 10 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over deep and demolition or construction of structures over 3 stories in . ht. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 25. 00 Hood 6.50 6.50 Ventilation PERMIT FEE Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TO E $ HV FVD F PARE VF This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have .kd// By , PERMIT EXPIRES ON C� applicable provisions to do work been paid. D to [ [ Z/L72— Dele Receipt No.2— y� 3 �� WHITE-D.D.S.-B.D. CAN&Y-ASSESSOR 4INK-INSPECTOR OLDEN ROD-APPL ANT -r .... �`c.,.' ,".:R.j,,,: ."+i9'.3 � «..J7�AAa^'c'raw.s'+t.dn�+.a". �'.✓�.:� ..�i`%b�W'-�:7aV'bgr"+ar""'«'w'_.""q"w"""""�%S:isi.«-...._. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA} 95965 Phone (530)538-7541 Fax (530)538-2140-- J PERMIT APPLICATION DATA SHEET /� OWNER: �i i� �(/I /S�'i <„?' , :' j 6 - 0 � .ASSESSOR PARCEL NUMBER /}{� Proposed Building Use: / ' �V op- Counter Technician: �1 ` Date: Items required in order to apply for a permit. -All boxes MUST be checked OR marked NA in or er Fo apply. lot plans, 3 or 4 sets, signed by the preparer of the plans. PAJ I ..Complete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 7anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. M�etal buildings: (A) Metal Building Plans, (B) Foundation plans sand calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ' Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other :Rema'ting items needed to issue the permit (May require additional plan review upon receipt of the followin items.) Fees as shown on the attached Schedule of Fees Due Sheet...................................:1. ❑ 15. Statement of Intent for Non -heated and A/C Buildings ..................................... MjE7u,6. Sanitation and plot plan approval from the Environmental ealth Department in �� i2-�- ❑ U. City of Chico Plumbing permit ........................... ......... .. ❑�18. California Department of Forestry lana royal aid. Se p� !� y U...'...... p try P approval is �......... ❑ 19. Planning approval for (A) Use: 0 K_(B)Parking: (C) Parcel Check: ❑ Contact Land Development about ❑ Improvements, ❑ Drainage .............................. COgL-Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupan 62'2 C' ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ...... ........:................... ........... ❑ 25. O er-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 4028. etter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... 101 NIM Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: / When issued Telephone A and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 16/-f/ ” 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by Vphone, ❑ mail, ❑ counte, Date: - �- Plans reviewed by: Date: Plans approved by: C:,_y Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: -23 -QZ ' Yellow: Building Division E.N. USE GkLy Plot Plan Arlachad May Plan A Sam I's S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ld D(o( n -()Sp-w i O ner Location AP# Plan Approved fo Sewage Disposal i�q Water Supply: Publie5j_ Private Well Clear forwelling. Other no Hold final for: Final clearance O.K. for: Q NOTE: tai Healtfi Specialist 8/96 lk� Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ctt, O ( A s OF FEES DUE PROPOSED;Balance DING USE Ale -i 3/.3A- DING PERMIT FEES/ y3 Due ....................... $ G �3 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. CHOOL DISTRICT FEES aid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ b Um Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V/7. SRA FIRE INSPECTION AND PLACHECK $89.00 (paid at Building Division) /".1� 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 1"f6 - OL - v� A.P. # DATE RECEIPT # DATE REC. 3< (A45-3 ll I ��-zo- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT �. DATE b - ice- 0Z - Pursuant to Government Code Section 66020, you. are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) o %3 T,rE' o 0 0 RESIDENTIAL PLAN 0 REVIEW GUIDE c ''�, �..:.-0 SINGLE FAMILY, DUPLF.XAND MISCELLANEOUS ONLY Owner. � � C(G��'" "' Building Permit Number: 25 a7 -- lZ5 1 Plans Examiner: Lt.iactn' 51 -mon A. P. Number:�„ C � 61 to -" 6o-!% E-NEPLA L: Zoning requirements — (number of permitted living units). Plans signed by the designer. ' Proper description of work on the application. Existing violations on the property. lecorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andlor drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fen ❑ Federal :did Route andlor Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) ,%.00R PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 ' 104tu ', of naral light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shell be 20*. When windo%%s are prodded as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glaring 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 dM 7 Leet measured to the lowest proiection 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 &et in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters "hich 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 abeth 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 ebedrMM of in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code seCtbn3044 Garage firewall separation - required on garage side including supporting walls and posts (Unilbtm Code section 302.4 exception #3). U, nder no circumstances shall a private garage have any opening into a room used for sleeping purposes . (Uniform Building Code section 312.0. Vood stove location - Alcove — UNIC section 205 confined space & 223 unconfined space & 304.2). make detectors (Uniform Building Code section 310.9.1). Page 1 of 2 j y , e' er i?zcecC �� ��s 122"9x /L 1���/ Fater closet clearances (Uniform Plumbing Code 408.5). Code 412.7). bowrtm er compaent tnirtimri�edl024 on masosq.n or concrete foundations& 30" circle (Uniformlumbing that shall be of efficient size to support 17. Bearing walls shall be s ppo M RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 8 icer from each end of a b l Braced%211 panels shall start at not more than raced wall line. Btatxd wall Panels must be in line or offset from each other by not more than 4 feet (TIBC section 2320.11.3). 2010Spacing Braced exceed 34 feet on anter in both the longitudinal and transverse directions NB _• 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, signatxue, 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. Code Table 18-I-C�. 4. Foundation plans complete enough to construct building (Uniform Building 5. Floor construction details complete enough to construct building. 6. Elevations and wall consuucbon details complete enough to construct building. 7. Roof construction details complete enough to construct building. Fueplace construction details and calculations if necessary. Garage door header size(s). . Porch header size(s). Zppical header size(s). . Strad heights. High expansive soil —special foundation design required. . Retaining malls requiring design. wallboard nailing inspection required. If the area below the lom•esi floor is fully enclosed, than a minimum of two openings are required with a total net area of at ]cast 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 registeard professional engineer or architect that the design mill allow equalization of hydrostatic flood forces on exterior malls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shom•n on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MOCELLANEOUS ITEMS: lStairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Foam insulation — protection. VW# 36" halls and stairwaYs (Uniform Building Code section 100.4.3.3.2). r 7-wo exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. ergy design compliance and supporting documentation. D �j CDF responsible area requirements. WELDING PERMIT REQUIREMENTS: 1. ❑ SRA. U' 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. PZCe - �f = BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ` (One form per Building) School District S -b Building Department No. A.P. Number 0, L 'o V Jurisdiction: City _ County Property Owner Property Location/Address P Subdivision Lot No. ............................................................................................... Residential Development Sq. Footage / .12 -21 Noorf Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # i '(No foundation inspection); :.................................................................................................................. Commercial/Industrial Ne - a.. Addition :•+;. ,_ .._... t:. Building Department Representative Sq. Footage (Including'Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. 9-71 ,( School District certifies that ��jn I�Ia4 (Applicant) 7 (Street A dress) (Phone Number) (City) (State) has complied with the requirements of Resolution No. representing 14�1 3 square feet. School District Repiesentative Paid by Check # � Remarks: 0 Code) by payment of $ 01, 1 `2,- 11AB 2926 $ FULL MITIGATION $ 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 (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm SITE PLAN REVIEW APPLICATION Date: 6—`2_4�; — 0 2 AP# Permit Number (if applicable) D2-1598 0r=Cr,- 050- 007 APPLICANT INFORMATION Parcel Size: Owners Name: 1_1 G A f-) O L Owners Address: C) y S b l✓ 6tS' C.T2 ESlC LJ J , PAeADI S'r; 9596-9 Telephone No.: Situs Address: A nJ fl O -VE (Z -he _ Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved in Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: H Snow Load Area: - .ZotSC� 'TO 2 S &0 -P-1 ❑ Land Conservation' Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: IX j • Flood Panel No.: Q Lq (3ri) �2– Index Date: – 8– ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: I � — ) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning CodeStreets & Highways Fire Prevention Subdivision Map Front p L Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 JR Subdivision Map/Parcel Map: enrLg1�1S6 In jjt-�) Map Date of Recording GI)-lLI-7) Lot: 2 LJ Book: -2-S� ❑ Use PermitMinor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 'S % b0 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 LOERKE INSULATION CO., INC. Number and Street INSULATION CERTIFICATE nountv SubdMalon Lot NuFnber DESCRIPTION OF INSTALLATION 1. ROOF Mate iters (inches) 2. CEILING Batt or Blanket Type Fibemlass Batts Thickness (inches) 15 Thermal Resistance (R Value) Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. I S b. Minimum Thickness I6 - 9 5 inches. Manufacturer's Installed weight per square foot to achieve Thermal Resistance (R Value) 3Pj 3. EXTERIOR WALL Material Thickness (inches) - 5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION I h reby certify that the bova Insulation was installec(in.tr w the current Enerr�ggyy�fflcien Standards for resr F Regulations) 'as indicated on the%erfificate ofmpliance C.L.#499150 `,� � `� –l�em Mona re.Date Signature, Data flem Ws— Signature, 11afte Brand Name Johns Manville cam, Thermal Resistance (R Value) t V I Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) in LOERKE INSULATION CO., INC. n ng u n ctor o. Name)r General Contractor (Co. ame) Or OWner Gene l irm&ntractor (Cor me) OrOe Or Installing Subcont ctor(Co. Name)r General (Co. Name) Or er NorthStar ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Warren Residence LOCATION: Andover Drive, Magalia OWNER: Carol Warren JOB NUMBER: 7772 DATE: April 18, 2002 CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No North Star Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of North Star Engineering. BUTTE couNTT WILDING DEPARTMENT Page 1 of APPROVE /3 1/,/ L hmlG D/ V. Corn).- am ®rthtt BY: SM/JR ENGINEERING DATE: April-02 JOB NO: 7737 PG. 2 of PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf FRAMING 5.0 psf INSULATION 2.5 psf GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf DEAD LOAD 17.0 psf SNOW LOAD (Po 30.0 psf TOTAL LOAD 47.0 psf 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 LATERAL SEISMIC: Zone= 3 FOR LOADS R= 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = SD FOR STIFF SOIL PROFILE I= 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16,- Q Cv = 0.54 . PER UBC TABLE 16 - R Ct = 0.02 FOR ALL OTHER BUILDINGS Cq = hn = 22.0 ft 14.5 psf 0'-15'= 0.62 15'- 20'= T = 0.20 secs 0.72 25'-30'= 0.76 30'- 40'= V= 0.54 *1/ (4.5* 0.20)= 0.59W Vmax = 2.5 * 0.36 * 1 / 4.5 = 0.20 W Vmin = 0.11 * 0.36 * 1 = 0.04 W For seismic zone 4: Vmin = 0.8 * 0.30 N/A * 1 / 4.5 = N/A Max sw%= 10% UseV= 0.20W Lw = 2.7 ft AB = 2450 ft^2 _ -- r(max) = v*(10/Lw)= 10 % * 10 / 2.7 = 0.38 p = 2 - 20 / (r -max * (Ab)^0.5) 2-20/ (0.38 * 2450 ^0.5)) _ E = p * VW = 0.20 W PER UBC EQ. 30-1 NETFORCE= 0.20W/1.4= 0.14W WIND: EXP = B SPEED = 75 mph Cq = 1.3 qs = 14.5 psf 0'-15'= 0.62 15'- 20'= 0.67 20'-25'= 0.72 25'-30'= 0.76 30'- 40'= 0.84 1.00 ,METHOD 2 DESIGN PRESSURE Cq*qs*Ce = 11.7 psf = 12.6 psf 13.6 psf = 14.3 psf = 15.8 psf General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ®rthStar 20 DECLARATION DRIVE ENGINEERING cHlco, CA 95973 BY: SM / JR 530-893-1600 DATE: April-02 - FAX 530-893-2113 JOB NO: 7737 PG. of J General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: sc, DATE: o JOB NO: —7 —7 PAGE + OF NorthStar ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w \07 595) 0 ic� < w d) < < ! 1-01 .:,� -o =1 �: a.0 - o w LL y m z l\tT BY: r 'i ` i R— DATE: 1' �T — J Z. JOB NO: i -, ! —7 PAGE �OF ENGINEERING Civil Engineers -Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: ,^. i i -... . . DATE: �- JOB NO: PAGE OF ENGINEERING Civil Engineers• Planners- Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 BPACED WALL SCHEDULE 1/2" GYPSUM WALLBOARD ON STUDS SPACED 0 24" O.C. MAXIMUM. SCREWS 0 7" O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x QDRYWALL BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 100 / FT. "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED ASTAPLES, I" CROWN x 1-1/4" LEG. CROWN SHALL BE IN LINE WITH FRAMING MEMBER AT 3" O.G. EDGE, 12" FIELD, ALL WITH BLOCKING REQUIRED 9b ALL EDGES. CAPACITY 200 #/FT. 3/8" CDX PLYWOOD ON STUDS SPACED A 24" O.C. MAXIMUM WITH 8d Qa 6" O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 260 #/FT. ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD ON STUDS SPACED 9b 24" O.C. WITH 8d 0 6"' O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL AMAXIMUM BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. INSTALL 1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN. EMBEDMENT 0 PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL HOLDOWNS AS SHOWN ON PLANS. 7/8" 5TUCC-0 ON STUDS SPACED P 24" O.C. MAXIMUM. NAIL OR STAPLE TO ALL TOP AND BOTTOM PLATES WITH NO. 11 GAGE, 1 1/2" LONG, 7/16" HEAD OR ASTUDS, NO. 16 GAGE STAPLE, 7/8" LEGS 0 6" O.C. MAX. TO ALL STUDS, AND TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY = 180 #/FT. NOTES: I. FOR A, ®,A AND A : NAIL SILL PLATE TO WOOD FLOOR (WHERE OCCURS) WITH 4-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. 0 4'-0" O.C. MAX. SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH I BOLT LOCATED WITHIN 12" OF EACH END. 2. AT INTERIOR WALLS FOR A, ®,A AND A: ANCHOR BOLTS MAY BE REPLACED WITH 1/2" H1LTI-KWIK BOLT KB2-3 1/2" EMBED. AND ONE BOLT 0 12" FROM EACH END. SPACE 0 48" D.C. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" WIDE AND 10" THICK (INCLUDING SLAB THICKNESS) UNLESS OTHERWISE NOTED ON PLANS. 3. FOR > < : INSTALL ANCHOR BOLTS AT ONE-FIFTH POINTS (3 BOLTS PER PANEL) 7 i -2--7 NorthStar Engineering Title: Job # 20 Declaration Drive Dsgnr: S�2 /J �� Date: 4:41 PM, 1 APR 02 Description Chico, CA 95973 Scope: Page of Rev: 550100 User: "0'003075, Ver 5.5.0, 25 -Sep -2001 Page 1 Timber Beam & Joist (c)1983-2001 ENERCALC ngineering Software dAprojects\7737 carol warren\7737 warren ecw -..,sem _-x'. _..,..s,s.,� � ...<>�:r•:-,. .s....,..>.:t:;.--.r:::=e.n ..�_...,.. ..,_._---_:,��a:_�n._rY.��e-�srs�c: Description warren residence Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements I BM1 SM2 BM3 Timber Section! 5.125x56:5 3.125x12.0 6xi4� Beam Width inj 5.125 3 1-25 5500 Beam Depth in 16.500 11'2 00 13.500 Le: Unbraced Length ft 2.00 2.00 2.00 Timber Grade )ouglas Fir, 24F - V Douglas Fr, 24F - V Douglas Fir - Larch, Fb - Basic Allow psi 2,400.0 2,400.0 875.0 Fv - Basic Allow psi 190.0 190.0 85.0 Elastic Modulus ksi 1,800.0 .1,800.0 1,300.0 Load Duration Factor 1.000 1.000 1.000 Member Type Glul-am Glul-am Sawn Repetitive Status No No No Center Span Data- ataSpan <.".."`"."'<.<..�.,...,,�.........,,«.,.��.. ,.�.. Span ft, 16.00 11.00 11.50 Dead Load #/ftj 385.00 175.00 185.00 Live Load #/ftj 530.00 240.00 250.00 Point #1 DLlbs 1,215.00 LL lbs 1,650.00 @ X ft 8.000 Results Ratio = 0.6348 0.8346 0.5991 Mmax @Center in-kj 351.36 135.72 86.29 @ X = ft 8.00 7.39 5.75 fb : Actual psi 1,510.9 1,809.6 516.5 Fb : Allowable psi 2,380.3 2,381.9 862.1 Bending OK Bending OK Bending OK fv : Actual psi 108.0 158.6 40.8 Fv : Allowable psil 190.0 190.0 85.0 Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 3,080.00 1,293.86 1,063.75 LL lbs 4,240.00 1,770.00 1,437.50 Max. DL+LL lbs 7,320.00 3,063.86 2,501.25 @ Right End DL lbs 3,080.00 1,846.14 1,063.75 LL lbs 4,240.00 2,520.00 1,437.50 Max. DL+LL lbs 7,320.00 4,366.14 2,501.25 Deflections Ratio OK Deflection OK Deflection OK Fi.'a.n"sC.Y :,::kG"a.Z.4�:.�':s3:::.tiy.'.u�':Yd�t Center DL DO in :..:v:.G^.3::.e1.J."S:e_Lrsd}.rat=.ixuYmS:sn.::aC::i..��>Wi[.'volwu:::.aea:�.�i.�..2:sa2.}.�ltit::: eY-�>«•-?.!, . liJ:a:Sa:SSLS.iie"'1'i-+LJJ::.;.:Aa>.xS..Snr`tv:la'4-L tY.:J�'ab1-u:�:4.�..:.�1+ -0.164 -0.124 0.050 L/Defl Ratio 1,168.0 1,060.5 2,778.9 Center LL Defl in -0.226 -0.170 -0.067 L/Defl Ratio 848.4 776.5 2,056.4 Center Total Defl in -0.391 -0.294 -0.117 Location ft 8.000 5.764 5.750 L/Defl Ratio 491.4 448.3 1.181.8 NorthStar Engineering 20 Declaration Drive Chico, CA 95973 Page ) of Title : Dsgnr: Description Scope: Job # ? Date: 4:42PM, 1 APR 02 Rev: 550100 Page 1 User: xw-0603075, Ver 5.5.0, 25 -Sep -2001 Timber Column Design (c)1983-2001 ENERCALC Engineering Software d:\p�rojects\7737 carol warren\7737 warren.eci ..� iS`�.v - :e• :.:_. _._=:�='.,,..._..........s -_^r .. .. _. _ ...._�'�•�:.._ , .....:u'.�•x:�•�c..;` . _ � ._...� ST.. .. ._..�._`�».z,:za:......k�-tom.. _...r..c:x�ts�3:zr Description C1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements -x . u.:. v:a:.r ..:w_ +.�.-....i ...r :1.Y.a:.x... s..:. - ..e,T ri �. ...xv�.9:.+au':?..«?:.Lr.uS.ww.y...s... Wood Section 6x61 Total Column Height .... ... Le....6�..a.: f5 -A .,..^� ._.....a>•..�: .�.�s:.w:6.. r,.aa..: .✓.:w1_'U.V�.¢.u.._:+Si 9.00 ft Le XX for Axial 9.00 ft Rectangular Column Load Duration Factor 1.00 Le W for Axial 9.00 ft Column Depth 5.50 in Fc 700.00 psi Lu XX for Bending 9.00 ft Width 5.50 in Fb 750.00 psi 560.59 psi Sawn E - Elastic Modulus 1,300 ksi 560.59 psi Actual k'Lu/d Douglas Fir - Larch, No.2 F'c:Allow ' Load Dur Factor 560.59 psi Loads 11.00 F'bx 750.00 psi Dead Load Live Load Short Term Load Axial Load 3,080.00 lbs 4,240.00 lbs 0.00 lbs Eccentricity 0.920in For Axial Stress Calcs... ummary ,:I Column OK Using : 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 9.00ft DL+LL DL+LL+ST DL+ST fc : Compression 241.98 psi 241.98 psi 101.82 psi Fc: Allowable 560.59 psi 560.59 psi 560.59 psi fbx : Flexural F'bx : Allowable Interaction Value 242.86 psi 750.00 psi 0.6120 242.86 psi 750.00 psi 0.1863 102.19 psi 750.00 psi 0.1845 Stress Details ,u..tb2.'s.^...:+>u;^c..b:x..w:..i3i. .'..t - >a.-X� -.k. .. .t:.:4+.]AY_ Fc: X -X ::..e�1 : A`••.-i'...:.u.a:.:::.:Y.:e'�...:LI.a...:.Y,i 560.59 psi ;�S:u:�.:L::dL.;.l.�w.::n. �CKr-:.:..w:.:xn4tirt.IvY�a.dV.:.u:t For Bending Stress Calcs... Lu..+.s'r1+S:r':i.:ei:.4.e,....r.w..+.^.t;K..:n`.Sa..J� .....:s.\iT. Fc: Y -Y 560.59 psi Max k"Lu / d 50.00 F'c : Allowable 560.59 psi Actual k'Lu/d 28.92 F'c:Allow ' Load Dur Factor 560.59 psi Min. Allow k'Lu / d 11.00 F'bx 750.00 psi Cf:Bending 1.000 F'bx' Load Duration Factor 750.00 psi Rb: (Led/ b^2) ^.5 6.011 For Axial Stress Calcs... Cf : Axial 1.000 Axial X -X k Lu / d 19.64 Axial Y -Y k Lu / d 19.64 NorthStar Engineering 20 Declaration Drive Chico, CA 95973 Page of Title: Dsgnr: S(= -- Description Scope: Job # Date: 4:42PM, 1 APR 02 Rev: 5503oU Page 1 User: KVl-0603075 Ver 5 50, 25sep-2001 Timber Column Design (c)1983.2001 ENERCALC Engineering Software d:\prcjects\7737 carol warren\7737 warren.eo .,. s;.e..z:�'^.c^.�.�_ _ ,..-_,.. .:.Y.:...:*u i?s.•...;.v�«.,._:x. ..... . .............-._.:,_... .._..�'�.;. s...s_�._..:c�' ^'xs;.'�tis �'�••i.^. z c,:...r::x..^.a.w.`^•:.^,..,.-�.,.....:a=... .. _.rx•s..�..«3�e:;=.h Description C2 General Information Interaction Value Calculations are designed to 1997 NDS and 1997 UBC Requirements I.:G:�4' r.... �.:.::. ... ^c« .+�>.. _.. �.-...z.✓,r._. Wood Section �L'. .... l r� "�:traar.M.3•.,-.�.. ..�..0+..... .. .::fiver}•L1M a Sf+wG.X.•sn':Ga al:.ia�airl�...v. 2x4 Total Column Height 9.00 ft Le XX for Axial 9.00 ft Rectangular Column Stress Details Load Duration Factor 1.00 Le YY for Axial 0.00 ft Column Depth 3.50 in Fc 1,350.00 psi Lu XX for Bending 9.00 ft Width 1.50 in Fb 875.00 psi 1,552.50 psi Sawn 50.00 E - Elastic Modulus 1,600 ksi Actual k*Lu/d 23.10 F'c:Allow * Load Dur Factor Douglas Fir - Larch, No.2 Min. Allow k*Lu / d 11.00 Loads 1,238.03 psi Cf:Bending 1.500 r. tat...: iv...w.av'....a"-..h.:...:.tw..:_..:cw:+..:�.::J:+:::.ra..:.YdS �.X...:�•L✓:.t�. f:.�..a..t.:n.'a.:.. �.S...s..A:vE:1'�i..��o.�_.XY.x.:�.- ,_,.: �x �.:.aJ. .....w_...-rs.cta:..�..Lti�.Y�:.tip:.:::�.f.3.:.t..."uSiiT:ili.Y_'cr...�.:-..:.�w'.,u.•-.V.`.uiatrcLn..ti�..� For Axial Stress Calcs... Dead Load Live Load Short Term Load Axial Load 1.150 650.00 lbs 880.00 lbs 0.00 lbs Eccentricity 0.580in Axial Y -Y k Lu / d 0.00 /ITIIIfi Using : 2x4, Width= 1.50in, Depth= 3.50in, Total Column Ht= 9.00ft DL+LL- DL+LL+ST fc : Compression 291.43 psi 291.43 psi Fc: Allowable 464.46 psi 464.46 psi fbx : Flexural 289.76 psi F'bx: Allowable 1,238.03 psi 289.76 psi 1,238.03 psi Column OK DL+ST 123.81 psi 464.46 psi 123.10 psi 1,238.03 psi Interaction Value 0.9485 0.3937 0.2029 Stress Details sw.r.c'..i._ei. 9.:iLt._r.l'..:.L..O.;Ew..e �t ...3�M9haL :. i.:A- 'v.�iu ✓>-s'�.4:..�:._fL.iwwt..:-icvco-:..s.�:f4.a.:-S:�.:i-r�.Y..._w.x...'w...:s�:�..�.:..:.:...'..��WPR..�IN.;�a..�4 Fc: X -X 464.46 psi For Bending Stress Calcs... Fc: Y -Y 1,552.50 psi Max k*Lu / d 50.00 F'c : Allowable 464.46 psi Actual k*Lu/d 23.10 F'c:Allow * Load Dur Factor 464.46 psi Min. Allow k*Lu / d 11.00 F'bx 1,238.03 psi Cf:Bending 1.500 F'bx * Load Duration Factor 1,238.03 psi Rb : (Le d / b^2) ^.5 17.582 For Axial Stress Calcs... Cf : Axial 1.150 Axial X -X k Lu / d 30.86 Axial Y -Y k Lu / d 0.00 BY: SM / JR NORTHSTAR ENGINEERING April -02 20 DECLARATION DRIVE JOB NO: -7 ? CHICO, CA 95973 PG. 10 OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES:. c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 1.5 IN LENGTH (L) = 9 FT L / DEPTH = 19.64 OKAY < 50 AREA = 8.3 SQ.IN S = 7.56 CU.IN Ke' = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf = 1.3 SIZE FACTOR PER TABLE, 4A IN NDS Fb* = 1170 . PSI ( TABULATED VALUE* ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* _ :1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 1244.4 FcE = KcE*E' / ( (L/d)(L/d) ) Fc = 989 PSI Pc = Fc*( (1 + FcE / Fc*) / 2c' - SQRT( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 6100 LBS fc = P / A = 735 PSI Pc = 989 PSI OKAY Fc > fc WIND LOAD = 15.6 PLF MOMENT = 1895 IN -LBS (MAX.) _ F" b = 1556 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 251 PSI UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X6 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. Fc: 2.5 ksi Fy: 40.0 ksi Allow. soil brg.: 1.5 ksf Lt. wt. conc. fact.: 1.00 Spread Footing Calculations Load factors - DL: 1.60 LL: 0.00 Min. reinf. ratio: 0.0020 Col. dim., x-dir.: 3.5 in Col. dim., -dir.: 3.5 in As req'd (x-dir) ult. min. s . in. s . in. As req'd (y-dir) ult. min. s . in. (sq. in. 1.4 0.0 Loads DL LL kis kisI Min. req'd. ftg. dims. (ft) X_ Y Actual ftg. dims. (ft) X_ Y_ Actual soil brg. ks Depth req'd (in) Beam Punch. shear shear Act. "d" to rebar in. Ftg. thick. in. Vpunch vu / phi ksi As req'd (x-dir) ult. min. s . in. s . in. As req'd (y-dir) ult. min. s . in. (sq. in. 1.4 0.0 0.97 0.97 1.00 1.00 1.40 0.66 0.69 8.00 12.00 0.001 0.01 0.29 0.01 0.29 3.2 0.0 1.46 1.46 1.50 1.50 1.42 1.14 1.42 8.00 12.00 0.010 0.03 0.43 0.03 0.43 5.7 0.0 1.95 1.95 2.00 2.00 1.43 1.61 2.21 8.00 12.00 0.022 0.07 0.58 0.07 0.58 9.0 0.0 2.45 2.45 2.50 2.50 1.44 2.10 3.07 8.00 12.00 0.039 0.15 0.72 0.15 0.72 13.0 0.0 2.94 2.94 3.00 3.00 1.44 2.58 3.94 8.00 .12.00 0.060 0.27 0.86 0.27 0.86 17.5 0.0 3.42 3.42 3.50 3.50 1.43 3.03 4.78 8.00 12.00 0.083 0.43 1.01 0.43 1.01 23.0 0.0 3.92 3.92 4.00 4.00 1.44 3.52 5.68 8.00 12.00 0.111 0.67 1.15 0.67 1.15 29.0 0.0 4.40 4.40 4.50 4.50 1.43 3.98 6.55 8.00 12.00 0.142 0.97 1.30 0.97 1.30 36.0 0.0 4:90 . 4.90 5.00 '5.00. 1.44 4.48 7.47 14.00 18.00 0.063 0.77 2.16 0:77 2.16 43.0 0.0 5.35 5.35 5.50 5.50 1.42 4.90 8.30 14.00 18.00 0.077 1.02 2.38 1.02 2.38 51.0 0.0 5.83 5.83 6.00 6.00 1.42 5.35 9.17. 14.00 18.00 0.092 1.34 2.59 1.34- 2.59 60.0 0.0 6.32 6.32 6.50 6.50 1.42 5.83 10.08 14.00 18.00 0.109 1.72 2.81 1.72 2.81 70.0 0.0 6.83 6.83 7.00 7.00 1.43 6.33 11.01 14.00 18.00 0.129 2.18 3.02 2.18 3.02 80.0 0.0 7.30 7.30 7.50 7.50 1.42 6.78 11.88 14.00 18.00 0.148 2.69 3.24 2.69 3.24 91.0 0.0 1 7.79 7.79 1 8.00 8.00 1 1.42 1 7.25 12.78 14.00 1 18.00 1 0.169 1 3.29 3.46 1 - 3.29 3.46 � N = O n D O 0 x W 0 n cn o D r wD CD °O �- co T a]80 0 A w rn O N p Z Z CD y 0 w co 37 m v m w NorthStar ENGINEERING Civil Engineers • Surveyors Job #: 7813 Linda Simpson Plans Examiner Department of Development Services Building Division Reply to elan check dated August 19, 2002 for: Carol Madlin 945 Deer Creek Lane Paradise, CA 95969 APN 066-050-007 Building permit no. 02-1598 Date: August 28, 2002 Non -Structural Comments: 1. .See revised energy calcs. Structural Comments: 1. An additional braced wall panel has been added along the rear wall line to comply • ; with the bracing requirements of UBC Sec. 2320. =� 2. Sheet 2-A which contains updated elevations has been substituted for sheet 2. Sheet 2-A also includes the correct roof layout. 3. Posts and footings have been placed under each end of truss F2. (See sheets 3 and 4_ of the plans). 4. The typical exterior header at 2x6 walls is a 6x10 DF #2. This appears to work. I . have provided a calculation to illustrate this (see BM #4 in calcs.) Double 2x _ trimmers have been provided on either side of the header. 5. A beam has been provided to support the M trusses between the living room and the foyer. Posts have been provided under each end of the beam to carry the load down to the foundation. (See sheets 4 and 5 of the plans). If you have any questions, feel free to call me at (530) 893-1600. End of Reply LI& Jeff Richelieu, PE NorthStar Engineering Y 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 NorthStar ENGINEERING Civil Engineers - Planners • Surveyors NorthStar Engineering Job No.: 7772 A"011M VIM N D1 u I OWN I have reviewed the truss submittal for the Warren residence located at Andover Lane in Magalia as provided by Design Assistance. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 i August 19, 2002 Carol Madlin 945 Deer Creek Lane Paradise, CA 95969 Department of DeveMpment Services Building Division .7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-050-OC7 Building Permit Number: 02-1598 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval or this project. NON-STRUCTURAL COMMENTS: 1. You may not use mastered energy calculations unless this is a master plan. Please provide new energy calculations for this house ONLY. Your plans call for a dual pack, so the energy calc's must be for a dual pack. If you are using a split system, show the location of the furnace on the plans. If it is in the attic, provide a truss detail that allows for the mechanical load. The energy calc's must include the skylight also. STRUCTURAL COMMENTS: Provide a lateral design analysis for the front and rear wall lines of the house which do not comply with the bracing requirements of UBC Sec. 2320. 2. The roof framing plan shows two dormers. The truss layout indicates only one dormer. Please revise the roof -framing plan or provide; trusses to match. 2. Provide adequate support for the F2 truss reactions. 3. Provide adequate header to support the X truss over the window at the rear of bedroom 3. 4. Please provide a beam to support the M trusses between the living room and the foyer. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner cc: Northstar Engineering Philo Hunt, P.E. Plan Check Engineer lofl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Madlin Date..09/13/02 13:52:25 Project Address........ ******* --------------------- *v6.01* --/59 Documentation Author... Jim Peterson ******* BuBu ing P it Northstar Engineering S 20 Declaration Drive an Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type ------------ Type ------- Wall Wood Roof Wood Orientation ------------------- Window Front (SW) Window Front (SW) Window Front (SW) Door Front (SW) Window Front (SW) Window Front (SW) Window Front (SW) Window Right (SE) Window Right (SE) Window Left (NW) Window Left (NW) Window Left (NW) 1873 sf Single Family Detached New Front Facing 225 deg (SW) 1 1 Raised Floor 18.8 % of floor area 0.41 Btu/hr-sf-F 0.3 9.7 ft BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -factor Location/Comments ------------------------------------------------------ R-17.8 R-0 R-17.8 0.065 R-11 R-27 R-38 0.025 Attic FENESTRATION ------------ Area U- (sf) Factor SHGC ----- 20.0 ------ ------ 0.400 0.290 6.0 0.400 0.290 10.0 0.400 0.290 20.0 0.400 0.290 10.0 0.400 0.290 20.0 0.400 0.290 6.0 0.400 0.290 6.0 0.400 0.290 7.5 0.400 0.290 8.0 0.400 0.290 4.0 0.400 0.290 10.0 0.400 0.290 Over - Interior Exterior hang/ Shading Shading Fins --------------- -------------- ----- Standard Standard None Standard S`t4�VRAard None , 14 Y S t an .S t'andar . None `� oft:. : Stand S�..t�anr.-d u None St Sandard None x .. S1 gwS�<anlda;rd None Standndard None Stand Standard None Standard Standard None Standard Standard None Standard Standard None Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Madlin Date..09/13/02 13:52:25 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- FENESTRATION Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.820 AFUE 10.00 SEER Heater Type Gas Over - Exterior hang/ Shading Area U- ----- None Interior Orientation Standard (sf) Factor SHGC Shading -------------------- Door Left (NW) ----- 20.0 ------ 0.400 ------ 0.290 --------------- Standard Window Back -(NE) 20.0 0.400 0.290 Standard Window Back (NE) 10.0 0.400 0.290 Standard Door Back (NE) 40.0 0.400 0.290 Standard Window Back (NE) 18.0 0.400 0.290 Standard Window Back (NE) 10.0 0.400 0.290 Standard Window Back (NE) 25.0 0.400 0.290 Standard Window Back (NE) 10.0 0.400 0.290 Standard Window Back (NE) 20.0 0.400 0.290 Standard Window Back (NE) 8.0 0.400 0.290 Standard Window Back (NE) 10.0 0.400 0.290 Standard Window Back (NE) 25.0 0.400 0.290 Standard Skylight Horz 8.0 0.680 0.670 None Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.820 AFUE 10.00 SEER Heater Type Gas Over - Exterior hang/ Shading Fins -------------- Standard ----- None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None None None HVAC SYSTEMS ------------ Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage -------------------------------- n/a Attic R-4.2 No No Attic R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 REMARKS ACOA Manual D No No Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Madlin Date..09/13/02 13:52:25 -------------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- 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°! ... Carol -Madlin Company. Address. 945 Deer Creek Lane Paradise, Ca. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Madlin Date..09/13/02 13:52:25 Project Address........ ******* --------------------- Documentation Author. Climate Zone...... Compliance Method. *v6.01* Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit # Plan Check / Date Field Check/ Date ..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc: MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Madlin 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 -factor 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 insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints / and penetrations caulked and sealed. ✓ 150(8): 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: a. Closeable metal or glass door MANDATORY MEASURES ------------------------------------------------------------------------------- CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- Project Title.......... Madlin ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..09/13/02 13:52:25 MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Madlin 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 110-113: HVAC equipment, water heaters, showerheads and ✓ faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(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 less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined 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 installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Madlin Date..09/13/02 13:52:25 -------- -------------------------------------------------------------- MICROPAS6 v6.01 File=7813 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Madlin ---------------------------------------------------------------=--------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot <.150 Btu/hr). 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 have either 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. 1 COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Madlin Date..09/13/02 13:52:25 Project Address........ ******* --------------------- *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design Design ---------- Margin = = Space Heating.......... ---------- 14.20 12.64 ---------- - 1.56 = = Space Cooling.......... 12.51 15.08 -2.57 = - Water Heating.......... 13.59 11.46 2.13 = = Total 40.30 39.18 1.12 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1873 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number -of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 18104 cf 0 sf 18.8 % of floor area 0.41 Btu/hr-sf-F 0.3 9.7 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Madlin Date..09/13/02 13:52:25 ------------=------------------------------------------------------------------ ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface -------------- HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof Orientation HOUSE BUILDING ZONE INFORMATION Window Floor (SW) ------------------------- # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) ----- (cf) ------- Units itioned ------------ Type (ft) ----------- ----- (sf) Credit -------- --------- 1873 18104 1.00 Yes Setback 2.0 Standard No Front (SW) OPAQUE SURFACES Window Area U- --------------- Insul Act Solar Form 3 Location/ (sf) ------ factor ----- R-val Azm Tilt ----- --- ---- Gains Reference ----------------- Comments ----------------- 494 0.065 17.8 225 90 Yes W.19.2X6.16 11 417 0.065 17.8 315 90 Yes W.19.2X6.16 Window 390 0.065 17.8 .45 90 Yes W.19.2X6.16 Left 446 0.065 17.8 135 90 Yes W.19.2X6.16 (NE) 1865 0.025 38 n/a 0 Yes R.38.2X4.24 Attic HOUSE 1 Window Front (SW) 2 Window _ Front (SW) 3 Window Front (SW) 4 Door Front (SW) 5 Window Front (SW) 6 Window Front (SW) 7 Window Front (SW) 8 Window Right (SE) 9 Window Right (SE) 10 Window Left (NW) 11 Window Left (NW) 12 Window Left (NW) 13 Door Left (NW) 14 Window Back (NE) 15 Window Back (NE) 16 Door Back (NE) 17 Window Back (NE) 18 Window Back (NE) 19 Window Back (NE) 20 Window Back (NE) 21 Window Back (NE) 22 Window Back (NE) 23 Window Back (NE) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 20.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 6.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 20.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 20.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 6.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 6.0 0.400 0.290 135 90 Standard/0.76 Standard/0.68 7.5 0.400 0.290 135 90 Standard/0.76 Standard/0.68 8.0 0.400 0.290 315 90 Standard/0.76 Standard/0.68 4.0 0.400 0.290 315 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 315 90 Standard/0.76 Standard/0.68 20.0 0.400 0.290 315 90 Standard/0.76 Standard/0.68 20.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 40.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 18.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 25.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 .45 90 Standard/0.76 Standard/0.68 20.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 8.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 10.0 0.400 0.290 45 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R -----------------------------=------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Madlin Date..09/13/02 13:52:25 --------------------------------------------------------------=---------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- Orientation ---------------------- 24 Window Back (NE) 25 Skylight Horz FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC ----- ----- ----- --- ---- -------------- 25.0 0.400 0.290 45 90 Standard/0.76 8.0 0.680 0.670 225 0 None/1 HVAC SYSTEMS Interior Shade Type/SHGC -------------- Standard/0.68 None/1 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 0.62 40 R- n/a Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location R -value Leakage D Eff HOUSE ------------------------------- ------- --------- -------- ---- Furnace 0.820 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 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 0.62 40 R- n/a HVAC SIZING Page 1 HVAC ---------- Project Title.......... Madlin Date..09/13/02 13:52:25 Project Address........ ******* --------------------- *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------------------------------- MICROPAS6 v6.01 File -7813 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2089 User-Northstar Engineering Run-Madlin ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1873 sf Volume ..................... 18104 cf Front Orientation.......... Front Facing 225 deg (SW) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 70 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 -------------------------------- Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain. ................. Ducts............................ Sensible Load .................... Latent Load ...................... Heating Cooling (Btuh) (Btuh) 6895 6142 n/a 11448 n/a 2449 26934 n/a 5846 4571 7184 5767 2100 2547 28014 5603 Minimum Total Load 26934 33617 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements,' outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. AND WHEN RECORDED MAIL TO: I, BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded 1 REC EEE 10.00 Official Records I COPIES 1,50 County Of I BUTTE I CANDACE J. GRUBBS I Recorder 1 ROSE01ARY DICKSON I. Assistant. I Andretq 09:32AN 26 -Jun -2002 I Page 1 of 2 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. uildingapermit. 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: 40, Date State of California County of Be -1 &C PROPE TY OWNERS: me, personally appeare�' G personally known to me ( �r� on the basis of satisfactory evidence) to be the person(s) whose name(s).is/are subscribed to the within ' sument and acknowledged tome that �h*/ol they executed the same in #isAw/their authorized capacity(ies), and -that by hisAw/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand nd official seal. P�9fG�'Ui >hpJ r KANDIS Signa Seal: D. EDWARDS n C W �� >T Comm. #1292604 IS jR NOTARY PUBLIC CALIFORNIA 0 /_ C �j V BUTTE COUNTY 1 A.P. 4 RC1 �_% 05-0 �/ 0 My Commission Expires Feb. 26, 2005 Escrow No. 303525 -MI -B Title Order No. 00303525 EXHIBIT ONE Parcel A: Lot 35, as shown on that certain Map entitled, "Paradise Pines Country Club Estates Unit No. 1 ", filed in the Office of the County Recorder of Butte County, California, on September 14, 1971, in Book 38 of Maps, at Page(s) 57, 58, 59 and 60 EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein and that no damage shall be done to the surface of said land. Parcel B: A non-exclusive easement over Lots A, B, C, D, E, F, G and H (the common areas) of said Paradise Pines Country Club Estates Unit No. 1, and the lots designated for common and recreation areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, XIII, XIV, XV and Country Club Estates Unit No. 1. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 D2 2002-0033 1 79 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:32AN 26 -Jun -2002 REC FEE 10.00 COPIES 1.50 Andrew Page 1 of 2 -.-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 a permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 129-2� PR OPE TY OWNERS: /9�A�J , cep /L,QE,c7 State of California County of 23a &e me, personally appeared G personally known to me ( prove to me on the basis of satisfactory evidence) to be the person(s) whose name(s).is/are subscribed to the within s rument and acknowledged to me that<h®Ah&they executed the same in bisA>!er/their authorized capacity(ies), and that by hisA�er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my handAnd official seal. KANDIS D. EDWARDS Signa Seal: 01 "* Comm. #1292604 jNOTARY PUBLIC CALIFORNIA 0 O_ O 1 D �J p BUTTE COUNTY 1 My Commission Expires Feb. 26, 2005 A.P. # �/Escrow N� 303525-ML6e Order No. 00303525 EXHIBIT ONE ' Parcel A: Lot 35, as shown on that certain Map entitled, "Paradise Pines Country Club Estates Unit No. 1 ", filed in the Office of the County Recorder of Butte County, California, on September 14, 1971, in Book 38 of Maps, at Page(s) 57, 58, 59 and 60 EXCEPTING THEREFROM all minerals, oil, gas,"asphaltum and other hydrocarbon.substances, with provision that any and all mining operations shall be done from orifices outside the surface -area of the -land described herein and that no damage shall be done to the surface of said land. Parcel B: A non-exclusive easement over Lots A, B, C, D, E, F, G and H (the common areas) of said Paradise Pines Country Club Estates Unit No. 1, and the lots designated for common and recreation areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, XIII, XIV, XV and Country Club Estates Unit No. 1. ' � I ' r o 1 + / P,0PA1-1. O 10 It 9 0 3 (�Eotz�oM AP oub- oso -ool 1 LOP REs�OENc� S,. O _ _ _ a AtAe\ WArraN O 1000 GA�< ' I c'6 CAro` Pne;� l� N APPROVED c6 � @utte Cour.*ty "(ANS , sM• _ MAtt P�I�;PS ��tormentat Health O � � U '� . 1 Ya OWue(ZICAn}r441or � ( � - � � - � :- 9oz 0 so 0006k lLI Pro a.s;Jncr�, Sign ture SES TRE E5 I Ar\c ovur I 65� o oa lop. hodc P pr,A i - Y 1813 Sy. F�. 4Ze.�dcnc, ENVIRONMENTAL HEALTHIUAT �� q%2,5� Ff GArQg�, o� ' ���, "a Sy. Ft Cowq� Porch JUNG 6 2002 5 65L .�a 5'�s� CHICO, CALIFORNIA ANOoVE(� Orve., :!,CACC- 1:2.0 41D r1 41D D4 D4 84 A4 Grl_7" 13' J 16'-5" 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING O N o N 24'-3" 0 O �r Z INTERIOR WALL SOUND INSULATION (OPT.) R-11 BATT INTERIOR BETWEEN FLOORS INSULATION (OPT.) R -l9 BATT r1 41D D4 D4 84 A4 Grl_7" 13' rr 16'-5" 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING O N 3. ALL WINDOWS SHALL BE DUAL GLAZED N 24'-3" O �r r1 41D D4 D4 84 A4 Grl_7" 13' rr 16'-5" 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING II' -6" O 3. ALL WINDOWS SHALL BE DUAL GLAZED N 24'-3" EXTERIOR WALLS R-13 BATT CEILING R-38 BATT Z INTERIOR WALL SOUND INSULATION (OPT.) R-11 BATT INTERIOR BETWEEN FLOORS INSULATION (OPT.) R -l9 BATT Q S. AN INSUC: ION CERTIFICATION FORM CF -6R 1S REQUIRED TO BE POSTED AT �■ THE'.;517ENCE PRIOR TO THE ISSUANCE OF A CERTIFICATEOF ,...� E1 SINK W/ DISPOSAL EXTERIOR DOORS AND WINDOWS SHALL. BE WEATHER-STRIPPED. 7. ALS_ JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND W CEILIE'd *A, SHALL BE CAULKED AND SEALED Q DISH WASHER Cd 0 O 10. ALL GA5 APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. r (0 41// RANGE: with EXHAUST 41 J 5PACE) SHALL BE INSULATED WiTH R-4 INSULATION. 14. EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT LL O Q REFRIGERATOR with WATER CONNECTOR a AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF 40/50// � FREEZER 16. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER W 17, ALL ESCAPE OR RESCUE WiNDOWS SHALL HAVE A MiNIMUM NET CLEAR .r © MICROWAVE co WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A 20/50 1/2 TRA46 20/50 50/50 FX I8, iT 15 THE OWNERS / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THIS Z PROJECT CONFORMS WITH CC t R'S (COVENANTS, CONDITIONS i RESTRICTIONS) OF THE SUBDIVISION AND OR APPROVAL OF THE PROPERTY OWNERS 41 C DOUBLE OVEN Design: Owner Drawn by: k.t. Rossetta Q CONCRETE PATIO O ' 304 SQUARE FOOTAGES: 0 PANTI HOUSE- 1813 S.F. GARAGE 482 S.F. COVERED PORCH 92 S.F. 4 . TRASH'COMPACTOR of 9 Sheets 11 STEP W O 12 WASHING MACHINE . L O 13 DRYER: ,v m MA6TER BEDRM i U THE LENGTH SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL 0 O 1n • CARPETII AND VERTICAL LENGTH OF 14'-0". CARPET • 0 N 14 22"x30" ATTIC ACCESS, ALIGN DOOR U THE ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 20/50 w/ 6068 SL GL DR 20/50 w/ It1 INCHES AND SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER w/ VANITY Q 14 ARCH w/ ARCH TRAN 1/4 ARCH READILY ACCESSIBLE LOCATION. THIRTY- INCH- MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE O THE ACCESS OPENING. 3'-5" L 10'-4" 3'-8" Q LAUNDRY SINK BALLOON FRAME 59/50 SL VANITY with KNEE SPACE t \ j 4' WALL TO BOTTOM ( OF SCISSOR TRUSS I - V-8" 17 I8 40/50 SH ® JACUZZI, TUB LY 4-68 r O OC. 20 WATER HEATER! Q 246S WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING �J N SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD, A MINiP UM DISTANCE OF FOUL INCHES SHALL BE MAINTAINED ABOVE THE STRAPPING. !i YL VINYL N O CONT,7�-.)LS WITH THE WATEP ;NEATER OPENINGS SHALL 0 0 ViNYLCARPET8tu ZZ, O AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE LU VODV O � Q WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED Q Z 4} COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE VINYL fi E__ Q WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY G.E.G. a ---2 NICHE o BEDRM #3 LIVING ROOM �_ I I 23 ONE HOUR FIREWALL, CARPET CARPET � � I I 3068 23 ONE HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING 'X' C III g C 24 13/8" THICK SOLID CORE WOOD DOOR W/CLOSER � N I8 I 30 I 4❑ 4'-10" 3'-6" 8'-p" ENTERTAINMENT CENTER 3'-8" V-10" 6'-10" 2'-8" 26 BOOK SHELF'S Q) 27 WINDOW SEATco U I 2g GAS FIREPLACE W HEARTH, U U INSTALL PER MFGR INSTRUCTION. 50168 BiPA55 / 29 WOOD STOVE W/HEARTH- 0 d)INSTALL 'a PER MFGQ. INSTRUCT. U 2668 1 M 31 C � ❑' m 30 5KYLITE- L Cc 9' COLUMN 0 ITGHEi�I d- Q• _ 3► CUSTOM CABINETRY- Q 12' BASE, TYP. I — ViNYL a 2 -CAR 'APPROVED BY CONTRACTOR. 24" TB • I 1 ZI ASEE BRACED WALL and SHEARWALL SCHEDULES ON SHEET No. 1. 13 La GA PAGE -_f D VINYL IT I0 _ _ _ _ — — GENERAL NOTES 23 ❑ 482 SOFT, OCARPET I rHQCj) N 2668 G Q FOYER 41 = 11 I 41 22 3068 50/68 BIPASS 2668 C 20/50 FX 20/50 FX Q TEMP. TEMP. DINING 4' 41 CARPET 3'-6" CONCRETE PORCH 16/70 METAL ROLL -UP DOOR 1y,� C ry.� BEDRM #2o,�>° C µi �-,p/ 0 4' I CARPET p �Y 11 11 A C 40/50 SH w/ G ;p I/2 RND TRANS 4' 4' O.C. Q40/50 SH w/ 41 1/2 PND TRANS 4' 12'-6" 23'-4" 65'-2" D4 C4 <EB34 +A4 Q4' LL O <441 ROVED Butte County ;t ENVIRONMENTAL HEALTHI JUNE, 6 2002 CHICO, CALIFORNIA rr L ALL EXTERIOR HEADERS SHALL BE 4x12 UA,N. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. O 3. ALL WINDOWS SHALL BE DUAL GLAZED N 4. INSULA -20N SCHEDULE - <441 ROVED Butte County ;t ENVIRONMENTAL HEALTHI JUNE, 6 2002 CHICO, CALIFORNIA SHEET NOTES L ALL EXTERIOR HEADERS SHALL BE 4x12 UA,N. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. �• 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. INSULA -20N SCHEDULE - EXTERIOR WALLS R-13 BATT CEILING R-38 BATT Z INTERIOR WALL SOUND INSULATION (OPT.) R-11 BATT INTERIOR BETWEEN FLOORS INSULATION (OPT.) R -l9 BATT Q S. AN INSUC: ION CERTIFICATION FORM CF -6R 1S REQUIRED TO BE POSTED AT �■ THE'.;517ENCE PRIOR TO THE ISSUANCE OF A CERTIFICATEOF ,...� E1 SINK W/ DISPOSAL EXTERIOR DOORS AND WINDOWS SHALL. BE WEATHER-STRIPPED. 7. ALS_ JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND W CEILIE'd *A, SHALL BE CAULKED AND SEALED Q DISH WASHER Cd 0 O 10. ALL GA5 APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. r (0 3❑ RANGE: with EXHAUST NIr J 5PACE) SHALL BE INSULATED WiTH R-4 INSULATION. 14. EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT LL O Q REFRIGERATOR with WATER CONNECTOR a AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF Q FREEZER 16. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER W 17, ALL ESCAPE OR RESCUE WiNDOWS SHALL HAVE A MiNIMUM NET CLEAR .r © MICROWAVE co WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FIN15HED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. I8, iT 15 THE OWNERS / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THIS Z PROJECT CONFORMS WITH CC t R'S (COVENANTS, CONDITIONS i RESTRICTIONS) OF THE SUBDIVISION AND OR APPROVAL OF THE PROPERTY OWNERS Q DOUBLE OVEN Design: Owner Drawn by: k.t. Rossetta Q EATING BAR O Job Ref. 304 SQUARE FOOTAGES: 0 PANTI HOUSE- 1813 S.F. GARAGE 482 S.F. COVERED PORCH 92 S.F. 4 10 TRASH'COMPACTOR of 9 Sheets 11 LINEN CLOSET W O 12 WASHING MACHINE . L O 13 DRYER: ,v EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACK DRAFT -DAMPER. U THE LENGTH SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL 0 • AND VERTICAL LENGTH OF 14'-0". 0 N 14 22"x30" ATTIC ACCESS, U THE ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 It1 INCHES AND SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER Q READILY ACCESSIBLE LOCATION. THIRTY- INCH- MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. Q LAUNDRY SINK VANITY with KNEE SPACE 17 5--0" TUB t SHOWER I8 SHOWERLU ® JACUZZI, TUB LY r O 20 WATER HEATER! Q O WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING N SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD, A MINiP UM DISTANCE OF FOUL INCHES SHALL BE MAINTAINED ABOVE THE STRAPPING. CONT,7�-.)LS WITH THE WATEP ;NEATER OPENINGS SHALL BE LOCD,TED 50 THAT ONE COMBUSTIOTJ ZZ, O AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE LU APPLIANCE ENCLOSURE AND ONE COMBUSTION AiR OPENING EXTENDS � Q WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED Q Z COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE fi LEAST DIMENSION. Q WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY G.E.G. a 21 NICHE 22 CLOSET W/ SHELF ! POLE 23 ONE HOUR FIREWALL, ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE w/ ONE HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING 'X' C ARE A PART OF THIS ASSEMBLY. USE 5/8" TYPE GYP. BPD. C 24 13/8" THICK SOLID CORE WOOD DOOR W/CLOSER N 25 ENTERTAINMENT CENTER 26 BOOK SHELF'S Q) 27 WINDOW SEATco U 2g GAS FIREPLACE W HEARTH, U U INSTALL PER MFGR INSTRUCTION. 29 WOOD STOVE W/HEARTH- •• to 0 d)INSTALL 'a PER MFGQ. INSTRUCT. U o .. WOOD STOVES SHALL BE EPA,CERTIFIED C m 30 5KYLITE- Cc _ '2'x DUAL GLAZED w/ TiNTED GLAZING. INSTALL PER MFGR. INSTRUCTION. < d- Q• _ 3► CUSTOM CABINETRY- Q ACTUAL DESIGN and STYLE TO BE DETERMINED BY OWNER and 'APPROVED BY CONTRACTOR. ASEE BRACED WALL and SHEARWALL SCHEDULES ON SHEET No. 1. 13 La -_f GENERAL NOTES W L ALL EXTERIOR HEADERS SHALL BE 4x12 UA,N. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. INSULA -20N SCHEDULE - EXTERIOR WALLS R-13 BATT CEILING R-38 BATT Z INTERIOR WALL SOUND INSULATION (OPT.) R-11 BATT INTERIOR BETWEEN FLOORS INSULATION (OPT.) R -l9 BATT Q S. AN INSUC: ION CERTIFICATION FORM CF -6R 1S REQUIRED TO BE POSTED AT �■ THE'.;517ENCE PRIOR TO THE ISSUANCE OF A CERTIFICATEOF ,...� C�' ZUPANCY. CO. ALL U) CL EXTERIOR DOORS AND WINDOWS SHALL. BE WEATHER-STRIPPED. 7. ALS_ JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND W CEILIE'd *A, SHALL BE CAULKED AND SEALED Cc 8. SHOWER HEADS AND FAUCETS SHALL BE CERTIFIED BY C.E.0 a: 9, ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.C. O 10. ALL GA5 APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. U. INSULATE ALL DUCTWORK IN UNCONDITIONED SPACE, R-4.2 MINIMUM 12. DUCTS SAALL BE CONSTRUCTED, INSTALLED, AND INSULATED PER U.M.C. O 13. ALL HOT WATER LiNES WITHIN 5'-O" OF WATER HEATER (IN UNCONDITIONED J 5PACE) SHALL BE INSULATED WiTH R-4 INSULATION. 14. EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT LL NFRC LEVELS ATTACHED, U -VALUES OF DOORS OR WINDOWS SHALL MEET THE TITLE 24 CALCULATIONS. 15. TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THIS IS IN ADDITION TO THE INSULATION CERTIFICATE. 16. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER 17, ALL ESCAPE OR RESCUE WiNDOWS SHALL HAVE A MiNIMUM NET CLEAR OPENABLE AREA OF 5.9 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FIN15HED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. I8, iT 15 THE OWNERS / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THIS PROJECT CONFORMS WITH CC t R'S (COVENANTS, CONDITIONS i RESTRICTIONS) OF THE SUBDIVISION AND OR APPROVAL OF THE PROPERTY OWNERS ASSOChTION. Design: Owner Drawn by: k.t. Rossetta Date, March 2002 Job Ref. 304 SQUARE FOOTAGES: Sheet: HOUSE- 1813 S.F. GARAGE 482 S.F. COVERED PORCH 92 S.F. 4 SCALE, 1/4" = 1'-0" of 9 Sheets