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HomeMy WebLinkAbout039-460-059039-460-046 �rj HA WK TO 02-0252 �� TRq M & CHERYL INP:.E CONT: Cy RANCH RD OU ' NSF 3BR W/GGARYgRAONST GEE E 039-460-W_— 02-0247 , Q HAWK, TOM & CHERYL ! e` GO CONTRANCH: GARYEE ON TEAM 03 NEW�SSHOP �j12 I 039-460-949 HAWK, TOM & CHERYL2 2]87 TRACY RANCH RD., DURHAM CONT: GARY LEE CONST. ADD PLBG. TO BP#02-0247 - GARAGE - . NOTES --r• - z 4 W i s i t t I �A 1 RESIDENTIAL � e_ `039-460-040 ~ _ 02-0247 /l 1, HAWK, TOM & CHERYL a k(6' 2 TRACY RANCH RD, DURHAM CONT: GARY LEE CONST NEW SHOP W/7 --v /fog &vh SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING�LETTER JOB FINALED (Date Signature CHECKED BY J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s ,t Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plast' ' Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 74. Garage Fire Door; Swing -Landing -Closure Date 75. Card B-1 Date Card B-1 Date 76. Card B-1 Date Card B-1 Date 77. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 83. Stucco Brown -Finish Date 84. Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date 86. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect Date 32. Equip. Clearances Panels-Motors-Mech. Equip. Date 33. Clothes Closet Light -Shower Light -Spa Light Date 34. Smoke Detector Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform it Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plast' ' Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iltrati6n-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J NoMalks J Yes J NNPlanters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: OK 0 =,Not OK. = Not Applicable =Not Ready MOBILE HOMES • Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date ( Card B-1 1. Zoning Requirements -Setbacks -Easements r?0__gCard B-1 Date Card B-1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Setbacks -Easements 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect Pool Structure; Steel -Connections -Thickness Dead Men -Lining 8. Utility Clearance 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements-Setbacks-Eas3ments 8. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Health Department Approval 4. Electricity; MH Test -Crossovers -Breakers -Clearances 10. 5. Drain; MH Test -Fall -Flex Connector 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. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 MISCELLA US Date DECKS, COVERS ARPO GARAGES(?Ans) OK except #'s CLowZ000`ni5goFrequires-Easements 2. otings; 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 /% Al� A -Noe- Ca@ORS; Windows -Doors 1,V_/Roof; Shthg-Roofii 11. Ext.; Steps -Doors - Braced Wall Partel Rftrs-Trusses Date Card B-1 Date ( Card B-1 Date r?0__gCard B-1 Date Card B-1 Dat- a �� 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 COUNTY OF BUTTE - DEPARTMENT OF -,DEVELOPMENT SERVICES - BUIL-DING DIVISION 7 County Center Diri've-9�Oroville California 95965 • Telephone (530) 538-7541 PERMIT NO. (Re 12796> APPLICATION AND PERMIT02-0247 ASSES+lJ7 CYii V r ZONING BUILDING PERMIT OWNET„-ybnyL HAWK TE �HONE SO.,FT. OCC; BUILDING VALUATION 731 13,158.00 .OWN EfffodeD � WOOD AVB,. CAIQO 95926 CONTVAR U WNSTRUCTION TE i13-'2518 cO `moi`SQT 92fNG PTNM, MASSM i1 - CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS ,_ Total Valuation $ 13,15 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ M ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ .0 BUILDINGADD�,E- s 'TRACY RANCH RD, DURf3AM Energy Plan Checking Fee $ $ PERMIT FEE S 272.45 L.OTNO. lO SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE ` SF 0, Duplex ❑ Mobilehome ❑ Other SPECIFY ,e Solar or heat um water heater 23.00 Water: piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addifion ❑ Remodel ❑ Utilities ❑ Installation ❑ Other t Describe Work: M Stipp Gas piping system f - 5 outlets 15.001 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S h 1 ELECTRICAL PERMIT Filing Fee 20.00 • in Service zo0A o LESSSS MaLE 23.00 ' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions 61y0 �pter �' 9 (commencing with Section 7000) of Division 3 of the Business and Professions' Code, Kg' and my licenseJs in -full force and effect. ) r , 11 License Class' + Lic. No. q s 1 (4s�,.A OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am a shpt from the Contractors License Law for the following reason: J❑' 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. , ❑ I, as owner of the property, am exclusively contracting with licensed. contractors to construct the project. exempt under Sec. Business and Professions Code for this reason 1000A Main Service zooA To wooA • 46.00 NEW CONST. ( DW LING S° 15� pit App"s a ACC. BLOS. 3:5¢x: • NEW CONST. MULTI -OUTLET , pLpNRa,p• CIRCUITS @7.50 POWER APPARATUS f a SINGLE OUTLET CIR. i.- i @ 1.0 Ex. Occup. OUTLET OR FIILTUREs BAS @': o: Ex. Occu . OTLEDTS RESISUh°EAi i ~ L� 5:00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring J.23.00 PERMIT FEES 45.59 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. bI 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 5 1 "N—, 'r- R> to D MECHANICAL PERMIT`) Filing Fee 20.00 Heating , Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 4 the permit is for work of a valuation tEnergyUnspection of one hundred dollars ($100) or less.) , �❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Cade, I shatll forthwith comply with those provisions. -�� X F / ,.:-'� 4L Date Signaturefof Applicant - ❑ Owner ❑ Contractor ❑ Agent ' r 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 $ Fee $ Y occcoNST. U � TYPE v TOTAL FEE $ 18. (k;r .. D. FEES IMF ••., `FLOOD CDF „-„_ pggpEl pp+ HD { Sj�l his, per. rllt ls,ihereby issued under the applicable provisions o the Bu7<teyCounty Code and/or Resolutions to do work LndI atedfabove for which fees have been paid. u/i ! f j42 By lCll�'F'7 �Datef `-'f /V PERMIT 'EXPIRES t/ ON i pate Receipt No. LI��h�" WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California -6&65 • Telephone (530) 538-7541 / PERMITJINO. (Rev. 12/96) APPLICATION AND PERMIT :,AIX / ASSESSOR PARCEL NUMBER 039-460_= - ZONING BUILDING PERMIT. OWNER �yy� y ��p{� []��'�J CM & QWYL 1114 A TELEPHONE 894-6297 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1145 GLRUM AVE., CHIM, CA 921 9"26 CONTRACTOR'S NAME GARY LEE 00W. TELEPHONE 343-2518 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER , 1 Fireplace LENDER'S MAIUNG ADDRESS •i Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Ma RANCH ROAD, DURHAM — Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 400, USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other IM DEx GARAGF. ' SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other,19 Describe Work: ADD RX TO BE 402-0247 Gas piping system 1 - 5 outlets 15.00 15,00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S -OO ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.A OR LESS 23.00 LICENSED CONT ACTOR'S DECLARATION I hereby affirm under penalty of perjur 11that 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. INO. 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 structufe 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 thisL�_- reason i WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: (t ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. I Date �— �� � � � Signature of Applicant - O' �wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. p Main Service 200A TO 1000A 46.00 NEW CONST. OWE LING OCCUP. OR ADDNS. a ACC. BLnS. SO 3.5Q�: P10" Rc ,DT MULTI.OUTLETr IS @7,50 POWER APPARATUS a SINGLE OUnET CIR. Ex. Occup. ounET OR FORURES BAL Q .50 FlXED APPLNS. OR Ex. Occup. ouTLE. RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 79.00 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL 71 HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,�. +� p By L) !"r'r Date JP.l PERMIT EXPIRES ON �� 13 . J? Date Receipt No. :If) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. - a... r..., � 1.+.- , -_,,.-„,�.aa.a;,,....,+.'�?Fw+.:�+scr-,:r.�.�►=�G"r'A„�`'a"�''lT4£''�.a.�:.a+itw+^•'-�::w.-....��.. •039-460- 02-2187 *. HAWK, TOM & CHERYL TRACY RANCH RD., DURHAM s CONT: GARY LEE CONST. ADD PLBG. TO BP#02-0247 - GARAGE 'COUNTY OF BUTTE i BUILDING'DIVI$IOh--* DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA •. (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE H&Ai TOWN ETR PERMIT NO. 4 ' 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. >:w rw^ 671 Inspector .leie` t /92 f 1M ���.a+�'ii-�r�.4`.^���w-�."av-r"Y.��.+-'.+�y�•.--';cr'�-.1.�..��rr �!-a �..,,,, .- : w• '�;'`�,. 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 this office immediately. ( ( ) YVOV � (ik-0 Q,,S elf y. (Yl r,; If . 61 Date Inspector REV 10/92 -._._-•� ` a`'�rs-�" '�"'.YssJ'"'"1'tri:�:,�-�"�S`-�.�-++�,�;�yiti".tf. , ��rr:r�;:-r�.,a; COUNTY OF 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 naj K- o - 6,)5,r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �I'� ' V Inspector— REV nspector REV 10/92 t, '�'�"��i"' � :�;`�..:..;Y�•rsiti--.acv—. r x COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES x 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 A a CORRECTION NOTICE OWNER PERMIT NO. ,X 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 contaefthis office immediately. t I l D krkl, C,911. --e '. .�r-. (D OlrqVi�C/wl (r+-- �'D+/ OWAht oc r I IX +a Date V Inspector REV 10/92 a "e'""`�i+ti�`'rc.`"kf �.='S'Or'�j"t,»U.�•x..+�t..fj/i+r'N"7 M'.'-...-ti.y,..5.1.-.,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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. JI a Date u '1/ Inspector REV 10/92 =�- illlllllllllllllll1111111111111III COMPLETE THIS INFORMATION: - -- 2 0 3— 0 10 5 5 5 7 7 RECORDING BY: (REQUESTED Recorded Official lyRecords f REC FEE 13.00 I CONFORM 1.00 CountOf AND WHEN RECORDED RETURN TO: E CANDACBUTTGRUBBS I [�l.�COLdx. ROSEMARYrder DICKSON I Assistant I Kathy 1 09:00AM 19-Aug-2003 I Page I of 3 �I 9J 9 J THIS SPACE FOR RECORDER'S USE ONLY �, ._.... Document Title(s) THIS PAGE ADDED' TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) r� '.wt AND IiEN RECORODED Ma%DO 0 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: PROPERTY OWNERS: t JC, State of California) County of��e ) On �?- (g- - c-)3 before me, - ;S -e 1'. personally appeared SQ�,,,� �, Q\c�cic ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) a instrument, the person(s) or the entity upon behalf of which the person(s) cte , executed the instrument. WITNESS my ha an official seal. DENISE M. PRICE Signature eal: COMM. •1341200 t IOTARYCakm of BUTTE ecommisWnExpkesian, 24, 2006 z.: EXHIBIT "A" ORDER NO. BU -200179 DMP THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 41, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. APN 039-460-040-000 (PORTION) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 19 -Aug -2003 2003-0055577 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date:6 4PROPERTY OWNERS: J(t m t State of California) County of�e ) On �- ('�- - n 3 before me, ersonally appeared LZ, c\-�\c-c�c 6ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s),"e instrument, the person(s) or the entity upon behalf of which the persons) cte , executed the instrument. WITNESS my ha an official seal. Signature DENCE ISE E M3at�M NOTARY PUBLIC a CAIJPORNIA COUNTY OF SURE Commiecaa Exp�ea Jan. 24, 2006 ORDER NO. BU -200179 DMP EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 41, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. APN 039-460-040-000 (PORTION) 2003-01050464 Recorded I REC FEE 13.00 Official yRecords I CountyOff j Butte County Building Division CANDACE JGRUBBS I 7 County Center Drive ry Recorder I Oroville, CA 95965 ROSEMARY DICKSON I Assistant I Alyce 09:00AM 31 -Jul -2003 I Page 1 of 3 .20030801 Agricultural Statement AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 16-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: W / " / ./ . 11 Date: — PROPERTY OWNERS: State of California) County of �gwtx ') On '? a S -03 before appeared 1-4\ av,%.n e � _ ally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same p his/her/their authorized capacity(ies), and that by his/her/their signature(s) the instrument, the person(s) or the entity upon behalf of which the person(s c ed`, executed the instrument. WITNESS my hen' a�official seal. ------------ Signatur Seal: DENISE M. PRICE COMM. #1341260 NOTARY PUBLIC • CALIFORNIA COUNTY OF BUTTE Cwmiat n Expires Jan. 24, 2006 ILw.m Description The land referred.'to herein is situated in the State of California, County of Butte; .and .is described as follows: LOT 17, -AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES PHASE 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 2001, IN BOOK 152 OF MAPS, AT PAGE(S) 79, 80 AND 81. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEMBER 7, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001- .51759, BUTTE COUNTY, CALIFORNIA,; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APNS 039-460-024-000 (PORTION) AND 039-460-040-000 (PORTION) TO: FROM: 107.,193 INTER-DEPARTM, ENTAL MEMORANDUM BUILDING DIVISION, OROVILLE O ZS 5Z ;NVIR. HEALTH, CHICO RELEASE ENV HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �dlSEPTIC: WELL: AP#: Q ��� '� %- C% ADDRESS/LOCATION:,47-/ Mk Comments: GL/memos/releasehold COUNTY OF BUTTE^' r + BUILDING DIVISION K DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 = 7 County Center Drive ,,-Oroville, CA • (530) 538-75416 CORRECTION NOTICE 0& -62-Y 77. 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 yop1have any questions pertaining to this matter, or need additional explanation, please contact,this office immediately. I � f 0 V I tae (�I ��S (�' �v✓g/ fn V, all I ►�S►�CG'h �� S �' - i r e Wtj t(C?.Ak W w( i ►n ch Date ! i�U Inspector REV"10/92 cG�(Z) bo 014,,k5 50(l U I rroy, (JI.Wk, In A ,CA t it, 51, 1,/ 4'(- , - f, L/1 5U I& f-/ b) J_ I -0 Data _Z� Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION——' DEPARTMENT OF DEVELOPMENT SERVICES' 411 Main Street 9 Chico, CA - (530) 891-2751 tit 7 County Center DriVe * Oroville, CA * (530) 538-7541 CORRECTION NOTICE o d - OWNER PERMIT NO. tl 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. /V Y%Y,473 I ^If IC A 1 1 .k7- el 11214�, cG�(Z) bo 014,,k5 50(l U I rroy, (JI.Wk, In A ,CA t it, 51, 1,/ 4'(- , - f, L/1 5U I& f-/ b) J_ I -0 Data _Z� Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER . PERMIT NO: A roullne 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. o,J7ler ,ems s o i i Date -t"' , Inspector C_ REV 10/92 W7Lgq-L_ , o/ ` ` ' � � � ^ ` ' U| � ' ^ _ RESIDENTIAL 039-460 272-2 Cy RANCH RD, DURHANj CONT: GARY LEE CONST - . . ° �\�� ���~ ^� SPECIAL CONDITIONS ' SRA . FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REO. '. SPECIAL INSPECTION ITEMS� � VERIFY . CHECKED BY —USEPERM|TCDNOOqONG ___-SUB-STANDARD - dU8|NGLETTER -_-_-_ ' - ^ OFFICE COPY k' Address � ' JOB GAS Moto,8 Dat ELECTRIC _ Meter By oato----�� ~ ' � ^ JOB GAS Moto,8 Dat ELECTRIC _ Meter By oato----�� J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Dupl = Not Ready Date LInderfloor (Plans) OK except #'s o g -Setbacks- Ease ments-Flood- Slope Main; Soils-Elec. Grnd.-/ " Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-Y „2. P' Ftg, Depth 4. Ftg., Pqrches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Ste alls, Main; Steel-Blockouts-Wrapped 6. Vemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier ireplace Ftg.-Steel 44-11'W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Pipe; Size Anchors -Yard Gas Piping; Size Test 51 5 . 5 ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Silts -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 4114 Date Date" Card B-1 Date Card B-1 Card B-1 Date Card B-1 Dateff 7 PLUM NG Permit) OK except #'s ter Htr.; Vent -Access -Combustion Air Baffle 1 Water Pipe; Test & Anchor -Nail Protection Q 2 V.; Test Fittings & Anchor -Nail Protection we Pan; Test, First Floor -Tub Access 21 t Tub & Shower, Second Floor -Tub Access 22 Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. E.quip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At IpAlated Neutral Q Yes ❑ No *'Service- Riser Conductors & Ground Main Disconnect . Equip. Clearances Panels-Motors-Mech. Equip. ' thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 51 5 . 5 ent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 5 mace -Vent Access -Comb. Air -Return Air Vent 115 outlet 6ng-Nailing 39 Attic Access & Platform if Furnace in Attic 58.lazing Area -Glass otection-Skylig s- a tic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs . Headers & Beams -Size & Bearing '10, Date 1r FRAMING (Continued) 47. 8. angers -Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shling.-Rfng. Vleplace Ties or Type A Flue -Fireplace Throat Clearance 019/,Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51 5 . 5 Garage Fire Protection Framing Property Line Firewall & Openings xI. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 P ywood on Roof Overhang -Attic Vents -Rafter Outriggers 6ng-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underfl . Access 58.lazing Area -Glass otection-Skylig s- a tic 6111;0 -LI 51V Shear Walls; Naili -Bolts 60. 4ce6 r/Exterior Wall Panels on -Walls -Ceilings Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection VI/Sedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels airs & Rails V. Fireplace or Stove, Clearance -Hearth VIAlec. Outlets at Wood Panel, Int. & Ext. V./Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 104.Aarage Fire Door; Swing -Landing -Closure jk.C. Duct in Garage -Damper 6 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 7h., Elec. Receptacles in Garage (F.F.I.)-Romex Protec-ion 7 . Insulation -Foam -Looked in Attic 84. Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hale Door Drainage & Wood -Earth Clearance Looked and r Floor 0 Yes 2. Following Instld./Drive JfYes J No Iks — es J No/Planters Yes — o T tucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing jVV Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing I VExterior Elec. Trim, G.F.I. Receptacle -Underground /Ventilation Throuahout House GI s Protection 9 . orrections from Previous Inspections '( r Gas Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval Y3. Energy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: = OKE' 0 = Not OK �= Not-Applicab)e- MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Lire Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Gas; MH Test -Demand -Valve -Connector 4. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Water; MH Test -Regulator -Connector 6. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Electric 9. Tie Downs -Type -Installation Cert. 8. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Siding; Nailing -Veneer -Stucco -Mesh 12. Permanent Foundation Only; License Decal 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N'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; Conduii 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 0i sI J , MIT FIBER GLASS BLOWING INSULATION '.-''BATTS AND BLANKETS When installed in accordance with the man- ufacturer's recommendations, Knauf batts and blankets will provide the full R -value. Bag Weight -Nominal 28 tbs., Minimum 27 lbs. �-.a =•► - THERMAL PERFORMANCE (ATTIC APPLICATION) The stated thermal resistance (R -value) is provided by installing in accordance with the mandfacturer;s+instructions, the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum;thickkass:;Failure to install both the required number of bags and at least the minimum thickness will result in lowerInsulation'`R-value. x xA �. 1°R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1-521F. EQUIPMENT REQUIRED To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 3" Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15-25 lbs./minute. BAGS PER MAXIMUM rr° To obtain an !njGk Contents of this bag The Tfaiv rt° of riNir-MT:Z1:;,V21j more than: should R-60 37.8 26.5 SF MINIMUM R -VALUE* To obtain an insulation resistance (R) of: � THICKNESS Installed insulation should not be less than: rr 869 lbs.f-- ® �r R-44 26.9 37.2 SF .753 lbs. 1'7+175" R-38 22.9 43.6 SF .642 lbs. '15!50" R-30 17.9 55.9 SF .501 lbs. 1'2950" R-26 15.5 64.6 SF .433 lbs.-- 11'.00" R-22 12.7 78.4 SF .357 lbs. Crawl Space Perimeter rr 304 S. SrdO" R-13 7.6 131.6 SF 1 Bag Weight -Nominal 28 tbs., Minimum 27 lbs. �-.a =•► - THERMAL PERFORMANCE (ATTIC APPLICATION) The stated thermal resistance (R -value) is provided by installing in accordance with the mandfacturer;s+instructions, the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum;thickkass:;Failure to install both the required number of bags and at least the minimum thickness will result in lowerInsulation'`R-value. x xA �. 1°R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1-521F. EQUIPMENT REQUIRED To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 3" Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15-25 lbs./minute. BAGS PER MAXIMUM rr° To obtain an !njGk Contents of this bag The Tfaiv rt° of riNir-MT:Z1:;,V21j more than: should R-60 37.8 26.5 SF MINIMUM WEIGH I Weight pvi sq installed insniatiuo not be less than 1.058 lbs. ilidtion j4e. I "11IM _ � ` 3,50" R-50 31.0 32.2 SF 869 lbs.f-- 2G'00" R-44 26.9 37.2 SF .753 lbs. 1'7+175" R-38 22.9 43.6 SF .642 lbs. '15!50" R-30 17.9 55.9 SF .501 lbs. 1'2950" R-26 15.5 64.6 SF .433 lbs.-- 11'.00" R-22 12.7 78.4 SF .357 lbs. Crawl Space Perimeter R-19 10.9 92.0 SF 304 S. SrdO" R-13 7.6 131.6 SF .213 lbs. 5275" R-11 -- 6.2 161.3 SF .174 lbs. �r 4.,75:' This product conforms to the performance requirements of ASTM C 764, Type I, and cancelled Federal Specification HH' -1-10-_ P P q YP P f,� l:TYp Class B. R -values are determined in accordance with C 687 and C 518. :„ means resistance to heat flow. The higher the R -value, the greater the insulating power. Ask your seller for the "faas6At on R -values. BUILDER'S INSULATION STA-fL=MENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a thermal resistance of... BW -AC -08 5/02 It FRAMING ADJUSTMENT To compensate for framing members, the number of bags Per,.1;00b.5q:,ft. of area to be insulated should be as shown below. +:• . Attic Area R -Value R- Thickness at t � Inches Sloped Ceilings R- at Inches Walls R- tC( at i:�4 Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- ( C1 / at (�`7t.� Inches Date Installed 2 x 6 30.2 30.4 Blown insulation has been installed in conformance with the above 29.8 recommendations to provide an R -value of: R- _ 325 using 26.3 `k bags of this insulation to cover 1 t square feet of area at a minimum thickness of inches. 2 x 8 25.7 26.0 1_01111 ✓vJaa�v� 2 x 4 22.4 22.$ Insulation Conlracto (signature 2 x 6 22.1 22.3. x l 2 x 8 Company 2 x 4 Date Home Builder (signature)- R-30 2 x 6 17.1 �CZJ(` 2 x 8 16.8 Company - 2 x 4 15.0 BW -AC -08 5/02 It FRAMING ADJUSTMENT To compensate for framing members, the number of bags Per,.1;00b.5q:,ft. of area to be insulated should be as shown below. +:• . -�� CLOSED -CAVITY APPLICATION ����°�� (EXTERIOR SIDEWALL OR FLOORE=D ATTICS) Date Contact Knauf Fiber Glass for more information. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A. 4,7 R -VALUE JOIST DIMENS BAGS/MSF 16" D.C. FRAMING j 2 x 4 37.2. •"`"! ,f ., R-60 2 x 6 36.8 3?"1 2 x 8 36.5 36.& 2 x 4 30.5 30.6 R-50 2 x 6 30.2 30.4 2 x 8 29.8 30:2 2 x 4 26.3 26:5 R-44 2 x 6 26.0 26.3 2 x 8 25.7 26.0 2 x 4 22.4 22.$ R-38 2 x 6 22.1 22.3. 2 x 8 21.8 22.1 2 x 4 17.4 175 R-30 2 x 6 17.1 17.3 2 x 8 16.8 17.1 2 x 4 15.0 15.1 . R-26 2 x 6 14.7 14.9 2 x 8 14.4 14.7 2 x 4 12.3 12.4 R-22 2 x 6 12.0 12.2 2 x 8 11.7 12.0 R-19 2 x 4 10.4 10.5 2 x 6 10.1 10.3 2 x 8 9.8 10.1 2 x 4 7.1 7.3 R-13 2 x 6 6.8 7.1 2 x 8 6.6 6.9 2 x 4 5.7 5.9 R-11 2 x 6 5.5 5.7 2 x 8 5.2 5.5 -�� CLOSED -CAVITY APPLICATION ����°�� (EXTERIOR SIDEWALL OR FLOORE=D ATTICS) Date Contact Knauf Fiber Glass for more information. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A. 4,7 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 02-0252 PERMIT NO. ASSESSOR PARCEL NUMBER 039-460-040 ZONING SR1 BUILDING PERMIT OWNER TOM & CHERYL HAWK TELEPHONE 894-6297 SO. FT. OCC. BUILDING VALUATION 247 7 R 139 R 3,866, OWNERS MAILING ADDRESS 11145 GGLENWOOD AVE CHICO 5 2 792 U 14,238, CONTRACTOR'S GARY LEE CONSTRUCTION TELEPHONE -2 262 c 3,406, CONTRACTORS MAILING ADDRESS 196 WHISPERING PINES, COHASSET CONSTRUCTION LENDER rr r r Fireplace A 1140, LENDER'S MAILING ADDRESS Total Valuation $ s ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 828- 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 518-51 BUILDING ADDRESS 242 Energy Plan Checking Fee $ 21.00 $ PERMIT FEE $ 1,401.03 LOT NO. 10 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 91.00 USEOFSTRUCTURE SF P Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Y 5.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New �] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR WITH GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 a -' , Mobile Home I S I G I W 920.00 PERMIT FEE s 171.00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR UE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license iS„I. full force and effect. / / [ / License Class Lic. No. 4 S l T So OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STMT -F__ FuN� Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. BUDS. SG 3.50 EW N"ONRES1oT MULTRANC,I- OUTLETUnS 97,50 POWER APPARATUS A SINGIE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 -00 BAL @ I .50 FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 157. 45 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 40.00 Cooling 2 40.00 Hood 6.50 6,50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall follb,wilh comply It those provisions. X Date S C) 2- Signature of Ap licant - 13Owner Contractor ❑ Agent An OSHA permit is required for excavaii6hs over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OccCONST. jZ3�U TYPE VN TO AL FEE $ 1 9 8 HAZ. D. F O D CDF P C L H IS This permit is hereby issued under o Butte Co my Code and/or ndic a o for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to o 0 3 Defe ReceiptNo. 337260/$636.95 % WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ' . 1111 III III 1 Iili l 11 illi it 1111111111 1001 69E63 Recorded I Rf_C FEE 7.00 Official Records I COPIES 1.00 County Of I BUTTE CANDACE J. CRUBBS I Recorder I ROSEWRY DICKSON I Assistant I Cheryl 11:44AM 04-Ppr-2002 I Page 1 of i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: C�P� L/ 6 2- C - �._ - IrLA-r--Y fL4-1JCF�RD D 0 a-fhqt-� t c 1� i tom- f o 'D u rLr{-Av-\ /�f -ff-- CD",Z (� - q,� 0 _- C,� Date State of California County of BUTTE PROPERTY OWNERS: On APRIL 2, 2002 before me, ELYSE M. HOLT, NOTARY PUBLIC personally appeared THOMAS K. HAWK AND CHERYL L HAWK personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Ew.: •. I-ti'cE MHOL M. T ��� V :•...Y 1L1,^5<3<6;5,7Signature NOTARIC- !I RNIA� E,... 0 w COMM. L�; ' JC4 •+ A.P. # Er . ELYSE M. HOLT V COMM. * 1253657 (' y NOTARY PUBLIC -CALIFORNIA g BUTTE COUNTY (� COMM. EXP. FEB. 14, 2004 "s a COUNTY OF' BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 r • / SCHEDULE OF FEES DUE /� OWNER. W1` rat -7G A.P. # 0 3 7 — '*9" UTd PROPOS ED BUILDING USE DATE y (�0�-- �' � ,�CG� • S � RECEIPT # DATE REC. .... 1. BUILDING PERMIT FEES --Balance Due ............................... p , .q Z.'OZ4?$ + --Additional Fees Due .... -.....~....:...::...........:.......... $ ! t -Additional Fees -Due:........!........ ........................... $ - fit --Revised Plan Checking Fee.........................r........ $ t . , 2. SCHOOL DISTRICT FEES // Ufa CA, �+ u v� (paid at District Office) _ �3�— 3 SHERIFF FEES (paid at Building Division) 3.7- I t Residential .................................... I x $360.00 = $� JJ jj Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. f Commercial (Sq. ft.) ............. — x = $ Sq. ft. -- Amt. t 5. RECREATION DISTRICT FEES (� �• �� 6��THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion $200.00 (paid at Building Division) f r 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER _ At time of permit application, I was advised the above fees are required to be paid prior to issuance of,the building permit. These feesA may be changed during the plan checking process. k _ -V ! " \ V t V APPLICANT DATE Z �^ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government�Code Section 66020(a). Original - Building Div. 2nd Copy � Applicant 3rd Copy - Owner C (Rev - 6/00) E H USE ONLY x!92 9fatnchad N714 / /� Sana to ®.O TO: Building Department �v v2 FROM: Environmental Health 0, SUBJECT: Sanitation Clearance v'(o ddl-4 J, � / — a M�–C,,o 4 i o, 7�0,1 -ds? Owner ocation AP# Plan Approved for: Sewage Disposal i/ Water Supply: Public � Private Well Clearance for dw fling. Qtber I', -- Hold oEI—W-&f'na Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 t" ' COUNTY OF BUT E-DEPAPTMENT OF DEVEL;OPMtNT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965'Phone (530)538-7541 Fax (530)538-2140 1 PERMIT APPLICATION DATA SHEET OWNER:V 10Z 7a- &_9 y If ASSESSOR PARCEL NUMBER 0 q We ©�� Proposed Building Use: Counter Technician: /ter V Date: 02- 5-'m Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L�]'1 lot plans, 3 or 4 sets, signed by the preparer of the plans. [�L/. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Eyr gineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. B�4�Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. /106. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Aw 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D)`Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 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. i Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11.. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ` ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15 Statement of Intent for Non -heated and A/C Buildings ......................................... 6. Sanitation and plot plan approval from the Environmental Health Department in G 111ea ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: Ok_ B)Parking: . (C) Parcel Check: f — 0"? - 0 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 695rT 2icroachment Permit for driveway froro cla orks Dept. (construction approval prior to occupancy). _ 22. Pre -Inspection for f required ................ 3. Contractor's license information. (Number, Name Style, Classification) ...................... '4. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .......:............. 26./Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 4- q-03� e6aE� ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 0-30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone % and hold for pickup. v I have been informed.9f the above items and requirements for obtaining a bu'Iding ermit. Applicant: Date: 7' OZ 1. Index permit application for the above items numbered: 142-R], �� 2-1 Plan Check Letter 2. Additional items required � —1 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� ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: In Date: ,3 (3 0 G Plans approved by: 1y�w Date: Structural reviewed by: Date: Structural approved by: P Date: 3 Z / D Z Note transfer by: Date: Yellow: Building Division �>n,�l'..• � .,: ��V^�"it^-i��,� .• �;.,.: Y�i�.:F�. ^y,/a'~"H q�T �'r 5, ' � "�.r7r:Y.0 ,rrr' f � P K� ia•.. 11�. I .r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION'FORM .r (One form per Building) School District Building Department No. A.P. Number 39� 'I �U" VSIJud diction: City County Property Cavner Property Subdivision iia Lot No. 1 Residential Development � ..................................................................................................................: % Sq. Footage �� / 9 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ..................... .*(N0foundation ms�tion) .......;.. k► ,................. .f,.. Commercial/Industrial Sq. Footage New Addition (Including Exterior _ Roofed Areas) Building Department Representative Date i moor/rians reviewea oy acnow vismci rersonneu District Identification No. .1/()41A7Y1 (in/ /%/rL 7 School District certifies that, 4- Cr yE�l? Y L 0%� (Applicant) 7�AC `/ IPOVe+ lDed (Street Address) (Phone Number) au,e�� cA 9sy3 8' (City) (State) (Zip Code) has complied with the requirements of Resolution No. ' 7 by payment of $ SOV. . 915� representing -N 7 square feet. i School District Representative Paid by Check # Remarks:' AB 2926 $ FULL -MITIGATION E /V - 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. r If, subsequent to the School District Representative.signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional. school fees to fully mitigate its impact on the school district's schools. White,(applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 11�'`'�-yJJ`i�^,, i�:..,w�f�,=��h.�:s�`"`rE%�+: �i``rY`�:x'i,n'�yti-�ty^-t, 4,w,��r`r,,'h.�rc'tr%..j,�tKt''_"`t"'��v'-�„L�:✓"'�-�1,�,�-r�i-Irv'aF`sr�s•.:ir-,.^r.�,i;�i-v.��vv�,�;��,�V"l�vt�'�v,zl�, �:�;� BUTTE COUNTY PARK FACILITY FEE=PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Project Location/Address: I rd-e.44,eaito-,k ed - 7 y. Subdiv son Name: L"d ��Assessable Square Footage: �� Type ofR�esidential Development (check one): 1 r F:'-�. N&elopment ❑ Alteration/Addition ❑ Mobile Home (s) Non -Residential to Residential -Comments':`- Building Division Represent ive Date Durham Recreation and Park District (DRPD) certifies that 3Y3 -,2-- S. i Applicant. N�me Applicant Phone Number Street Address S59�3 city State Zip Code has complied with the_;r.equirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment`for,��q square feet at $ 1.04 per square foot for a total payment of$ PAID BY CH BANK No.: q 0 -42-o 2 - PAID BY CASH: RECEIPT No.: 14q % Remarks: �- OZ Pate DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION OT °`_T�, ° ° ° RESIDENTIAL PLAN ° ._..::-� ° REVIEW GUIDE c c SINGLE FAMILY, DUPLEXAND n_ ,•l MISCELLANEOUS ONLY Owwner: aAAAA'- Building Permit Number: Oa - 0125 a Plans Examiner: Martha Christy A. P. Number: 0'J9— `f bO — OSY GELNERAL: X Zoning requirements — (number of permitted living units). Plans signed by the designer. ,3' Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. 3 Other buildings or structures. U �Y Grading, fills and/or drainage. Flood hazard. �! Special conditions on Parcel Map: Noise ❑ SRS, ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: I . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). J_! 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net. clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are prodded as a means of escape or rescue, they shall have a finished sill height not more than 4.1" above the f1cor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). jl Glazing in Hazardous locations (Uniform Building Code section 2406). �! Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls. bathrooms and toilet compartments may have a ceiling height of not less filen 7 feet measured to the lowest nroiection from the ceiling (Uniform Building Code section 310.6.1). /7*"' All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GPC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Do.Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5)• %�1 Garage firewall separation - required on garage side including supporting walls and posts (Uniform.StUdin Code section 302.4 exception #3). j f o+ p (a -v') �i Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). X Wood stove location - Alcove — UNfC section 205 confined space & 223 unconfined space & 304.2). )� Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. 8 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not mon than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply With the Uniform Building Code. This must include the designee's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building, 7. Roof construction details complete enough to construct building. �� 7'Y 8. Fireplace construction details and calculations if necessary. �r ►� 9. Garage door header size(s). 10. Porch header size(s). 11. 'Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. G)jsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. 17. 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. AUSCELLANTOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3:3.2). 8. Tsv exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. WELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. ` 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Nee = �fJJ PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: ✓'Tla S I Permit #: Work Description: D Date Description of Step or Status Pb. f &�, C — s --i -7 C— 71-r�� v .v v, v• v, —, v a . zyuJ • lelep w t2/96) o r APPLICATIONAND PERMIT V 1(,,OA►MCa'4,re1 -\c) H A WK T q 9 So FT. >wwa, wwwo Aooa,• L `} S le N w0� prr--i e_ 1 �� ;OyT gA CTOA 1 ,MK T[l0`CwE r42 dee, C.o rJ �_( 33-aS g — ow*A�croA, wa,w Aoor+c,s 96 W t+( 1\ •1. c T,o., IL wa ra v t I L C_DM(Av IT'; C /NIL C `O EA 1 e (»U) 5db•7541 G PERMIT h , BUILDING PERMIT OCC BUILDING V^LUATIQN —I I 5.j .wvo AooAns Fireplace 23.00 . 48.00 NEW CO -4T. OA ,vows. Total Velustlon NOS q!ES'O gc-Rtcr04V.QpAER 50 I Ce. ucE,ae w Flin Fee 3 Permit Foo 2g, 50 i a sk 20 00 ACKTECT OA o oe•aR, wALwO A0OK,1 1*16 3( S �/tLL S T 'Sot l�-tl EX. OCCU F=0 AP°t�' OA ..W«O+DOKS/ L(/ 5.00+ Plan Checking Fee 5Yr P3.00 Mobile Home Facilities 20.00 Misc. Wiring , Energy Plan Checking Fee L r L"Z4 +r�,C �GY`C�� � PERMIT FEE _ - orrwo eusaysoHewut rAAca wr PLUMBING PERMIT Each Trap7.00 Filing Fee 20 00 USEOFSTRUCTURE Duplex ❑ Mobilehome ❑ Other Solar or heat pump water heater 23.00 • ePtcn Water pi in Each gas water heater or vent 15.00 15.00 TYPE OF WORK ow O Addition O Remodel (3 L)brties ❑ 1,ftintion O Other, ❑ Gas piping Iryst-n 1 • 5 outlets 15.00' S Buildingsower Mobile Home S1. G' W 15.00 @20.00 escuibe Work: / ) L� iz/v n L bl C7 �(j PERMIT FEE f ELECTRICAL PERMIT Mein Service 0001 oA u<s, Filing Fee 20.00 -n -7 ""PERMIT FEE PAID SRA SHERIFF OTHER AMOVNT RECE Wb sC/ *R6 M tau -7 7TO 56 P - dt PERMIT FEE : MECHANICAL PERMIT Filing Fee 20.00 Heating a Cooling Hood 8.50 r Ventilation PERMIT FEE S j uv t Mobile Home Installation Fee $ Energy Inspection Fee $ TO AL FEE $ (t� ~'°90 cc ► .o esu This permit is hereby Issued under the apprfcable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �2­4 xoA OR LE ss 23.00 Main Service 200A To loc*A 48.00 NEW CO -4T. OA ,vows. Ow A. Occu/. a .cc. awe.#9'7 NOS q!ES'O MULTI.OUnO 50 POWER IWAAAIAT a sk EX. Occup, OvnE OA nmAC1 SAL so i EX. OCCU F=0 AP°t�' OA ovnEM E3 o ra 5.00+ Temporary Service P3.00 Mobile Home Facilities 20.00 Misc. Wiring 2300 PERMIT FEE : MECHANICAL PERMIT Filing Fee 20.00 Heating a Cooling Hood 8.50 r Ventilation PERMIT FEE S j uv t Mobile Home Installation Fee $ Energy Inspection Fee $ TO AL FEE $ (t� ~'°90 cc ► .o esu This permit is hereby Issued under the apprfcable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �2­4 ,.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E f1f7. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-460-040 ZONING BUILDING PERMIT OWNER TOM & CHERYL HAWK894-6297 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1145 GLENWOOD AVE., CHIM, CA WE 9599A CONTRACTOR'S NAME MK GARY LEE CONST. TELEPHONE 343-2518 CONTRACTORS MAILING ADDRESS 196 WHISPERING PINES CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS MCY RANCH ROAD, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 14.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 10 DET GARAGE SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others Describe Work: ADD PLBG TO BE #02-0247 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W EP!! PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600V OR LE Main Service .AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. i 4 4i Date �' — � "� � Q G _ Signature of Applicant - ❑ wn r ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 OCU000A NEW CONST. DWEWNG OCCUP. SO WjL OR ADDNS. ( 8 ACC. BLD S. 3.50FT; NEW CONST.MULTI.OUTLET NON-RESID. CU @7.50 APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. Occu OUTLET OR FIXTURES BAL p'.50 ZED APPLNS. OR Ex. Occup. 5.00 ETs REslo. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 79.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 6LJv� Date T PERMIT EXPIRES ON �� ' i to Date Receipt No. WHITE-D.D.S.-B.D. CANA Y -A SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT lRev.12/96) APPLICATION AND PERMIT -2 AcslssoRFAacawreul BUILDING PERMIT OWN! ' G2 SO. FT. OCC.BUILDING VALUATION OWNOIZ NO ADit t S . lNV (-, - •;. Ex. OCCuIMMO OR OVRETS ESiO. EA CONTAWTOR't I J TlLDNO ! ��� �'^ IQ ✓� 2SI Fire Ince Mobile Home Facilities 2p,p0 COMRACi011i A90�f >� - CONSTRIXTION LENOOt LENOER'i MUNI ADOREIs Total Valuation E ARCHRECi OR ENWNEEA UCEN6E NO Flirt Fee $ Permit Fee $ 20 c MCKTECT OR FHONEFAs wwNo ADaIEse euaDwc ADDRESS Plan Checkina Fee E Energy Plan Checking Fee S $ • PERMIT FEE t LDT NO SUDWISKM-s NArX PARCEL MAP PLUMBING PERMIT Each Trap Fling Fee 20.0 7.00 USEOFSTRUCTURE Solar or hent pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome O Other Water tPEcsv piping15.00 TYPE OF WORK Each as water heater or vent 15.00 Gas piping tem 1 - 5 outlets 15.00 — New 13Addition O Re od O Utilities O Installation [3 Other O Building sewer 15.00 Mobile Home S G W @20.00 Describe Work: v..1 ' PERMIT FEE ti ELECTRICAL PERMIT I Filin Fee 20.0 Main Service toov ORtE15 200A OR L . 23.00 Main Service 200A TO IOOOA 46.00 • NEW CONST: a DSUP. OR ADONS. plNIM 3.5eS°: CONST. NON•RFSID. YULT� LmiT I 1 @7.50 Ex. Occup. ovntT OR FD[nlREr, I Ex. OCCuIMMO OR OVRETS ESiO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 2p,p0 Misc. Wiring 23.00 PERMIT FEE I S MECHANICAL PERMIT I Filing Fee 1 20.0( 6.50 PERMIT FEt f Mobile Home Installation Fee i Energy Inspection Fee S occ GUNH111 TOTAL FEE $ NA2.IMP FLOOC) CDF PARCEL I FO ND i �. This permit is hereby Issued under the appricable provision: of the Butte County Code end/or Resolutions to do wore indicated above for which fees have been paid. By Date PERMIT EXPIRES ON TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other _ E.N. USE ONLY Plot Pian Anachod K------�� Floor Plan A ttdjo Sana to B.O V, �Witk� Ldcation l/ Water Supply: AP# Public 1,"'7 Private Well _ MOM Tlnal Tor: Final clearaan�c�e�O".K. for: NOTE: Environmental Health'Specialist 8/96 Of COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.'12/96) - APPLICATION AND PERMIT 02-0247 ASSES61 JVC4l�l�1{-!U40 j�J ��J �f ZONING BUILDING PERMIT , OWNETOM &CHERYL HAWK TE 894E 6297 SO. FT. OCC. BUILDING VALUATION 731 13 158.00 DW"�51�+1rdt'A j00D AVE, CHICO 95926ON CONT VAlI l LIE CONSTRUCTION TELEP 343E 2518 coNTRAc9bsWliP��ING PINES, COHASSET CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 13 158.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.40 ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Plan Checking Fee $ • -F BUILDING ADDIS TRACY RANCH RD DURHAM Energy Plan Checking Fee $ $ PERMIT FEE S 272,45 IAT NO. 10 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other )p Describe Work: NFW 4140P Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A800V OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 isAp4ull force and effect.S( S-� License Class Lic. No. l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO L 46.00 WEE U NEW CONST. DWELLING OCS. OR ACDNS. ( d ACC. BLOB. SG ')5.59 5 3.5,so t 5 0 NONEW .pESID. CIRCUITS @7,50 & SINGLE OUTLET CIR. POWER APPARATUS Ex. Occup. OUTLET GRFIXTURES 20°'•0° BAL @ .50 LNS Ex. Occup. OFU(� S RESID.OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 45.59 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. Yhave 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 fg 0_3> Policy Number (The above sections need not be completed if the permit is for work of a valuation Aof one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw'th comply with those provisions. X Date 715/02— Signatur of A plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE TO AL FEE $ 318 0 HA2. .._ D. FEES ..� F100 COF P EL HD S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By d PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate ? D2 OJ to Receipt No. ���� ��• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ',A a- V s - f f . e COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS101 , cam 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET • OWNER: U"' 1 ASSESSOR PARCEL NUMBER / J I fJ� O / (/ CE Proposed Building Use: Counter Technician: I Y Date: Items required in -order-to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. B' ,1/. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 9,,'2. complete plans, 3 or 4 sets, signed by the preparer of the plans. L�-�<Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ®.,4� Engineered truss, details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or 1 foundation plans, all in duplicate. . Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. 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 Flood Elevation Certificate, wet -stamped and signed, in duplicate .............................. Plot plan and business license approval from the City of Biggs ................................. Letter of intent for non-residential buildings....................................................... Detached Accessory Building Form filled out by the owner ................................... Hazardous Material Form............................................................................. Other R -O f i .. t� Remai ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14, s as shown on the attached Schedule of Fees Due Sheet.... ._-�..:-la` ..................... 1 Statement of Intent for Non -heated and A/C Buildings...................J.............. !/ 16. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... -� r ❑ 19. Planning approval for (A) Use: d K (B)Parking: (C) Parcel Check: ❑ 20Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Ai,?' "' Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for 1 required ................ Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: 164 1 When issued Telephone and hold for pickup. I have been informed cf the abo it ms and requirements for obtaining a bui ding ermit. /�._. Applicant: (/ Date: 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 thea ove data by ❑ phone, ❑ mail, ❑ coun er, by Date- - Plans -reviewed by: Date: Lt • Plans approved by: VA C— Date: Structural reviewed by: Date: Structural approved by: Date: Note trAfisfer by,M Date: * Yellow: Building Division v 12/96) J Its 10 i1.MCQ Mijrpl 0 • APPLICATIONANDPERMITnon? (5�U) 536-75416 �PERMIT h J towroS- J 1 BUILDING PERMIT " e G ASO FT. OCC BUILDING VA a..a 1 IM4.kQ 40oetII b a`17 'VALUATION q S �---wooer s c,, 6 C. CA--� �••ra�cro,1 bollI ►no��okE, c/ R I 0•n�K r0,7 Well Il lolls G..�..7 { V b x.,71 --.s n.e S o•a fill no.. tA'0M _ u t l c VIA Ill SO Sow s Ill .0o,tls Fre lace I �c••ntcr 0, E'4n[E71 Total Valuation 1.41l w Jill Filing Fee ; C-Wrtc+ 040.0&llTt a -COALS! t.L,, Permit Foal lJ«O bOKSf 0.11 S^ �"`� SV E Plan Checking Fee i Energy Plan Checking Fee i r "o I •veorveorrl rwt USEOFSTRUCTURE/ r O Duplex O Wbilehome ❑ Other S/fOP •otcry TYPE OF WORK ow O Addition O Remodel O UdGties O installation ❑ Other O ascribe Work: _LW "PERMIT FEE PA10 SRA • . SHERIFF OTM AJKOVNT RECEIVEb Wv s------ — on - . 5-D51) ce " TO to Fvr Iwo coMm s PERMIT FEE _ PLUMBING PERMIT Each Trap Solar or heat um water heater Will i in Each gas water heater or vent Gas i instem t • 5 0 Buildingeawet Mobile Ho S I G; W PERMIT FEE I ! ELECTRICAL PERMIT Main Service /oov OR tlsl i00A OR IlSS Mala Sell lou i0 IOOOA NEW C0�6 i. Ow. f11J.0 OCCU►. OR �OOkS. � E SCC. ai0! ww�� ( euunoun.Et t 20 00 ling Fee 20 00 7.00 23.00---- 15-00 3.00 15.00 -TS-0 15.00 X20.00 ng Fee' 20.00 23.00 19.00 3.5tI X7.50 Ex. Occup. OUTLET oa n T%Acs "0' 00 law so Ex. Occup, ovnAn ED 0,o a 5.00 Temporary Service 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.001 PERMIT FEE Sl n MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 9.So Ventila5on PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee ' TQ occ `lVTOAIL FEE $ oso coo .�l This permit is hwl Issued under the appkAbls provisions 01 the Butte County Code and/or Resolutions to do work indicated above for which tees have been paid. By Date �— PERMIT EXPIRES ON PROJECT PROCESSING RECORD Applicant: At-, Owner: q g-tj J A.P. #: (J 9 — �� _ d s� Permit #: 0,9 r Work Description: Date Description of Step or Status eA k 9 tAl 61zzl r©o� ()lo -`f lae a� '�• (do o p Low ,[moM", •► Department of Development Services Building Division 7 County Center Drive o " Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Phone Mailing Address] I' 14.5 ( W O 0-0 A--..J-e. a1q-�Z� 7 C_t�tCc-) , C Site Address: p hy a—tt-� -yzs Assessor's Parcel Number: Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes No ❑ 2. Is the structure already built, under construction, or under notice of code violation? YeiEl No o 3. Will items produced in this building be offered for sale? Yes ❑ No,0 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ NoF SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? YesXj No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ NOR CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? YesNo El11. Will this building be heated or cooled? Yes No 12. Will this building have a water closet/toilet? Yes ❑ NoRl 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? W�1 N2 Lt17-E 16. What type of wall covering will the building have? SPO cco — _bM lia'd t/Y+ S I Ak. OVER 1 of 2 • PROPOSEDUSE: (check only one box) 1. Residential Storage Shed — I will be storing V in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open.. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed.to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑, Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio 1 ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 " ❑ Home Occupancy 2 _ ❑ Other — Use = 1. Describe type of Worbhop 2. Must be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. ,. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with speck requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws requiredisclosure of this information if or when the property is offered for sale. Owner's Name: Please Print eker y� Owner's Signature: &I Lt4l Date: 2 of 2 OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE C/-�y,/7eYL PROPOSE BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ..................................................... --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Z2SCHOOL Revised Plan Checking Fee .................................. $$ DISTRICT FEESl2(/ (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... I x $360.00 = $� Units Commercial (sq. ft.) ................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units x $0.03 = $ Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. _L_, 5. RECREATION DISTRICT FEES 42 uxllOkt, 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # O31— 7 0 DATE 02 r 5 RECEIPT # DATE REC. 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 Z O L Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. . 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) PLANNING - LARRY PAIN _ � I i� •APPROVED L REIM To CHIOD aw HFALIM Z DITIONALLY APPROVED Genera/ Information Owners Name: %% M 4 , x,;. Owners Address: Building Site Address: Property Information �'�jL�J ❑ RESOLVE PROBLEMS PRIOR r0 APPROVAL Date: '4 mor, — Parcel Acreage: Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial Mobile Home R(SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: ' Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: ❑ Residential Accessory Parcel Is In: Land Conservation Agreement IS No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan is No ❑ Yes Violation Area No ❑ Yes et No ❑ Yes, check use Enterprise Zone Y c Floodplain J§No ❑ Yes Zone: ,/) , Panel Number: -_0 ❑ Watershed Protection Zone No Yes Pr000sed Use Comolies With: 0 General Plan > Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit Administrative Permit ❑Accessory Budding Use Commercial/Industrial/Multi-Family Uses' Parking: ❑ Parking Requirements are OK as Shown ❑Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Cther Road and Drainage Improvements Required: ❑ No ❑ Yes aoalicable Setbacks: Environmental Health Issues• Sebtic Permit Review: Well Permit Review: Land Development Review Parcel Created bv: ❑ Deeds -a Map Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ No ❑ Yes ❑ Yes I>U 3:> Date of Recording: "I ' -2-G— O Lot: Block: Book: 15 ) Page: I Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHO requirements. ❑ Other General Comments: SEE fa i t AC—�AID C-3 )J X17 ) QS -3 S Q�. ` N (:)Te S 1. THIS SHEET SHOWS ADDITIONAL INFORUAT10N. 1$ FOR ADDITIONAL INFORMATION PURPOSES ONLY. DESCRNN3ING CONDITIONS AT THE TIME OF FILING AND IS NOT NTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LING. BRICK BLOCK OR SWUM MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET N NEWT SMALL BE INSTALLED ALONG THE SOUTH£RM MID WESTERN PROPERTY ONES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 1 SAID FENCE SHALL BE CONSTRUCTED ALONG THE SOUTH LINE OF PHASE I. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WALL REQUNtE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOLNrTERED DURWG PROJECT CONSTRUCTION. SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. S. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREE'S CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFFS FACILITES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE M OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBIL£ HOME PARK. SAID FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. O 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FOR ROADS. DRIVEWAYS. OR -' BUH.DINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. i 1"=100' I S( Q rZ `11 -7 LJ P,/ -L6- o 1 ADDITIONAL INFORMATION 5HEF-T DURHAM LAND ESTATES PHASE 1 A PUMAC STREET SUBDIV76 0111N1 BEING A PORTION OF 77-iff SOUTHEAST 1/4 OF SECTION 24 TOWNSW 21 NCf?71 J RANQE 1 EAST AND A PORTON OF 77 -we SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 21 NOR77-C RANGE 2 EAST, M.DM STRUCTURAL CALCULATIONS RCE Job #2001. , o SS for Janice Lee Hawks Residence Lot #10 Of Durham Land Estates, Durham, CA Calculation Index: Page # • Gravity Loads 1 • Lateral Analysis LI – 1-13 • Beam Analysis BI – B6 • Footing Analysis F] – FIS Rev.0 09/20/01 Initial Issue These Calculations have been prepared for plans drawn Janice Lee for the above indicated property. The results of the calculations have been incorporated on said plans. .. oZ-o Zsz SULDING DEPARTMGN-11 3 1S�2 P. CIVIL — STRUCTURAL ENGINEERING SURVEYING 3060 Thorntree Dr. Suite #10 - Chico, CA 95973 phone: (530) 894-8833 - Fax: (530) 894-8882 fax ci@r-c-e.com - h"p://www.r-c-e.com i='/ L- E 9/10/01 - Gravity Analysis - Hawks Residence - R.C.E. Job 2001.055 Gravity Loads: Roof Dead Load 1/2" OSB Ply. 1.7 psf Slope= Comp. Roofing 5.0 psf 7 Framing @ 24" o.c. 5.0 psf , to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.8 psf ota (sloped) ps ota oriz ps ota (axial)ps Roof Live Load onstruction 16.0 ps Wall Dead Load (3) -Coat Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing @ 16" o.c. 1.7 psf . Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.3 psf IlTocal I Y.0 ps Wall Dead Load 2x4 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf 11-1-otal 8.0 psf Copywrite 2001 - Spyder Software t 'Hawks Res. JOB #2001-055 � � SHEAR WALL, BEAM LAYOUT s- 8—. Poqe I I i 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 �5•LZ Wind Loads -- Method 1 p= Ce•Cq•gs•i IWW OLW IWR OWR OLR OPR Wind Speed: 75 mph Exposure: C where; Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' p= p= p= p= p= p=1 12.2 7.6 4.6 13.7 10.7 10.7 psf - @ 0 to 15' Ce = Ce = Ce = Ce = Cq = Cq = 1.19 @ 20 to 25' 1.23 @ 25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall 13.0 8.1 4.9 14.6 11.4 11.4 psf - @ 15 to 20' 13.7 8.6 5.1 15.4 12.0 12.0 psf - @ 20 to 25' 14.2 8.9 5.3 15.9 12.4 12.4 psf - @ 25 to 30' 15.1 9.4 5.7 17.0 13.2 13.2 psf - @ 30 to 40' 16.5 10.3 6.2 18.5 14.4 r 14.4 psf 7-@- 40to 60' nd Loading Tributary Cq = 0.3 (IWR) Inward @ Windward Roof Wall Lines A -C Area Cq = 0.9 (OWR) Outward @ Windward Roof 4.25 feet @ Cq = 0.7 (OLR) Outward @ Leeward Roof Mean Roof Height = 13.0 feet 4.25 feet @ Cq = 0.7 (OPR) Outward @ Parallel To Ridge Uplift Pressure = 10.7 psf 5.00 feet @ qs = 14.4 psf 5.00 feet @ I = I Importance Factor Roof Slope = 7 Rise to 12 Horiz. Roof Wind Loading Tributary Normal Resultant Horizontal @ Wall Lines 1-5 and C -F Area Pressure Force 4.25 feet @ 12.2 psf = 52 lbs. (IWW) @ 0 to 15' Mean Roof Height = 15.0 feet 4.25 feet @ 7.6 psf = 32 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.7 psf 9.00 feet @ 4.6 psf = 41 lbs. (IWR) @ 0 to 15' 9.00 feet @ 10.7 psf = 96 lbs. (OLR) @ 0 to 15' Fa = 1 222 olf - horiz. nd Loading Tributary Normal Resultant Horizontal Wall Lines A -C Area Pressure Force 4.25 feet @ 12.2 psf = 52 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.0 feet 4.25 feet @ 7.6 psf = 32 lbs. (OLW) @ 0 to 15' Uplift Pressure = 10.7 psf 5.00 feet @ 4.6 psf = 23 lbs. (IWR) @ 0 to 15' 5.00 feet @ 10.7 psf = 53 lbs. (OLR) @ 0 to 15' Fn = 1 161 olf - horiz. Copywlite 2001 = Spyder Software 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 Icy L 3 1997 UBC Seismic Loads - Static Force Procedure where; V = v•I)/(R•T) 'W = 0.750 'W (Eqn 30-4) Z = 0.3 Zone 3 V = .5•Ca'I)/R'W = 0.200 'W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 •Ca'I'W = 0.059 •W (Eqn 30.6) hn = 16 feet R = 4.5 Plywood Shear Walls p= 0.200 'W (Eqn 30-5) governs Soil Profile Type So Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 3253 ft2 T = 0.160 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load In the Seismic design. Seismic Roof Loading Tributary Weights = 35.00 feet of Roof @ 20.00 psf Lines A -C 9.00 feet of Ext. Wall @ 19.00 psf 4.50 feet of Inc. Wall @ 8.00 psf V 18 1 p or z. ULT 130 p ora. Seismic Roof Loading Tributary Weights = 17.00 feet of Roof @ 20.00 psf Lines B -C 9.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Inc. Wall @ 8.00 psf V 102 p - ME. ULT 73 pit - honz. Seismic Roof Loading Tributary Weights = 65.00 feet of Roof @ 20.00 psf Lines C -D 4.50 feet of Ext. Wall @ 19.00 psf 9.00 feet of Inc. Wall @ 8.00 psf V 291 p - honz. ULT 208 pit - horiz. Seismic Roof Loading Tributary Weights = 30.00 feet of Roof @ 20.00 psf Lines C -E 4.50 feet of Ext. Wall @ 19.00 psf 4.50 feet of Int. Wall @ 8.00 psf V 144 p oriz. lUJ p onz. Seismic Roof Loading Tributary Weights = 57.00 feet of Roof @ 20.00 psf Lines D -F 18.00 feet of Ext. Wall @ 19.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 296 p or z. OLT p - for z. Copywrite 200/ - Spyder Software 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 5 Ly Seismic Roof Loading Tributary Weights = 52.00 feet of Roof @ 20.00 psf Lines 1-2 9.00 feet of Ext. Wall @ 19.00 psf 4.50 feet of Inc. Wall @ 8.00 psf V = 1 249 p - Ora. LILT p - horiz. Seismic Roof Loading Tributary Weights = 45.00 feet of Roof @ 20.00 psf Lines 2-3 9.00 feet of Ext. Wall @ 19.00 psf 9.00 feet of Int. Wall @ 8.00 psf V 229 p - horIz. ULT 165 pit - horiz. Seismic Roof Loading Tributary Weights = 37.00 feet of Roof @ 20.00 psf Lines 3-4 9.00 feet of Ext. Wall @ 19.00 psf 4.50 feet of Inc. Wall @ 8.00 psf V = p - or z. ULT I IJbp -i�z.W/S Seismic Roof Loading Tributary Weights = 41.50 feet of Roof @ 20.00 psf Lines 4-5 9.00 feet of Ext. Wall @ 19.00 psf 9.00 feet of Inc. Wall @ 8.00 psf V 215 p oriz. 15.5 pit - honz. Copywrite 200/ - Spyder Software 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 5 L6 Copywrite 2001 - Spyder Software Lateral Load Summary lst Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.1.0 (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 9.5 130 1 161 1.23 1.53 Wind Controls B 2.5 73 161 0.18 0.40 Wind Controls Side ( A to C) 9.5 130 161 1.23 1.53 Wind Controls -C-North Side ( B to C) 2.5 73 161 0.18 0.40 Wind Controls -C-.North C -South Side (C to D) 12.5 208 222 2.60 2.77 Wind Controls C -South Side (C to E) 16.0 103 222 1.65 3.55 Wind Controls D -North Side 12.5 208 222 2.60 2.77 Wind Controls D -South Side 4.0 212 222 0.85 0.89 Wind Controls E 16.0 103 222 1.65 3.55 Wind Controls F 4.0 212 222 0.85 0.89 Wind Controls 1 12.5 178 222 2.23 2.77 Wind Controls 2 -West Side 12.5 178 222 2.23 2.77 Wind Controls 2 -East Side 5.5 163 222 0.90 1.22 Wind Controls 3 -West Side 5.5 163 1 222 0.90 1.22 Wind Controls - 3 -East Side 20.5 135 222 2.77 4.55 Wind Controls 4 -West Side 20.5 135 222 2.77 4.55 Wind Controls 4 -East Side 6.0 153 222 0.92 1.33 Wind Controls 5 6.0 153 222 0.92 1.33 Wind Controls Copywrite 2001 - Spyder Software 118/02 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 A 3.45 1 sr (UBC Section 1630. 1 North-Swth Direction: w x POSI at SM 16 A.B. Story Shear 13.02 kips Seismic ' p Max 1.00 Level Level .02 9.00 Wall Line Lateral all all 7.22 all Applied OTM Forces Appile Forces .Ming O ells a e[ pit Comments ID• Load Heigh[ Length r, Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Valdes See Note kips (feet) (feel) 47.63 (ply (kl kis foot -kis kl (kips) foot -Ids (kips) Simpson Products A 3.45 S. w x POSI at SM 16 A.B. w x P01 I B 551 b 16 A.B. Ist Seismic ' Level Level .02 9.00 7.50 0.08 107 0.65 7.22 0.171 4.09 0.418 PHD2 w/ DBL 2x POST I4 SSTB 16 A.B. 1.53 9.00 4.00 0.171 133 0.431 4.78 0.171 0.91 0.966 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind 9.00 21.50 246 47.63 0.072 9.00 67 1.81 9.00 7.50 0.431 133 Horizontal Diaphragm Lengths ex Stresses 8.96 0.171 3.21 0.767 PHD2 w/ DBL 2x POST 6t SSTB 16 A.B. / Horbonul Diaphragm Lengths U Stresses feet 1 feet I 1 8.00 0 Bolt DIa. in. Ca aci kis S acin n. o.c. Nord, Side I South Side 17.72 Sill Place Shear Anchorage for above -H line 3.65 feet II feet I PHD2 w/ DBL 2x POST H SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses Bol c Dia. In. Capacity kis S adbu 0.818 n An. o.c. D 3.45 S. w x POSI at SM 16 A.B. 1st Seismic SeismicLevel ' Level 9.00.t3.00 .02 30 4.00 0.62 0.171 0.65 0.056 PHD2 w/ DBL 2x POST ea SSTB 16 A.B. 1.16 0.40 9.00 67 9.00 1.81 0.171 0.51 0.431 PHD2 w/ DBL 2x POST 6 M8 16 A.B. 0.171 W� d 0.941 PHD2 w/ DBL 2x POST H SSf816 A.B. 81 Wind 9.00 21.50 246 47.63 0.072 9.00 67 1.81 0.171 0.51 0.431 PHD2 w/ DBL 2x POST 6t SST816 A.B. Horizontal Diaphragm Lengths ex Stresses 6.66 0.171 0.91 Fast Side West Side PHD2 w/ DBL 2x POST H SSTB 16 A.B. 5111 Plate Shear Anchorage for above wall line feet 1 feet I 1 8.00 0 Bolt DIa. in. Ca aci kis S acin n. o.c. 246 D 3.45 S. w x 05 1 at 55TO 16 A.B. w x P051 er SSTB 16 A.B. 1st SeismicLevel ' Level 9.00 3.25 0.32 9.00 4.00 0.13 169 0.77 6.09 0.171 1.16 1.231 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 5.00 443 9.00 8.00 0.13 169 3.706 12.18 0.171 4.65 0.941 PHD2 w/ DBL 2x POST H SSf816 A.B. 81 Wind 9.00 21.50 246 47.63 0.072 11.09 1.699 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 12.97 9.00 4.00 3.806 246 Horbonul Diaphragm Lengths H Stresses 6.66 0.171 0.91 1.987 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Sill Plate Shear Anchorage for above wall fine 9.00 1 8.00 0 Bolt Ia. In. Capacitykis 5 adn n. o.c. 246 17.72 0.171 3.65 1.759 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses ' East SideWesc Side SIII Plate Shear Anchorage for above wall line feet I fee[ I Bolt DIa. In. Capacity kis S acin m. o.c. D 3.45 S. w x 05 1 at 55TO 16 A.B. I" Seismic ' Level 9.00 3.25 0.32 418 12.23 0.171 0.77 3.527 PHD2 w/ DBL 2x POST er SSTB 16 A.B. 3.66 9.00 5.00 443 19.95 0.171 1.43 3.706 PHD5 w/ DBL 2x POST at 557820 A.B. Wind 9.00 3.25 443 12.97 0.171 0.60 3.806 PHDS w/ DBL 2x POST at SSf820 A.B. Horbonul Diaphragm Lengths H Stresses Fast Side WestSide Sill Plate Shear Anchorage for above wall fine Feer I feet I Bolt Ia. In. Capacitykis 5 adn n. o.c. CtroY.Wm 2001 - Spydr,5.finre NJ 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. )ob 2001.055 Lc13v V14Fe0Y2-T S TRc' N C- W >t41.'-- aopyser#e 2001 - Spydr, So/nnte 1st on 1630. 1 0.09 North-Soud Direction: Story Shear 13.02 kips 1st Seenic w ■ a16 A.B. P Max 1.00 Sc -IC ALLOWABLE WALL LOAD PER WALL 710#. Level Wall sten all all 113 a I ' p"ied O orca Applied am esbdng es tive etUplift end ID • Load Htlght Length r, sum Uniform Point OTM Uniform Po1nt OTM Force Used 100% of Tabulated Values See Note kips feet feet PHDZ w/ DBL 2x POSt H SSTB 16 A.B. pl kI kips foot kl s (kir) (kips) footilDs(kips)Simpson ProdsM Lc13v V14Fe0Y2-T S TRc' N C- W >t41.'-- aopyser#e 2001 - Spydr, So/nnte 0.09 A x• 1st Seenic w ■ a16 A.B. In Sc -IC ALLOWABLE WALL LOAD PER WALL 710#. Level 9.00 1.75 0.09 113 LevN 9.00 9.00 6.00 0.11 137 SDWSION STRONG WALL SW24x9•RF ALLOWABLE WALL LOAD PER WALL 1010#. 7.42 0.171 2.62 0.801 PHDZ w/ DBL 2x POST H SSTB 16 A.B. 113 3.55 9.00 6.00 296 9.00 1 .96 0.171 2.05 2.319 PHDZ w/ DBL 2x POSt H SSTB 16 A.B. 9.00 9.00 end 11 B lie LT 10 • S C 9.00 2.00 IIB ,�r N 0� `�"'r 9.00 6.00 296 15.96 0.171 2.05 2.319 PHDZ w/ DBL Ix POST H SSTB 16 A.B. Horhomal Diaphragm Lengths 61 Strwes East Ade West Slde SM Plate Shear And wage for above wall tme feet I feet I Bolt DV. M. Gad k s adn 1 S o.c. Lc13v V14Fe0Y2-T S TRc' N C- W >t41.'-- aopyser#e 2001 - Spydr, So/nnte 0.09 A x• 1st Seenic ALLOWABLE WALL LOAD PER WALL 710#. Level 9.00 1.75 0.09 113 9.00 2.00 0.09 113 SDWSION STRONG WALL SW24x9•RF ALLOWABLE WALL LOAD PER WALL 1010#. 9.00 .00 0.09 113 0.89 9.00 1.75IIB Wind 9.00 9.00 1.75 2.00 11 B lie LT 10 • S C 9.00 2.00 IIB ,�r N 0� `�"'r HoAn.1 Diaphragm Lengrhs a 5 East Side West Side f", i feet I I L SBI P e Shear Anchorage for above will line Boh Dia. In. G aci kis $adn 1 0.500 i I 4 5 in. o.c. Lc13v V14Fe0Y2-T S TRc' N C- W >t41.'-- aopyser#e 2001 - Spydr, So/nnte 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. Job 2001.055 I I's (Ug 1 0.1 0.00 0.171 1424 No Net UDBft No Hddovn Required! Its Est -West Direction: Story Shear 13.64 ►Ips 0.072 Level 2.77 9.00 14.00 198 24.94 0.171 11.17 pMu 1.00 Seismic Wind Wall Lint ural all all all Applied Forces ApDlkd ones a hdrg esh n Up i t menu ID a land Height LengthI. r, Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabula[ed VsLes Sec Note tl s feet (fret) PHD2 w/ DBL 2x POST at SSTB 16 A.B. (I kl kips (foot -kips) f (kl� (kip) foot -kips kips) Shnpson Produces I 2.239.00 14.00 0.12 159 0.00 0.171 1424 No Net UDBft No Hddovn Required! Its Seismic 0.00 0.072 Level 2.77 9.00 14.00 198 24.94 0.171 11.17 0.984 PHD2 w/ DBL 2x POST s 557816 A.B. Seismic Wind Horizontal Diaphragm Lengdu H $esesses East Side West Ade Sill Plate Shear Anchorage for above wall Um fees I feet I 14.00 0.08 B.I. Me. in. Gad k adn 10.00 22 55 22 126 0.171 1424 0.500 0.818 48 a. COX. 2 3.12 9.00 14.00 0.08 112 262 0.00 0.072 6.00 No Net Uplift No Holdo- Required! In Seismic Seismic Level 9.00 14.00 0.08 112 10.00 0.00 0.171 1424 No Net Uplift No Hold- Required! 7.27 3.99 9.00 14. 143 9.00 17.96 0.072 4.70 0.947 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 0.171 Wind 3.478 PHD2 w/ DBL 2x POST H 557816 A.B. 72 Wind 8.74 0.171 10.39 No Net Uplift No Holdown RegslretP. H-bontel Diaphragm Lengths H So-. � 9.00 14.00 143 17.96 0.171 11.17 0.485 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Horhonul Diaphragm Lengths at Stresses 37.06 0.171 5.70 Eut Ade West Ade PHD2 w/ DBL 2. POST at SSTB 16 A.B. SBI Plate Shear Anchorage for above wall Bre -u feet I feet BolI. Capakip,)I East Ade West Ade 42 32 60 67 8 4". 33.67 3.69 9.00 4.00 0.19 262 12.78 9.44 0.171 1.16 2.069 PHD2 w/ DBL 2x POST 61 SSTB16A.B. I's Seismic Level Level 8.00 0.21 9.00 10.00 0.19 262 4AS 23.60 0.171 7.27 1.633 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 5.00 r 5.76 9.00 4.00"e 0.171 412 3.783 14.82 0.171 0.91 3.478 PHD2 w/ DBL 2x POST H 557816 A.B. 72 Wind 8.74 0.171 10.39 No Net Uplift No Holdown RegslretP. H-bontel Diaphragm Lengths H So-. 9.00 8.00 452 32.54 9.00 10.00 r 3.612 412 Horbonul Diaphragm Lengdn at Stresses 37.06 0.171 5.70 3.136 PHD2 w/ DBL 2. POST at SSTB 16 A.B. Horizontal Diaphragm Lengdo N Stresses -u fat) I (Pin Boit Dla. In. Gad k s S a East Ade West Ade 0.500 0.81 SIII Plate Shear Anchorage for above wan Bne feet I feet I Bolt of,. In. Gad Lis 5 adn O.SDO O.BIB IB In. o.c. 4 3.69 9.00 5.00 0.21 284 12.78 0.171 1.82 2.193 PHD2 w/ DBL 2. POST tR SST816 A.B. Its Seismic Level 9.00 8.00 0.21 284 20.45 0.171 4AS 1.975 PHD2 w/ DBL 2. POST 8 SSTB 16 A.B. 5.88 9.00 5.00 r 452 20.34 0.171 1.43 3.783 PHDS w/ DBL 2x POST 6t SSTB20 A.B. Wind 9.00 13.50 72 8.74 0.171 10.39 No Net Uplift No Holdown RegslretP. H-bontel Diaphragm Lengths H So-. 9.00 8.00 452 32.54 0.171 3.65 3.612 PHDS sv/ DBL 2x POST ez SSTS20 A.B. Horbonul Diaphragm Lengdn at Stresses 0.500 0.818 IB M. o.c. East Ads West Ade SIII Place Shear Archorage for above wan Bne fat) I (Pin Boit Dla. In. Gad k s S a 0.500 0.81 5 0.92 9.00 5.00 0.04 SO 224 0.171 1.82 0.084 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Ist Seismic Level 9.00 13.50 0.04 SO 6.04 0.171 1325 No Net Uplift No Holdown RequhetP. 1.33 9.00 5.00 72 3.24 0.171 1.43 0.162 PHD2 w/ DBL 2x POST a S5T816 A.B. Wind 9.00 13.50 72 8.74 0.171 10.39 No Net Uplift No Holdown RegslretP. H-bontel Diaphragm Lengths H So-. East Ade West Ade SBI Plate Shear Anchorage for above wall Bre fat 1 fat I Bolt Db. ht. G aci t Sad 0.500 0.818 IB M. o.c. Copywe6r 2001 - Spyder Se/n,arr 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. job 2001.055 'Ty L/D Drag Force Summary Wall Line ID: 1.00 Opening Unit Wall Eas[ Side Net Applied Drag Force @ Lateral Loads lE1JOd (kips) Wall Between Stress Diaphram Stress Diaphram Stress Stress end of segment Eau Side 2.23 2.77 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind West Side (feet) (feet) I I 1 I I I I I I (P'D-- 2.00 41 SI 41 51 0.08 0.10 Diaphram Lengdl Snrt (ftl End (hi 14.00 159 198 41 51 118 147 -1.57 -1.95 Eau Side 0.00 54.00 38.00 41 51 41 51 0.00 0.00 Drag Force (kips) SdsaIc f41oe1 Wind lidos) @ 40.00 It 0.58 0.72 @ 1.00 f[ 0.00 0.00 Max Drag Force (Wps) c� 1c 1MW Wind fldosl @ 16.00 is 1.57 1.95 0.00 10.00 20.00 30.00 40.00 50.00 60.00 Seismic Drag Forces 0.20 0.00 aso -0.40 .0.60 -0.80 -1.00 5' -1.20 -1.40 .1.60 -1.80 0.00 10.00 20.00 30.00 00.00 50.00 60.00 Dbunce along wall line (ft) I �g Wind Drag Forces 0.50 ,. 0.00 -0.50 1� -100 -1.50 -2.00 .2.50..- ------ 0.00 10.00 ---------------•- 20.00 •-- --.._._.�--- 30.00 00.00 50.00 e0.00 Dbunce along wall line (ft) 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. job 2001.055 ?g L V `Drag force Summary Wall Line ID: c Opening Unl[ Wall North Side South Side Net =lied Dray Force @ Lateral Loads: Wind %kiss% Wall 8e[ween Stress Dlaphram Stress Diaphram Stress Stress end of segment North Side 1.41 1.41 Length Walls Seismic Wind Selslnic Wind Seismic Wind Selsmk Wind Selunk Wind South Side 2.60 2.60 (feet) fee[ I I I I I I I 11011)I South Side1.65 1.65 6.00 Is 15 95 95 110 110 0.66 0.66 Dlaphram Length Start.81 End 1f l 21.50 169 169 Is 15 95 95 •59 •59 -0.62 -0.62 North Side 0.00 93.50 21.00 15 15 25 2S 40 40 0.22 0.22 South Side 0.00 27.50 4.00 169 169 15 I5 25 25 •129 -129 -0.29 -0.29 South Side 27.50 93.50 18.00 15 15 25 25 40 40 0.43 0.43 Drag Force (kips) Sei-nig tklecl Wind (kips% 8.00 169 169 15 15 25 25 •129 •129 -0.60 -0.60 @ 10.00 ft 0.42 0.42 15.00 I5 15 25 25 40 40 @ 14.50 ft 1.01 1.01 Max Dray Force (kips) Seinnlr (kins% )yjpd(ldpy) @ 6.00 it 0.66 0.66 0.00 .10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 Seismic Drag Forces 0.60 0.60 0.40 a 0.20 0.00 -0.40 -0.60 -0.80 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 60.00 60.00 100.00 Dls=e along wall One (k) Wind Drag Forces 0.60 S 0.60 (e I 4� 0.40 0.20 0.00 -0.20 -0.40 -0.60 -0.60 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 60.00 100.00 Dbunre along wa0 One vo 9/7/01 - Lateral Analysis -Hawks Residence - R.C.E. )ob 2001.055 ?5 L 17- Drag 2 Drag Force Summary Wall Line ID: 4.00 Opening Unit Wall Eau Side West Slde Net AppBed Drag Force @ Lateral Loads: Seismic Ikioll Wind (� Wall Between Svcs Diaphram Stress Dlaphram Stress Stress end of segment Eau Side 2.77 4.55 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind West Side 0.92 1.3J fees feet I I I I I Io (pin minI I 8.00 284 452 75 123 25 36 •184 •293 •1.47 •2.35 Diaphram Length Stan Ift) End(It) 24.00 75 123 25 36 100 159 0.92 1.47 East Side 0.00 37.00 5.00 284 452 75 123 25 36 •184 •293 West Side 0.00 37.00 Drag Force (kips) Seismic 1 lost Wine Weil @ 32.00 ft 0.92 1.47 @ 1.00 ft 0.00 0.00 Max Drag Force (kips) Seismic ttigl Wind (kind @ 8.00 fl 1.47 2.35 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 Seismic Drag Forces 150 1.D0 0.50 D 0.00 Is -0.50 -t.DD 1.50 •2.00 - 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 Distance alone wall lint illi Wind Drag Forces 2.00 ' J( 1.50 7 1.00 0.50 . D 0.00 -0.50 •1.00 •1.50 •2.00 •2.50 •3.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 Dhtance along wall One (f9 - 9/7/01 - Lateral Analysis - Hawks Residence - R.C.E. )ob 2001.055 ?g L 1 `3 Drag Force Summary Wall Line ID: r 3.00 Opening Unit Wall Ear[ Side West Slde Ne[ Applied Drag Forte @ Lateral Loads: Wind Ikin_al Wall Between avers Olaphram Suess Diaphram Stress Stress end of segment Eau Side 0.90 3.55 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind West Side 2.77 4.SS feet fee[ I I I I I Io (pin 010I I 4.00 262 578 58 9S -204 -483 -0.82 -1.93 Diaphram Length $anjBj End (111 8.00 S8 95 58 9S -0.36 -1.18 Eau Side 12.00 48.00 26.00 25 99 SB 95 83 193 1.80 3.85 West Side 0.00 48.00 10.00 262 S78 25 99 58 9S -160 -385 Drag Force (kips) Seismic (kind Wind (ktocl @ 4.00 it 0.82 1.93 @ 1.00 it 0.00 0.00 Max Drag Force (kips) Seismic Iklml Wind Ikinsl @ 38.00 h 1.80 3.85 0.00 10.00 20.00 30.00 40.00 50.00 80.00 Seismic Drag Forces 2.00 1.50 1.00 D 0.50 x 0.00 -0.50 -1.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 ob... a" w0 Ona (h) Wind Drag Forces 4. 5.00 MST I� 4.01D 3.00 , a 2'00 1.00 0.00 -1.00 .2.00 -3.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 ohu . abna .+O One (h) COMPANY PROJECT — R. C. E. Hawks Residence WoodWorks® 3060 Torntree Dr. #10, Chico, CA Lot 10 Durham Land Estates (530) 894-8833; fax (530) 894-8882 Durham CA SOFTW"E FOA WOOD DESIGN cj@r-c-e.com R.C.E. 2001.055 Sep. 10, 2001 13:16:50 Be�m3 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 381 Total Start End Start End Load? 1 Dead Full UDL 160 Length No 2 Constr. Full UDL 127 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' a Dead 480 Value 480 Live 381 Shear 381 Total 861 119 861 Bearing: fb = 878 Fb' = Length 1.0 Live Defl'n 1.0 4xbeams, D.Fir-L, No. 2,4x6" Lateral support: Top= full, Bottom= at supports; Load combinations: AS SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 57 Fv' = 119 fv/Fv' = 0.48 Bending(+) fb = 878 Fb' = 1422 fb/Fb' = 0.62 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.24 Total Defl'n 0.14 = L/522 0.30 = L/240 0.46 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1291 lbs -ft Shear : LC# 2 = D+C, V = 861, V@d = 729 lbs Deflection: LC# 2 = D+C EI= 77.64e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 11 0' 16'-6" Dead 2475 Design Fv' = COMPANY PROJECT \ fv @d = 121 WoodWorks� R. C. E. 3060 Torntree Dr. #10, Chico, CA Hawks Residence Lot 10 Durham Land Estate(530) 1 4455 fb/Fb' = 0.63 894-8833; fax (530) 894-8882 Durham CA L/782 Bearing: f cj@r-c-e.com R.C.E. 2001.055 Length 2.2 0.83 = Sep. 10, 2001 13:17:04 Beaml Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Full Area 20 (15.00) No 2 Constr. Full Area 16 (15.00) No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 16'-6" Dead 2475 Design Fv' = 2475 Live 1980 fv @d = 121 1980 Total 4455 Fb' = 4455 fb/Fb' = 0.63 Live Defl'n 0.25 = L/782 Bearing: 1.00 0.46 Total Defl'n Length 2.2 0.83 = 2.2 Glulam-Simple, VG West.DF, 24F -V4, 3-1/8x15" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Fv' = Value 237 Analysis/Design _ fv/Fv' = 0.51 Shear fv @d = 121 Bending(+) fb = 1882 Fb' = 3000 fb/Fb' = 0.63 Live Defl'n 0.25 = L/782 0.55 =L/360 1.00 0.46 Total Defl'n 0.73 = L/272 0.83 = L/240 0.88 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 18377 lbs -ft Shear : LC# 2 = D+C, V = 4455, V@d = 3780 lbs Deflection: LC# 2 = D+C EI=1582.O1eO6 lb -int Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT R. C. E. Hawks Residence WoodWorks� 3060 Torntree Dr. #10, Chico, CA Lot 10 Durham Land Estates (530) 894-8833; fax (530) 894-8882 Durham CA SOFTWARE FOR wooD OISICN cj@r-c-e.com R.C.E. 2001.055 Sep. 10, 2001 13:17:12 eam2 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern 1170 Fv' = 106 fv/Fv' = 0.58 Start End Start End Load? 1 Dead Full Area 20 (18.00)1 2106 No 2 Constr. Full Area 16 (18.00) it 0.32 = L/240 No =TriDutary wiaLn trL) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-9! 5- `` GG/''CC�►�� SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value 6'-6" 0 Dead 1170 Fv' = 106 fv/Fv' = 0.58 1170 Live 936 Fb' = 1500 fb/Fb' = 0.53 936 2106 Total 2106 0.22 = L/360 0.17 2 Bearing: 0.11 = L/725 0.32 = L/240 0.33 1.0 Length 1.0 1.00 2 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-9! 5- `` GG/''CC�►�� SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 62 Fv' = 106 fv/Fv' = 0.58 LC# Bending(+) fb = 796 Fb' = 1500 fb/Fb' = 0.53 2 Live Defl'n 0.04 = <L/999 0.22 = L/360 0.17 2 Total Defl'n 0.11 = L/725 0.32 = L/240 0.33 - ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3422 lbs -ft Shear : LC# 2 = D+C, V = 2106, V@d = 1701 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. I" .- '1 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load COMPANY PROJECT WoodWorks3060 R. C. E. Torntree Dr. #10, Chico, CA Hawks Residence Lot 10 Durham Land Estates 1400 (530) 894-8833; fax (530) 894-8882 Durham CA SOFIWAAE FOR WOOD DESIGN cj@r-c-e.com 1.055 1 Sep. 10, 2001 13:17:22 Beam4 % E. t tLw ,e Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type, Distribution Magnitude Location [ft) Pattern 1400 Total 3150 Start End Start End Load? 1 Dead Full Area 20 (14.00) 0.26 = L/569 No 2 Constr. Full Area 16 (14.00) 0.83 = L/180 No *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : p 12'-6" Dead 1750 1750 Live 1400 1400 Total 3150 3150 Bending(+) fb = 1707 Fb' = 2400 Bearing: Lenqth 1.8 1.8 Glulam-Simple, VG West.DF, 24F -V4,5 -118x9" Service: wet; Lateral support: Top= full, Bo om= a supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 90 Fv' = 208 fv/Fv' 0.43 Cr LC# Bending(+) fb = 1707 Fb' = 2400 fb/Fb' = 0.71 1.00 2 Live Defl'n 0.26 = L/569 0.42 = L/360 0.63 2 Total Defl'n 0.76 = L/197 0.83 = L/180 0.91 - E' = 1.8 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 0.80 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 0.88 1.00 2 Fcp'= 650 0.53 1.00 - E' = 1.8 million 0.83 1.00 2 Bending(+): LC# 2 = D+C, M = 9844 lbs -ft Shear : LC# 2 = D+C, V = 3150, V@d = 2772 lbs Deflection: LC# 2 = D+C EI= 560.4le06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. S. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT ® R. C. E. Hawks Residence WoodWorks 3060 Torntree Dr. #10, Chico, CA Lot 10 Durham Land Estates (530) 894-8833; fax (530) 894-8882 Durham CA SOnWAAF FOR WOOD OWGN cj@r-c-e.com R.C.E. 2001.055 Sep. 10, 2001 13:17:34 BW1 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern fv @d = 85 2666 fv/Fv' = 0.91 Start StartEnd Load? 1 Dead Full Area ----End 20 (18.00) _ No 2 Constr. Full Area 16 (18.00) W No -Trinutary wiatn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 8' 14'-6" 20'-9" 27'-3" Dead 1159 Design Value 3105 1960 fv @d = 85 2666 fv/Fv' = 0.91 921 Live 927 = 2900 2989 1568 fb = 702 2133 fb/Fb' = 0.58 737 Total 2086 0.27 = L/360 5588 3528 0.09 = <L/999 9798 0.22 1657 Bearing: Length - --- 1.2 --- - - --- -- 3.2 2.0 _..---- 2.7 -- 1.0 Glulam-Simple, VG West.DF, 24F -V4,5 -1/8x9" ✓ Service: wet; Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 85 Fv' = 208 fv/Fv' = 0.91 Bending(+) fb = 582Fb' = 2900 fb/Fb' = 0.29 Bending(-) fb = 702 Fb' = 1200 fb/Fb' = 0.58 Live Defl'n 0.03 = <L/999 0.27 = L/360 •0.11 I_Total Defl'n 0.09 = <L/999 0.90 = L/290 0.22 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.25 0.80 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 1200 1.25 0.80 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 0.88 1.00 2 Fcp'= 650 0.53 1.00 E' = 1.8 million 0.83 1.00 2 Bending(+): LC# 2 = D+C, M = 3358 lbs -ft Bending(-): LC# 2 = D+C, M = 9097 lbs -ft Shear : LC# 2 = D+C, V = 3098, V@d = 2612 lbs Deflection: LC# 2 = D+C EI= 560.91e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind 1=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load COMPANY PROJECT WoodWorks�' R. C. E. 3060 Torntree Dr. X10, Chico, CA Hawks Residence Lot 10 Durham Land Estates fv @d = 78 (530) 894-8833; fax (530) 894-8882 Durham CA $OFiWAQE FOR WOOD OfsicN cj@r-c-e.com R.C.E. 2001.055 ' 1 Sep. 10, 2001 13:17:45 Beam6 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 78 1080 Total Start End Start End Load? 1 Dead Full Area 21 (20.00) Bearing: No 2 Constr. Full Area 16 (20.00) = L/240 No 3 Dead Point 360 2.50 No 4 Constr. Point 288 2.50 No -•rriDutary wiatn (rt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 0 Dead 1470 Value 1410 Live 1128 fv @d = 78 1080 Total 2598 Bending(+) 2490 rDesi = 1500 fb/Fb' = 0.65 Fv' = 85 Live Defl'n Bearing: = L/360 — — Fcp'= 625 Length 1.0 = L/240 1.0 Timber -soft, D.Fir-L No. 1, 6x8" '�7L S 51+0W Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 ( SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Value Analysis/Design FACTORS: F Shear fv @d = 78 =106 fv/Fv' = 0.73 Fb'+= 1200 Bending(+) fb = 975 rDesi = 1500 fb/Fb' = 0.65 Fv' = 85 Live Defl'n 0.04 = <L/999 = L/360 0.19 Fcp'= 625 otal Defl'n 0.11 = L/657 = L/240 0.37 E' = 1.6 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4189 lbs -ft Shear : LC# 2 = D+C, V = 2598, V@d = 2135 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software, 9/10/01 1:27:59 PM f. Company Info R. C. E. 3060 Thorntree Dr.; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@r-c-e.com LINE 4 - 5'-0" wall FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type f'c, psi Section: 1 2,000 HardRock Footing Section Geometry: Bot. Steel Top Steel Steel Yield Cover, in. Cover, in. Fy, ksi 3.00 2.00 40 Project Info - JProject: HAWKS RSIDENCE Location: LOT 10 DURHAM LAND ESTATES 7.00 DURHAM, CA JClient: JANICE LEE IJob No.: R.C.E. 2001.055 Footing Id: F1 Bot. Steel Top Steel Steel Yield Cover, in. Cover, in. Fy, ksi 3.00 2.00 40 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Conc. 3.50 5.00 6.00 10.00 30 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 333 / 1,500 1,871 / 1,995 865 / 1,995 Beam Shear Stresses: Section: 1 ........................... 1.06 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 2.87 psi Column 2 ........................... 3.82 psi Column 3 ........................... 3.82 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design int, Design inz/ft, Spacing in', Spacing Section: 1 Strength:.. 0.00 0-#4 0.10 1-#4 0.05 #4 @ 45.3in. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Length, ft. Width, ft. Depth, inches Section: 1 7.00 3.25 24.00 Column 6 Wall Data: Load Wind Load Seismic Type Center Length Width FY MZ ft. ft. in. Column 2 Other 6.00 6.00 6.00 Column 3 Other 1.00 6.00 6.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Conc. 3.50 5.00 6.00 10.00 30 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 333 / 1,500 1,871 / 1,995 865 / 1,995 Beam Shear Stresses: Section: 1 ........................... 1.06 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 2.87 psi Column 2 ........................... 3.82 psi Column 3 ........................... 3.82 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design int, Design inz/ft, Spacing in', Spacing Section: 1 Strength:.. 0.00 0-#4 0.10 1-#4 0.05 #4 @ 45.3in. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY M2 Wall :1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n/a Column:2 0.00 0.00 0.00 0.00 -4.07 0.00 -2.60 0.00 n/a Column:3 0.00 0.00 0.00 0.00 4.07 0.00 2.60 0.00 n/a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:27:59 PM Footing Id: F1 Page: 2 Z Col#3all#1 0 -ft. I FS #1 V, kips 0 M, ft -kips 0 Bearing psf 0 Defl, in. 0 3.0 kips 3.8 ft -kips -0.3 ft -kips Col#2 7 -ft. -3.0 kips 1,871 psf Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id; LINE 3 9/10/01 1:28:03 PM ? F3 Project Info HAWKS RSIDENCE LOT 10 DURHAM LAND ESTATES DURHAM, CA JANICE LEE R.C.E. 2001.055 F2 FOUNDATION PARAMETERS Gravity Case Length, ft. Material Properties: Depth, inches Section: 1 Section: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: a u Soil Bearing Results, psf (actual / allowable): Gravity Case Length, ft. Width,cft. Depth, inches Section: 1 Section: 1 1%00 X00 Section: 2 12:00 1,034 / 1,995 Section: 2 1`1J00 Beam Shear Stresses: 1.00 18.00 Column 6 Wall Data: 0.00 psi Stirrups not required Section: 2 ........................... 17.94 Type Center Length Width Stresses: ft. ft. in. psi Column 2 Other 4.50 6.00 6.00 Column 3 Column 3 Other 0.50 6.00 6.00 Type Center Length Width Height Density Use Bottom Steel Transverse- Stirrups ft. ft. in. ft. pcf Stiffness? W 11 1 St d 6 00 12 00 6 on 10.00 30 No a u Soil Bearing Results, psf (actual / allowable): Note: Strength = Steel Required for Strength.. Gravity Case Wind Case Seismic Case Section: 1 259 / 1,500 691 / 1,995 542 / 1,995 Section: 2 425 / 1,500 1,034 / 1,995 721 / 1,995 Beam Shear Stresses: Section: 1 ........................... 0.00 psi Stirrups not required Section: 2 ........................... 17.94 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse- Stirrups Sections: inz, Design int, Design int/ft, Spacing in Z, Spacing Section: 1 Strength:.. 0.07 1-#4 0.11 1-#4 0.07 #4 @ 32.8in. Not Regd... Section: 2 Strength:.. 0.30 2-#4 0.43 3-#4 0.00 -....N/A.... Not Regd... Note: Strength = Steel Required for Strength.. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:03 PM Footing Id: F2 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY M2 FY MZ FY MZ FY M2 Wall :1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n/a Column:2 0.00 0.00 '0.00 0.00 -4.16 0.00 -2.77 0.00 n/a Column:3 0.00 0.00 0.00 0.00 4.16 0.00 2.77 0.00 n/a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:03 PM Footing Id: F2 Page: 3 WCoI#3 Col#2 FS #1I 0 -ft. I I FS #2 V, kips 0 M, ft -kips 01 Bearing psf 0 Defl, in. 0 3.6 kips 12 -ft. -2.9 kips 10.9 ft -kips -8.2 ft -kips 1,034 psf 0.230" Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:07 PM ?s F 6 Company Info I Project Info R. C. E. (Project: HAWKS RSIDENCE 3060 Thorntree Dr.; Suite 10 ILocation: LOT 10 DURHAM LAND ESTATES Chico, CA, 95973 1 DURHAM, CA Phone: (530) 894-8833 (Client: JANICE LEE Fax: (530) 894-8882 (Job No.: R.C.E. 2001.055 E-mail: cj@r-c-e.com (Footing Id: F3 LINE 4 FOUNDATION PARAMETERS Length., -ft. Width, ft. Depth, inches Seismic Case Material Properties: 1 1K_00 3 0'0 1,786 / 1,995 2400 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield 13 / 1,995 f'c, psi 544 / 1,995 Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Section: 3 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Soil Bearing Results, psf (actual / allowable): Top Length., -ft. Width, ft. Depth, inches Seismic Case Section: 1 1K_00 3 0'0 1,786 / 1,995 2400 782 / 1,995 Section: 2 540,0 1:00 13 / 1,995 24-�.A0 544 / 1,995 Section: 3 3.00 3.00 1,786 / 1,995 24.00 782 / 1,995 Column 6 Wall Data: Stresses: Strength:.. Section: Type Center Length Width Stirrups not required Section: 2 ft. ft. in. required Section: Column 1 Other 9.50 6.00 6.00 Punching Shear Stresses: Column 2 Other 1.50 6.00 6.00 1 ........................... 2.29 psi Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 3 Conc. 5.50 8.00 6.00 10.00 30 Yes Soil Bearing Results, psf (actual / allowable): Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Gravity Case Wind Case Transverse Seismic Case inz, Section: 1 352 / 1,500 1,786 / 1,995 Spacing 782 / 1,995 Section: 2 352 / 1,500 13 / 1,995 544 / 1,995 0.00 Section: 3 352 / 1,500 1,786 / 1,995 @ 55.8in 782 / 1,995 Beam Shear Stresses: Strength:.. Section: 1 ........................... 0.00 psi Stirrups not required Section: 2 ........................... 0.00 psi Stirrups not required Section: 3 ........................... 0.00 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 2.29 psi Column2 ........................... 2.29 psi Wall 3 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Sections: inz, Design inz, Design inz/ft, Spacing Section: 1 Strength:.. 0.00 044 0.14 1-#4 0.04 #4 @ 55.8in Section: 2 Strength:.. 0.00 0-#5 0.15 1-#5 0.00 -....N/A.... Section: 3 Strength:.. 0.00 044 0.14 144 0.04 #4 @ 55.8in Note: Strength = Steel Required for Strength.. Stirrups int, Spacing Not Reqd... Not Reqd... Not Reqd... Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:08 PM Footing Id: F3 Page: 2 F75 f 7 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY M2 Column:l 0.00 0.00 0.00 0.00 -4.57 0.00 -3.00 0.00 n/a Column:2 0.00 0.00 0.00 0.00 4.57 0.00 3.00 0.00 n/a Wall :3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n/a I . r Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:08 PM Footing Id: F3 Page: 3 ?-, f r C(Wall#3 Col#1 0 -ft. V, kips 0 M, ft -kips 0 Bearing psf 0 Defl, in. 0 FS #1 FS #2 FS #3 1 4.1 kips 5.6 ft -kips 11 -ft. -4.1 kips -0.8 ft -kips 1,786 psf Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:12 PM Company Info I Project Info R. C. E. (Project: HAWKS RSIDENCE 3060 Thorntree Dr.; Suite 10 ILocation: LOT 10 DURHAM LAND ESTATES Chico, CA, 95973 1 DURHAM, CA Phone: (530) 894-8833 (Client: JANICE LEE Fax: (530) 894-8882 (Job No.: R.C.E. 2001.055 E-mail: cj@r-c-e.com (Footing Id: F4 LINE D FOUNDATION PARAMETERS 6.00 Type Column 1 Material Properties: Column 2 Other Column 4 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield / f'c, psi 563 Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Section: 3 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft Section: 1 1.00 Section: 2 19.50 Section: 3 1.00 Column & Wall Data: in. 6.00 Type Column 1 Other Column 2 Other Column 4 Other Column 5 Other Type Wall : 3 Conc Center ft. 5.50 0.50 17.50 21.00 Width, ft. Depth, inches 4.00 12.00 1.00 18.00 4.00 12.00 Length Width ft. in. 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? 10.75 20.50 6.00 10.00 30 Yes Soil Bearing Results, psf (actual / allowable): Punching Shear Stresses: Column Gravity Case Wind Case Seismic Case 0.00 Section: 1 315 / 1,500 588 / 1,995 591 / 1,995 0.00 Section: 2 315 / 1,500 563 / 1,995 565 / 1,995 Section: 3 315 / 1,500 587 / 1,995 590 / 1,995 Beam Shear Stresses: Section: 1 ........................... 0.00 psi Stirrups not required Section: 2 ..................... ...... 0.00 psi Stirrups not required Section: 3 .....................'...... 0.00 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Wall 3 ........................... 0.00 psi Column 4 ........................... 0.00 psi Column 5 ....................... 0.00 psi Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:12 PM /G Footing Id: F4 Page: 2 J Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in Z, Design in 2, Design int/ft, Spacing in 2, Spacing Section: 1 Strength:.. 0.08 1-#4 0.13 1-#4 0.06 #4 @ 39.7in. Not Regd... Section: 2 Strength:.. 0.43 3-#4 0.58 3-#4 0.00 ..... N/A.... Not Regd... Section: 3 Strength:.. 0.08 1-#4 0.13 1-#4 0.06 #4 @ 39.7in. Not Regd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY M2 FY MZ FY M2 Column:l 0.00 0.00 0.00 0.00 -4.35 0.00 -4.39 0.00 n/a Column:2 0.00 0.00 0.00 0.00 4.35 0.00 4.39 0.00 n/a Wall :3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n/a Column:4 0.00 0.00 0.00 0.00 4.35 0.00 4.39 0.00 n/a Column:5 0.00 0.00 0.00 0.00 -4.35 0.00 -4.39 0.00 n/a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder.Software 9/10/01 1:28:12 PM Footing Id: F4 Page: 3 CWal1#3 Col# 1 Col#4 Col#5 FSWI I FS #3 0 -ft. FS #2 I 4.0 kips 21.5 -ft. V, kips 0 M, ft -kips 0 591 psf Bearing psf 0 Defl, in. 0 0.131" 16.4 ft -kips -11.6 ft -kips -4.0 kips Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:17 PM Company Info R. C. E. 3060 Thorntree Dr.; Suite 10 Chico, CA, 95973 Phone: (530) 894-8833 Fax: (530) 894-8882 E-mail: cj@r-c-e.com LINE3 I (Project: (Location: 1 (Client: (Job No.: IFooting Id: Project Info HAWKS RSIDENCE LOT 10 DURHAM LAND ESTATES DURHAM, CA JANICE LEE R.C.E. 2001.055 F5 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Section: 3 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 1.00 4.00 12.00 Section: 2 12.50 1.00 24.00 Section: 3 1.00 4.00 12.00 Column 6 Wall Data: Type Center Length Width ft. ft. in. Column 2 Other 0.50 6.00 6.00 Column 3 Other 10.50 6.00 6.00 Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Conc. 7.25 13.50 6.00 10.00 30 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 340 / 1,500 976 / 1,995 664 / 1,995 Section: 2 340 / 1,500 863 / 1,995 619 / 1,995 Section: 3 340 / 1,500 975 / 1,995 663 / 1,995 Beam Shear Stresses: Section: 1 ........................... 0.00 psi Stirrups not required Section: 2 ........................... 0.00 psi Stirrups not required Section: 3 ........................... 0.00 psi Stirrups not required Punching Shear Stresses:. Wall 1 ........................... 0.00 psi Column2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in Z, Design in Z, Design int/ft, Spacing in Z, Spacing Section: 1 Strength:.. 0.02 1-#4 0.10 1-#4 0.11 #4 @ 21.2in. Not Regd... Section: 2 Strength:.. 0.10 1-#5 0.33 2-#5 0.00 -....N/A.... Not Regd... Section: 3 Strength:.. 0.02 1-#4 0.10 1-#4 0.11 #4 @ 21.6in. Not Regd... Note: Strength = Steel Required for Strength.. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:17 PM Footing Id: F5 Page: 2 �S Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load. Seismic Load Other Load FY M2 FY MZ FY MZ FY MZ FY MZ Wall :1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n/a Column:2 0.00 0.00 0.00 0.00 3.71 0.00 2.36 0.00 n/a Column:3 0.00 0.00 0.00 0.00 -3.71 0.00 -2.36 0.00 n/a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:17 PM Footing Id: F5 Page:.3 Col#21#1 Col#3 0-ftFS #2 -- -- 1--- - .I__...__.... �- I _. 3.2 kips V, kips 0 M, ft -kips 0 1 976 psf Bearing psf 0 Defl, in. 0 0.217' —------- .-......... I --1-d 14.5 -ft. -3.7 kips 12.0 ft -kips -4.0 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 9/10/01 1:28:24 PM ? % /3 Company Info I Project Info R. C. E. (Project: HAWKS RSIDENCE 3060 Thorntree Dr.; Suite 10 ILocation: LOT 10 DURHAM LAND ESTATES Chico, CA, 95973 1 DURHAM, CA Phone: (530) 894-8833 (Client: JANICE LEE Fax: (530) 894-8882 (Job No.: R.C.E. 2001.055 E-mail: cj@r-c-e.com IFooting Id: F6 BM5 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ Concrete Type ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. Wind Load Soil Bearing Strength .................................... Seismic Load Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.5 ksf 2.0 ksf 2.0 ksf 1.00 ft. 3.89 ft. 12.00 in. 30.27 psi 21.35 psi ASTM -A615 .12 in' (1-#4) .00 in' .00 in' 1.5 ksf 1.5 ksf 1.5 ksf 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.10 0.00 0.00 Live Load 2.50 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 d= 12.00" �_. X W = 1.00' As = 1-#4 Bars a � C RAW 00, 00 , ©51:5 2,1 I -/OZ o lA_t_3 A -r $ IV A -p A —o N G LINE � S ISCO-1 . OlErA ► L 1 S l s VV i4 l_L �M.1 N C� e C� rz N -S C L A `� . ,Z/C- ci c:; �e, 5Uyjp6VLT- 2- 0 c> N OiETV (2,A-CICA-G E �- c FA X(3) o ��ScvSS 1 w.I ll{Arl 3�ISl0Z GRA c tip YLL t � 3 ! s oti mss �. • L f h f Y . 6 '' 0 l SHEAR WALL PROGRAM FOR: JOHNS HOUSE S.W. # Ht ft. , Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #/ft. • 10 -917 0 0 0 0 215 . Total Wall length= 17.0 Feet V4 V41ft. T-pan.#1 T-pan.#2 T-pan.#3 o T-pan.#4 ' T4an#5 1089 • 64.06 -527.73 0.00 .0.00 0.00 0.00. For shear ply. use C•AX• withgd's a@ 6 "o.c. &Z" infield. Good for: 266 #Ift. e 'k �f For holo -downs use'Simp'. /��2�tt Yd threaded rod and rod nut through floor if applicableCr. wC z IAN For shear transfer where seams are not centered on member 7 ` Use Simp. A35's or A35fs @ 84.3 inches on center, max. pa g: 9�OF,gwfloP� , Anchor bolts Cin ' - 147.6° inches on center,' max, •, Wood floors may have wider spacing. EXP DATE- 12-314 sl�T/8 NAS -i5-2002 16:09 FROM:RCE 5308948882 TO:12162833391 P.001/002 3060 7horntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com . To: C" �'L ; p I? ✓ +'o- From: air eo Fax: Li D Pages: �-- Phone: Date: Re: }}o -w IL 1-00 .p S S CC: ® urgent 0 For Review Please Continent 0 Please Reply 0 Please Recycle w N. z 15 ro b A- G -r -c. Co/raGt GXq DF461 75, iU�p✓:r.c�. 0r— nlot-L5 T,a..cr.� S�✓lZ b.c cel( od} Tor f�j.�.�'..3 �-�r o.11 (r:rt •'r'rvS4as. 7r-vSg r-*.V"AAS l••+t.cr K -S 17,��.� �►-r�v:l.cc�. .. MAR -15-2002 16:09 FROM:RCE 5308948862 TO:12162833391 P.002/002 3060 Thorntree Drive #10 • Chico, CA 95973 ♦ (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Butte County Building Department 7 County Center Drive Orovill.e, CA 95965 (530) 538-7541. RE: Hawks Residence To Whom It May Concern, Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. for the above project. The layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. woo Charles J. Roberts, PE MEE L-A-) Q0 fZ:qj-j SrOCKDRAFTING FORM NO. 101.58 RC T (D Ia7li..d7 iR _By, PQNsTRUQTIQN NOTES- 1,) -RESIDERC 'VV' 2XQ:�UN �8,1� ALL E .LESS �Igli '0 b k i RAGE ,F W INTIiAl L WALLS T. BE 2X4 :-ALL F AJME3ER.,,TO DOUGLAS Fl _i-(P� _j f3, 1,, 2, 0 TR I.R; ATES MAY" M' Ilft,DbUGLAS OR+ E. FIR)`EXTE#f.� k:AN­6_fN`TE'�R0_ R H, ADERS TO E ZED AS E NOTED4ON R,OOF,P,l 9-03 ,CEILI0,T� TY AL. GREAT H AvkdA MLc 10,N 1,4& 12 TCH �,,A BOX BEAM g?FAK.,` TO,BE COFFERED A$. pi �-oom,'CEJUN PER �A BEDR, PLAN. N.' 3.) BOTTOM OF WINDOW HEAL TO WHERE, 9',0,%,, PLATE L Tf, IN9 bCdURS, Do S"""'', N 6W HEADER TO BE 83" �9JRANSQ, boC 9 ABOVE.�130TT. M,917 ­` K _001 4 13 TO BE FRAMED :VV ERE RANSOMS O,eq �AOOVE,�, I POV, �O Yy WN S RP, 11 1 PETWIEEN UPPER 8,,LOW Ell UNkTS U 0 N A.) .ATTIC INSOLATION ' UNDER-1(0P.R.11\18-LATION-ik-19 6.) PROVIDE FGf�, F E' FROM _ACWBEbROOM PER JN DOW E,PRESS IS, THROUGH,VV vv OPENING, 1:.WINDO ?I~RJ4E'DR -SIL!, HT. QF,44" FOR F-ORESS, VVI MIN, OPEN WIQTH.�'60' 20--_OF�.241N.,­MIN OPEWAREA 'O.�5.7,-$Q, FT. I N'HT_ 6.) 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